Loading...
HomeMy WebLinkAbout0118 FLINT ROCK ROAD o f .� k � :. i - ,., :.' ,tile'..� .. 4 _ a i. '. �. .. 'i ;. .' -.., se +. r v �... '� ,.,:. �r ...... . # v . 'rz n ° � ' v v .. N', _'- 2 �i�Y � a a i �. .. t .. .. .. .✓ �. a.::... ., A " _ i. N + r r ,.. n � E .' 11 as: � '���� �•, ° _ .� � ,. :, . � a. ,. , . s ,,: �., r �•s -� „ > .�� �� �, .: .n °S r x� ... b _ .._., _� 3 v r, -: � �� �i� - �... r� p� .. _., .� ... , �.. v ,. �� �. #„ s ,-... � v'� �. ., N` �� i &ice i� . :, .. .�, � - •: i r+` £ ,. .. _ ,. ,. � ,. - .. - .. fi t y. 4 .` � � x i� K ,? .. `k .. # ,, Shy .. _ � .� 4 x ..., '. #. .. v .. .. .. ... .. � � d i �. .. n.{. �. .. �. rv.. Town of Barnstable Building ;�„°^� � �`x' ;. '�' g e Post This Card So Tl`at rt is U�slble;From"theStreet� A , roved Plans Must be-Retained on;;Cob and this Gard Must be,Kept ewRt-rscwgs.�, " • " =Posted UntilFinal l spection Has Been Made `' s63¢ �. Permit s Where a Certificate of Occupancy,ls•Requ red;such B,uildmgshall No#¢be Occupied:,un#il a Final Inspect onE has.been made r ww....,�rt .. .ti'.-,.',' ,,u�r „a,., ...,., �,w., _s. 3iz ,. ,.�T s, < r.pia ...,z xr "k,',1£ e„ ,e.` 'i,,3F >.. a, uaev. SE: . Zs.A. �,�r,`.n�T+xP' .w.xrs¢...i.* a✓ aa»�.;a:av«`&,...m..a..w.n..w-a.- iS�sHbbb Permit No. B-18-1612 Applicant Name: Carl Rebello Approvals Date Issued: 06/12/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 12/12/2018 Foundation: Location: 118 FLINT ROCK ROAD, BARNSTABLE Map/Lot 316-080-007 Zoning District:. RF-1 Sheathing: Owner on Record: FREDERICKSON,FRANK G&LINN,MICHELLE Contractor Name.` Carl J Rebello Framing: 1 Address: 118 FLINT ROCK ROAD Contractor�License„ CS-084358 2 BARNSTABLE, MA 02630 � ,Est Protect Cost: $3,879.00 Chimney: Description: Insulation,Air Sealing& Door Weatherstripping .-Permit-,Tee: $85.00 Insulation: Project Review Req: w} Fee Paid{' $85.00 =D,ate. 6/12/2018 Final: Plumbing/Gas Rough Plumbing: ' < -,Building Official ., t Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after.issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and'(,'' approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and str,,uctures:shall bbe in compliance with the local zoning by law`�%nd codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. r 'r Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and-Fire Officials are provided on t is permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing x 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons co ting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: c All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# 4 Health Division 0 i5&2r an Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee _ S� Date Definitive Plan Approve nning Board ®k Historic-OKH reservation/Hyannis �A Project S t Address f Village fhs Owner ry&n L Address Telephone �`F�7 (/� Permit Re Quest M v � 4 7d CV) 6x Ci CJ\ c,10 V)60 b)✓JDL-6, CXS1Sf-67c. C'cG Square feet: 1 st floor:existing A11YV1 Poposed V 2nd floor:existing vv— pro posedl Total new 3U3� Zoning District Flood Plain ( Groundwater Overlay -�50 Project Valuation Construction Type(A)WA I�mIn— Lot Size J—)31 Grandfathered: ❑)W f rJ No If yes,attach supporting documentation. r Dwelling Type: Single Family &/ Two Family ❑ Multi-Family(#units) { Age of Existing Structure 20 Historic House: ❑Yes 3 No On Old King's Highway: Yes ❑No Basement Type: f/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 0� new O Half:existing 'ram'— new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing new S First Floor Room Count Heat Type and Fuel: Aas ❑Oil ❑ Electric ❑Other ? _ Central Air: VYes ❑No Fireplaces: Existing New Existing wood/co I stove: �]Yeses 0No 7 Detached garage:❑existing ❑lnew size Pool:W existing ❑new size Barn:❑ iew size Attached garage:M/ Mf existing new size Shed:0 existing ❑new size Other: co o Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes 2 ut/No If yes site plan review# Current Use �)Y3,1k. K-4Y>1 ��, Proposed Use � BUILDER INFORMATION _ Name i ►;' (e"r-4r-SC-0 flLtrL���- Telephone Number ��=77, Q 21 p Address 11 y w r2:e_Js VtI I %IC VI(r+, )O License# cc_5Z 7 P�Pnn it' o Home Improvement Contractor# Worker's Compensation#u)0-3(s--3 j`dC -74-037 ALL CONSTRUCTION DE PS RESULTING FR M THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 5-31-07 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER, DATE OF F INSPECTION: FOUNDATION FRAME GO INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ' ASSOCIATION PLAN NO. ul f r �pF1HE 1 Town of Barnstable. Regulatory Services + BARNSMELE, i X&M. Thomas F.Geiler,Director •s6g9 � AlF2639 ' Building Division Tom Perry, Building Commissioner 200 Main Street; Hyannis,h A 02601 ww -town.barnstable.ma.us Office: 508-862-4038 Fax: 5 08-790-62 3 0 Property Owner Must Complete and Sign This Section If Using A Builder I l" n Kam. VGr SC>n as owner of the subject property hereby authorize ! 1 CG or,(!) i rl , to act on my behalf, � in all matters relative to work authorized bythis wilding permit application for; . t I C. (Address of Job) Signa er Date Pant Name f Q:FORN S:0 WfgER'ER-,IS S ION ►�►` �-�� C�l-� �`�i�1J Daniel:F- Braman, P.K . . �Q.�,�� �Q,�9�2� �Sot�• 189 Harbor Point Rd.Cunimagrud, MA 02637-0361 eG'C �E IV�Q►c�S S�P'TE �v � �•�t t�i�t �o��.. M t 106 2Z5 L�.3 �.. .l.. O x !cj z op Q u 3 4-- DANIEL E. ® 3T L pp a,v►C c�e�c, �o 5 r d twt a V%-s to xn ov�ei Irl.c'�'� cj _+ln RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: 118 Flint Rock Rd.Barnstable Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W14X34 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 034 k/ft Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0. 225 0.225 0. 000 0. 000 0. 600 0. 600 SHEAR: Max V (kips) = 10. 31 fv (ksi) = 2 . 59 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 61. 8 12 . 0 0. 0 1. 00 15. 27 24 . 00 15.27 24 . 00 Controlling 61. 8 12. 0 0. 0 1. 00 15.27 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 11 3. 11 Max + LL reaction 7 .20 7 .20 Max + total reaction 10. 31 10. 31 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0. 196 L/D = 1469 Live load (in) at 12. 00 ft = -0. 454 L/D = 634 Total load (in) at 12. 00 ft = -0. 650 L/D = 443 MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-29-2007 PROJECT INFORMATION: Frank Frederickson 118 Flint Rock Road arns able, MA 02630 COMPANY INFORMATION: Markwood Corporation 110 Breed's Hill Road # 10 Hyannis, MA 02601 COMPLIANCE: PASSES Required UA = 963 Your Home = 674 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 2432 30.0 0.0 86 WALLS: Wood Frame, 16" O.C. 4239 13.0 3.0 302 GLAZING: Windows or Doors 424 0.310 131 GLAZING: Skylights 12 0.420 5 DOORS 98 0.350 34 FLOORS: Over Unconditioned Space 2432 19.0 0.0 116 HVAC EQUIPMENT: Furnace, 95.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this. building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC e u' men ected to heat or cool the building shall be no greater Tian 125% f the design load as specified in Sections 780CMR 1310 and J4. • Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 5-29-2007 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-13 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ l 1. U-value: 0.31 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.42 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes ( l No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ l 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: ( ] 1. Furnace, 95.