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0408 MAIN STREET (HYANNIS) (6)
___. I `�� I�, �� Town of Barnstable Building Department Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.ma.us Pre-application for Business Certificate Date y1 2 I143 Map,.�ZParcel Applicant Information Applicants Name V I eta. )0 t� Ian Applicants Address 2 y WJ/V1 T77 Or Email Address q en n�� I r1 y►a i 111 L0 h^ Telephone Number J"O l3 b?— 62—y 3 Listed ❑ Unlisted P�� Business Information New Business? --------------------------------------- . Yes No Business is a registered corporation? ------------------------. Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? --_------ Yes No If yes then a Home Occupation Registration is required—See Building Division Staff Name of Business Business Address Ma l h nn4 �o Type of Business 11.� ►^ a f Y kZ= missio er Office Use ly Condition y — l 4,::z N.Z V_' Building Commis ne Date -per Clerk Office Use Only Sign TOWN OF BARNSTABLE Permit * BARNSTASLE, • MASS. 1639. A Permit Number: Application Ref: 201408466 20071058 Issue Date: 12/03/14 Applicant: FOUR HUNDRED MAIN REALTY LLC Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 408 MAIN STREET(HYANNIS) Map Parcel 327262 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks SOLSTICE DAY SPA HANGING SIGN FACING MAIN 2.75 SQ FT Owner: FOUR HUNDRED MAIN REALTY LLC Address: PO BOX 2652 HYANNIS, MA 02601 a- Issued By: SS IPA 6 POST THIS CARD SO THAT,IS VISTBLE FRAM THE ST ET - r l Ii T 1 Town of Barnstable t - Regulatory Services MASS"' Richard V. Scali,Director �Eo.39. � � 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 Permit Building Official approving Application for Sign Permit Applicant `�V e-TN Assessors No. Doing Business As: �1�-T C ��/ `\ Telephone No. 7 >16 D Sign Location Street/Road: V1l-) A A . Q � Zoning District Old Kings Highway? Yes No Hyannis Historic District? i e /No Property O er Name: �� Telephone: �5 y 5 Address: N\Ct t/� S7 , �T✓1 ✓�i Village: Sign Contractor Name: v d cL;A ✓1 S Telephone: Mailing Address: ✓1 ✓ Description �_ ► Please follow the cover directions..You must have an accurate rendition of sign with r imensions and:.= location. =ss tra Is the sign to be electrified? Yes (Note:Ifyes, a wiring permit is required) 4 r Width of building face 1—fL x 10- x.10- Check one Reface existing sign or New ✓Total Sq. Ft of proposed sign (s) . 7 Ifyou have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent—;:��12n( Date SIGNS/SIGNREQU revisedl 10413 OF THE A Town of Barnstable ' Regulatory Services * BARNSTABLE• r Mnss. $ Richard V. Scali,Director 1639• Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 SIGN PERMIT REQUIREMENTS 1. A photograph showing the existing facade, on which has been indicated the proposed sign location. The photograph is to include a portion of adjoining stores or building. For a proposed building or new facade, an architect's elevation may be submitted in lieu of a.photograph.. 2. A scale drawing of the proposed sign. A scale drawing indicating: 1) The type of proposed sign (wall, hanging, free standing) 2) Dimensions of the proposed sign and any designs, logos, or lettering 3) A cross-section with dimensions showing edge detail. Minimum scale 1"= 1'.Minimum sheet size, 8.5 x 11". 3. A scale drawing of the bracket. A colored scale graphic indicating dimensions, showing colors, materials and method of affixing it to the sign and to the building. Minimum scale F= 1'. Minimum sheet size, 8.5 x I I". 4. A completed Town of Barnstable Sign Application, including scaled diagram showing location of sign on building or location of free-standing sign. Show dimensions. 5. The width of the building face or the leased area. ' NOTE: the map/parcel number is required on the application. SIGNS/SIGNREQU revised110413 F s"' +S' �,,, e. •�F., lt: _u - - �>� ,eM;ram� b V ! I 4Twor, R ke 10 i '4. 1 �+NV "its�ss•�;, DATE: CLIENT 1 CONTACT PHONE: y I OR • • •• THE ABOVE DESIGN IS THE PROPERTY OF CAPE AND ISLANDS SIGNS ILAND MAY NOT BE I DUPLICATED OR USED WITHOUT EXPRESS WRITTEN CONSENT. CHARGE FOR DES/GNS USED WITHOUT PERMISSION. $500.00 s 0 ice day spa sandblasted • • signfoarn laminated to • • DATE: CLIENT CONTACT - • SIGNS FILENAME: APPROVED = • '• • •• THE ABOVE DESIGN IS THE PROPERTY OF CAPE AND ISLANDS SIGNS AND MAY NOT BE DUPLICATED OR USED WITHOUT EXPRESS WRITTEN CONSENT. CHARGE FOR DESIGNS USED WITHOUT PERMISSION. $500.00 20111 OCT 2`1 AM 11: 21 Town of �arn�stable Hyannis Main Street Waterfront Historic ste-id,,!QQ M sign Application Certificate of Appropriateness for Siglnage. Application is hereby made for the issuance,of a Certiftcate,of Appropriateness underMGL,Chapter 40C,The Historic Districts Act,for proposed signage.as described below and on drawings orphotographs accompanying this application. CHECK ALL THAT APPLY: 1. Business Sign V, , 2. Open/Closed Sign 3. Trade Flag 4. Trade Figure.or Symbol 5, Location Hardship Sign Assessor's Map No. / Parcel No. �l_a Address of Proposed Work q b Ao i ''� Ci ►�c,1', S Applicant A - c e C!I Tel# ! 5 0�- S Applicant Mailing Address L f o�Id Ct Town/State/Zip Gt vt,5f i't 0 a ( t Applicant E-Mail Address cQ cx o t co(.-, Property Owner Tel#< 'e'}(5 p l) <- �- QD Owner Mailing Address. 0 Ao; V_eaJ�_`� Town/State/Zip; ,,n A t - Agent or Contractor Tel# Mailing Address Town/State/Zip: Agent E-Mail Address Signature of Applicant` a-ti, Date 0 For Location Hardship Signs&freestanding Trade Figures or Symbols to be located on private property: Check box if property owner has granted permission to or Figure on their property abutting the building:front. _ APPROVE® _•6 TOWN OF BARNSTABLE HYANNIS MAIN ST WATFPPRONT HISTORIC DISTRICT CoMh4IS&01 i n Business Sign 1 Sizeof Sign x Material(s)of Sign `QK.00GLAX 3/y-Y ('Y%-e Material of Lettering(if.different). nox—A el Will the sign be illuminated? Yes oNo If yes,what type of light fixture Location of Fixture Business.Sign 2 Site of Sign x Material(s)of Sign Material of Lettering(if different) Will the sign be illuminated?'