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0035 MARSTONS LANE (9)
r35- 10( - 6v\s Vie. [CQ. I. et-v CI �►� se� i V la Cr c vim&gc� d G-6 �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map .. 5O Parcel cG/ TOWN OF RARNSTABLE p� Plication # Health Division Date Issued ('-27-1 P_ LIJN12 PM 3: Conservation Division 1C-- Application Fee g''" rg Planning Dept. Permit FA, JT ?jam.�,ex) Date Definitive Plan Approved by Planning Board DIVISION Historic - OKH Preservation / Hyannis Project Street Address ?6' /72 "2 4K t Village ('O1'4 ,4 v> Owner CPJ/4ii q 60-/P L1tu`3 Address ICIAP4rW5k, 41CVP Telephone 3 GY - - 2.022 Permit Request C01.15 2 'c e C1261 CLLZ /Jot/se tAj. ,C1yitirG 9tkokiz qoo tcrcti eg 7 101 t ZO ek r 1CP •32-1Cgdk Square feet: 1st floor: existing proposed 'My 2nd floor: existing proposed Ac% Total new Zoning District 1Z.F Flood Plain C. Groundwater Overlay Project Valuation T Cxvf coc' 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: U Full ❑ Crawl ❑Walkout ler Basement Finished Area(sq.ft.) e Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not�includingcl� baths): existing new First Floor Room Count Heat Type and Fuel: 14 s ❑ Oil ❑ Electric ❑Other Central Air: s ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing' ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing U new size_ Attached garage': 0 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 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name t t=t �rNr'l Telephone Number 7 -/>c1 1, Address 2 Ae<'o z ' ?r vizzir/P License # C G277, y 4Cg lP e l t t&/s., O O L/ Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ': DATE 6 -to -/ Y FOR OFFICIAL USE ONLY 1l APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME=z INSULATION FIREPLACE ELECTRLCAL: ROUGH FINAL PLUMBING: ROUGH FINAL PAS: ROUGH FINAL FINAL BUILDING DATECLOSED OUT• AS$' ,TION PLAN NO. �t �w Town of Barnstable ti ' 'j�� Building Department - 200 Main Street Hyannis, MA 02601 9�A i63�� , ' (508) 862-4038 Certificate of Occupancy Application Number: 201403788 CO Number: 20150157 Parcel ID: 350001 CO Issue Date: 07106115 Location: 35 MARSTONS LANE Zoning Classification: SPLIT ZONING Proposed Use: GOLF COURSE Village: BARNSTABLE Gen Contractor: TRAVI, PETER Permit Type: CCOO CERTIFICATE OF OCCUPANCY COMM Comments: CLUB HOUSE . , ) , t;(7- -- -�—� - / - ' -'--7 Building Department Signature Date Signed ,.. �t Town of Barnstable ti ' 's� °� Building Department - 200 Main Street Hyannis, MA 0260 1 M::1 (508) 862-4038* Fp : * Certificate of Occupancy Temporary Application 201403788 CO Number: 20150156 Parcel ID: 350001 CO Issue Date: 07102115 Location: 35 MARSTONS LANE , Zoning Classification: SPLIT ZONING Owner: CUMMAQUID GOLF CLUB Proposed Use: GOLF COURSE PO BOX 182 YARMOUTH PORT, MA 02675 Village: BARNSTABLE Gen Contractor: TRAVI, PETER Permit Type: CTCO COMM TEMPORARY CO Comments: TEMP CO EXPIRES IN 30 DAYS SPRINKLER AND HAND RAIL NEEDS RE. INSP. (?0,,a-- 1--a-- ` 08/02/15 Building Department Signature Date Signed - Expiration Date TOWN OF BARNSTABLE BLVding \r° ti ' ,". ( 1: g' \S° 201403788 • Permit BARNSTABLE,I* Issue Date: 06/26/14 9 MASS. 4 ,�At i63 OMA9. A40 Applicant: TRAVI,PETER Permit Number: B 20141624 S Proposed Use: GOLF COURSE Expiration Date: 12/24/14 ,ocation 35 MARSTONS LANE Zoning District SPLTPermit Type: NEW.COMMERCIAT ----- lap Parcel 350001, Permit Fee$ 27,300.00 Contractor TRAVI,PETER illage BARNSTABLE App Fee$ 150.00 License Num 027754 Est Construction Cost$ 3,000,000 remarks APPROVED PLANS MUST BE RETAINED ON.JOB AND '0 CONSTRUCT 14,200 CLUB HOUSE WITH LOUNGE,DINING ROOM, THIS CARD MUST BE KEPT POSTED UNTIL FINAL JTCHEN,PRO SHOP,LOCKER RM,OFFICE,STORAGE,TOILETS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH I wner on Record: CUMMAQUID GOLF CLUB BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Idress: PO BOX 182 INSPECTION HAS BEEN MADE. I YARMOUTH PORT,MA 02675 Tlication Entered by: PF Building Permit Issued By: (..: fS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY."ENCROACHME N PUBLIC PROPERTY,NOT ?CIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE rAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION I 3TRICTION5:.': -.-.. .' ... .. NIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ?OUNDATION OR FOOTINGS. ;HEATHING INSPECTION 4LL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 'RIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). NSULATION. , 'INAL INSPECTION BEFORE OCCUPANCY. SERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. )RK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. IRMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF tTE THE PERMIT IS ISSUED AS NOTED ABOVE. RSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). Y i d " E f i r - 1 .> ,� �xF POST THIS'CARD`SO'THAT IS VISIBLE FROM THE STREET Aix`_` F'<b...,:e. $.-0.:......»a...b i!,,t,-X... xF f"—i 1._s:�K:a,.. a.Y . .,,. ........ ._ .: + . a > . ,.. ., r ;2. a. .E '< .. ....1A t rUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS o i /t/ /' 1 R Ir tr/6- -a) - - / /y 7 IJ'''41 /6/ 4 4! (/744 P«�5h 11)14; 3- 0k' y-1- ).� ce/�/A)C O,tr S=///5 g ,� rb ie✓C/(tv>G�J l{—/-/.�j�/ f-/x/AL o, G `/r-/s/Z/71,-- 1,d G q-/7--(S73 2 G as L f %5 C. 2 ._ .3er,Jtc25l✓rk /,) 4,noLyi ,c,orl 4S S -20.ys ",-- p.K1cvl y/ 6—Zvi—/S-- f/e 1 Heating Inspection Approvals Engineering Dept C tam I Gi4if C.O. if . ire Dept ll I041 „frs 6 2 Board of Health 1 ; ,j� FPS e/Tc)l1 c9z ici--(72e) I TOWN OF BARNSTABLE ' '- lid wBuing (( . % 20148 Permit BARNSTABLE, * Issue Date: 06/26/14 1 1' 9 MASS. gh i., , $041039. 6.0 Applicant: TRAVI,PETER . Permit Number: B 20141624 Proposed Use: GOLF COURSE Expiration Date: 12/24/14 Location 35 MARSTONS LANE Zoning District SPLTPermit Type: NEW COMMER1CIAL 4- Map Parcel 350001.. Permit Fee$ 27,300,00 Contractor TRAM,PETER - , Village BARNSTABLE App Fee$ 150.00 License Num 027754 s4 ` Est Construction Cost 3,000,000 , ' ,°<t. ' Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT 14,200 CLUB HOUSE WITH LOUNGE,DINING ROO , THIS CARD MUST BE KEPT POSTED UNTIL FINAL KITCHEN,PRO SHOP,LOCKER RM,OFFICE, STORAGE,TOILETS INSPECTION HAS BEEN MADE. WHERE A , • CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CUMMAQUID GOLF CLUB BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: ..PO BOX 182 INSPECTION HAS BEEN MADE. YARMOUTH PORT,MA 02675 I Application Entered by: PF Building Permit Issued By: •(/`��7"' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHME N PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER 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. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: , 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&',PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. , ' 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). f tN , . _7 • S & 6 d ti ." .£suatr$ 1 y z � , i '.O STTHIS CARD SOTHATISVISIBLE:FROMTHE�STREE T 1 fa-4,-,4,,, ',* , s. v A--,2t .T,,, , , . '. , ,% ,00„,,,l :,,-„°w . 4u�, , a,' "',i , ,'; "n `'" ", ,,,:::,4.- .0...,a .r .-. :a i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ,--- ,,e,. ,.,, ,o,'/ '°„..- 414<---- 7e1 c/ /0-16/---/4/ /3/ : ' 1 Rfr I'Ve' -°) . - /1('7XY ))19A li1/4-4/ rc ///// - /....." ?o k ?ism 61i') nk- y-±- IS ce/L/,t/_ o, s--/ ',- e,,",c r�'bc -( ic''v(evq) In-/. 7" //l/A p, G %/g=/c/i/74/- frr,aAe.-- q/7—(57P- 2 is f F' %Sc: C / 2 SertJt ceSlkik id) ic,rviry ,c'v,'-1 -S S _zo o/s`"/Poe-- 6,4‹ lc(5,{:„...,,6„ _� 7an / 6— ?--/. '"jam 1 Heating Inspection Approvals Engineering Dept r do t�‘rIe ( o. ff Fire Dept V�a�js-- ,(/s b, 2 Board of Health 1�� PROJECT // NAME: C�v I ev vn J�C� ADDRESS: 6eT. L4 C 7 Q PERMIT# 0 3 7 8 PERMIT DATE: Le IQ-Lc / M/P: �`�C' — I LARGE ROLLED PLANS ARE IN: BOX Ian SLOT Data entered in MAPS program on: ) BY: q/wpfiles/forms/archive • • 0,TKE tom, Town of Barnstable Regulatory Services y� ,g Thomas F.Geiler,Director 165 m 'OrFn M Building Division • Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us • Office: 508-862-4038 Fax: 508-790-6230 • • • • Property Owner Must Complete and Sign This Section If Using A Builder • I, s , as Owner of the subject properly hereby authorize '1�i o� C� ��V�� to act on my behalf, in all matters relative to work authorized by this building permit C ) te S G,^(10* V\f)kiY) k,0 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. • ., 44111). • .ature pf Owner Signature of • Applicant • lei �� Print Name Print Name G- n- W1 • Date • Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 BAXTER NYE ENGINEERING & SURVEYING Registered Professional.Arag per c :" igurveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771,7502 Fax: (508)771-7622 .r.d tl• _ 15 je1 mkt a_ June 25, 2015 Mr.Tom Perry. DIVISION Building Commissioner Barnstable Building Department 200 Main Street, Hyannis, MA 02601 PROJECT: Cummaquid Golf Club 35 Marstons Lane, Barnstable, MA SPR#007-14 RE: Civil Engineer—Site Design Construction Certification I,Matthew Eddy,being a registered Professional Civil Engineer with the firm of BAXTER NYE ENGINEERING&SURVEYING, Registered Professional Engineers and Land Surveyors, hereby certify that I have supervised the preparation of the Civil Engineering Site Plans and specifications for the above named project and that,to the best of my knowledge,information and belief, such Civil Engineering Site plans and specifications meet the applicable provisions of the Massachusetts Building Code, as relevant to the site design, and generally accepted standards of Civil Engineering practice in effect at the time of performance. I further certify that I,or persons under my supervision, have: 1. Reviewed,for the limited purpose of checking for conformance with the design concept and compliance with the information given in the Approved Civil Engineering Site Plans,shop drawings and submittals provided to Baxter Nye by the contractor. 3. Performed inspections at appropriate intervals during construction to become generally familiar with the progress and quality of the contractor's work and to determine that the work is proceeding in general accordance with the Approved Civil Engineering Site Plan construction documents. As of the date of this Certification,to the best of my knowledge, information and belief,the work has been substantially performed and completed,in general accordance with the Site Plan as Approved by the Town of Barnstable. This certification is for the purpose of checking for conformance with the design concept and general compliance with the information given in the Approved Civil Engineering Site Plans. It is not to be considered a field control as-built of all vertical and horizontal information shown on the Approved Site Plans nor is it to imply daily inspections of site plan related work. NOFMgSS • �� q0• y Name Matthew Eddy, P.E. o`�j " "T" THEW GNP Registration No.: 43183 W. o EDDY cn •- p, v CIVIL Seal No.43183 a .: 44) 41, ., Signature G,c, GI STEM Cc: File 0:\2013\2013-072\ADMIN\LETTERS\2013-072 L6 TPerry Final Site Certification.docx Page 1 Land Surveys • Subdivisions • Septic Design • Wetland Filings • Site Design • COM check Software Version 3.9.2 ri I Interior Lighting Compliance J g p Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title:Cummaquid Golf Club Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Dining:Bar Lounge/Leisure 6118 1.3 7953 Retail 1000 1.5 1500 Office 8843 1 8843 Total =Allowed Watts 18296 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Enl grati,,ge/L21a yt i� �ft F� 3 cc sus atxx,,,; Fta:,.,... w Compact Fluorescent 1:PC2:Triple 4-pin 32W:Electronic: 4 5 140 700 LED 1:RB1:LED Panel 110W: 1 1 100 100 Linear Fluorescent 6:RCS:48"T8 32W:Electronic: 2 25 64 1600 LED 4:RC9:LED Linear 10W: 1 46 9 414 LED 6:RC11:LED Panel 54W: 1 16 50 800 LED 7:RC12:LED Linear 10W: 1 16 9 144 LED 8:RC13:LED Linear 10W: 1 81 9 729 Compact Fluorescent 2:SC1:Triple 4-pin 26W:Electronic: 2 58 9 522 Linear Fluorescent 7:SW2:22"T5 14W:Electronic: 2 12 30 360 Track lighting 1:TM1/TR1:Wattage based on current limiting device capacity 0 0 600 600 Retai n a ZWV,W e� k 44 fax e a�� E o F� LED 9:RC14:LED Panel 40W: 1 18 40 720 Track lighting 2:Wattage based on current limiting device capacity 0 0 1000 1000 psairatick Linear Fluorescent 1:PC1:48"T8 32W:Electronic: 1 8 32 256 LED 2:RC1:LED Linear 8W: 1 5 9 45 Linear Fluorescent 2:RC2:24"T8 17W:Electronic: 2 10 34 340 Linear Fluorescent 3:RC3:24"T8 17W:Electronic: 3 7 51 357 Linear Fluorescent 4:RC4:48"T8 32W:Electronic: 2 33 64 2112 Linear Fluorescent 5:RC6:48"T8 32W:Electronic: 3 6 96 576 LED 3:RC7:LED Linear 20W: 1 38 20 760 LED 5:RC10:LED Linear 20W: 1 8 19 152 Compact Fluorescent 3:SC2:Triple 4-pin 26W:Electronic: 3 7 87 609 Linear Fluorescent 8:SW3:24"T8 17W:Electronic: 1 6 17 102 Linear Fluorescent 9:PC1A:96", In Attic:48"T8 32W:Electronic: 2 9 64 576 Total Proposed Watts= 13574 Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 1 of 4 Section 4: Requirements Checklist Crtterior Lrghting PASSES Ijesr 26°/a 6etter5`than Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 18296 13574 YES Controls,Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permi t t application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. 14,({ I e (`,e ,&j9A-t, X-.(2- Name-Title Signature Date Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 2 of 4 'f ASP COMcheck Software Version 3.9.2 r Exterior Lighting Compliance a. Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title: Cummaquid Golf Club Exterior Lighting Zone: 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Entry canopy 837 ft2 0.25 Yes 209 126 Main entry 6 ft of door width 20 Yes 120 9 Other door(not main entry) 33 ft of door width 20 Yes 660 52 Parking area 52891 ft2 0.06 Yes 3173 600 1 Walkway<10 feet wide 1386 ft of walkway length 0.7 Yes 970 52 Flag(Special feature area) 1000 ft2 0.14 Yes 140 220 Illuminated length of facade wall or surface 96 ft 2.5 No ' 240 153 Walkway>=10 feet wide 207 ft2 0.14 Yes 29 68 Driveway 12194 ft2 0.06 Yes 732 100 Total Tradable Watts*= 6034 1227 Total Allowed Watts= 6274 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Enfryf 111 2)da fie Wat� ' ) n ,.-, . ,.. _ _ ,._._ .£.a.,, _s. ..,.. __..,.. k Mu,.:,;',,*. . Al ,.,vim ., . LED 4 copy 1:RC9:LED Linear 10W: 1 14 9 126 §fin r 7. � W r i nntry`--,-.6 f 49,Mthj radabl v?ge�. tt ,. ._... , . = LED 4:RC9:LED Linear 10W: 1 1 9 9 P . ) 3 yo dwacjft r ble at6�.: ',eft � ' �,',� 'fir A -Wrt�ran t A , .