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] ( SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-11, 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I ( ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : 9 PIPE SIZES (in.) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - Parcel T� r Permit# Health Division ) (� —�� 6,�p. s 48CE Date Issued r ' JUN 14 P Conservation Division �: 23 Application Fee Tax Collector SEPTP�r��E AA UST RE �.� m AA Treasurer ii1 /Si0 STALLED IN COMPLIANCE WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address ! �L��JT 0(,L , Villages� �`Q� � F Owner ��e� k S d Address Telephone 0 t 3 Z— q 77 q Permit Request �Sl�s ! } ( r 3 ? ` pug&d d'✓ Ajat6 UtAli Z_ Ly w-�v Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatiolno2 0, 00 Construction Type SYC'et W cX& (�/✓yG �S Lot Size 3, Grandfathered. ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family p Two Family ❑ Multi-Family(#units) Age of Existing Structure l�® �5 Historic House: ❑Yes QkNo On Old King's Highway: NYes ❑No Basement Type: QKFull ❑Crawl ' ❑Walkout ❑Other �y Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) l�00 T _ Number of Baths: Full: existing 0 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: PkGas ❑Oil ` ❑ Electric ❑Other Central Air: ❑Yes 4No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: I 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 BUILDER INFORMATION r Name s L� -� sewo_SI,�_c Telephone Number Address License# 00 �j#o'/sn?�I'P, 016 3 0 Home Improvement Contractor# l01� 6J 0 Worker's Compensation#,_-Gil C,70 0557.5®l A 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `r NI `f '`•z'"": -'ram" FOR OFFICIAL USE ONLY 2 ~ PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ,c INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL. fit NS; PLUMBING: ROUGH - FINAL GAS: ROUGH' s 5 FINAL ` y. €n FINAL BUILDING S }= f ti 0cr r co =1 © 0 F f— Q m F DATE CLOSED OUTto S d c) sit ASSOCIATION PLAN NO. t J °��He rO�ti Town of Barnstable Regulatory Services 3 BAMNM uE Thomas F.Geller,Director 9�A 1639. a•�� Building Division TFD MPI Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using A Builder �a4 e,,,r >'4 ,4/ , as Owner of the subject property to act on my behalf, hereby authorize in all matters relative to work authorized by this building permit application for: (Address of Job) Signature o Owner ate riot Name Q..FORMS.0 W NERD BRMIS S ION t : OD a41, 14 r. awr" ' .. � � '. � � � Maw •�•,�� � ' « 'J] Q r � 7""�' ' � . � fl �► nit �'�c�-r-;�� :".�,"'.." .ti4. f T ty • , ,� } .. { ��:�,;:�'��"xa e`:D .._ ____. _�j;— # '1, � `'„ �._ 'SET , �'•V� � 1�'S "{J Y9 i 4� }f /Y■` a ,y PA_ ,' � •iRILE 1 .r' D �' 15.i�_: �� '�Isi-._. t► `.:..yi'•!, _ ,ilc°� r i1�,*,���•_'�-.� ■1� .iil.l_• t a�. a:,a: 1 .ba .1 a •i ,.y: it _ r.