.;Yes l No If yes,what type of light fixture. Location of Fixture Open/Closed Size of Open/Closed Sign x Sign: Material of Open/Closed Sign: If Neon,indicate color(circle one option): Red J"Red&rBlue Color of Open/Closed Sign: Trade Flag: Sizeof Trade f lag x: Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x Or Symbol: Material of Trade figure or Symbol: Location. Size of Hardship Sign: z. Hardship Sign: Material of.Hardship:Sign; Lettering'Color and Material: APPROVED Page 2`of 2 �.. n^I� Nu - J 4:3 l�t TOWN OF bARNSTABLE HYANNIS MAIN ST WAh`�?r-FRONT HISTORIC DISTRICT 06MMdSS1oN s •n-ido majid-m low ,y. -- i k< :a �; fix' `.�: '• r'k' fir'" . 5�^"" „ra r s " a " . .� •moo , g i r« ' 77 tot o ZC3e s, tw x cn b O 33 Q {r' .! � W - eVfFA., ,+wehk..ri ,r1IyMQ• k �y,.,+Tj�y . an,ca .wtiPv*•�^n+w'.rtwlt4Me+ wy.,S' .'..:^"aT�. µ _ $ ,k�' iR{ Qj cn - DATE: CLIENT: CONTACT PHO NE: NE:C O FILENAME APPROVED BY: 103 ENTERPRISE RD., HYANNIS, MA 02601 -• o •• • (00 508-280-6511 ED wma Saw MWAM MUM(MMM MM OW MM IM, MOM , 8z day 2W o U)Z 'Z7 Za Mco? 0 D ® 11 11 • K T m — 9 x 44 sandblasted sign 2.75 scl ft. a z m ® 1 " signfoam laminated to 3/4" MDO=total thickness 2,75" e&�9 DATE: CLIENT: CONTACT: PHONE:. 'FILENAME: APPROVED BY: va Ora 103 ENTERPRISE RD„ HYANNIS, MA 02W1 W 508-280-6511G�%l7 .. - . it � 4 k, era , r a ` ., f —w•._. +5;. fir � }j'1^ ' �i-. FI :. 44C .a k .p--•.wP. r 4 i i. �° v* �i i�k^L.,xr,y i+rl�r• (1iY-ltiK y +� . ek'1 "4, ytJy 4 ttt�.r'k. st •..s t°.+'�4° y ,r:,y�g". y y a��'' +*,"...�,� _. ,�r.,cw+n�3w ��� , • +��� ,yam�r `t}. � l.h."�� .♦.« � . .,! ..,� +,f�� "� � "'O t f♦� ' + r'r �» w• ,fir .t y ..� + ,'.• a sS _ _:y `f �' �•� R. ♦.s. a � - �'r � - t,. s a r• • — . - ,+'is K � 408 Main. St, Hyannis . T,� 00-1 408 Main- St, annp-- ,1 i 6/5/10 I✓� - Mr✓""'ter i✓� llil�rt �„ d' q i Y f " a4 Y 1 w, � t Is 71 A ' a r k� YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1st FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE:_l�- Fill in please: er f APPLICANT'S YOUR NAME: li C BUSINESS YOUR HOME ADDRESS: 3 Gir TELEPHONE # Home Telephone Numbe : c-) NAME OF NEW BUSINESS 1<56C 10e N ct, 6A TYPE OF BUSINESS <—;,r k c IS THIS A HOME OCCUPATION? YES NO r� . Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS p `►, ` -rI 1H 1'4 N r4 "5 MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the.Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CQ4MISSl NER'S FF This indivi ual ep in rllr o3 ny erFnit requirements that pertain to this type of business. Auth ized Sign t "" COMMENTS: 2. BOARD OF HEALTH This individual has beer��nformed of the permit requirements that pertain to this type of business. i'�rVl Vt Authorized Signature" COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been i formed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS. (508 sbg9. ) 862-4038 Certificate of Occupancy Application Number: 200803996 CO Number: 20080209 Parcel ID: 327262 CO Issue Date: 11/14/08 Location: 408 MAIN STREET (HYANNIS) Zoning Classification: HYANNIS VILLAGE BUSINESS DIST Proposed Use: DEPARTMENT DISCOUNT STORE Village: HYANNIS Gen Contractor: MOLINSKI,BRYAN Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: SOLSTICE DAY SPA ef, Building Department Signature Date Signed FC i OF tHE Tp� TOWN OF BARNSTABLE 1ru k i l n9 Application Ref: 200803996 ' • BARNSTABLE, I Issue Date: 08/18/08 Perm" it . y MASS. QpA 1639. AN�� Applicant: MOLINSKI,BRYAN Permit Number: B 20081748' rFp Mp�l Proposed Use: DEPARTMENT DISCOUNT STORE Expiration Date:1. ` 2/15/09 _ Location .408 MAIN STREET (HYANNIS) Zoning District HVB Permit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 327262 Permit Fee$ 682.50 Contractor MOLINSKI,BRYAN Village HYANNIS App Fee$ 100.00 License Num 100022 Est Construction Cost$ 75,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FIT-OUT-SOLSTICE DAY SPA THIS CARD MUST BE KEPT POSTED UNTIL FINAL INTERIOR ONLY! INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: pENN,MILTON L 8i BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: %400 MAIN REALTY INSPECTION HAS BEEN P O BOX 2652 F&j HYANNIS, MA 02601 Application Entered by: PR Building Permit Issued By: THIS.PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY ORTERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOTSPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUSTBE APPROVED BY THE JURISDICTION. STREET;OR ALLY.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 FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. i 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&.PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). - 5.INSULATION: 6.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). *�0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 47 45 ?' _ 2 ')ok 2 3 ,%( H (� 1 He ti g Inspectio provals Engineering Dept �w�tC \11 e)611, Fire Dept 2 j� ` $oar o Health�s 1� vulr SINE Sign PermitTOWN OF BARNSTABLE * BARNSTABLE, # 9 MASS. i639' A?F��•�A Permit Number: Application Ref: 200806229 20070237 Issue Date: 11/06/08 Applicant: PENN, MILTON L & Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 408 MAIN STREET (HYANNIS) Map Parcel 327262 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks NEW WALL SIGN SOLSTICE DAY SPA 20 SQ FT. Owner: PENN, MILTON L 8t Address: %400 MAIN REALTY P O BOX 2652 HYANNIS, MA 02601 Issued By: pC POST THIS CARDSO.THAT:IS VISIBLE FROM THE STREET a i Town of Barnstable °F'THE Tp� ' ti Regulatory Services Thomas F. Geller,Director '"'MSTAB MASS.LE, Building Division MASS. 9� i639. iOrEpMp.