>: ` tow. 1LED 1:SW1:LED Linear 22W: 1 2 26 52 Pa, in area,(528�1 ; Traci- Iq 1N t ; e LED 7:PT3:LED Panel 54W: 4 2 200 400 LED 7 copy 1:PT2A:LED Panel 54W: 2 2 100 200 a iP M5nrgr Pr*C y�«O l 6fto a-3 -,4 a ag0.. *° s' S .:_. e . . ii,�,LED 1 copy 1:SW1:LED Linear 22W: 1 2 26 52 iw-F1a �.rgam a»:azcr reaa.. aO 0gV'1 i Wt �g�(�pe » c: ' ,.wk.;''i�h� aae -r ,^; Maz A .�-. .,��zs•:z" .,.�'�'"h ,.. HID 1:SG1:Ceramic Metal Halide:Pulse start: 1 2 110 220 n �x i-.' ', .� i�"° "yam ,� ), �'� °° i� �C: `W V iiiGdi iltaa e t off- dewallor ir aft)N �a bi OA NM_�._,.o-1 ), -.mod � '. 1 Project Title: Cummaquid Golf Club Report date:05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 3 of 4 LED 3:SW4:LED A Lamp 13W: 1 9 17 153 Walkway? 10 feet,wide(207 ft2):Tradable Wattage �` a.; LED 3 copy 1:PT1:LED A Lanp 13W: 1 4 17 68 - Driveway,{12194 ft2). Tradable'Aattage F gam F LED 7 copy 2:PT2:LED Panel 54W: 1 2 50 100 Total Tradable Proposed Watts= 1227 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable a-ea/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total propcsed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls, Switching, and Wiring: • 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. • 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. • 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. • 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: O Lighting that has been caimed as exempt and is identified as such in Section 3 table above. Lighting that is specifica ly designated as required by a health or life safety statue,ordinance,or regulation. 0 Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Versioi 3.9.2 and to comply with the mandatory re irements in the Requirements Checklist. Dah, / /6"C — / Name-Title Signature Date Project Title: Cummaquid Golf Cluj Report date:05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston1M1409-001.001Calculations\Elec\Comcheck IECC.cck Page 4 of 4 r � J COMcheck Software Version 3.9.2 r Interior Lighting Compliance J g p L---:-'-__i Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Cummaquid Golf Club Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Dining:Bar Lounge/Leisure 6118 1.3 7953 Retail 1000 1.5 1500 Office 8843 1 8843 Total Allowed Watts= 18296 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. D Ba L hLeiur ( 8sqft . `, r ' w i tqu amgo � se6 r ' Compact Fluorescent 1:PC2:Triple 4-pin 32W:Electronic: 4 5 140 700 LED 1:RB1:LED Panel 110W: 1 1 100 100 Linear Fluorescent 6:RC8:48"T8 32W:Electronic: 2 25 64 1600 LED 4:RC9:LED Linear 10W: 1 46 9 414 LED 6:RC11:LED Panel 54W: 1 16 50 800 LED 7:RC12:LED Linear 10W: 1 16 9 144 LED 8:RC13:LED Linear 10W: 1 81 9 729 Compact Fluorescent 2:SC1:Triple 4-pin 26W:Electronic: 2 58 9 522 Linear Fluorescent 7:SW2:22"T5 14W:Electronic: 2 12 30 360 Track lighting 1:TM1/TR1:Wattage based on current limiting device capacity 0 0 600 600 Reta(A{r10 RW' f 4 A � 4 , LED 9:RC14:LED Panel 40W: 1 18 40 720 Track lighting 2:Wattage based on current limiting device capacity 0 0 1000 1000 Office(8843 sq?if) - s q vt, sg; $ , m <. * a3 -ivl Linear Fluorescent 1:PC1:48"T8 32W:Electronic: 1 8 32 256 LED 2:RC1:LED Linear 8W: 1 5 9 45 1 Linear Fluorescent 2:RC2:24"T8 17W:Electronic: 2 10 34 340 Linear Fluorescent 3:RC3:24"TB 17W:Electronic: 3 7 51 357 Linear Fluorescent 4:RC4:48"T8 32W:Electronic: 2 33 64 2112 Linear Fluorescent 5:RC6:48"T8 32W:Electronic: 3 6 96 576 LED 3:RC7:LED Linear 20W: 1 38 20 760 LED 5:RC10:LED Linear 20W: 1 8 19 152 Compact Fluorescent 3:SC2:Triple 4-pin 26W:Electronic: 3 7 87 609 Linear Fluorescent 8:SW3:24"T8 17W:Electronic: 1 6 17 102 Linear Fluorescent 9:PC1A:96", In Attic:48"T8 32W:Electronic: 2 9 64 576 Total Proposed Watts= 13574 Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 1 of 4 Section 4: Requirements Checklist ASESes wry irrtenor t.i htin PS D n 26°...:...... . 9 .... /a Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 18296 13574 YES Controls, Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. Li 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title / Signature Date Project Title: Cummaquid Golf Club Report date:05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 2 of 4 I f 1 COMcheck Software Version 3.9.2 rj, k ! Exterior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type:New Construction Project Title : Cummaquid Golf Club Exterior Lighting Zone: 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Entry canopy 837 ft2 0.25 Yes 209 126 Main entry 6 ft of door width 20 Yes 120 9 Other door(not main entry) 33 ft of door width 20 Yes 660 52 Parking area 52891 ft2 0.06 Yes 3173 600 Walkway<10 feet wide 1386 ft of walkway length 0.7 Yes 970 52 Flag(Special feature area) 1000 ft2 0.14 Yes 140 220 Illuminated length of facade wall or surface 96 ft 2.5 No 240 153 Walkway>=10 feet wide 207 ft2 0.14 Yes 29 68 Driveway 12194 ft2 0.06 Yes 732 100 Total Tradable Watts*= 6034 1227 Total Allowed Watts= 6274 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 4�n{{,�" no�[[837' �Tr tl le W tt'a�,��� � � ��;% � M s�� � N -- r Arle ,nay..... ;� <.� 3.�� �.,..� .N. .,er .t t > LED 4 copy 1:RC9:LED Linear 10W: 1 14 9 126 MmF (So q hM tei ta ey � ���; . F ,. �� �I, ,2 LED 4:RC9:LED Linear 10W: 1 1 9 9 €etfte 2979okmat i ft-Ar d vttwsdt kr debl ` »�? n� � - m�.:x�s�..us.»aa�..t5=z . �u� :...,�J'�).�.: J.�s�;xi.>-.: _-...,z� �:� .: �Ile-Or- ,�?, �.5r, �E�'��ua.�x:.:3`,.._ ;�&` f.? ._..�..<�n F LED 1:SW1:LED Linear 22W: 1 2 26 52 Pari n area{52 IE T E _ _J -_,I a u � .I A. x LED 7:PT3:LED Panel 54W: 4 2 200 400 LED 7 copy 1:PT2A:LED Panel 54W: 2 2 100 200 tl '^` 5 fad• �?' "cam Y' dfif f f �� fWalktway.< -,,,g- et wi 386 fit o,A.A, Wy telnli ,�a1ta9� _. '��� k. .1.. LED 1 copy 1:SW1:LED Linear 22W: 1 2 26 52 99 gitt cigk aret1009);:tl 1; ._. . � .i mA-R HID 1:SG1:Ceramic Metal Halide:Pulse start: 1 2 110 220 >ill r ,narke $len fh 9f faP.e�wall or"' Ra (96 it) N n t blew ge % ,1 r.�x� ,�.�.:.....Gsr.� ��._ .x.�a-sx�,, ,... ., ... .. ,�.., ...«�.�,;:��i`�L,.,..m,....�".*d 'uaMcs.�?°? a. vMk�:ea��Kz ti Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.001Calculations\Elec\Comcheck IECC.cck Page 3 of 4 LED 3:SW4:LED A Lamp 13VJ: 1 9 17 153 Walkway>=10,feet wide`(207 ft2) Tradable Wattage i LED 3 copy 1:PT1:LED A Lamp 13W: 1 4 17 68 Rilr#;ay(1219.1 ft2f Tradable Wattage LED 7 copy 2:PT2:LED Panel 54W: 1 2 50 100 Total Tradable Proposed Watts= 1227 Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls, Switching, and Wiring: 9 ❑ 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. ❑ 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. ❑ 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. ❑ 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. _ ❑ Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. ❑ Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The propcsed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted wth this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory re irements in the Requirements Checklist. r � (Dahie / ct-,e ` ,Ne e ram. '- 5- u- f Name-Title Signature Date Project Title: Cummaquid Golf Club Report date:05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 4 of 4 a i �, -, COIVichecic Software Version 3.9.2 �1' Interior Lighting Compliance .-_- Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Cummaquid Golf Club Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Dining:Bar Lounge/Leisure 6118 1.3 7953 Retail 1000 1.5 1500 Office 8843 1 8843 Total Allowed Watts= 18296 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Dning Bar Lounge/Leisure(6 118 sq ft_) . Compact Fluorescent 1:PC2:Triple 4-pin 32W:Electronic: 4 5 140 700 LED 1:RB1:LED Panel 110W: 1 1 100 100 Linear Fluorescent 6:RC8:48"T8 32W:Electronic: 2 25 64 1600 LED 4:RC9:LED Linear 10W: 1 46 9 414 LED 6:RC11:LED Panel 54W: 1 16 50 800 LED 7:RC12:LED Linear 10W: 1 16 9 144 LED 8:RC13:LED Linear 10W: 1 81 9 729 • Compact Fluorescent 2:SC1:Triple 4-pin 26W:Electronic: 2 58 9 522 Linear Fluorescent 7:SW2:22"T5 14W:Electronic: 2 12 30 360 • Track lighting 1:TM1/TR1:Wattage based on current limiting device capacity 0 0 600 600 Retail(1000 sq ft) 17. � LED 9:RC14:LED Panel 40W: 1 18 40 720 Track lighting 2:Wattage based on current limiting device capacity 0 0 1000 1000 Office(8843 sq ftt') s` • y Linear Fluorescent 1:PC1:48"T8 32W:Electronic: 1 8 32 256 LED 2:RC1:LED Linear 8W: 1 5 9 45 Linear Fluorescent 2:RC2:24"T8 17W:Electronic: 2 10 34 340 Linear Fluorescent 3:RC3:24"T8 17W:Electronic: 3 7 51 357 Linear Fluorescent 4:RC4:48"T8 32W:Electronic: 2 33 64 2112 Linear Fluorescent 5:RC6:48"T8 32W:Electronic: 3 6 96 576 LED 3:RC7:LED Linear 20W: 1 38 20 760 LED 5:RC10:LED Linear 20W: 1 8 19 152 Compact Fluorescent 3:SC2:Triple 4-pin 26W:Electronic: 3 7 87 609 Linear Fluorescent 8:SW3:24"T8 17W:Electronic: 1 6 17 102 Linear Fluorescent 9:PC1A:96", In Attic:48"T8 32W:Electronic: 2 9 64 576 Total Proposed Watts= 13574 Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 1 of 4 'Section 4: Requirements Checklist Atterior light ng•Py'ASSES Migp::2§°lobe er,than >>e � •a. :A •;. j a Lighting Wattage: • 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 18296 13574 YES Controls,Switching,and Wiring: • 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. • 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. • 4. Independent controls for each space(switch/occupancy sensor). Exceptions: • Areas designated as security or emergency areas that must be continuously illuminated. • Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. • 6. Individual dwelling units separately metered. 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. • 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or altemate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: • Only one luminaire in space. • An occupant-sensing device controls the area. • The area is a corridor,storeroom,restroom,public lobby or sleeping unit. • Areas that use less than 0.6 Watts/sq.ft. • 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: • Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. • 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. • 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: • Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Tacit KAs^e e C S/jkt-P 9/ 1 • r/1,,J2— Name-Title Signature Date Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 2 of 4 _ I COMcheck Software Version 3.9.2 Vp Exterior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title:Cummaquid Golf Club Exterior Lighting Zone: 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 35 Marstons Lane Yarmouth Port,MA Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts !Unit (BxC) Entry canopy 837 ft2 0.25 Yes 209 126 Main entry 6 ft of door width 20 Yes 120 9 Other door(not main entry) 33 ft of door width 20 Yes 660 52 Parking area 52891 ft2 0.06 Yes 3173 600 1 Walkway<10 feet wide 1386 ft of walkway length 0.7 Yes 970 52 Flag(Special feature area) 1000 ft2 0.14 Yes 140 220 Illuminated length of facade wall or surface 96 ft 2.5 No 240 153 Walkway>=10 feet wide 207 ft2 0.14 Yes 29 68 Driveway 12194 ft2 0.06 Yes 732 100 Total Tradable Watts*= 6034 1227 Total Allowed Watts= 6274 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. ,Ent 87 ft2' Tral dabeWattae rycanoA.. .�,PY�, 3 �.:.. �,. . .erg �•a� �._... . �� ��,.,-�� ? ��> � � -- �` k LED 4 copy 1:RC9:LED Linear 10W: 1 14 9 126 Main entry(6 ft of oor v✓�dth} Tradable W ttage ' - ` �� § LED 4:RC9:LED Linear 10W1 1 i. e 9 �e rd b iOtherndo (notme>ne ntry3ftodoost :Tadalaag <.. __ -_ v. . . ...ti` 'v � 4y. . . .,,<' � w _;LED 1:SW1:LED Linear 22W: 1 2 26 52 t„".` !.. Syr .,.... .. ..._ 9 r3r r ,�-e..,� ,M c 7 Pa i g4area(62891 fC1) Tradable Watta.e_,, i N+ - LED 7:PT3:LED Panel 54W: 4 2 200 400 LED 7 copy 1:PT2A:LED Panel 54W: 2 2 100 200 r. ram,> * :- 4a d ,,T o Walkway<10 feet wide(1386 ft of walkway length),0Tr,4dable-Wattage ,c q ,qfi : ::�� • I LED 1 copy 1:SW1:LED Linear 22W: 1 2 26 52 ,Flag.(S eoal-featurearea1000`ft2 TradableYWattgge g -- � � HID 1:SG1:Ceramic Metal Halide:Pulse start: 1 2 110 220 ' /ter V� •:Illuminated length of facade wall or surface(96�ft) Non tradable Wattage r'' � Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 3 of 4 LED 3:SW4:LED A Lamp 13W: 1 9 17 153 Walkway?, 10 feet wide(207 ft2) Tradable Watta ge z , ,, LED 3 copy 1:PT1:LED A Lamp 13W: 1 4 17 68 Dnveway,12194 ft2) Tradable Wattage z LED 7 copy 2:PT2:LED Panel 54W: 1 2 50 100 Total Tradable Proposed Watts= 1227 Section 4: Requirements Checklist Lighting Wattage: • 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls,Switching, and Wiring: • 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. • 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. 4. Lighting designated for dusk-:o-dawn operation is controlled by an astronomical time switch or photosensor. • 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: u 6. All exterior building grounds I Jminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: ❑ Lighting that has been cla med as exempt and is identified as such in Section 3 table above. LI Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. • Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory re irements in the Requirements Checklist. (Daki ) A1A-‘C 61^, 1\Ck r ,9 5- 1 Name-Title Signature Date Project Title: Cummaquid Golf Club Report date: 05/28/14 Data filename:\\FS3\g_drive\Projects\2014-Boston\M1409-001.00\Calculations\Elec\Comcheck IECC.cck Page 4 of 4 FIRE DEPARTMENTS OF THE TOWN OF BARNSTABLE Fire Prevention Office Hinckley Building 200 Main Street, Hyannis, MA 02601E ; (508) 862-4097 /h _€ BUILDING CODE COMPLIANCE FORM Plans dated (d)//4 for the property located at � � also known as ( ri 6ocr have been reviewed by i� S of the ❑ Barnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report )( 2. Firefighting & Rescue Access 3. Hydrant Location &Water Supply )6' 4. Sprinkler Systems 5. Sprinkler Control Equipment q 9 l,3b 6. Standpipe Systems �( 7. Standpipe Valve Locations 8. Fire Department Connection >C 9. Fire Protective Signaling System qt-b nirk> 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust 12. Smoke Control Equipment Location 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location `6e.Pir'L 16. Fire Protection Rooms TC 17. Fire Protection Equipment Signage ' X )C 18. Alarm Transmission Method x \/ 19. Sequence of Operation Report x 20. Acceptance Testing Criteria L` 1We believe this document to be complete and compliant for the issuance of a building permit. AL)A17Ir36 v-e Ai4..e_n /jr-itir-liz-b--fe p❑ We have com leted the acceptance testing for t occupancy permit and believe that within the scope of the building permit, the above issues are in compliance. Signature t.. I V \'', , April 24, 2015 McKENZIE Mr. Thomas Perry ENGINEERING CONSULTANTS Building Commissioner ,tructuml ciril•cttvirnnmcntnl Town of Barnstable 4- : ,- ,• •` 200 Main Street Hyannis MA 02601 F 9•' . as �,:1. ,, { fii --, x j -4 rt;, RE: Framing Review, Cummaquid Golf Club,35:Marstons:Ln, Cummaquid ., -,, Dear Mr. Perry, k'' s: . `:II McKenzie Engineering Consultants,Inc was retained by Cotuit Bay Design to complete "o° `; { structural review and design for the Cummaquid Golf Club located at 35 Marstons Lane t Rye' ,.4 r'�. t-� ry in Cummaquid. We stamped framing and foundation plans and submitted an affidavit 71 xsl ,,e *. for structural construction control. TTTT r �d We completed multiple site visits over the course of construction to review the 4'Ix,4 -? , construction of the foundation and the frame. Based on these site visits we find that the 4, r.. F,�Z ;'4r , foundation and frame were completed in substantial compliance with the stamped plans, "� approved steel detailing plans, and any field changes approved during the course of `t'.