* I TM D Q. PPO-Gpid VERTICAL GRID D . E . FILTERS sooae a Hayward Pro-GridTM is a high- yM performance filter series that provides v y_ superior water clarity,efficient flow and large cleaning capacity for pools of all types and sizes. ITO Pro-Grid filter tanks are now molded from new and stronger PermaG lass XLTm Y '- ° an improved glass reinforced copolymer, providing the ultimate in strength, durability,and long life. -Grid g Pro id filters also d�®$���� combine high gmens8150 technology features Pool Water Systems• with a "service-ease" design for dependable operation and ° �T low maintenance. x Pro-Grid filters are also available with =w �" the optional SP0740DE Selecta-Flo , control valve,the only filter control valve designed specifically for D.E.filters. For the quality conscious pool owner, Pro-Grid filters are an unparalleled 4 n filtration value. >> k' El DE7220 Pro-Grid'm72 ft.'Vertical Grid D.E.filter with optional SP0740DE Selecta-Flo' ' 4-position control valve. Large capacity filter,made of durable PermaGlassXL, can be used in both commercial and large residential applications for years - s � K and years of non-corrosive,trouble-free performance. Featuring . pew PermaGlass,,;==� _ Filter Tank Material +f HAYWARU� y Americas # I Pool Water Systems. i I �, Pro-GPid" Vertical Grid D . E . Filters Innovative Automatic Air Relief purges any trapped air automatically during filter operation. — Screenless Internal Air Relief provides continuous air venting and eliminates clogging. Y^ Improved High-Strength Filter Tank molded from new and stronger PermaG lass XL' material for extra durability for dependable,corrosion-free performance. High Impact Grid Elements designed for up-flow filtration and top-down backwashing for maximum efficiency. Self Aligned Tank Top and Bottom make access to servicing grid elements fast and simple. A- w Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without °M disturbing piping or connections. Marked Short Elementand Manifold provide clear guidelines for re-assembly of grid _ elements during cleaning. A Inlet Diffuser Elbow distributes flow of incoming unfiltered water upward and evenly a_ to all filter elements. Noryl®Bulkhead Fittings for extra strength and heat resistance. - T Full Size 1%"Integral Drain provides fast,100%clean out and easier flushing of tank. t Union Locknuts make disassembly and reassembly of filter from piping fast and easy. Plumbing Versatility.Select from a wide variety of valve options for customized control of yourfiltration system,including Hayward"s 2",2-position slide valve. r r r r r o FILTER TYPE: Vertical Grid Diatomite:24,36,48,60,72 ft2(2.2,3.3,4.4,5.5,6.6 M21. FILTER TANK: Injection molded PermaGlass XLT" FILTER ELEMENTS: Monofilament polypropylene cover fitted over.8 curved, high-impact grids CONTROL VALVE: 11/2"or 2"6-Position Vari-FloT"2"4-Position Selecta-Flo!m 2"2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). _ t T". PERFORMANCE RANGE: Yz TO 3 HP(30 to 120 GPM) Fully Automatic Air Relief with double seal DIMENSIONS: DE2420—32"H x 23"W(81 cm x 58 cm) DE3620—34"H x 23"W(87 cm x 58 cm) eliminates the need to manually vent filter tank DE4820—40"H x 23"W(102 cm x 58 cm) after system start-up and prevents backdraining � F®DE6020—46"H x 23"W(107 cm x 58 cm) during pump shut-down. DE7220—52"H x 23".W(132 cm x 58 cm) Above dimensions are for filter only.Overall width with slide valve is 30"(76 cm), merall width with either 4-or 6-position multiport valve is 33"(83 cm) & Model Effective Design Turnover Filtration Area Flow Rate* Gallons Kilo Liters Number ft2 m2 GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. DE2420 24 2.2 48 182 23,040 28,800 87 109 " 9'DE3620 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 -72,000 218 273 DE7220 72 6.6 1 144 545 . 