�p Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ®Permit#�� lEoao- � Application for Sign Permit Applicant: �he1r_y� �, Map & Parcel# V Doing Business As: �0 ';C le DCA V Telephone No. �5-u Sign Location Street/Road: . LirvuV v Zoning District: Old Kings Highway? Ye o Hyannis Historic District? a No Property O er ; Name: ;c.�ctr �`o ✓�- Telephone:, a yd 6 Address: 7 0 k i✓� �� Village: Jil!ii Sign Contractor Name: I b�+ � � C1 �-, Telephone: Mailing Address: Q i/1/t O a 66 Y Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye O/Mo (Note:If yes, a wiring permit is required) Width of building face �—O ft.x 10= x.10= _ Sq.Ft.of proposed sign v I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through §240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date: Permit Fee: Sign Permit was approved: Disapproved: ,v Signature of Building Official: Date: In order to process application without delays all sections must be completed. co t= Q:IWPFILESISIGNSWGNAPP.DOC � Rev.9112106 • 2i .� Hyannis Main Street Waterfront BARNSTABLE gn T^`,`;� rt it Historic District Commission t ". � SARNNSTABI.$ MASS. $ 200 Main Street . 059. Hyannis,Massachusetts 02601 •QS NOV S TEL: 508-862-4665/FAX: 508-862-4725 A�Q :� Application to Hyannis Main Street Waterfront Historic District Commission R in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under M. G. L. Chapter 40C, The Historic Districts Act for proposed work as described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards:iz New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY j DATE ASSESSOR'S MAP NO. w ASSESSOR'S PARCEL NO. ._✓:,C APPLICAN1®RV T'\ �' �� rt�1�J TEL.NO. `� ` APPLICANT MAILING ADDRESS ti /f� � e� C• �e yl C. ' ADDRESS OF PROPOSED WORK �� ;GL i /� s'r f��i �,-1,�•1; � . PROPERTY OWNER t ti T ci.06i t �i`s( TEL.NO. ( ff� OWNER MAILING ADDRESS 7 VV . '� aP-\ (_1 0 f FULL NAMES AND MAILING ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. This information is best obtained at the Town Assessor's Office. (Attach additional sheet if(fnecessary). S'L&g:-Pe r AGENT OR CONTRACTOR TEL.NO. d-7 1 D - S E P 2 6 2008 TOWN OF BARNSTABLE HISTORIC PRESERVATION r DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation, chimney, siding,roofing, roof pitch, sash and doors,window and door frames,trim, gutters - leaders, roofing and paint color, including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). o /� eds w 41 be Y, e Ido a 'oX, dos e Signed Owner Contractor—Agent (CIRCLE ONE) SPACE BELOW LINE FOR COMMISSION USE ;O'��b� yr R D This Certificate is hereby _ S E P 2 6 2008 - Ti a Date �+ 0 133 TOWN OF BARNSTABLE S' HISTORIC PRESERVATIO IMPORTANT:If this Certificate is approved,approval is subject to the 20-day appeal period provided in the Ordinance. CONDITIONS OF APPROVAL: I z ' Barnstable Hyannis Main Street Waterfront P�pFIHE 1p Historic District Commission All-America City 200 Main Street Hyannis,Massachusetts 02601 v Mom. Phone: .508-862-4665 / Fax: 508-862-4784 SATfp39. ,t&I www.town.barnstable.ma.us 2007 George A. Jessop,Jr. AIA,Chair Theresa Santos,Commission Assistant SPECIFICATION SHEET FOR SIGNAGE , • Prior to filing your application for a Certificate of Appropriateness, please contact Robin, the Town's Zoning Enforcement Officer, at 508-862-4027 to discuss the amount of signage allowed for your building, as well as.any other Town Sign Code regulations which may affect . the sign(s) you propose to install. • Even if you are applying for the same amount of signage as previously existed on your building, the laws may have changed since that sign was installed. • Once you have applied to the Hyannis Main Street Waterfront Historic District Commission for a Certificate of Appropriateness for signage, you may apply to the Building Department for a temporary sign permit. The Building Department can provide all information regarding the temporary sign permitting process. • Please fill out all information requested below. If you are-applying for Certificate of Appropriateness for more than one sign, please fill out ONE SPECIFICATION SHEET FOR EACH SIGN. BE SURE THAT YOU HAVE INCLUDED WITH YOUR APPLICATION: a scale drawing of the proposed sign • color chips for all colors on your sign • a photo or scale drawing of the building on which the proposed sign location, as well as any light fixtures proposed to light the sign, are indicated e a scale cross-section of the sign, with dimensions, showing edge detail. • specifications for any light.fixtures proposed to light the sign 0 a scale drawing of the sign bracket,:indicating dimensions, color, and material Size of sign l �r X ` i�l G� SEP 2 Materials) of sign 6 2008 Or BARSTABMaterial of Letteriug,(if different) TOV IONPPESERIA The Sign will be (circle one): carved wood / painted wood / vin letter' g other (explain) Location in which the sign sill hang 1 / 1 Will there be exterior_light fixtures to light the sign? If so,.what type of fixture? Where will the fixture(s) be located? 0 -. . .wcr+arm�le�Ak+M,twYM�Or er x awwe w� � M rs -.--,—'_- -••--•-----_""i�.5 � � NX y .. � +�li+i�'YJINI�k�Ill"iI�71E tr —�e1i�6l W ' — -�:�..r..ws.••.,,..ems' _ .N , �,.Rl111►s l u�o � F �f �r v�• �"� r li o mrn (, s Pk 7J� O ti►m a ww 4 �* O Ay1 T. 4o ; > v e a f � d .. •*a � by 4 - �pc� O�4����iAzw{ 0 LJ 00 00 ' a DES G NED BY DATE; BY �UST�C)MER P.O. CUMBER FILENAME k n y Mi a D CEFU SEP 2 6 2008 TOWN OF BARNSTABLE HISTORIC PRESERVATION ry: d...:�.4'�a.+.."'+."«» �^1 ,w`S -� �•,� it "'� ..:,:�=�-•-" ._.•-,�,�=—i-'"""'.--way— tV oA - tom` . ., ..a,• M'4ft ISA Mp vm— tz . 