•' construction. The phased construction control and the final construction control affidavits for ` structure are attached to this letter. If there are any questions on this matter, feel free to contact me at any time. Sincerely, ! 'm` ;.:;; ,.0- MARK A. 4,0, M rkA. "t$'.: zie P�;'�` : P es., McK:�: lingo g Consultants, Inc. cc. CBD 1279 Millstone Rood 1 Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Final Construction Control Document 1,41 To be submitted at completion of construction by a Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.4 Project Title: (toy -7 of 6()Lp G/1Jetty56 Date: ,i/Z4ls Perrmit No. Property Address: /Y/t172,-S7j7ALS Ld(l', GO/Mi4f74Q,Uli 631a674-z3e.,T) Project: Check one or both as applicable: C ew construction 0 Existing Construction Project description: j�rri /�C() /1 day 6 ' d' kagl V 069 q c64( z/z./G h eel . I /77- ih /nCrEk7jrjMA Registration Number:( 9a. 83 Expiration date: 30/ 0 ,ama registered design prossional, and hereby certify that I have prepared or directly supervised the prep'ration of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [ Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I certify that I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis to determine that the work proceeded in accordance with the requirements of 780 CMR and the design documents prepared by me and approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. 1-lave been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was, petfor vgd in a manner consistent with the construction documents and this code. ' ot.4^'= &;ARK A. ' .,., .�' McKENZIE Enter in the space to the right a"wet"or t ' fit' i�'' �� 1/5- <St?electronic signature and seal: r �;�{�3.!,,r� � ��'� 4/a¢ ` rdNAl Phone number: 1'4 )/ 2)44 Email: /hat/Ztf2 irAeeny/n(�I/S �D� • U Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Construction Control Progress Checklist t * till ri � To be submitted at completion of required site reviews for ` construction progress per the 8th edition of the Massachusetts State Building Code,780 CM , Section 107 Project Title: Coonntc1vid 6 11 Ghibhwse,_ Date: 4l 24fiS Permit No. Property Address: 35 JY)41g,SZoiJs UV J, curwi'hAr O C NSZAkf3 c.F) /YI4 I, M A. L' e• MA Registration Number. 3t0(4 Expiration date: 6/169/20/4. am a registered design professional and I or my designee have observed the following work,and to the best of my knowledge,information,and belief the construction work indicated below has been performed in a manner consistent with the approved plans and specifications. t c " r.. ri%�f-JRequi red Site Review nd,Documentation for Portions or Phases of yConstructioitr , '`k,,,t,.;�,`�` igAA S,TY. �R � G ', `. i't3'>"' (tobeperfonaied'bjrthe.appropriate ateredid4iiiaprofessrona dr.bi/fieidesigneeoriiidif Ill 8tRcoaizactor) r t -I ;�. ': >.:_.. ��=zSrteRevicw'iiadDoenmeiitatio'n ,.7C, .... SiteltevIewand,D`octimentation:.... . ". .M-tgl AU Soil condition and analysis Energy Efficiency Requirements Footing and Foundation,including Reinforcement and z Foundation attachment x Fire Alarm Installation Concrete Floor and Under Floor )C Fire Suppression Installation3 Lowest Floor Flood Elevation Field Reports Structural Frame—wall/floor/roof )[ Carbon Monoxide Detection System4 Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems(Special Inspection per Sections 909.3 and 909.18.8) Fire Resistant Wall/Partitions finish attachments Smoke and Heat Vents Above Ceiling inspection Accessibility(521 CMR Fire Blocking/Stopping System Other. Emergency Lighting/Exit Signage 1 Means of Egress Componenets Special Inspections(Section 1704): 1 Roofing,coping/System Venting Systems(kitchen and cleanouts,chemical,fume) Mechanical Systems 1.Indicate with an'x'the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2.Include NFPA 72 test and acceptance documentation 3.Include applicable NFPA 13,13R,13D,14,15,17,20,241,etc.-test and acceptance documentation 4.Include NFPA 720 Record of Completion and Inspection and Test Form 5.Include field reports and related documentation 6.Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents,including plans,computations and specifications,and field inspections. Description of Construction ork Observed': #-' / 0• !i - j u i ii��ii / �/ " 4r .4", C P ',i z - / /i� �_._,i . S&±t v Ale Liu ! i�/ � /i L ' L�i'jal•. i iY�' ii..ii /.� _ !�. .�:_ . .t a.Desmbe is wlrideat detail the work(Le foundation steel teiafoeciag kitchen veal ayataa etc)sad the!widen''the project site,and list if .._;::i.. '�, ` .. �;: that petuin to the work which was inspected. It It1ARK A Aice./ ., / Enter in the space to the right a"wet"or /;ems.' OW' '; electronic signature and seal: �� :Po , o „, ./ :PONAL E,Q%.. Phonenumber0174) 353 2.(¢4 Email: l`M IL ___ 1,—.Ct'//S. eo°J'1 Building Official Use Only Building Official Name: Date: Version 06 11 2013 f , ,,,, . _ __, 24 HOUR qtinam SERVICE FQ Protection Er fa Services, LLC A Leader in the Fire Protection Industry • To: Thomas Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 Re: Cummaquid Golf Club (35_Ma star s.Larie, Cummaquid, MA 02637 Subject: Final Sprinkler System Affidavit Date: June 18,2015 This letter shall serve as a Final Affidavit for the above-referenced building and that to the best of my knowledge, the provisions of the building code have been complied with and the area of work meets all necessary requirements for the proposed use and occupancy. 4040F 4144:„ al______ ®, MICHAEL % Signat 4 J. DIMEO , No.32201 cl Fire Protection " �ANAi.E��''E ' . 508.481.8242 I Fax 508.481.8506 1237 Cedar Hill Street, Marlboro, MA 01752 I www.platinumfireprotection.com Contractor's Material & Test Certificate for Aboveground Piping F ai Additional printed copies of this form are available to insureds form: Customer Services,FM Global, 1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure: Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. • Property I.D. Property Name:CUMMAQUID GOLF COURSE Date: Property Location: 35 MARSTONS LANE,CUMMAQUID,MA Plans: Accepted By Approving Authority's Name(s)CUMMAQUID FIRE DEPARTMENT Address:CUMMAQUID,MA Installation Conforms to Plans ®Yes ❑ No Equipment Used is Approved(If no,state deviations):®Yes ❑No Instructions: Has person in charge of fire equipment been instructed as to the location of control ®Yes 0 No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes 0 No If no,explain: Location: Supplies Buildings:ENTIRE BUILDING Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating VICTAULIC V2704 2015 1/4 14 155 ° VICTAULIC V2704 2015 1/2 2158 200° VICTAULIC V2708 2015 '/z 182 155 ° TYCO TY4181 • 2015 3/4 • 25 200° TYCO TY3181 2015 '/z 9 200° RELIABLE RA1664 2015 '/2 7 155 ° VICTAULIC V3610 2015 1/2 5 155 ° Pipe and Fittings: Pipe conforms to NFPA 13 Standard ®Yes 0 No Fittings conform to NFPA 13 Standard ®Yes El No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. FLOW POTTER VSR-F 45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 r , . Contractor's Material & Test Certificate for Aboveground Piping F ai Dry Pipe Operating Test(Continued) Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pipe Water Pressure Air Pressure Pressure Test Outlet Properly Min. Sec. PSI PSI PSI Min. Sec. Min. Sec. Without Q.O.D. With Q.O.D. If no,explain: Deluge and Pre-action Valves: Operation: ❑Pneumatic ❑ Electric ❑Hydraulic Piping Supervised? ❑Yes ❑ No Detecting Media Supervised? ❑Yes ❑No Does valve operate from manual trip and/or remote control? ❑Yes ❑ No Is there an accessible facility in each circuit for testing? 0 Yes 0 No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. v Sec. Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 psi for 2 hrs. Dry piping pneumatically tested? 0 Yes ❑No Equipment operates properly? Yes 0 No If no,reason: Drain Test Reading of gage located near water supply test pipe: Residual pressure with valve in test pipe wide open? psi. Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. Verified by copy of 85B? ®Yes 0 No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used:0 Locations:N/A Number Removed:0 Welding: , Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes 0 No requirements of at least AWS D10.9, Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑ No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? . Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): Signatures: • Name of Installing Contractor:PLATINUM FIRE PROTECTION For Prop r(Signed): Title: Date: Fo stallin Contractor(Signed): Title Date: t1r' ^ /S� ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 :ql h FIRE PROTECTION SYSTEMS NARRATIVE REPORTS 780 CMR—901.2.1.1 CUMMAQUID GOLF CLUB NEW CLUBHOUSE 35 Marstons Lane Yarmouth Port, MA Prepared By: A H1A CONSULTING ENGINEERS Prepared For: Barnstable Fire District May 30, 2014 i 4 Cummaquid Golf Club May 30,2014 Yarmouth Port,MA (La) BASIS (METHODOLOGY) OF DESIGN Section 1 —Building Description Refer to Architect Section 2—Applicable Laws, Regulations and Standards The following Laws, Regulations and Standards were reviewed in preparation of the fire protection and fire alarm system plans and specifications for this facility: a) 780 CMR code sections "Fire Protection System Requirements" b) NFPA Standards for the design of the fire protection system. c) The applicability of Sections M.G.L., Chapter 148, "Fire Protection". d) The applicability of Section of 527 CMR"Fire Prevention Regulations". e) The applicability of Barnstable, MA local by-laws and ordinances. f) The applicability of Federal Laws (OSHA, ADA) The applicable Laws, Regulations and Standards have been reviewed and incorporated in the design. Section 3 -Design Responsibility for Fire Protection Systems AHA Consulting Engineers, as the Professional Engineer (PE) will provide a partial (preliminary) design including design criteria and drawings, and calculations to be used by the installing subcontractor. The installing subcontractor will produce shop drawings and calculations of the proposed system installation as well as manufacturer's data sheets on products that will be installed. The PE will review and approve the installing contractor's final layout and equipment selection. AHA Consulting Engineers (PE) is the engineer of record and will review the system design and installation for code compliance. Fire Protection Systems & Domenic A. Ciolino Fire Alarm System: MA PE#41630, Fire Protection AHA Consulting Engineers, Inc. 24 Hartwell Ave, Third Floor • Lexington, MA 02421 (781) 372-3000 HVAC: Thomas Wisnaskas ' MA PE#41859, Mechanical AHA Consulting Engineers, Inc. 24 Hartwell Ave, Third Floor Lexington, MA 02421 (781) 372-3000 Page 2 Cummaquid Golf Club May 30,2014 Yarmouth Port,MA Section 4—Fire Protection Systems to be Installed FIRE SPRINKLER SYSTEMS System Description: Automatic sprinkler protection is provided throughout the entire building in accordance with NFPA 13, 2007 edition, as required by MGL 148 and 780 CMR, 8th edition, chapter 9. In accordance with all applicable current codes, a wet pipe sprinkler system will be provided for all floors of the building. The system is supplied with a connection to the town water supply. The sprinkler system in mechanical rooms, electrical rooms, tel/data rooms, file storage rooms,janitors closets, library book stack areas, storage areas, attic space and similar spaces will be hydraulically designed for Ordinary Hazard Group I occupancy requirements with a design criteria of 0.15gpm/sf over 1,500sf with 250gpm hose allowance. Maximum sprinkler spacing will be 130 sq. ft. The sprinkler system installed in areas of the building having corridors, reception/lobbies, toilet rooms, offices, conference rooms, multi-function rooms, lounges, and similar spaces will be hydraulically designed for Light Hazard occupancy requirements having a design criteria of 0.10gpm/sf over 1,500sf with 100gpm hose allowance. Maximum sprinkler spacing will be 225 sq. ft. Water is supplied by a town water main. The fire service for the building is a single 6" fire service with no post indicator valve and a 6" double check valve type backflow. A 4" Storz Fire Department Connection will be provided. A 6" Wet Riser Manifold will be installed for areas served by the wet sprinkler system. A 6" Dry Alarm Check Valve will be installed for those areas(may be prone to freezing) served by the dry sprinkler system All sprinkler heads shall be quick response type. All electric and telephone rooms will be sprinkler protected and elevator shafts, elevator pits, and elevator machine rooms will not be sprinkler protected. Dry pendent sprinklers and dry sidewall sprinklers will be installed in all entry vestibules and covered porch. Sprinklers will be installed under exposed ductwork greater than 4 feet in width. • Page 3 Cummaquid Golf Club May 30,2014 Yarmouth Port,MA FIRE ALARM SYSTEM System Description: The building fire alarm system shall operate in conjunction with the building fire protection system(s) in accordance with all-applicable codes and standards including NFPA 13, 72, 90A and 101 and the 8`h Edition of the Massachusetts State Building Code(780CMR), and Town of Barnstable. The fire alarm system will be a microprocessor-based multiplex, analog/addressable system with complete audio and visual occupant notification, and municipal reporting via a central station monitoring service. Each initiating point (waterflow switch, smoke detector, heat detector or manual pull station) will be individually addressable. Upon activation, the specific device address, type, status and location will be