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" •x hr� •^i '�} ..,4,,�a�,k ,�,,,:,i+a� as.. :a :. k ��,K' .�•!�Y',wi�.l.,. ,'u� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application (� � l'l Health'Division :S oflOCR Date Issued " co Conservation Division Application Fee /(in Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village Owner o �T '�- f� f a Address lot a_� ,Telephone J` `7--Ao ®J55 c_��I er-C 2 �� J 7 Permit uue s Req �t--� v [J '� �� c✓�Q� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �Pr_oject Valuations Construction Type : co Lot Size Grandfathered: 0 Yes ❑ No If yes, attach `?porting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) -' Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's ighw% ❑Yes ❑ No r- Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area.(sq.ft.) Basement Unfinished Area (sq.ft) ` Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam"e d'�i�t��� Telephone Number'�r°��� Ao� �`� 53-73 dre. sT s /• "T��')e"� ��"-��- License #��S �(�® L-04q bea-1- Home Improvement Contractor# ao�-b,3,1-- Worker's Compensation #, dO& AL-L-CON:STRU.CT10N-DEBRIS RESULTING FROM-THIS`PROJECT WILL BE TAKENTO SIGNATURE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. i ...ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION '{ FRAME INSULATION -, , FIREPLACE Ik h ELECTRICAL: ROUGH FINAL , ` PLUMBING: ROUGH r FINAL GAS: ROUGH FINAL F FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information , �� ns?! �" 12 Please Print Le 'bl Naive(Business/Organization/Individual): 9�l�Utz .� `Ck A t Address: -7 City/State/Zip: /Wh/i/t/k MA��&3L. Phone.#: 56 q-1-0_ 5-3 7 3 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a e wtth 4. I am a general contractor and I employees full d/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a'sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' insurance:# 9. Building addition [No workers' comp. comp.mP• required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.Q Roof repairs insurance required.]t c. 152, §1(4),and we have no f employees. [No workers' 13.YOther comp.insurance required_] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then.hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must pro-vide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: tfssx, .C�{� `0 `17cSv1��-'� / 0-7 Policy#or Self-ins.Lic.#: W ���o C� 0® 02- D d Expiration Date: .�'7 Job Site Address: l` � City/State/Zip:_ �S � Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and a and penalties of perjury that the information provided above true g1td correct. .Si a'ture � ZJ/l0 Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r In formation and Instructions : Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants ' affidavit completely,b checking the boxes that apply to our situation and,i. Please fill out the workers compensation affid yr comp y, y g PP Y Y necessary, supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies"(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicaiit should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of(Massachusetts Departinont of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-400.0 ext 406 or 1-877-MASSAFB Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia Ma sachusetts- Drliai-tillent of Public SafCtN Bom-d rat•Buildim, Reutilations and Standard• Construction Supervisor License License: CS 100022 (- - Restricted to: 00 { BRYAN MOLINSKI € 75 LONGBOAT DRIVE CENTERVILLE, MA 02632 �--�- —'y-- � Expiration: 1/4/2012 ('nt�unissi,mcr Tr=: 100022 i i ter 7;15/3008 Timet 3t13 PM Tor @ 9,15083946323 Paget OC2 C1►ent#: 19030 2NANK11 ACORD,. CERTIFICATE F LIA ILITY IN URANC o7i1s/o:3 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# ENSURED INSURER A: National Grange Mutual Insurance Nantucket ri 8r Remodeling,Inc. itd$URERB: Associated Employers Insurance Compa 15 Longboatt Drive UdSLIRER C: Centerville,MA 02632, INSURERD: _ INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMBS SHCWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. M CUT- POLICY TYPE DATEMM/DD OF INSURANCE POLICY NUMBER f PDA E 1 TX)P L TR S DA /D , DATE MMJDD LIMITS A GENERAL LIABILITY MP16355F 02/27/06 02/27/09 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERALL'ASILI:Y CAEM M E_TO RENTED $rJ00L000� , CLAIMS MADE. u OCCUR I MED EXP(An x one monV $1 a•0®0 If:: j - PERSONAL&ADV INJURY $1 000.000 GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS•COMPiOP AGG $2 000 000 POLICY SRO JEC7 LCC AUTOIMOBILE LIABILITY _ � COMBINED SINGLE LIMIT $ ANY AUTO i (Esscadent) ALL OWNED AUTOS - EODILY INJURY $ SCHEOULED AUTOS I (Pru parson) HI RED AUTOS BOU:LY INJURY NON OWNED AUTOS f` (Per accident) $ • PRCPERTY DAMAGE S (Per aa9dent) - GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANC'AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESSAWBRELIA LIABILITY EACH OCCURRENCE $ OCCUR CLAMS MADE ' AGGREGATE $ $ DEDUC"rISLE ) $ RETENTION S I 8 E WORKERS COMPENSATION AND WCC5006880012008 08/27108 02/27109 X WLSTATu• DTI•±• EMPLOYERS'LIABILITY — ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EA H ACCIDENT $500 000 OFFiCERiMEMBER EXCLUDFO? NO E.L.DISEASE-EA EMPLOYE $500 GOD If s,describe,under E.L.DISEASE•i Ol Y Y LIMIT $S00 000 _ SPEC•ALPROVIS.ON_bsmx OTHER !! r I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT J SPECIAL PROVISIONS Insurance coverage Is limited to the terms,conditlons,exclusions,other limitations and endorsements. Nothing contained In the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions.Bryan Molinski Is included under the workers (Sea Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1n.. DAYS WRITTEN 200 Main Street NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED R PRESENTATIVE