presented at an LCD annunciator integral to the FACP and remote LCD annunciator located in the Main Entry Vestibule. Occupant notification will consist of audio/visual signaling. Audible signaling will be a general temporal-3 pulse evacuation tone throughout the building. Visual signaling will be by xenon strobes in accordance with NFPA 72 and the Americans with Disabilities Act. All manualpull stations in the buildingwill be equipped with vandal stopper pp covers which will sound a local alarm if the cover is lifted. All area and duct-mounted smoke detectors, and heat detectors rated for 135- degree operation, will be analog/addressable devices. Each analog/addressable device will be subject to alarm verification and will be subject to environmental compensation in order to minimize false alarms. Microprocessor-based detectors will retain operating characteristics in non-volatile memory and conduct algorithms to. distinguish real fire conditions from unwanted nuisance alarms. System wide response to a verified alarm is designed to take place within 3 seconds. Wiring Styles: • Signaling Line Circuits will be wired in a Class A, Style 6 manner, with outgoing and return wiring in separate.risers. Page 4 Cummaquid Golf Club May 30,2014 Yarmouth Port,MA Related Systems Interface: The fire alarm system will interface with the fire protection system(s) by monitoring each individual waterflow and tamper switch via dedicated addressable modules. The fire alarm system will interface with the HVAC System in order to conduct the required fan shut down control functions via programmable control module outputs. HVAC System Description: • The HVAC system is designed in accordance with the Massachusetts Building Code, 8th Edition, International Mechanical Code, and NFPA 90A. The scope of this project included installation of split system AC units with gas heat for the basement and first floor areas. Furnaces serving the basement shall be high efficiency, units serving the first floor (located in the attic) shall be standard efficiency. The Kitchen area will be designed with a gas fired Make up air unit, a dishwasher exhaust fan and associated ductwork, Supply air smoke detection will be provided by a duct smoke detector at the supply discharge of the Make up air unit. Upon detection of smoke by the smoke detector, the Make up air unit will shut down automatically and transmit a supervisory signal to the fire alarm control panel. There will be also an Energy Recovery unit for the shower/locker area and console heat pumps for the sitting areas in the basement. Design also includes Cabinet unit heaters and/or unit heaters for the entry vestibule, kitchen, electric room and mechanical room as well as exhaust fans for toilets; Air conditioning and ventilation for elevator machine room and hoist way venting and Dryer exhaust venting for basement laundry area. A fire damper will be installed in ductwork where it penetrates fire-rated walls and where ductwork penetrates the floors in accordance with the Massachusetts Code 717.0 and NFPA 90A; damper rating will match the fire rating of the assembly penetrated. Page 5 Cummaquid Golf Club May 30,2014 Yarmouth Port, MA Related Systems Interface: There will be no new interfaces with other building systems included in the scope of this project. Section 5 —Features Used in the Design Methodology N/A Section 6— Special Consideration and Description There is no intent to deviate from the prescriptive code requirements of regulatory codes and standards with alternative methods. (1.b) SEQUENCE OF OPERATION FIRE SPRINKLER SYSTEMS Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Water from the water filled pipe is discharged immediately from the sprinkler head(s) to control'the fire. Fire pump starts automatically on pressure drop and continues to run until manually shut off. The fire department may pump either of the two fire department connections to supplement the system. Sprinkler system water flow alarms, activate upon system flow and indicate to the FACP an alarm condition. The sprinkler(s) continue to flow water until manually shut off. FIRE ALARM SYSTEM Sequence of Operation: ' In accordance with the Town of Barnstable and the Massachusetts State Building Code, the operation of a manual station or activation of any automatic alarm initiating device (system smoke detectors (except duct smokes) valve tamper switches, and waterflow switches)will cause the following to occur: • Transmit a signal to the UL Listed Central Station monitoring service via telephone dialer. • Sound a code 3 temporal evacuation signal throughout the building. • Flash all visual signals throughout the building in a synchronized manner. • Flash an alarm LED and sound an audible signal at the FACP. • Upon Acknowledgment, the alarm LED will light steadily and the audible shall silence. Subsequent alarms will re-initiate this sequence. Page 6 Cummaquid Golf Club May 30,2014 Yarmouth Port, MA • Upon alarm initiation by an elevator lobby smoke detector or other designated recall device, recall elevator that serves the floor of initialization to the main egress level. If the alarm initiates on the main egress level, return the elevator to the alternate floor as directed by the authority having jurisdiction. • Visually indicate the alarm initiating device type and location via the LCD display located at the FACP and the remote LCD annunciator located in the Main Lobby. • Automatically shut down HVAC functions, as required. • Activate the outside weatherproof beacon. • Activate outside 24 VDC electric alarm bell upon waterflow alarm only. Activation of duct smoke detectors will cause a supervisory signal only at the fire alarm control panel and send a supervisory signal to the UL Listed Central Station. HVAC Sequence of Operation: Make Up Rooftop Unit Smoke Detection: Smoke detector at the Make up air unit will be hard-wired to the fan starter and shall stop the supply fan and close the outside air damper whenever smoke is detected. Activation of duct smoke detector will cause a supervisory signal only at the fire alarm control panel and send a supervisory signal to the UL Listed Central Station monitoring service. (1.c) TESTING CRITERIA Section 1 —General Testing Criteria The general contractor has overall responsibility for setting up and coordinating all acceptances testing with authorities having jurisdiction. All testing will be in accordance with NFPA requirements, the Massachusetts State Building Code, 8th Edition, the International Mechanical Code, the NFPA National Electrical Code, local authorities having jurisdiction and the contract specifications. FIRE SPRINKLER SYSTEMS • The sprinkler contractor is responsible for setting up and coordinating all sprinkler system acceptance testing. All testing will be in accordance with NFPA 13, 14, 24, the Massachusetts State Building Code, and contract specification 15300. Page 7 Cummaquid Golf Club May 30,2014 Yarmouth Port, MA FIRE ALARM SYSTEM Testing Criteria: The completed system will be subject to the final test and acceptance, UL certification and periodic inspection, testing and maintenance, in accordance with the Town of Barnstable, Massachusetts State Building Code and NFPA 72 as follows: • The test will be conducted by a UL certified,testing company. Each and every device will be functionally tested. • Upon function test of each device, the corresponding programmed event sequences will be verified. Subsequent events will include system annunciation, elevator recall, HVAC control sequences, and municipal reporting. • Proper visual notification will be verified. • Audible sound pressure levels will be measured and recorded. • Fault conditions will be simulated and verified as to their proper reporting and system response. These will include loss of AC power, battery standby operation, and wiring faults of each and every circuit. • A complete report demonstrating the activation and subsequent acknowledgement of each activation will be generated. An annual test and inspection contract will be in evidence at the time of final testing. The final system acceptance test will be conducted by the holder of the test contract, and witnessed by the local authority having jurisdiction. Upon successful test and acceptance, a UL certificate and final report of compliance will be issued by the testing company. Testing and inspection will be conducted by the testing company of record as described and in accordance with NFPA 72. In addition to device testing, maintenance (sensitivity) reports will be generated directly from the system during each quarterly test. These reports will include a complete listing of each analog device in the system, their corresponding programmed sensitivity setting, and their current sensitivity level, and the number of times each device has entered alarm verification mode. HVAC Upon completion and prior to acceptance of the installation, smoke detection systems and operations will be thoroughly tested in accordance with the Massachusetts State Building Code, 8th edition, the International Mechanical • Code and NFPA. A certificate of approval and acceptance will be submitted to the architect by the HVAC Contractor. All tests are to be witnessed by the Authority Having Jurisdiction and the Architect. Page 8 Cummaquid Golf Club May 30,2014 Yarmouth Port,MA Testing criteria will include, but not be limited to; confirmation of correct air flow at unit. Section 2—Equipment and Tools FIRE SPRINKLER SYSTEMS The sprinkler contractor will be responsible for providing all required equipment and tools including but not limited to: hydrostatic testing equipment, pressure gauges, hoses, nozzles,manufacturer's instructions, radios, etc. FIRE ALARM SYSTEM The Electrical Contractor will provide all tools necessary to complete the successful testing of the Fire Alarm systems. • HVAC • The HVAC Contractor will provide all tools necessary to complete the successful testing of the HVAC systems including, as necessary, lifts, gauges, pitot pressure sensors and other CFM reading and balancing equipment, adjustable and fixed sheave drives and belts (for adjusting fans), rpm and electrical meters, etc. HVAC Systems shall be balanced to be within 10% of design criteria. Section 3 —Approval Requirements Written approval of all acceptance testing from the Barnstable Fire District will be obtained. All system failures will be reported to the general contractor, • Barnstable Fire District, and the design engineer. The Barnstable Fire District will be provided with copies of NFPA 13, 14. and 72 testing certificates, instruction manuals and as-built drawings. • The owner will submit to the Barnstable Fire District the names and telephone numbers of emergency contacts. \\FS3\g drive\Projects\2014-Boston\M1409-001.00\Specifications Tire\901 Narrative CUMMAQUID.doc Page 9 ti<< • Fire Protection Hydraulic Calculation • performed by: • CONSULTING . . ."NOF MAgsq cy i DOMNIENIc A' � AHA CONSULTING ENGINEERS c1oU�►® 24 HARTWELL AVE 4 4�60 THIRD FLOOR r No �> LEXINGTON, MA 02421 781-372-3000 Oirt r . Job Name : CUMMAQUID GOLF CLUBHOUSE Building : NEW CLUBHOUSE Location : 35 MARSTONS LANE System — Contract : . --- Data File : GCATTIC.WXF -_ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . AHA CONSULTING ENGINEERS Page 1 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hydraulic Design Information Sheet Name - CUMMAQUID GOLF CLUB Date - 05/30/2014 Location - 35 MARSTONS LANE Building - NEW CLUBHOUSE System No. - Contractor - Contract No. - Calculated By - AHA CONSULTING ENGINEERS Drawing No. - FP3.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - ATTIC SPACE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2031 SF System Type Sprinkler/Nozzle Density - 0.15 ( ) Wet Make D Area Per Sprinkler - 120 SF (X) Dry Model E Elevation at Highest Outlet - 38.25' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 250 GPM ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G . Hose Allowance - Outside - N Note Calculation Flow Required - 87 Press Required - 52 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 01/31/2014 Cap. - T Time of Test - 11:30 AM Rated Cap.- • Elev.- E Static Press -.-7.3 PSI @ Press - R Residual Press -: 61 PSI Elev. - Well Flow 121.0 GPM S Elevation U P Location - FLOW HYDRANT COUNTRY CLUB DRIVE P PRESSURE HYRDANT MARSTONS LANE L Source of Information - A.P. CAPUTO Y C Commodity Class Location O Storage Ht. Area Aisle W. • M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S , R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C "_ R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G • E Horizontal 13d—friers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AHA CONSULTING ENGINEERS Page 2 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 City Water Supply: Demand: C1 - Static Pressure : 73 D1 - Elevation : 14.401 C2 - Residual Pressure: 61 D2 - System Flow : 716.849 C2 - Residual Flow : 1210 D2 - System Pressure : 50.753 Hose ( Demand ) : 250 D3 - System Demand : 966.849 Safety Margin : 14.323 150 : 140 41 ! 130 p120 R 110 • E 100 S 90 S 80 € C1 'U70 C2 R60 �— D2 • E 50 >7© o 40 D3 30 20 ' - 10 D1 200 4001 600 800 1000 {s� 1200 1400 1600 1800 FLOW ('NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Pressure / Flow Summary - STANDARD AHA CONSULTING ENGINEERS Page 3 . CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Node Elevation K-Fact Pt Pn Flow Density Area Press No. • Actual Actual Req. D1 33.0 5.6 11.69 na 19.14 0.15 120 7.0 D2 27.75 5.6 14.11 na 21.03 0.15 120 7.0 D3 27.75 5.6 14.7 na 21.47 0.15 120 7.0 D4 29.25 5.6 13.96 na 20.92 0.15 120 7.0 D5 23.5 5.6 16.63 na 22.83 0.15 120 • 7.0 D6 29.25 5.6 14.11 na 21.03 0.15 120 7.0 D7 23.5 5.6 16.78 na 22.94 0.15 120 7.0 D8 23.5 5.6 17.49 ,na 23.42 0.15 120 7.0 D9 23.5 5.6 18.02 na 23.77 0.15 120 7.0 D10 38.25 5.6 10.33 na 18.0 0.15 120 7.0 D11 33.0 5.6 12.74 na 19.99 0.15 120 7.0 D12 27.75 5.6 15.54 na 22.08 0.15 120 7.0 D13 23.0 5.6 18.83 na 24.3 0.15 120 7.0 D14 38.25 5.6 10.48 na 18.13 0.15 120 7.0 D15 •33.0 5.6 12.89 na 20.11 0.15 120 7.0 D16 27.75 5.6 15.7 - na 22.19 0.15 120 7.0 D17 23.0 5.6 19.01 na 24.42 0.15 • 120 7.0 D18 38.25 5.6 10.73 na 18.35 0.15 120 7.0 D19 33.0 5.6 13.15 na 20.3 0.15 120 7.0 D20 27.75 5.6 15.97 na 22.38 0.15 120 7.0 D21 23.0 5.6 19.3 na 24.6 0.15 120 7.0 • I D22 38.25 5.6 10.99 na 18.57 0.15 120 7.0 D23 27.75 5.6 15.68 na 22.18 0.15 120 7.0 D24 27.75 5.6 16.28 na 22.6 0.15 120 7.0 D25 23.0 5.6 19.7 na 24.86 0.15 120 7.0 D26 38.25 5.6 11.6 na 19.08 0.15 120 7.0 D27 33.0 5.6 14.03 na 20.97 0.15 120 7.0 D28 27.75 5.6 16.88 na 23.01 0.15 120 7.0 D29 23.0 5.6 20.29 na 25.23 0.15 120 7.0 D30 27.75 5.6 19.07 na 24.45 0.15 120 7.0 D31 38.25 5.6 13.68 na 20.71 0.15 120 7.0 D32 33.0 5.6 16.13 na 22.49 0.15 120 7.0 D33 38.25 5.6 14.46 na 21.3 0.15 120 7.0 M1 22.0 17.41 na M2 22.0 17.5 na M3 22.0 17.65 na M4 22.0 18.21 na M5 22.0 18.74 na M6 22.0 19.67 na M7 22.0 -- 19.85 na M8 22.0 20.15 na M9 22.0 20.58 na -". M10 22.0 21.17 na M11 37.25 15.15 na M12 31.25 17.75 na M13 26.25 19.93 na • • M14 22.0 21.87 na M15 22.0 24.37 na TRD 22.0 24.96 na BRD 9.5 30.83 na DS1 9.5 33.32 na DS2 3.0 37.01 na 250.0 F1 -5.0 46.13 na ' F2 -5.0 _ 46.78 na F3 -5.0 . 54.39 na TEST 5.0 50.75 na The maximum velocity is-i,1:3.91 and is occurs in the pipe between nodes D29 and M10,; Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Hazen-Williams AHA CONSULTING ENGINEERS Page 4 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 19.14 1.61 • 0.0 10.000 11.687 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D2 19.14 0.0148 0.0 10.000 0.148 Vel = 3.02 D2 21.04 1.61 0.0 10.000 14.109 K Factor= 5.60 to 120.0 0.0 0.0 0.0 D3 40.18 0.0588 0.0 10.000 0.588 Vel = 6.33 D3 21.47 1.61 0.0 1.750 14.697 K Factor= 5.60 to 120.0 0.0 0.0 2.490 M 1 61.65 0.1297 0.0 1.750 0.227 Vel = 9.72 0.0 61.65 17.414 K Factor= 14.77 D4 20.92 1.61 0.0 10.000 13.960 K Factor= 5.60 to 120.0 0.0 0.0- 2.490 D5 20.92 0.0176 0.0 , 10.000 0.176 Vel = 3.30 D5 22.84 1.61 0.0 3.250 16.626 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M2 43.76 0.0686 0.0 3.250 0.223 Vel = 6.90 0.0 43.76 17.499 K Factor= 10.46 D6 21.03 1.61 0.0 10.000 14.108 K Factor= 5.60 to 120.0 0.0 0.0 2.490 D7 21.03 0.0178 0.0 10.000 0.178 Vel = 3.31 D7 22.94 1.61 0.0 3.250 16.776 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M3 43.97 0.0692 0.0 3.250 0.225 Vel =- 6.93 0.0 43.97 . 17.651 K Factor= 10.47 D8 23.42 1.61. 0.0 3.250 . 17.491 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M4 23.42 0.0215 0.0 3.250 0.070 Vel = 3.69 0.0 23.42 18.211 .K Factor= 5.49 D9 23.77 1.61 0.0 3.250 18.022 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M5 23.77 . 0.0222 0.0 3.250 0.072 Vel = 3.75 0.0 23.77 18.744 K Factor= 5.49 D10 18.00 1.61 - 0.0 10.000 10.332 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D11 18.0 0.0132 0.0 10.000 0.132 Vel = 2.84 D11 19.99 1.61 0.0 10.000 12.738 K-Factor= 5.60 to • 120.0 0.0 0.0 2.274 D12 37.99 0.0530 0.0 10.000 0.530 Vel = 5.99 D12 22.07 1.61 0.0 10.000 15.542 K Factor= 5.60 to 120.0 0.0 . 0.0 2.057 D13 60.06 0.1235 0.0 10.000 1.235 Vel = 9.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA CONSULTING ENGINEERS Page 5 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt 1 Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D13 24.31 1.61 0.0 1.750 18.834 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M6 84.37 0.2320 0.0 1.750 0.406 Vel = 13.30 0.0 84.37 19.673 K Factor= 19.02 D14 18.13 1.61 0.0 10.000 10.485 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D15 18.13 0.0134 0.0 10.000 0.134 Vel = 2.86 D15 20.11 1.61 0.0 10.000 12.893 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D16 38.24 0.0536 0.0 10.000 0.536 Vel = 6.03 D16 22.19 1.61 0.0 10.000 15.703 K Factor= 5.60 to 120.0 0.0 0.0 2.057 D17 60.43 0.1250 0.0 10.000 1.250 Vel = 9.52 D17 24.42 1.61 0.0 1.750 19.010 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M7 84.85 0.2337 0.0 1.750 0.409 Vel = 13.37 0.0 84.85 19.852. K Factor= 19.04 D18 18.35 1.61 0.0 10.000 10.734 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D19 18.35 0.0138 0.0 10.000 0.138 Vel = 2.89 D19 20.30 1.61 0.0 10.000 13.146 K Factor=5.60 to . 120.0 0.0 0.0 2.274 _______ D20 38.65 0.0546 _0.0 _10.000 0.546 Vel = 6.09 r D20 22.38 1.61 0.0 . w10.000 15.966 K Factor=5.60 to, 120.0 0.0 0.0 2.057 D21 61.03 0.1273 0.0 10.000 1.273 Vel = 9.62 D21 24.60 1.61 0.0 1.750 19.296 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M8 85.63. 0.2383 0.0 1.750 0.417 Vel = 13.49 0.0 85.63 20.146 K Factor= 19.08 D22 18.57 1.61 0.0 . 10.000 10.994 K Factor= 5.60 to 120.0- . 0.0 0.0 4.548 D23 18.57 0.0140 0.0 10.000 0.140 Vel = 2.93 D23 22.17 1.61 0.0 10.000 15.682 K Factor= 5.60 to 120.0 0.0 • 0.0 0.0 - D24 • 40.74 0.0602 0.0 10.000 0.602 Vel = 6.42 D24 22.60 1.61 • 0.0 10.000 16.284 K Factor= 5.60 -. to 120.0 0.0 -T 0.0 2.057 , -_ D25 63.34 0.1364 0.0 10.000 1.364 Vel = 9.98 D25 24.86 1.61 0.0 1.750 19.705 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M9 88.2 0.2514 0.0 1.750 0.440 Vel = 13.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA CONSULTING ENGINEERS Page 6 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 88.20 20.578 K Factor= 19.44 D26 19.08 1.61 0.0 10.000 11.604 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D27 19.08 0.0148 0.0 10.000 0.148 Vel = 3.01 D27 20.97 1.61 0.0 10.000 14.026 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D28 40.05 0.0583 0.0 10.000 0.583 Vel = 6.31 D28' 23.01 1.61 0.0 10.000 16.883 K Factor= 5.60 • to • 120.0 0.0 0.0 2.057 D29 63.06 0.1352 ' 0.0 10.000 1.352 Vet = 9.94 D29 25.22 1.61 0.0 1.750 20.292 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M10 88.28 0.2520 0.0 1.750 0.441 Vel = 13.91 0.0 88.28 21.166 K Factor= 19.19 1 D30 24.45 1.61 E 4.0 5.000 19.065 K Factor= 5.60 to 120.0 0.0 4.000 0.650 M13 24.45 0.0234 0.0 9.000 0.211 Vel = 3.85 1 0.0 24.45 19.926 K Factor= 5.48 D31 20.71 1.61 0.0 10.000 13.683 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D32 20.71 0.0172 0.0 10.000 0.172 Vel = 3.26 D32 -- - 22.49 1.61 2E 8.0 5.000 ;, 16.129 K Factor= 5.60 to 120.0 0.0 8.000 2.923 M13 43.2 0.0672 0.0 13.000 - 0.874 Vel = 6.81 0.0 43.20 19.926 K Factor= 9.68 D33 21.30 1.61 2E 8.0 6.000 14.462 K Factor= 5.60 to 120.0 0.0 8.000 0.433 M 11 21.3 0.0182 0.0 14.000 0.255 Vel = 3.36 0.0 21.30 15.150 K Factor= 5.47 , M 1 61.65 4.26 T 26.334 9.500 17.414 to 120.0 3E 39.501 65.835 0.0 M2 61.65 0.0011 0.0 75.335 0.085 Vel = 1.39 " M2 43.75 4.26 T 26.334 10.000 17.499 to 120.0 E 13.167 39.501 ` 0.0 M3 105.4 0.0031 0.0 49.501 0.152 Vel = 2.37 M3 =_ 43.98 4.26 T 26.334 30.250 17.651 = to 120.0 3E 39.501 65.835 0.0 M4 149.38 0.0058 0.0 96.085 0.560 Vel = 3.36 M4 23.42 4.26 T 26.334 30.250 18.211 to 120.0 - E 13.167 39.501 0.0 M5 172.8 0.0076 0.0 69.751 0.533 VeI = 3.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA CONSULTING ENGINEERS Page 7 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M5 23.77 4.26 3E 39.501 30.000 18.744 to 120.0 T 26.334 65.835 0.0 M6 196.57 0.0097 0.0 95.835 0.929 Vel = 4.42 M6 84.37 6.357 T 37.72 12.000 19.673 to 120.0 E 17.603 55.323 0.0 M7 280.94 0.0027 0.0 67.323 0.179 Vel = 2.84 " M7 84.84 6.357 T 37.72 12.000 19.852 to 120.0 E 17.603 55.323 0.0 M8 365.78 0.0044 0.0 67.323 0.294 Vel = 3.70 M8 85.63 6.357 T 37.72 12.000 20.146 to 120.0 E 17.603 55.323 0.0 M9 451.41 0.0064 0.0 67.323 0.432 Vel = 4.56 M9 88.20 6.357 T 37.72 10.500 20.578 • to 120.0 E 17.603 55.323 0.0 M10 539.61 0.0089 0.0 65.823 0.588 Vel = 5.45 M10 88.29 6.357 T 37.72 4.500 21.166 to 120.0 E 17.603 55.323 0.0 M14 627.9 0.0118 • 0.0 59.823 0.708 Vel = 6.35 0.0 627.90 21.874 K Factor= 134.25 M 11 21.30 4.26 T 26.334 12.000 15.150 I to 120.0 0.0 26.334 2.599 M 12 21.3 0.0001 0.0 38.334 0.005 Vel = 0.48 I M 12 0.0 4.26 T 26.334 12.000 17.754 1 to 1.2.0..0 0.0 26.334' 2.16.6_ M. M13 21.3 . 0.0002 0.0 • 38.334 0.006 -•- Vel = 0.48 M13 67.65 4.26 T 26.334 8.500 19.926 to 120.0 E 13.167 39.501 1.841 M14 88.95 0.0022 0.0 48.001 0.107 Vel = 2.00 M14 627.90 6.357 T 37.72 92.000 21.874 • to 120.0 2E 35.205 72.925 0.0 M15 716.85 0.0151 0.0 164.925 2.492 Vel = 7.25 M15 0.0 6.357 T 37.72 . 1.750 24.366 to 120.0 0.0 37.720 0.0 TRD 716.85 0.0151 • 0.0 39.470 0.597 Vel = 7.25 TRD 0.0 6.357 ' E 17.603 12.500 24.963 to 120.0 0.0 17.603 5.414 BRD 716.85 _0.0151 0.0 30.103 0.455 Vel = 7.25 BRD 0.0 6.357 4E 70.411 94.000 30.832 to 120.0 0.0 70.411 0.0 DS1 716.85 0.0151 ` 0.0 164.411 2.484 Vel.= 7.25 DS1 0.0 -6.357 E 17.603 6.500 . 33.316 to 120.0 A 33.948 51.551 2.815 DS2 716.85 0.0151 • 0.0 58.051 .0.878 Vel = 7.25 DS2 . 250.00 6.357 E 17.603 7.500 37.009 Qa =250 to 120.0 . . 0.0 17.603 8.465 ** Fixed Loss = 5 F1 966.85 0.0263 0.0 25.103 0.660 Vel = 9.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA CONSULTING ENGINEERS Page 8 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F1 0.0 6.16 E 20.084 8.000 46.134 to 140.0 0.0 20.084 0.0 F2 966.85 0.0230 0.0 28.084 0.646. Vel = 10.41 F2 0.0 6.16 : 4E 80.336 250.000 46.780 to 140.0 0.0 80.336 0.0 F3 966.85 0.0230 0.0 330.336 7.611 Vel = 10.41 F3 0.0 6.16. E 20.084 10.000 54.391 to 140.0 0.0 20.084 -4.331 TEST 966.85 0.0230 0.0 30.084 0.693 Vel = 10.41 0.0 966.85 50.753 K Factor= 135.72 • • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fire Protection Hydraulic Calculation. performed by: fi 4 CONSULTING • " MA Ss AHA ConsultingEngineers, Inc. z� r A. 9 /O DO�NIC A• 24 Hartwell Avenue g CIMINp 3rd,_;Floor o. FIg�PROTECTION Lexington, MA 02421 _ � 0.41630 781-372-3000 �O `��` Job Name : CUMMAQUID GOLF CLUBHOUSE Building : NEW CLUBHOUSE Location : 35 MARSTONS LANE System : Contract : Data File : GCATTIC.WXF • Computer Programs by Hydratec Inc. Route 111. Windham N.H. USA 03087 AHA Consulting Engineers, Inc. Page 1 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hydraulic Design Information Sheet Name - CUMMAQUID GOLF CLUB Date - 05/30/2014 Location - 35 MARSTONS LANE Building - NEW CLUBHOUSE System No. - Contractor - Contract No. - Calculated By - AHA CONSULTING ENGINEERS Drawing No. - FP3.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - ATTIC SPACE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2031 SF System Type Sprinkler/Nozzle Density - 0.15 ( ) Wet Make D Area Per Sprinkler - 120 SF (X) Dry Model E Elevation at Highest Outlet - 38.25' ( ) Deluge Size 1/2". S Hose Allowance - Inside - 250 GPM ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 87 Press Required - 52 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 01/31/2014 Cap. - T Time of Test - 11:30 AM Rated Cap.- Elev.- E Static Press - 73 PSI @ Press - R Residual Press - 61 PSI Elev. - Well Flow - 1210 GPM Proof Flow S Elevation - U, Py `Location - FLOW HYDRANT COUNTRY CLUB DRIVE `. P PRESSURE HYRDANT MARSTONS LANE L Source of Information - A.P. CAPUTO Y C Commodity Class Location O Storage Ht. Area Aisle W. M. Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C • R K Flue Spacing Clearance:Storage to Ceiling A- - Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) AHA Consulting Engineers, Inc. Page 2 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 City Water Supply: Demand: C1 - Static Pressure : 73 D1 - Elevation : 14.401 C2 - Residual Pressure: 61 D2 - System Flow : 716.849 C2 - Residual Flow 1210 D2 - System Pressure : 50.753 Hose ( Demand ) : 250 D3 - System Demand : 966.849 Safety Margin : 14.323 150 - 140 130 p 120 R 110 E 100 ` S 90 S 80 € C1 U 70 C2 • R60 - D2 E 50 _ :e, o f i 40d . D3 <..' 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AHA Consulting Engineers, Inc. Page 3 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Fitting Legend Abbrev. Name '/: '/ 1 1% 1'/ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel El &E3 7.7 21.5 17 27 29 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 _ 10 12 15 '17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units , Inches # Length Units ''' Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch • Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AHA Consulting Engineers, Inc. Page 4 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 • Node Elevation K-Fact . Pt Pn Flow Density Area Press No. Actual Actual Req. D1 . 33.0 5.6 11.69 na 19.14 0.15 120 7.0 D2 27.75 5.6 14.11 na 21.03 0.15 120 7.0 D3 27.75 5.6 14.7 na 21.47 0.15 120 7.0 D4 29.25 5.6 13.96 na 20.92 0.15 120 7.0 D5 23.5 5.6 16.63 na 22.83 0.15 120 7.0 D6 29.25 5.6 14.11 na 21.03 0.15 120 7.0 D7 23.5 5.6 16.78 na 22.94 0.15 120 7.0 D8 23.5 5.6 17.49 na 23.42 0.15 120 7.0 D9 23.5 5.6 18.02 na 23.77 0.15 120 7.0 D10 38.25 5.6 10.33 na 18.0 0.15 120 7.0 D11 33.0 5.6 12.74 na 19.99 0.15 120 7.0 D12 27.75 5.6 15.54 na 22.08 0.15 120 7.0 D13 23.0 5.6 18.83 na 24.3 0.15 120 7.0 D14 38.25 5.6 10.48 na 18.13 0.15 120 7.0 D15 33.0 5.6 12.89 - na 20.11 0.15 120 7.0 • D16 27.75 5.6 15.7 na 22.19 0.15 120 7.0 D17 23.0 5.6 19.01 na 24.42 0.15 120 7.0 D18 38.25 5.6 10.73 na 18.35 0.15 120 7.0 D19 33.0 5.6 13.15 na 20.3 0.15 120 7.0 D20 27.75 5.6 15.97 na 22.38 0.15 120 7.0 D21 23.0 5.6 19.3 na 24.6 0.15 120 7.0 D22 38.25 5.6 10.99 na 18.57 0.15 120 7.0 D23 27.75 5.6 15.68 na 22.18 0.15 120 7.0 D24 27.75 5.6 16.28 na 22.6 0.15 120 7.0 D25 23.0 5.6 19.7 na 24.86 0.15 120 7.0 D26 38.25 5.6 11.6 na 19.08 0.15 120 7.0 D27 33.0 5.6 14.03 na 20.97 0.15 120 7.0 D28 27.75 5.6 16.88 na 23.01 0.15 120 • . 7.0 D29 23.0 5.6 20.29 na 25.23 0.15 120 7.0 D30 27.75 5.6 19.07 na 24.45 0.15 120 7.0 D31 38.25 5.6 13.68 na 20.71 0.15 120 7.0 D32 33.0 5.6 16.13 na 22.49 0.15 120 7.0 D33 38.25 5.6 14.46 na 21.3 0.15 120 7.0 M1 22.0 17.41 na M2 ' 22.0 17.5 na M3 22.0i 17.65 na M4 22.0:• 18.21 na M5 - 22.0-7-- 18.74 M6 22A, 19.67 na , M7 22.0" 19.85 na M8 22.0 20.15 - na M9 22.0 20.58 na M10 22.0 21.17 na, M11 37.25 15.15 na M12 31.25 • 17.75 s na M13 26.25 19.93 na M14 22.0 21.87 na , M15 22.0 24.37 na TRD 22.0 24.96 na BRD 9.5 30.83 na DS1 9.5 33.32 na ., DS2 3.0 37.01 na 250.0 F1 -5.0 46.13 na F2 -5.0 46.78 na F3 -5.0 54.39 na TEST 5.0- , 50.75 na The maximum velocity is 13.91 and it occurs in the pipe between nodes D29 and M10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . • Final Calculations - Hazen-Williams AI-A Consulting Engineers, Inc. Page 5 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 19.14 1.61 0.0 10.000 11.687 K Factor= 5.60 to 120.0 0.0 0.0 2.274 • D2 19.14 0.0148 0.0 10.000 0.148 Vel = 3.02 1 D2 21.04 1.61 0.0 10.000 14.109 K Factor= 5.60 I to 120.0 0.0 0.0 0.0 D3 • 40.18 0.0588 0.0 10.000 0.588 Vel = 6.33 D3 21.47 1.61 0.0 1.750 14.697 K Factor= 5.60 to 120.0 0.0 0.0 2.490 M1 61.65 0.1297 0.0 1.750 0.227 Vel = 9.72 0.0 61.65 17.414 K Factor= 14.77 D4 20.92 1.61 0.0 10.000 13.960 K Factor= 5.60 to 120.0 0.0 0.0 2.490 . D5 20.92 0.0176 0.0 10.000 0.176 Vel = 3.30 D5 22.84 1.61 0.0 3.250 , 16.626 K Factor= 5.60 to 120.0 0.0 0.0 . 