ACORD 25(2001/08)1 of 3 #52779 r LS1 M ACORD CORPORATION 1988 Nantucket Kitchens Custom Building & Renovations 75 Longboat Dr Centerville, MA 02632 508420-5373 nantacketkitchens rncast.net 1Pr0,�00sal Customer Name: Solstice 409 Main St. Hyannis,MA 02601 Project Name. Day Spa Construction 5co3� Nantucket Kitchens proposes to do all'interior construction within vanilla envelope. Will oversee all subcontractors to ins=all work to be completed to convracts and building codes.Nantucket Kitchens will install all salon components to be supplied by owners,to build reception desk upon owner's approval and to complete all miscellaneous punch list items such as displays;artwork and wirrors etc..... Price for labor only Efectissh To be selected out of three proposals.Contractor and business owners to discuss all proposals and determine the best suitable licensed and insured electrical contractor based on prig,references and availability. Estimated price for electrical: Pdum . To be selected out of three proposals. Contractor and business owners to discuss all proposals and determine the best suitable licensed and insured plumbing contractor based on price,references and availability. Estimated price for plumbing: MCQ.To be selected out of ft=proposals.Contractor and business owners to discuss all proposals and determine the best suitable licensed and insured H V''AC contractor based on price,references and availability. Estimated price for HVAC. w = SII k!fi DoLeriun:To be selected out of three proposals. Contractor and business owners to discuss all proposals and detcrwine the best suitable insured Sheenrock& plaskring contractor based on price,references and availability. Estimated price for Sheetrock&Plastering'. TAM6HJ -—- o... -..__ -- '-- ---. �a r L i Flooring:To be selected out of three proposals. Contractor and business owners to discuss all proposals and determine the best suitable insured flooring contractor based on price,references and availability. Estimated price for flooring Wig: To be selected out of three proposals. Contractor and business owners to discuss all proposals acid determine the best suitable insured tiling contractor based on price, references and availability. Estimated price for tiling. Interior Rintlr g: To be selected out of three proposals. Contractor and business owners to discuss all proposals and detetraine the bed suitable insured painting,contractor based on price,references and availability. Estimated price for painting• !Qgaerete catttin .Estimated cost _ tt " eer. Engineer for sprinkler system. Estimated cost Sprinkler Svstein work: Estimated co E� i7rrab: For framing,interior trim and doors. Estimated price for building materials:Sam All the work to be completed in a substantial and workmanlike manner for the sum of Payment schedule to be completed at signing of contract. r �F Any oiterations or deviation from the above specifications involving extra crost Of material or labor will be executed upon written order of the s me,and will become an extra charge over the sum mentioned in this contract. All agreements must be made in writing. r� Authorized Sig�iature: Date: Bryan Molinski-Presi ent a, Authorized Signature: ' ` ^ Date: Daniel Carlson-Prgj auger Accep ®ce You are hereby authorized to f mish all materials and labor required to complete the work mentioned in the above proposal for which 3olstic agree to pay the amount mentioned in ' proposal and . g to the rms thereof. signature: Date: Signature: Date:_ ti�Q cn 3na-j '31NT iC7MC 17k Tr11onr nn•T7 nnn7 iTn t1n ��JSESTS g° C) ��P O -� 0 o � � � �Q Z L!J Z J `� � d m ul o QCa Z > � C Co < 00 r \� O ` p cat �0 Co N a- c D�°\� O P r(_) i CO a CU N O 0 = m N T D m -� Lfi Li T�I 6'-0, > tB e-. '0 J � D 0 z Q ° ; ° - ol UP 0 ei 6'-4 F-F-T--T F m _ 7 ' 3 D, . 6'-4.�' 09 \ N O SOLSTICE DAY SPA FLOOR PLAN 408 MAIM ST. , HYANNIS , MA, LOWER LEVEL DAii- SCALE: DRAM BY: AUGUST 11 , 2008 j8„=1/O/ L. GRICE x , , �--- e%zt-UP . -:� .. h SOLSTICE DAY SPA FLOOR PLAN 408 MAIN ST. , HYANNIS, MA, LOWER - LEVEL DAZE: SCALE: DRAWN BY: AUGUST 11 , 2008 j8 =1101, L. GRICE t { Roma, Paul From: Shea, Sally Sent: Monday, July 28, 2008 11:25 AM To: Roma, Paul Subject: FW: 408 Main -----Original Message----- From: Lt. Don Chase [mailto:dchase@hyannisfire.org] , Sent: Friday, July 25, 2008 5:26 PM To: Shea, Sally; Perry, Tom Subject: 408 Main Hi, Received the floor plans and sprinkler info for the Spa @ Puritans. We received the alarm plans for a new system the other day. All set for spa build out permit. Thanks Don 1 1 _ : 1 . 1 FOUR HUNDRED MAIN REALTY i 408 Main Street Hyannis, Massachusetts 1 : 1 SOLSTICE DAY SPA k MODIFICATION FIRE SPRINKLER SYSTEM 1 DESIGN BASIS NARRATIVE 1 . 1 I1111EIOgY P . yG� CAPIliO � 1ca Prepared By: A. P. Caputo, P.E. 1 PYROTECH Consultants, Inc. Sandwich, MA u HYANNIS FIRE PR TION BUREAU" HYANNIS FIRE-R ", ` DEPARTMENT95 HIGI1 S .. ROAD, EXT.HYA A 02601 1 I. DESIGN BASIS NARRATIVE ' II. SPRINKLER SYSTEM HYDRAULIC CALCULATIONS 1 1 I. DESIGN BASIS NARRATIVE A. Structure Occupancy and Construction This is an existing multiple story structure with basement. The prevailing occupancies in the complex are classified as moderate hazard mercantile per the . Massachusetts State Building Code. Solstice Day Spar will occupy 3, 090 sq-ft of the basement floor. Interior partitions are currently being constructed to facilitate the various treatment rooms and supporting spaces. This activity will effect the proper spacing of the existing sprinklers. Accordingly, this design narrative and associated sprinkler design drawing have been developed to facilitate the ' proper relocation, removal and/or installation of additional sprinklers. ' The