0.650 M2 43.76 0.0686 0.0 3.250 0.223 Vel= 6.90 0.0 43.76 17.499 K Factor= 10.46 D6 21.03 1.61 0.0 10.000 14.108 K Factor= 5.60 to 120.0 0.0 0.0 2.490 D7 21.03 0.0178 0.0 10.000 0.178 Vel = 3.31 D7 22.94 1.61 0.0 3.250 16.776 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M3 43.97 0.0692 0.0 3.250 0.225 Vel = 6.93 0.0 43.97 - -- 17.651 --K Factor= 10.47 D8 23.42 1.61 0.0 3.250 17.491 • -'""w K Factor= 5.60 to 120.0 0.0 0.0 0.650 M4 23.42 0.0215 • 0.0 3.250 0.070 Vel = 3.69 0.0 23.42 18.211 K Factor= 5.49 D9 23.77 1.61 0.0 3.250 18.022 K Factor= 5.60 to 120.0 0.0 0.0 0.650 M5 23.77 0.0222 0.0 3.250 0.072 Vel = 3.75 0.0 • 23.77 18.744 K Factor= 5.49 D10 18.00 1.61 0.0 10.000 10.332 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D11 18.0 0.0132 0.0 10.000 0.132 Vel = 2.84 1 D11 19.99 1.61 0.0 10.000 12.738 - K Factor= 5.60 to 120.0 0.0 0.0 2.274 D12 37.99 0.0530 0.0 10.000 0.530 Vel = 5.99 D12 22.07 1.61 "_ - 0.0 10.000 15.542 K Factor= 5.60 to 120.0 ,0.0 0.0 2.057 D13 60.06 0.1235 0.0 10.000 1.235 Vel = 9.47 D13 24.31 1.61 0.0 1.750 18.834 K Factor= 5.60 to 120.0 0.0 • 0.0 0.433 M6 84.37 0.2320 0.0 1.750 0.406 Vel = 13.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 6 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 84.37 19.673 K Factor= 19.02 D14 18.13 1.61 0.0 10.000 10.485 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D15 18.13 0.0134 0.0 10.000 0.134 Vel = 2.86 D15 20.11 1.61 0.0 10.000 12.893 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D16 38.24 0.0536 0.0 10.000 0.536 Vel = 6.03 D16 22.19 1.61 0.0 10.000 15.703 K Factor= 5.60 to 120.0 0.0 0.0 2.057 D17 60.43 0.1250 0.0 10.000 1.250 Vel = 9.52 D17 24.42 1.61 0.0 1.750 19.010 K Factor= 5.60 1 to 120.0 0.0 0.0 0.433 M7 84.85 0.2337 0.0 1.750 0.409 Vel = 13.37 0.0 84.85 19.852 K Factor= 19.04 D18 18.35 1.61 0.0 10.000 10.734 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D19 18.35 0.0138 0.0 10.000 0.138 Vel = 2.89 D19 20.30 1.61 0.0 10.000 13.146 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D20 38.65 0.0546 0.0 10.000 0.546 Vel = 6.09 D20 22.38 1.61 0.0 10.000 15.966 K Factor= 5.60 to 120.0 0.0 0.0 2.057 D21 r 61.03 0.1273 -0.0 10.000 1.273 Vel= 9.62 D21 24.60 1.61 0.0 1.750 19.296 K Factor= 5.60 to 120.0 -0:0 ,. 0.0 0.433 M8 85.63 0.2383 `0-.0'- 1.750 0.417 Vel= 13.49` 0.0 85.63 20.146 K Factor= 19.08 D22 18.57 1.61 0.0 10.000 10.994 K Factor= 5.60 to 120.0 0.0 0.0 4.548 D23 18.57 0.0140 0.0 10.000 0.140 Vel = 2.93 D23 22.17 1.61 0.0 10.000 15.682 K Factor= 5.60 to 120.0 0.0 0.0 0.0 D24 40.74 0.0602 0.0 10.000 0.602 Vel = 6.42 D24 22.60 1.61 0.0 10.000 16.284 K Factor= 5.60 to 120.0 0.0 0.0 2.057 . D25 63.34 0.1364 0.0 10.000 1.364 Vel = 9.98 D25 24.86 1.61 0.0 1.750 19.705 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M9 88.2 0.2514 0.0 1.750 0.440 Vel = 13.90 0.0 88.20 m 20.578 K`Factor=--19.44 D26 19.08 1.61 0.0 10.000 11.604 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D27 19.08 0.0148 0.0 10.000 0.148 Vel = 3.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 7 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D27 20.97 1.61 0.0 . 10.000 14.026 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D28 40:05 0.0583 0.0 10.000 0.583 Vel = 6.31 D28 23.01 1.61 0.0 10.000 16.883 K Factor= 5.60 to 120.0 0.0 0.0 2.057 D29 63.06 0.1352 0.0 10.000 1.352 Vel = 9.94 D29 25.22 1.61 0.0 1.750 20.292 K Factor= 5.60 to 120.0 0.0 0.0 0.433 M10 88.28 0.2520 0.0 1.750 0.441 Vel = 13.91 0.0 88.28 21.166 K Factor= 19.19 D30 24.45 1.61 1E 4.0 5.000 19.065 K Factor= 5.60 to 120.0 0.0 4.000 0.650 1 M13 24.45 0.0234 0.0 9.000 0.211 Vel = 3.85 0.0 24.45 19.926 K Factor= 5.48 D31 20.71 1.61 0.0 10.000 13.683 K Factor= 5.60 to 120.0 0.0 0.0 2.274 D32 20.71 0.0172 0.0 10.000 0.172 Vel = 3.26 D32. 22.49 1.61 2E 8.0 5.000 16.129 K Factor= 5.60 to 120.0 0.0 8.000 2.923 M13 43.2 0.0672 0.0 13.000 0.874 Vel = 6.81 0.0 43.20 19.926 K Factor= 9.68 -D33 21.30 1.61 2E 8.0 6.000 14.462 K Factor= 5.60 to 120.0 0.0 8.000 0.433 -M1-1 21.3 0.0182 0.0 - 14.000 0.255 Vel = 3.36 --- 0.0 21.30 15.150 K Factor= 5.47 M 1 61.65 4.26 1 T 26.334 9.500 . 17.414 to 120.0 3E 39.501 65.835 0.0 • M2 61.65 0.0011 0.0 75.335 0.085 Vel = 1.39 M2 43.75 4.26 1 T 26.334 10.000 17.499 to 120.0 1E 13.167 39.501 0.0 M3 105.4 0.0031 0.0 49.501 0.152 Vel = 2.37 M3 43.98 4.26 1T 26.334 30.250 17.651 to 120.0 3E 39.501 65.835 0.0 M4 149.38 0.0058 0.0 96.085 0.560 Vel= 3.36 M4 23.42 4.26 1 T 26.334 30.250 18.211 to 120.0 1E 13.167 39.501 0.0 M5 172.8 0.0076 0.0 69.751 0.533 • Vel = 3.89 M5 23.77 4.26 - 3E 39.501 30.000 18.744 to 120.0 1 T 26.334 65.835 0.0 M6 196.57 0.0097 0.0 95.835 0.929 Vel = 4.42 _= M6 84.37 6.357 1 T 37.72 12.000 19.673 to 120.0 1E 17.603 55.323 0.0 M7 280.94 0.0027 0.0 67.323 0.179 Vel = 2.84 M7 84.84 6.357 1 T 37.72 12.000 19.852 to . .120.0 1 E 17.603 55.323 0.0 M8 365.78 0.0044 0.0 67.323 0.294 Vel = 3.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AI1A Consulting Engineers, Inc. Page 8 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M8 85.63 6.357 1 T 37.72 12.000 20.146 to 120.0 1E 17.603 55.323 0.0 M9 451.41 0.0064 0.0 67.323 0.432 Vel = 4.56 M9 88.20 6.357 1 T 37.72 10.500 20.578 to 120.0 1E 17.603 55.323 0.0 M10 539.61 0.0089 0.0 65.823 0.588 Vel = 5.45 M 10 88.29 6.357 1 T 37.72 4.500 21.166 to 120.0 1E 17.603 55.323 0.0 M14 627.9 0.0118 0.0 59.823 0.708 Vel= 6.35 0.0 ' 627.90 21.874 K Factor= 134.25 M 11 21.30 4.26` 1 T 26.334 12.000 15.150 to 120.0 0.0 26.334 2.599 M12 21.3 0.0001 0.0 38.334 0.005 Vel = 0.48 M12 0.0 4.26 1 T 26.334 12.000 ' 17.754 to 120.0 0.0 26.334 2.166 M13 21.3 0.0002 0.0 38.334 0.006 Vel = 0.48 M13 67.65 4.26 1 T 26.334 8.500 19.926 to 120.0 1E 13.167 39.501 1.841 M14 88.95 0.0022 0.0 48.001 0.107 Vel = 2.00 M14 627.90 6.357 1T 37.72 92.000 21.874 to 120.0 2E 35.205 72.925 0.0 M15 716.85 0.0151 0.0 164.925 2.492 Vel = 7.25 M15 0.0 6.357 1 T 37.72 1.750 24.366 to 120.0 0.0 37.720 I 0.0' TRD 716.85 0.0151 0.0 39.470 0.597 Vel = 7.25 TRD -0.0 6.357 1E 17.603 12.500 24:963 to 120.0 0.0 17.603 5414 BRD 716.85 0.0151 0.0 30.103 0.455 Vel = 7.25 BRD 0.0 6.357 4E 70.411 94.000 30.832 to 120.0 0.0 70.411 0.0 „ DS1 716.85 0.0151 0.0 164.411 2.484 Vel = 7.25 DS1 0.0 6.357 1E 17.603 6.500 33.316 11 to 120.0 1 A 33.948 51.551 2.815 DS2 716.85 0.0151 0.0 58.051 0.878 Vel = 7.25 DS2 250.00 6.357, 1E 17.603 7.500 37.009 Qa=250 to 120.0 0.0 17.603 8.465 * Fixed loss = 5 F1 966.85 0.0263 0.0 25.103 0.660 Vel = 9.77 F1 0.0 6.16 , 1E . 20.084 8.000 46.134 to 140.0 0.0 20.084 0.0 F2 966.85 0.0230 0.0 28.084 0.646 Vel = 10.41 F2 0.0 6.16 4E 80.336 250.000 46.780 to ' 140.0 - , 0.0 80.336 0.0 F3 966.85 0.0230 0.0 330.336 7611 ` Vel= 10.41 F3 - 0.0 6.16 1E 20.084 10.000 54.391 to 140.0 0.0 20.084 -4.331 TEST 966.85 0.0230 0.0 30.084 0.693 Vel= 10.41 • 0.0 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 9 CUMMAQUID GOLF CLUBHOUSE Date 05/30/2014 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 966.85 50.753 K Factor= 135.72 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .^ Bk 23178 Ps 210 44----73561_14 06--02--2014 a 01 m 56ip Town of Barnstable Zoning Board of Appeals .yP Decision and Notice Special Permit No. 2014-019-The Cummaquid Golf Club of Yarmouth and Barnstable, Inc. §240-94-Nonconforming Use/Modification of Special Permit No. 1972-16 To demolish existing golf course clubhouse and reconstruct new 15,905 sq.ft clubhouse Summary: Granted with Conditions Petitioner: The Cummaquid Golf Club of Yarmouth &Barnstable, Inc. P.O. Box 182, Yarmouthport, MA 02675 Property Address: 35 Marstons Lane Assessor's Map/Parcel: 350/001 Zoning: Residence F-1 & Residence F-2 Hearing Date: April 23,2014 Recording Information: Deed: Book 7638,Page 215 Plan: Plan Book 482, Page 32 (et.al) Background In Appeal 2014-019,The Cummaquid Golf Club of Yarmouth and Barnstable, Inc petitioned for a Special Permit pursuant to§240-94 Expansion of a preexisting nonconforming use and to modify Special Permit 1972- 16,which authorized construction of the existing clubhouse. The Petitioner sought to tear down the existing 11,238 square foot golf course clubhouse and rebuild a new 15,905 square foot clubhouse. The number of members belonging to the Cummaquid Golf Club was not proposed to increase; however,the larger structure will allow for expanded occupancy and use of the clubhouse. The Cummaquid Golf Club facility consists of 110.62 acres located in the Cummaquid area of Barnstable Village, south of Route 6A. The use of the property for a golf course dates back to 1895. The clubhouse, originally constructed in 1950,is situated on the northeast corner of the property. Two other structures, a golf- cart storage facility and a maintenance building,are also located on this portion of the lot;those structures are not impacted by this application. The remainder of the property contains an 18-hole golf course and associated facilities. The Board previously issued the following permits for expansion of the use: 1968-140: Expansion of golf course from 9 to 18 holes. 1972-016: Expansion of clubhouse and increase the number of memberships. 1975-027: Construction of an underground golf cart facility. This permit was never implemented. 1975-059: Construction of a free-standing golf cart storage building. 2003-015: Construction of new maintenance building. In 2012,the Club applied to the Board to demolish the existing clubhouse and rebuild a new 21,089 square foot clubhouse. That application was withdrawn without prejudice. The Applicant proposed to construct a 15,905 sq.ft clubhouse in the same general location as the existing facility. The proposed clubhouse is a two story structure oriented to the golf course to the south. The east facade of the structure,adjacent to the parking lot is a full two stories. The topography rises to the west;on the western facade of the building, the upper-story is at grade. There is an 860 square foot wrap-around covered porch on the southwest corner of the building, but no outdoor patio areas are proposed. The clubhouse features a dining area,"grill room"and bar and pro shop on the upper level and locker rooms, office space, and miscellaneous storage space on the lower level. There are 176 restaurant and bar seats proposed. Site improvements include realignment of the 69-space paved parking area. Approximately 62 spaces will continue to be provided in the crushed stone parking area. The clubhouse will continue to be accessed from the existing drive on Marstons Lane, in the northeast corner of the property. Other proposed site improvements include extensive landscaping around the new clubhouse,the addition of trees to a landscaped area within the crushed stone parking area, and new trees along Marstons Lane 1y • • IFx 28. 17.3 P'S21I.1 �2356o Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-019—Cummaquid Golf Club of Yarmouth&Barnstable,Inc adjacent to the parking area;a 15 foot wide drive around the building;deliveries and dumpsters accommodated at the north side of the building; mechanical equipment screened on the rooftop on the north side of the building; electrical equipment located in a screened area at the rear of the building,adjacent to the loading dock;and a new expanded, IA septic system and stormwater infrastructure. Procedural &Hearing Summary Special Permit No. 2014-019 to expand a preexisting nonconforming golf course clubhouse use and modify Special Permit No. 1972-16 was filed at the Town Clerk's office and office of the Zoning Board of Appeals on April 1, 2014. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on April 23, 2014 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Craig G. Larson, Brian Florence,Alex M. Rodolakis and David A. Hirsch. Attorney John Kenney represented the Petitioners before the Board. Attorney Kenney provided an overview of the relief requested and a history of the golf club. He confirmed that there would be no change in the membership of the club. Matthew Eddy from Baxter&Nye Engineering provided a summary of the proposed site plan and improvements. Steve Cook from Cotuit Bay Design provided an overview of the elevations and floor plans of the proposed clubhouse. Attorney Kenney discussed the enhanced landscaping along Marstons Lane to improve the appearance of the property and screening from residential property. He confirmed the club had an operations plan that would not allow private events and tournaments simultaneously. Attorney Kenney confirmed the club was in negotiations with MassDOT for a 99 year lease and eventual acquisition of fee interest in the railroad property. The Board Chair requested public comment. Joseph Berland'spoke in favor of the application. Stan and Jenny Baukus discussed negotiations they had with the club to provide screening on the Baukus'property to help mitigate any visual or noise impacts. Findings of Fact At the hearing on April 23, 2014, the Board unanimously made the following findings of fact for Appeal No. 2014-019, a request by The Cummaquid Golf Club of Yarmouth and Barnstable, Inc for a Special Permit pursuant to§240-94 Expansion of a preexisting nonconforming use and modification of Special Permit No. 1972-16: 1. The Cummaquid Golf Club of Yarmouth and Barnstable, Inc has petitioned for a Special Permit pursuant to§240-94 Expansion of a preexisting nonconforming use and for modification of Special Permit No. 1972-16. The Petitioner seeks to tear down the existing 11,238 square foot golf course clubhouse and rebuild a new 15,905 square foot clubhouse. 2. The property is located at 35 Marstons Lane, Cummaquid, MA as shown on Assessor's Map 350 as Parcel 001. It is in the Residence F-1 and Residence F-2 Zoning Districts. 3. Section 240-94(B)allows for expansion of a lawfully established preexisting nonconforming use with a Special Permit from the Board. The use of the property for a golf course dates back to 1895. 4. The Site Plan Review Committee reviewed the proposal and issued a letter dated April 4,2014 approving the project subject to conditions and issuance of a Special Permit by the Board. 5. A letter dated April 7, 2014 from the Cape Cod Commission confirms that this project does not trigger mandatory Development of Regional Impact thresholds because the proposed increase in gross floor area for the replacement building is less than 10,000 square feet. 6. On March 12, 2014,the Bamstable Committee of the Old Kings Highway Regional Historic District Commission approved a Certificate of Appropriateness for the proposed reconstruction. A Certificate of Demolition to allow the removal of the existing clubhouse was approved on October 24, 2012 and extended by the Committee on September 25, 2013. 7. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. There will not be an increase in club membership associated with the expansion of the building. 8. The proposed expansion and intensification will not be more detrimental to the neighborhood. Landscaping improvements along Marstons Lane will further screen the proposed redevelopment from residential property. 2 B:k 2817E Pst212 �2316O Town of Bamstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-019—Cummaquid Golf Club of Yarmouth&Barnstable,Inc 9. The proposed building is in compliance with all setback requirements of the RF-2 District. The clubhouse is proposed to be located 277 feet from Marstons Lane. 10. The proposed use and expansion is on the same lot as occupied by the nonconforming use on the date it became nonconforming. 11. The proposed new use is not expanded beyond the zoning district in existence on the date it became nonconforming. The expanded use remains within the RF-2 Zoning District. The vote to accept the findings was: AYE: Craig G.Larson,Alex M. Rodolakis, David A. Hirsch, Herbert K.Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2014-019 subject to the following conditions: 1. Special Permit No.2014-019 is granted to Cummaquid Golf Club of Yarmouth and Barnstable, Inc for expansion of the use of the property for a private golf course and members'clubhouse and customary accessory uses. This permit shall modify Special Permit No. 1972-16. 2. This permit shall authorize the demolition of the existing 11,238 sq.ft golf course clubhouse and reconstruction of a new 15,905 sq.ft clubhouse. 3. The new clubhouse and associated site improvements shall be completed in substantial conformance with the plans entitled"Cummaquid Golf Club—Proposed Club House", dated February 24,2014,drawn and stamped by Baxter Nye Engineering and Surveying and elevations entitled"New Clubhouse for Cummaquid Golf Club"dated March 21, 2014, drawn by Cotuit Bay Design, LLC. 4. Landscaping shall be installed in substantial conformance with the plans entitled"Landscape Site Plan— Golf Clubhouse Area—Prepared for Cummaquid Golf Club",dated February 19, 2014, drawn by Barnstable Landscape Design. Minor amendments to this landscape plan may be approved administratively. Landscape materials along Marstons Lane and within parking areas shall be maintained in healthy condition and the Applicant shall replace any dead or dying plant materials with healthy stock. 5. All outdoor lighting shall consist of full-cutoff fixtures and light shall be directed downward so as to not glare or shine onto adjacent properties. A photometric plan showing light levels zero at the property line shall be submitted for review and approval by the Growth Management Department prior to issuance of a building permit. 6. A fully executed long-term lease with Massachusetts Department of Transportation authorizing the improvements shown on the above-stated plans shall be recorded and a copy submitted to the Zoning Board of Appeals and Building Division offices prior to the issuance of any building permits for the property. 7. Vegetation shall be cleared as necessary so that adequate sight distances at the entrance to the site on Marstons Lane are maintained. 8. On-street parking on Marstons Lane is prohibited. 9. Use of facility shall be compliant with noise ordinance. 10. All work shall be completed in accordance with the approvals and conditions of the Site Plan Review Committee, Board of Health, and Barnstable Committee of the Old Kings Highway Regional Historic District Commission. 11. The decision shall be recorded at the Bamstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Craig G.Larson,Alex M. Rodolakis, David A. Hirsch, Herbert K. Bodensiek NAY: None 3 eta 2$1 7 >r°321 3 t'- 56n Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-019—Cummaquid Golf Club of Yarmouth&Barnstable,Inc Ordered Special Permit No.2014-019 for expansion of the use of the property at 35 Marstons Lane for a private golf course and members'clubhouse for the Cummaquid Golf Club of Yarmouth and Barnstable, Inc and for customary accessory uses and modification of Special Permit No. 1972-16 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any,shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. 6aigG:Larson, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this 0.27ay of M4g /`Yunder the pains and penalties of perjury. Ann Quirk,Town Clerk Y0Wf .\. ,•A\N� I • • • • a,-',> •.• ),/ •e * 4 ! e • °C°- * ••$ \ 't" * 1G�' ° • JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1 550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:John@Jwlcesq.com April 4, 2014 John Idman, Chief Regulatory Officer Cape Cod Commission 3225 Main Street, Box 226 Barnstable, MA 02630 Re: Cummaquid Golf Club' , Dear Mr. Idman: Enclosed herewith for your review, please find the following documents: 1. A plan showing the Gross Floor Area of the existing clubhouse at "Cummaquid Golf Club certified to be 11,238 square feet by J.K. Holmgren Engineering, Inc.; 2. A plan showing the Gross Floor Area of the proposed clubhouse at Cummaquid Golf Club certified to be 15,903.20 square feet by Baxter Nye Engineering & Surveying; 3. Landscape Site Plan and Detail Sketch Plans for the Landscape Site Plan; 4. Floor Plans and Elevations for the proposed clubhouse; and 5. Site Plans showing the Existing Conditions, Layout and Dimension Plan, and Utility Plan for the proposed clubhouse. After you have had an opportunity to review these documents, I ask that you send me a letter confirming our earlier conversation in which you informed me that the Jurisdictional Determination Letter issued by the Cape Cod Commission concerning a prior proposal to construct a larger new clubhouse building at Cummaquid Golf Club remains in effect and that the project does not fall within the mandatory jurisdictional requirements of the Cape Cod Commission. Thank you for your anticipated cooperation in this matter. If you have any questions or need any additional infcrmation, please do not hesitate to contact me. Very ly your , hn W. Kenney, Esq. JWK/b P Enclosures cc: Thomas Perry, Building Commissioner w/o encl. I \ Town of Barnstable: Regulatory Services C*THE ' BAR STABLEaf Richard V. Seali,DirectorBuilding Division 109.201_ STABf F_ s�,�' Thous Perry,CBO'- A. Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstame.ma.us Office: 508-862-4038 Fax: 508-790-6230 Apri14,2014 Cummaquid.Golf Club c/o Mr. Matthew Eddy,P.E. Y Baxter Nye Engineering&-Surveying �'` 78 North Street, 3rd Floor Hyannis,MA 02601 , RE: Site Plan Review#007-14 Cummaquid Golf Club 35 Marstons Lane,Barnstable,MA Map 350,Parcel 001 Proposal: Project involves the removal of the existing clubhouse and construction of a new Clubhouse. The new clubhouse will be approximately 4,8.00 GSF larger. Site improvements for the new building will include new parking configuration,. improvements of vehicular circulation around the site,improvements to stormwater management, installation of new IA septic system,modification to existing utilities, and new enhanced landscaping. Dear Mr. Eddy: Please be advised that subsequent to the formal site plan review meeting held March 6,2014, revised plans for the above project have been found to be approvable subject to the following: • Approval is based,upon, and must be substantially constructed in accordance with,plans; entitled"Cummaquid Golf Club Site Re-Development Plans"prepared for Cummaquid Golf Club by Baxter Nye Engineering&Surveying,Hyannis,MA, dated February 24, 2014 with final revisions per.SPR Comments March,24, 2014- "Landscape Site Plan Golf Clubhouse Area"prepared by Barnstable Land Design,dated'February 19,2014; and "Stormwater Management Report for Cummaquid Golf Course Clubhouse"dated February. 27, 2014 prepared by Baxter Nye Engineering& Surveying,Hyannis,MA. • Letter'dated October 6, 2008 from Special Testing Laboratories,Inc. regarding confirmation of H-25 loading of proposed stormwater Cultec system. • "Sight triangle"located On the plan at the entrance,shall be kept clear of vegetation that would,obstruct the line of sight. • Application.for a BOH variance for H-20 loaded septic system proposed to be located under the parking lot will need to be submitted and receive approval by the BOH. c `‘: • Agreement or lease with the Department of Transportation authorizing the use and development of the 5,089 s_.f.triangular piece of property marked"Lease.Area"in. the railroad ROW on the plan,will be required prior to development of this area. • Per Barnstable Fire Department,wood muIch.or other similar flammable landscaping. materials,may not be used within 10 feet of the building foundation. • Must comply with Barnstable Fire Department:requirements for water service and safety. • Prior to the issuance of a building permit,a photometric plan of lighting approved by Old King's Highway for aesthetics, depicting 0 (zero)light spillage onto abutting properties, will require the approval of Steve Seymour, Senior Engineer, GMD:508-862-4086. • Modification of Special Permit 1972-16 and a special permit for the expansion of a pre- existing nonconforming use will need to be granted by the Zoning Board of Appeals. • A detailed floor plan depicting interior seating, sinks, food preparation areas,.number,type. and location of bathrooms will need to be approved by the Health Department at the building permit stage. • A new Common Victualler All.Alcohol License reflecting building layout will be required. • Applicant must obtain all other applicable permits,licenses and approvals required. • If plan changes are requested by the..Zoning Board of Appeals during the appeal process, the final plan cited in the special permit decision must be submitted for the Site Plan Review file. Upon completion of all,work,a registered engineer or land surveyor shall submit a letter'of certification,made upon knowledge and belief in accordance with professional standards that. all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely;, � t Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry,Building Commissioner Zoning Board of Appeals Barnstable Fire Department Health Department Licensing Authority Steve Seymour,GMD 4 Town of Barnstable • --ye! Regulatory Services 67P�� M Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: Cummaquid Golf Club - New Clubhouse SPR#: 007-14 Property Address: 35 Marstons Lane,Barnstable,MA Formal Filing Map/Parcel: Map 350,Parcel 001 Plans dated 2/24/14 Zoning: RF-2/RF-1,AP Overlay;previous ZBA relief Proposal: Project involves the removal of the existing clubhouse and construction of a new clubhouse. The new clubhouse will be approximately 4,800 GSF larger. Site improvements for the new building will include new parking configuration, improvements of vehicular circulation around the site,improvements to stormwater management, installation of new IA septic system, modification to existing utilities,and new enhanced landscaping. Plans for the above proposal were reviewed at a staff meeting held March 4, 2014 in preparation for the formal SPR meeting scheduled March 6, 2014. The following comments were offered: ❖ Do actual sight distances at the driveway entrance meet sight distance requirements? It is requested that actual sight distances be confirmed and added to the plan. ❖ Stormwater Calculations: o Where does drainage for area marked Reach 3 go? o Where does the overland flow that drains to Marstons Lane end up? Confirmation is requested that catch basin on Marstons Lane is adequate. ❖ H-25 loading for drainage system near the clubhouse is required to support fire department equipment. ❖ H-25 loading for 22,000 gal. septic tank located under driveway is required to support fire department equipment. ❖ Application for a variance for H-20 loaded septic system located under the parking lot will need to be made and granted by the Board of Health for approval of septic system as proposed. ❖ Details for the parking calculation rationale are requested. Are numbers actual or another method used? ❖ License agreement with the State authorizing the applicant's use and development of the triangular piece of property abutting the rail road and included as a part of this application is requested. ❖ A parking formula for the entire site and how functions and parking for concurrent events will be address is requested. ❖ Lighting/photometric plan requested. Must depict downcast lighting and 0 (zero) spillage onto abutting properties. ❖ Modification of Special Permit 1972-16 and a special permit for the expansion of a pre-existing nonconforming use will need to be granted by the Zoning Board of Appeals. ❖ Application and approval of aesthetics of the new clubhouse and other exterior features must be obtained from Old King's Highway. ❖ A new Common Victualler All Alcohol License reflecting the new configuration will be required. Scheduled for Formal Site Plan Review March 6,2014. 1 Town of Barnstable Growth Management Department Jo Anne Miller Buntich, Director Staff Report a� ", Special Permit No. 2014-019 -.The Cummaquid C®, p u maquid Golf Club of Yarmouth and Barnstable, Inc. § 240-94— Nonconforming Use /Modification of Special Permit No. 1972-16 To demolish existing golf course clubhouse and reconstruct new 15,905 sq.ft clubhouse Date: April 18, 2014 To: Zoning Board of Appeals From: Elizabeth S. Jenkins, Principal Planner Petitioner: The Cummaquid Golf Club of Yarmouth & Barnstable, Inc. P.O. Box 182, Yarmouthport, MA 02675 Property Address: 35 Marstons Lane Assessor's Map/Parcel: 350/001 Zoning: Residence F-2 Filed:April 1,2014 Hearing:April 23,2014 Decision Due: July 22,2014 !Copy of Public Notice The Cummaquid Golf Club of Yarmouth and Barnstable, Inc has petitioned for a Special Permit pursuant to §240-94 Expansion of a preexisting nonconforming use and for modification of Special Permit No. 1972-16. The Petitioner seeks to tear down the existing 11,238 square foot golf course clubhouse and rebuild a new 15,905 square foot clubhouse. The property is located at 35 Marstons Lane, Cummaquid, MA as shown on Assessor's Map 350 as Parcel 001. It is in the Residence F-1 and Residence F-2 Zoning Districts. iRelief Requested „ mr`"`. �'' In Appeal No. 2014-019, The Cummaquid Golf Club of Yarmouth and Barnstable, Inc. is proposing to demolish an existing golf course clubhouse and rebuild a new larger clubhouse. The existing facility is 11,238 square feet and the proposed facility is 15,905 square feet; the increase is 4,800 gross square feet. The Applicant is seeking a Special Permit to expand the preexisting nonconforming use of the property for a golf course clubhouse. The application also seeks to modify Special Permit 1972-16, which authorized construction of the existing clubhouse. The number of members belonging to the Cummaquid Golf Club is not proposed to increase; however, the larger structure will allow for expanded occupancy and use of the clubhouse. 