structure is essentially of mill type and combustible type materials as defined in NFPA Standard 220, and Type IV and. V. per 780 CMR. The rear of the space will be provided with a dropped ceiling. The area above the ceiling will be sheathed ,. with gypsum board to provide for a non combustible concealed space thereby not requiring sprinkler heads above the ceiling (see .designated area on drawing) There is an existing sprinkler system this area. The system ' was originally installed as a 1, 2, 3 pipe schedule . system in which the older .3/4" end lines have been previously upgraded to 111 . B. Fire Protection/Detection System Features The fire sprinkler protection system modification for this floor has been designed to fulfill the requirements of Chapter 9 of. the 6th Edition of the. Massachusetts State Building Code, 780 CMR and 2002 Edition of NFPA 13. . The purpose of the ' systems is to enhance . safety to life of .occupants, limit both horizontal and vertical fire spread, and enhance manual fire fighting capability through automatic early suppression and fire department notification. 1. Automatic Sprinkler Protection (a) Designation The area. will continue to be protected with the existing ' building wet pipe schedule sprinkler systems. The system is .fed from both individual and interconnected 4" & 6" risers . and ,are provided with supervised control valves and flow alarms. These alarm devices are monitored by the building fire alarm system. The fire alarm system that monitors the sprinkler valves and flow switched is currently being upgraded to a modern intelligent system under a separate project. Fire alarm devices for this space is not included in this design. Maximum sprinkler spacing will not exceed 130 Sq ft/head. The majority of the heads are spaced using a ' (10 'x12 ' ) spacing and the existing branch line and main pipe schedule criteria has been preserved to the greatest extent possible. Some of the existing heads will ' interfere with the new partitions. Accordingly, these heads will be removed and new additional branch lines and heads will be provided. All existing and new pendent sprinkler heads are to be the quick response type. The system has been hydraulically calculated per NFPA 13 ' requirements for light hazard system to provide a minimum design density of . 10 gpm per sq. ft. over the most remote 1500 sq ft with an additional 100 g.p.m. allotted 1 for fire department hose streams. Standard '-i" orifice quick response sprinkler heads (K = 5. 6) have been used throughout. Seismic sway braces have not been provided since the feed main and branch line piping is existing. The sprinkler systems are fed from . a existing 4" & 6" risers that are feed from the 12" public main on Main street. These existing risers are interconnected thereby allowing either of the existing fire . department connections to pressurize the system. IThe public water supply is reported to provide a static . pressure of 80 psi and residual pressure of 70 psi while flowing 1130 gpm. The maximum sprinkler and combined hose stream demand is approximately 533.2 gpm @ 26. 9 psi. The city supply can provide for the required demand with a 40. 6 psi safety buffer. (B) Sequence of Operation Operation of any one wet system sprinkler head (Heat by Fire) will allow for immediate water .flow from that head or any addition fused heads. Water flow will activate the flow switch located at the sprinkler riser (S) . This ' switch will activate as an alarm . of fire at the .local fire alarm control panel thereby sounding the building fire alarm system and activating the alarm at a commercial Central Station. The OS&Y control valves are. monitored by the building FACP via tamper switches. Closing of any of the valves by more. than one turn will activate the switch causing a local supervisory signal at the FACP and transmission of a valve closure alarm at the commercial central 1 monitoring station. ©) Acceptance Testing A 2" Main Drain Test and Inspectors Alarm Test will be conducted for the system. Control valve Y tamper switch closure tests will also be conducted. A Contractor' s Certificate for Above Ground Piping will be required. (d) Maintenance Testing A testing and maintenance which meets th program e requirements of NFPA Standard 25 will be required to be under contract with a licensed sprinkler contractor. Test programs shall be in accordance with Table 2-1 and 9-1 of NFPA 25 and include the following: Weekly -. Owner inspect to. see that control valves are open, unobstructed and not. leaking and all system gages are normal. Quarterly - Inspectors Flow Test 2" Main Drain Test Control Valve Cycle and Supervisory Test. Visual Inspection of Fire Department ' Connection. Yearly - Test Backflow Assembly (DCVA) per State requirements. Visually Inspect Pipe Hangers & Seismic Braces in Accessible ' Spaces. ' 5 Years - Conduct full Flow Test to verify water supply to - sprinkler system. Record static, residual and flow readings. Internally inspect Alarm Check Valve and other check valves. 1 1 1 1 1 � I 1 ' HYDRAULIC CALCULATION . 'SOLSTICE Drawing Date:7/21/08 7/22/08 0: 1 HYDRAULIC DESIGN INFORMATION SHEET ' Job Name: SOLSTICE Location: 408 Main Street Hyannis, MA 02601 trawing Date: 7/21/08 Remote Area. Number: 1 Contractor: Fire Systems Solutions Tele.phone:401-725-1089 15 Sayles Ave Lincoln, RI 02865 esigner: DMC alculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 construction: 5B Occupancy:Bussiness Reviewing Authorities:Hyannis Fire YSTEM DESIGN Code:NFPA 13 Hazard:light System Type-WET Wrea of Sprinkler Opera 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: TYCO rea per Sprinkler 130.0 sq ftl . Model:. TY-B ose Allowance Inside 0 gpm I K-Factor• 5.60 ose Allowance Outside 100 gpm. 1 Temperature Rating: 155 ALCULATION SUMMARY 23 Flowing Outlets Glypm Required: 533.2 psi Required: 36.9 @ City Supply. ATER SUPPLY Water Flow Test I Pump Data l ate of. Test I Rated Capacity 0 gpm 1 tatic Pressure 80.0 psi I.. Rated. Pressure 0.0 psi I esidual Pres 70.0 psi I Elevation 0 At. .a Flow of 1130 gpm 1. Make: I �levation 0" ( Model• Location: ource of Information: YSTEM VOLUME 160 Gallons otes OLSTICE Drawing Date: 7/21108 7122108 0: 1 HYDRAULIC CALCULATION DETAILS ' HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS ' Hydr Ref W Required at Hyd Area 1 433 2Q.7 psi 8 4" Grvd 90 Ell 80' 120 4.026 433 4.5 1 Pipe 4" 10x25 1001 120 4.260 433 4.2 6 5" Grvd 90 Ell 72' 120 5.047 433 1. 4 1 Pipe 5" 10x21 50' 120 4.260 433 2.1 1 6" Grvd Alarm Valve TYCO "G" CHART LOSS 433 0.1 ' 1 6" Fingd Gate Valve "721U. PIV 3 ' 120 6.065 433 0.0 Elevation Change 210" 0,9 Fixed Flow Inside Hose Stream 0 gpm �. Total Loss for Riser 13.2 psi. Hydr Ref Rl Required at Base of Riser 433 33.9 psi 1 6" Fingd Back Flow Valve Ames "2000 CHART LOSS 433 2.1 1 Pipe 6" DIx18 C1 350 213 ' 140 6.338 433 1.0 Fixed Flow Outside Hose Stream 100 gpm ' Total Loss for Underground 3.0. psi LHydr Ref R2 Required at City Supply 533 36.9 psi ater Source 80.0 psi static, 70.0 psi residual @ 1130 .gpm 533 gpm 77.5 psi SAFETY PRESSURE 40.6 psi Available .Pressure of 77.5 psi Exceeds Required Pressure of 36.9 psi his is a safety margin of 40.6 psi or 52 % of Supply Maximum Water Velocity is. 16.6 fps r • t SOLSTICE Drawing .Date: 7/21108 7/22/08 0: 1 Page 3 FITTING NAME TABLE ' ABBREV. NAME C Coupling E .90' Standard. Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ' V Valve LEGEND HYD REF Hydraulic reference.. Refer to ._accompanying flow diagram. n _ FACTOR Flow factor for open or path where Flow (gpm) K x -\%P ta Flow added. or subtracted Qt . Total flow IA _ Actual internal diameter of pipe Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe IPE. Length of pipe TNG'S Number of fittings. See table above. OTAL Total. length (PIPE + FTNG'S) . Pt Total. pressure . (psi) at fitting e Pressure due to change in elevation where Pe 0.433 x . change in elevation Pf Friction loss ..(psi) to , fitting where.Pf 1 x 4.52 x. (Q/C) ^1.85 / ID^4.87 �v Velocity pressure (psi) where Pv 0.001123 x Q^2/ID^4 Ph Normal pressure (psi) , where ,Pn Pt -. Pv NOTES: Pressures are balanced to 0.01 psi. Pressures are listed to: 0.1 psi. Addition may vary by 0.1 psi due to accumulation of . round off. Calculations conform to NFPA 13. ,. - .Velocity Pressures are. no.t considered. in these Calculations i 'SOLSTICE Drawing Date: 7/21/08 7122108 0: 1 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY . (FT) (GPM/.(PSI^;�) ) (PSI) (GPM) (GPM) - (GPM/SQ.FT) 100 7.92 .5.60 14. 1 21.0 14.8 0.16 . 101 7.92 5.6.0 11..2 18:7 14.8 0.14 102 7.92 5.60 8.4 16 .2 14.8 0.12 103 7.92 5.60 . 12.5 19.8 14.8 0.15 104 7.92 5.60. 12.7 20.0 1.4.8 0.15 ' 105 7.92 5.60 7. 7 15.6 14.8 0.12 107 7.92 5.60 14.0 21.0 14.8 0.16 109 7.92 5.60 14. 7 21.5 14.8 . 0.1.7 ' 110 7.92 5:60 7.0 14.8 14.8 0.11 111 7.92 5.60 7.7 - 15.5 14.8 .0.12 112 _ 7.92 5..60 7. 7 15:5 14.8 0.12 113 7.92 5.60 8.1 16.0 14.8 0.12 r1.14 7.92 5.60 8.8 16 .6 14.8 0.13 . 115 7.92 5.60. 9.2 17.0 14.8 0.13 116 7.92 5.60 10.1 17.8 14.8 0:14 ' 118 7.92 5.60 15.6. 22..1 14.8. 0:17 119 7.92 5.60 16A 22.8 14.8 0..18 120 7.92 5.60 1.0.5 18.1 14.8 0.14 122 7..92 5.60 15.4 22.0 14.8 0.17 1125 7.92 . 5.60 14.7 21.4 1.4.8 0.16 -126 7.92. 5.60 13.6. 20.6 .. 14.8. . 0.16 127 7...92 5.60 12..9 26.1 14.8: 0.15 128 7.92 5.60 11.6 19.1 14.8 0.15 130. 7.92 17:4 132 7.92 17.4 133 7.92 17.4. 134 7.92 11.7 135 7.92 11.7 136 7.92 11.6 ' 138. 7.92 . 9.7 139 7.92 7.7 140 7.92 11.4 Al 7.92 17.4 A2 7..92 17. 4 A3 7.92 A4 7.92 18.2 A5 7.92 18.2 A6 7.71 20.6 W 7.71 20.7 �Iax. velocity of 16.62 occurs -in the 'pipe from 100 .TO A3 ,SOLSTICE Drawing Date: 7121/08 7122108 0: 1 ■ Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH .1 FROM HYDRAULIC REFERENCE 110 TO W (PRIMARY PATH) 14.82 1 .049 lE 6.96 7.0 7.0 K = 5.60 110 C=120 2.00 0.0 0.0 14.82 0.075 8.96 0. 7 7.0 Vel = 5.55 1.610 4.11 7.7 7. 7 139 C=120. 0.00 0.0 0.0 14.82 0.009 4.11 0.0 7. 7 Vel 2.36 15.55 1.610 12.50 7.7 7.7 K 5.6.0 112 C=120 0.00 0.0 0.0 30.36 0.035 . 12.5G 0.4 7. 7 Vel 4.83 15.98 1.610 14.00 8.1 8.1 K = 5.60 ' 113 C=120 0.00 0.0 0.0 46 .35 0.076 14.00 1.1 8.1 Vel 7.38 17.00 1.610 lE 6.32 9.2 9.2 K = 5.60 . 115 C=120 1T 12:00 0.0 0.0 .63.35 0.136. 18.32. 2.5 9.2 Vel 10.08 . 68.06. 2.067 4.75 11.7 11.7 134 C=120 0:00 0.0. 0.0 See PATH 4 AND 2 131. 41 0.156 4.75 0.7 11. 7 Vel 12.69 19. 76 2.067 8.00 12.5 12.5 K 103 C=120 0.00 0.0 0.0 151.17 0.202 8.00 1.6 12.5 Vet 14.60 21 .00 2.067 1T. 3.81 14.1 14.1 K 5.60 100 C=120 . 10:00 0.0 0.0 172.17 0.257 13.81 3.5 14.1 Vel 16..62 135.02 3.260 6.95 17.6 17.6 A3 C=120 0.00 0.0 0.0 See PATH 3 307.20 0.081 6 .95 0.6 17.6 Vel = 11.92 4.260 3.05 18.2 18.2 A4 C=120 0.00 0.0 0.0 307.20 0.022 3.05 0.1 18.2 Vel 6.98 126 .01 4.260 3E 15.44 18.2 18.2 A5 C=120 39.50 0.1 0.0 See PATH 5 433.20 0.042 54.94 2.3 18.2 Vel = 9.85 NITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) f �OLSTICE Drawing Date: 7/21108 7122108 0: 1 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 11.0 TO W (PRIMARY PATH) 6 .357 3.06 20.6 20.6 A6 C=120 0.00 0.0 0.0 433.20 0.006 3.06 0.0 20.6. Vet = 4.42 W 433 .20 20.7 K = 95.33 �ATH 2 FROM HYDRAULIC REFERENCE 111 TO 134. 15.50 1.049 14.00 7.7 7. 7 K 5.60 111 C=12,0 0.00 0.0 0.0 15.50 0.081 14.00 1.1 7. 7 Vel = 5.81 16 .61 1.380 2E 5.53 8.8 8.8 K = 5.60 114 C=120 6 .00 . 0.0 0.0 32. 12 0.082 11.53 0.9 8.8 Vel 6.96 1.610 9.61 9. 7 9.7 138 C=120 0.00 0.0 0.0 32.12 0.039 9.61 - 0. 