1-Standing The Cummaquid Golf Club of Yarmouth and Barnstable, Inc. is the Applicant and property owner in this appeal. • A letter dated March 28, 2014 from the Massachusetts Department of Transportation confirms that they intend to enter into a long-term lease with Cummaquid Golf Club for the use of 5,089 square feet of land for parking and landscape purposes. This report includes a proposed condition that a copy of the lease must be submitted to the file prior to issuance of a building permit for the demo/rebuild. • The Applicant has not yet provided authorization of this appeal by the club's members for the record. The applicant should be prepared to demonstrate that authorization to file this appeal has been provided in a manner consistent with the Club's bylaws. Town of Barnstable Growth Management Department Staff Report Appeal 2014-019—Cummaquid Golf Club—Special Permit to Expand Use !Background The Cummaquid Golf Club facility consists of 110.62 acres located in the Cummaquid area of Barnstable Village, south of Route 6A near the Barnstable/Yarmouth town line. The surrounding area is developed primarily with single-family residential homes. The lot on which the clubhouse is located is bounded by Marstons Lane on the east and Massachusetts Commonwealth railroad right-of-way on the north. The use of the property for a golf course dates back to 1895. The clubhouse, originally constructed in 1950, is situated on the northeast corner of the property. Two other structures, a golf-cart storage facility and a maintenance building, are also located on this portion of the lot; those structures are not impacted by this application. The remainder of the property contains an 18-hole golf course and associated facilities. The clubhouse is served by a 68 paved parking spaces; additional parking is accommodated in a crushed stone parking area along Marstons Lane. The clubhouse is accessed by a main entrance drive on the north-eastern most corner; a second drive to the south provides access to the maintenance building. The Board previously issued the following permits for expansion of the use: 1968-140: Expansion of golf course from 9 to 18 holes. 1972-016: Expansion of clubhouse and increase the number of memberships. 1975-027: Construction of an underground golf cart facility. This permit was never implemented. 1975-059: Construction of a free-standing golf cart storage building. 2003-015: Construction of new maintenance building. In 2012, the Club applied to the Board to demolish the existing clubhouse and rebuild a new 21,089 square foot clubhouse. That application was withdrawn without prejudice. Proposal The Applicant is proposing to construct a new 15,905 sq.ft clubhouse in the same general location as the existing facility. The proposed clubhouse is a two story structure oriented to the golf course to the south. The east façade of the structure, adjacent to the parking lot is a full two stories. The topography rises to the west; on the western façade of the building, the upper-story is at grade. There is an 860 square foot wrap-around covered porch on the southwest corner of the building, but no outdoor patio areas are proposed. The clubhouse features a dining area, "grill room" and bar and pro shop on the upper level and locker rooms, office space, and miscellaneous storage space on the lower level. There are 176 restaurant and bar seats proposed. Site improvements include realignment of the 69-space paved parking area. Approximately 62 spaces will continue to be provided in the crushed stone parking area. The clubhouse will continue to be accessed from the existing drive on Marston Lane, in the northeast corner of the property. Other proposed site improvements include: • Extensive landscaping around the new clubhouse, the addition of trees to a.landscaped area within the crushed stone parking area, and new trees along Marston Lane adjacent to the parking area. • A 15 foot wide drive around the building provides both emergency access and facilitates golf course circulation. • Deliveries and dumpsters are accommodated at the north side of the building. • Mechanical equipment is proposed to be screened on the rooftop on the north side of the building, facing the railroad right-of-way; electrical equipment will be located in a screened area at the rear of the building, adjacent to the loading dock. • A new expanded, IA septic system and stormwater infrastructure are proposed. ;Other Approvals 2 J t Town of Barnstable Growth Management Department Staff Report Appeal 2014-019—Cummaquid Golf Club—Special Permit to Expand Use • A letter dated April 7, 2014 from the Cape Cod Commission confirms that this project does not trigger mandatory Development of Regional Impact thresholds because the proposed increase in gross floor area for the replacement building is less than 10,000 square feet. • On March 12, 2014, the Barnstable Committee of the Old Kings Highway Regional Historic District Commission approved a Certificate of Appropriateness for the proposed reconstruction. A Certificate of Demolition to allow the removal of the existing clubhouse was approved on October 24, 2012 and extended by the Committee on September 25, 2013. • The Site Plan Review Committee reviewed the proposal and issued a letter dated April 4, 2014 approving the project subject to conditions and issuance of a Special Permit by the Board. • Additional approvals from the Board of Health and Licensing Division will be required. 'Staff Comments • Number of parking spaces: The plans propose 131 parking spaces to serve the new facility. The Applicant should be able to demonstrate that the capacity of the clubhouse will not exceed the number of the parking spaces provided, given reasonable assumptions of carpooling. The Board may wish the Applicant to address the probability of concurrent use of the property for multiple purposes (e.g. members golfing, dining, meetings, employees, etc.) and if/how the space will be programmed to avoid capacity exceed availability of parking. • Expansion of Nonconforming Use: Section 240-94(B)(4) states that"at the discretion of the [Board], improvements may be required in order to reduce the impact on the neighborhood and surrounding properties including but not limited to the following: (a) greater conformance of signage [to the Sign Code]; (b) The addition of off-street parking and loading facilities; (c) Improved pedestrian safety, traffic circulation and reduction in the number and/or width of curb cuts; (d) Increase of open space or vegetated buffers and screening along adjoining lots and roadways...; (e) Accessory uses or structures to the principal nonconforming use may be required to be brought into substantial compliance with the present zoning. iRequiredYSpecial PeFrmittFindingsH`' For all Special Permits, the Board is required to make general findings pursuant to §240-125(C). Additional findings for Expansion of a preexisting nonconforming use are provided by§240-94(B). The Board should review the evidence presented by the Applicant, staff, and members of the public and, after weighing such evidence, is encouraged to articulate if and how the evidence contributes to each of the required findings. • The application falls within a category specifically excepted in the ordinance for a grant of a special permit: Section 240-94(B) allows for expansion of a lawfully established preexisting nonconforming use with a Special Permit from the Board. • The Site Plan Review Committee reviewed the proposal and issued a letter dated April 4, 2014 approving the project subject to conditions and issuance of a Special Permit by the Board. • After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3 Town of Barnstable Growth Management Department Staff Report Appeal 2014-019—Cummaquid Golf Club—Special Permit to Expand Use • The proposed expansion and intensification will not be more detrimental to the neighborhood. • Any proposed expansion of the use shall conform to the established setbacks for the zoning district in which it is located, or such greater setbacks as the Zoning Board of Appeals may required due to the nature of the use and its impact on the neighborhood and surrounding properties: The proposed building is in compliance with all setback requirements of the RF-2 District. The clubhouse is proposed to be located 277 feet from Marstons Lane. • The proposed use and expansion is on the same lot as occupied by the nonconforming use on the date it became nonconforming. • The proposed new use is not expanded beyond the zoning district in existence on the date it became nonconforming. _Suggested Conditions ii ' . Should the Board choose to grant Special Permit Application No. 2014-019, it may wish to consider the following conditions: 1. Special Permit No. 2014-019 is granted to Cummaquid Golf Club of Yarmouth and Barnstable for expansion of the use of the property for a private golf course and members' clubhouse and customary accessory uses. This permit shall modify Special Permit No. 1972-16. 2. This permit shall authorize the demolition of the existing 11,238 sq.ft golf course clubhouse and reconstruction of a new 15,905 sq.ft clubhouse. 3. The new clubhouse and associated site improvements shall be completed in substantial conformance with the plans entitled "Cummaquid Golf Club— Proposed Club House", dated February 24, 2014, drawn and stamped by Baxter Nye Engineering and Surveying and elevations entitled "New Clubhouse for Cummaquid Golf Club" dated March 21, 2014, drawn by Cotuit Bay Design, LLC. 4. Landscaping shall be installed in substantial conformance with the plans entitled "Landscape Site Plan — Golf Clubhouse Area — Prepared for Cummaquid Golf Club", dated February 19, 2014, drawn by Barnstable Landscape Design. Landscape materials along g Marston Lane and within parking areas shall be maintained in healthy condition and the Applicant shall replace any dead or dying plant materials with healthy stock. 5. All outdoor lighting shall consist of full-cutoff fixtures and light shall be directed downward so as to not glare or shine onto adjacent properties. A photometric plan showing light levels zero at the property line shall be submitted for review and approval by the Growth Management Department prior to issuance of a building permit. 6. A fully executed long-term lease with Massachusetts Department of Transportation authorizing the improvements shown on the above-stated plans shall be recorded and a copy submitted to the Zoning Board of Appeals and Building Division offices prior to the issuance of any building permits for the property. 7. Vegetation shall be cleared as necessary so that adequate sight distances at the entrance to the site on Marstons Lane are maintained. 8. On-street parking on Marstons Lane is prohibited. 9. Use of facility shall be compliant with noise ordinance. 10. All work shall be completed in accordance with the approvals and conditions of the Site Plan Review Committee, Board of Health, and Barnstable Committee of the Old Kings Highway Regional Historic District Commission. 4 Town of Barnstable Growth Management Department Staff Report Appeal 2014-019—Cummaquid Golf Club—Special Permit to Expand Use 11. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. Copies: Applicant Attachments: Application Existing Conditions Plan,Site Plan,Utility Plan (2/24/14) Elevations (4 sheets) (3/21/14) Landscape Plan (2 sheets) (2/19/2014) Site Plan Approval Letter(4/4/2014) CCC Review Letter(4/7/2014) Letter from MassDOT re:lease(3/28/14) Special Permit No. 1972-16 Aerial Photo&Existing Conditions Photos 5 . TOWN OF BARNSTABLE Board of- Appeatsr Petitioner Appeal No. 1.-L73ka b 17` 1972. FACTS and,DECISION Cuw aqt 4d 0e1 Club, -Zut. Petitioner .._. filed'-petition on,.......-F°.eb• '449 19 7 ; requesting r;a. -permit for premises at .. .:.- at ... i estmt. in '"the village or .. ait4 _ adjoining premises of- t Chester 1 .& Marcelle R In'erryi James W r 8G r1 �1.1 . Pearl , 0Ke1 .y9 Sher'°mii+ _.; ..i .' . . .e1. i. , ��" ', ktuot o` .. ».' 4, i ! rA 1., '�' r ' c C� r o Sally T.Freueb ;Jo Cio.&, Eliuo ` 1 ,"As , * .1` arbaw '►S t t glae]:yn.8 e1p D._�.»i J�.S e ' :icFl% ;', , i t'' `! iE_ 't+ ' ' a a ` 'iIii #? o*iir ` 4 * Virgii.uia V.Blare,Elizabf)th S J Lq & -Karr to:tifewl.:a,1 atlir E.MeGo 1 di icll -Pr.iex/Ji 4 t+€ ., _ ,..',-. 8' mi c Bre .al Ce a za1 1 Company,George E.Arvb b ld,4r ,ll* _ t :der,3iala rG.i Eels Em IRyolter,bus eb,:.J10 D..SulI.i t If rgiaia Ca . Notice of tins hearing was grie p mail, posrl�;e' prepaiu, to <all persons deemed<;affeeted "and by publishing in Cape 'Cod Standard Times„a daily newspatier published' in Town of Barnstable ae_ copy of which is attached to the record of these proceedings, filed with Town Clerk. A public hearing by the Board of: Appeals: of:. the ,Town of Tl"arristable;,' was; held;at the -Town_; Office Building, Hyannis, Mass., at 3'115 :, ;I';IZ ,)14Veb► 1, 19 72 upon said petition under zoning-by-laws. Present at the hearing were the following members Jean eKcnzie floarao : uio d (kolas, William- Shaw Chairman, . n _ ..:_. At--the conclusion of the arin heg, theBoard: took =said; petition =under.' advisement.-A view of the-locus-was;had by'the Board. . . On..:.c... 1`9 ,::the Board".of:. Appeals.found; . . 'Pair.,•,Arthur :W ll eni:0,, Prres dent of. theClubs appeared it behaall; - -ot t' a .Petitioner.- ' 'AO': sa id this el.ub :was °orte of the .ol;deet; " dating ba ik- to 1895. Mr. Williams said th, t over the years: they uav® appeared before 'th"e: oard>r the; most. reecent petit :ooa.,' . was. to e p d�- from to 18, bol-e course;. s} ins ;graeted.. - . Re said they how --find`that the; eltbi.house is ,inade quite for , the number of members: they have and p1 to eand to. Present_. have about 4299 met bere, lin: addition to, summer member:ehipsa - Plea to expand to:. 350. :.membears.. The Club dies not, have .:definite :plans as to j;uat what is seeded but a ize that they ;:west :. have permission from.:•the"� + ar .. There: ha#"; aee;n a t h e from the original .-.appl cation. I r. W i1`1t referred td the:. pl, which Showed •42'x 9' addition ,extending he + ent out because •oX the greide .sloping axe.,-:fro t the clubhouse, with.:.'a v hia: . - entrance.. At; the .upper level °it would: btu 2 'x't9' and dh toop oY the basement leve :: there would he a st deck. said thy;. . nearest home®,: would b:e € =the 'ether a 4e ofy Marato is , e"`a: The.. Board un 1mously oted to grant e' pedal Pe t for the" - extension oY: the e€xiits;ting non»w ing ,u e" lh accordance .. sloth .piths filed` with Board . 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