4 9.7 Vel = 5.11 17.82 1.610 IE. 6 .14 10.1 10.1 K = 5.60 ' 116 C=120 1T 12.00 0. 0 0.0 49.93 0.088 18.14 1.6 10.1 Vel = 7.95 134 49.93 11.7 K = 14.59 PATH 3 FROM HYDRAULIC REFERENCE 105 TO A3 15.57 1.049 8.08 7.7 7.7 K 5.60 105 C=120 0.00. 0.0 0.0 15.57 0.082 8.08 0.7 7. 7 Vel = 5.84. 16 .23 1.049 9.00 8.4 , 8.4 K = 5.60 102 C=120 0.00 0.0 0.0 31.80 0,307 9.00 2.8 8.4 Vel 11.92 NITS. - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �OLSTICE Drawing Date: 7121108 7122108 0: 1 Tyco Fire Products Page 7 HYD. Qa DIA. - FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* i POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 105 TO A3 CONTINUED 18. 70 1.380 8.08 11.2 11.2 K 5.60 101 C=120 0.00 0.0 0.0 50.50 0.190 8.08 1 .5 11.2 Vel .= 10.94 19.95 1.610 8.08 12.7 12.7 K 5.60 .104 C=120 0.00 0.0 0.0 70.45 0. 166 8.08 1.3 12.7 Vel = 11.21 20.98 2.067. 8.08 14.0 14.0 K = 5.60 ' 107 C=120 0.00 0.0 0.0 91. 43 0.080 8.08 0.6 14.0 Vel = 8.83 21. 45 2.067 8.08 14. 7 14.7 K = 5.60 .109 . C=120 0.00 0.0 0.0 . 112.88 0.118 .8.08 1.0 14.7 Vel = 10..90 22.14 2.067 1T 1.04 15.6 15.6 K 5.60 118 C=120 10..00 0.0 0.0 135.02 0.164 11.0.4 1.8 15.6 Vel = 13.04 3.260 10.00 17.4 17.4 A2 C-120., 0.0.0 0.0 0.0 135.02 0.018 10.00 0.2 17.4 'Vel 5.24 A3 135.02 17.6 K = 32.17 ATH 4 FROM. HYDRAULIC REFERENCE 120 TO 134 18.13. 11.049 . 8.08 10.5. 10.5 K 5.60 120 C=120 0.00 0.0 0.0 18.13 0.109 8.08 0.9 10.5 Vel 6.80 1.380 8.08 11 .4 11.4 140 C=120 0.00 0.0 0.0 18.13 0.029 8.08 0.2 11.4 Vel = 3.93 1.610 8.08 11.6 11.6 136 C=120 0.00 0.0 0.0 18.13 0.013 8 08 0.1 • 11.6 Vel 2.89 NITS. - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �OLSTICE Drawing Date: 7/21108 7122108 0: .1 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* . POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 120 TO 134 CONTINUED 2.067 3.25 11. 7 11. 7 .135 C=120 0.00 0.0 0.0 18.,13 0.004 3.25 0..0 11. 7 Vel = 1. 75 131 18.13 11.7 K 5.30 �ATH 5 FROM HYDRAULIC REFERENCE 128 TO A5 19.08 1.049 10.75 11.6 11.6 K = 5.60 ' 128 C=120 0.00 0.0 0.0 19.08 0.119 10.75 1.3 11.6 Vel = 7.15 20.11 1.380 5.58 12.9 12.9 K = 5.60 127 C=120 0.00 0.0 0.0 39.19 0.119 5.58 0. 7 12.9 ._ Vel - 8. 49 20.62 1.610 9.08 . 13.6 13.6 K 5.6.0 126 C=120 0.00. 0.0 0.0 . 59.81 0.123 9.08 1,1 13.6 Vel = 9.52 21.45 2.067 11.09 14.7 14. 7 K 5.60 125 C=120 0.00 0.0 0.0 81.2.5 0.064.. 11.09 0.7 14. 7 Vel 7.84 21.96 2.067 11.91 15.4 15.4 K 5.60 . 122. C=120 0.00 0.0 : 0.0 103.21 0.100 11.91 1.2 15.4 Vel 9.97 22.79 .2.067 1T 1.67 16 .6 16 .6 K 5.60 119 C=120 10..00 0.0 0.0 126.01 0.144 11.67 1. 7 16.6 Vel = 12.17 A5 126.01 18.2 K =' 29.50 ITS - DIAMETER. (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 408.Main Street Residual Pressure: 70.0 psi System Flow: 433 gpm Outside: 100 gpm Hyannis, MA 02601. Flow: 1130 gpm System+Hose: 533 gpm Remote Area: 1 Date! Safety Pres: 40.6 psi Loc: ..Head Elev Pres: 1.0 psi . 140 120 100 8 Su 60 40 100 gpm hose 20 1.0 psi 150 225 300 . 375 450 525 600 675 75 212 PYROTECH 5-- -,� CONSULTANTS, t I INC. 11A ,it P. 0. BOX 1532 DEMO--, I I SANDWICH, MA 02563-1532 ' 508-888-5808 Oi ,.--PIPING TO BE REMOVED I Fn REMOVE ALL SPRINKLERS AND LINES FROM ELEVATOR AREAS �I rl 7'812 112 REFEED LINE TO UNDER STAIRS _ _ _ _ 112 7 �Y � (132 1 1 �=A1 ��X I /2" rC u 1Xx 2 2 2 2 2 2 a 1 z 2 SREA #1r-) r4 O 1500 SQ.FT 0 C .1OGPM 408 MAIN STREET hYANN15, MA 02C0 t 105> 6102 1 11 1 44> C: C109 441- I . J- 08.7 75.~-7400 r �-_. � 1 _ 11144 - �_ 112 2 2 1�z 1�z 112 _ 2 1+z �. 508.� /�5. 14 � 13t?A 1 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 C130.0 PUT NEW LINES ABOVE l �110 �� ' NEW CEILING TYPICAL EXISTING BRANCH EXISTING MAIN TO REMAIN �' 1 AND RELOCATE EXISTING 130.0 1 REPLACE SPRINKLERS ONLY 7'$9 z LINES TO ABOVE - -- WITH PENDENT SPRINKLERS C".ONCEALED SPACE_ ltlO BE NON-COMBUSTABLE THESE DRAIYING5 ARE NOT PREPARED BY AN N ARCHITECTURAL FIRM AND O SUCH 9 — C `111 C13) 134 t A3 112 `a DESIGN X M G INC WREPRESENTATION 15 �LL ASSUME INING MADE. ANYNY EVENT, �. 12 �140 �� 136 120 113 , , �1 33 (1 0 RESPONSIBILITY WHATSOEVER IN PROVIDING YOU REMOVE BRANCH FROM WALL 1' ,�� 2 2 2 112 19'z2 ,,4 wIT�1 THESE DRAWING. 13Q.Q � 114 130.0 1 130. 1 130.0 1 CONTRACTOR AND/OR OWNER TO VERIFY AND Q.Q 1 130.0 08 1 116D CONFIRM AI-L DIMENSIONS ON JOB SITE. DESIGN X TE�XISTING MAIN MFG, INC. IS NOT RESPONSIBLE FOR REMOVAL OR TYPICAL PICAL El CTRICAL WORK. THE5EF5HALL blk CHECKEDNDY NEW SPRINKLER �_ CONTRACTORS AND SHOULD CONFIRM TO ALL Z L_ T LOCAL CODES AND 5TATf CODES. IP ANY CHANGES AIRE TO BE MADE ON TH15 PLAN AFFECTING EQUIPMENT LAYOUT, NOTIFY DESIGN X MFG. INC. IMMEDIATELY. NEW SPRINKLER BRANCH LINOD ^00 2,,' 32: C2� �27� I DMC 07-24-m08 ( � 1 114_—�}_,_ 1�z _ 2 2 2 AX. 2 2 2 2_ .._ 2 130.0 1 130.0 1 130.0 1 130.0 1 130.0 1 30: 1 Flo. Revision/Issue Date s EXISTING TO BE REPLACEDTYP. REMOVE SPRINKLER TYP. J \'--REMOVE 4 MAIN FROM WALL C } {As 8,-3 SPENCER PLAIN ROAD OLD 5AYE3PC,OK, CT 06475 4 F. 860,399,2222 800.345.2924 F,8GO.399.0048 SYM CNT P SITIONFINISH— MP K NP �� ^ ((�� Project Name and Address 0 26 UPR CHROME 155 5.60 1/2" NEW SPRINKLER EXISTING LOCATION W 2' `{' 6' 8' 1 U' 12' 14' 16' 18' SOL,STICE 18 UPR CHROME 155 5.60 1/2" REMOVE EXISTING SPRINKLER 408 MAIN STFIEET 18 UPR CHROME 155 5.60 1/2" NEW SPRINKLER NEW LOCATION hYANNI5, MA 02GO 1 ® 1 PENO CHROME 155 5.60 1/2" NEW SPRINKLER NEW LOCATION Q 13 PENO 5 h E KYL BABA CHROME 1155 1 5.60 11/2" INEW SPRINKLER NEW LOCATION A� Ile,15 ?z he gc4C lr' /2eS&AJ-e %y�� 508.7 7 6.0530 K.IMBER.LEE SCIIULEP CONTINUE TO 6" RISER 508.654.0849 SEE CALCULATION SHEETS FOR DISTANCES C 5PIZINKLER, MODIFICATION5 _ Project TI Sheet 50L5 CE Date 07/24/08 f F r I Scale I /411 = 1 1011 '�HYA REVENTIO BURAte' 1 NY -RESCUE DEPARTMENT SCHOOL ROAD,EXT. A�Y