69,120 86,400 261 327 Removable Clamp Tool makes tightening and *Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM I341.LPM)or loosening of clamp quick and simple,providing more. Flow rates above 120 GPM(454 LPM)are not usually required for residential pools. easy access to filter Internals. NSF is a registered trademark of the National Sanitation Foundation. ' r ® ~ HAYWARD - Americas n I Pool Water Systems. 1-888-HAYWARD www.haywardnet.com ©1999 Hayward Pool.Products,Inc. PG99 O Su'pep u m 10 HIGH - PERFORMANCE PUMP SERIES 4y w a y f j rt�l}S xi ''' r. ■ Super Pump:high performance and quiet operation. Hayward's Super Pump is a series For super performance and safe, quiet of large capacity, high technology pumps operation, Super Pump sets a new that blend cost-efficient design with standard ofexcell,ence and value. And durable corrosion-proof construction. you know its Designed for pools of all types and quality through- �xa sizes, Super Pump features a large out because its made by "see-thru" strainer cover, super-size debris basket Hayward F# Totally b — the first and exclusive "service- choice of pool may" ease design for extra & xy ' professionals. convenience. a HAYWARD America's *I Pool Water Systems SupePPump° High Performance Pump Series Exclusive,Swing- Lexan®See-Thru All Components Heavy-Duty,High- • Aside Hand Knobs Strainer Cover lets you Molded of Corrosion- Performance Motor make strainer cover see when basket needs "Proof PermaGlassWm with air-flow ventilation for removal easy.No tools cleaning and eliminates,_,,,' for extra durability and quieter,cooler operation, required...no loose guesswork.Special self- long Irfe parts...no clamps. adjusting seal assures " °Heat Resistant,Industrial Mounting Base provides dependable sealing '$ Size Ceramic Seal. stable,stress free support,plus ..�_ Long wearing,and 100% versatility for any installation tlnp proof.For fresh or salt requirement.Adapts_48 and 56 - :water,use.: frame motors. Super-Size Housing has extra air handling capacity to assure rapid priming. - -� �s r s�xa • Naafi.' Totally Balanced, Service-Ease Design gives Corrosion-Proof Noryl® simple access to all internal parts. Impeller has smooth,wide .::: Motor and entire drive group openings to prevent fouling or assembly can be removed,with- clogging.Energy-efficient out disturbing pipe or mounting design produces more flow at connections,by disengaging just equivalent horsepower. four bolts. _. e 1 1 r II SP2600X5 32 0.37 1'/2" 11 /4' 286 � I I 4 emmi 1 I o'a iF' SP2605X7 '/4 0.56 1'/2" 11 V-" 295 ` 4r; SP2607X10 1 0.75 11/2" 117/8" 302 - szB m SP261OX15 172 1.12 11/2" 1274" 311 1 SP2615X20 2 1.49 2" 1374" 337 I'-9si'mm 9a mi SP2621X25 2'/2 1.86 2" 13'/4" 349 t19 m 0 Super Pumps are also available with dual speed motors. m h. 30 100 27 90 ' 24 80 21 70 18 60 SN52IX25 SUPER-SIZE 110 CUBIC INCH BASKET has J 15 50 WLM- extra leaf-holding capacity and extends time ;5 12 40 between cleanings.Rigid construction with S 615X2 0 9 30 c2HP-,.4s load-extender ribbing assures free flowing oper- 6 20 s 61OX15 ation for heavy debris loads. 3 10 soox SPx nnu c1v9" —1.1z Su per Pum °Series Pumps are listed b V2 P—0.3 KM M x7 P P P Y 0 0 Qh"P—0.56xw 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM SA CAPACITY PER MINUTE • HAYWARD® America's *1 Pool Water Systems 2693 I-888-HAYWARD www.haywardnet.com ©2000 Hayward Pool Products,Inc. THE TOWN OF BARNSTABLE Permit- No. ..?.9352....... BUILDING DEPARTMENT '"8; � TOWN OFFICE BUILDING Cash .y...... HYANNIS,MASS.02601 Bond ........1/ CERTIFICATE OF USE AND OCCUPANCY Issued to Larry D. Nickulas i Address Lot #7, 118 Flint Rock Road Barnstable, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. A....3a' 19... ....... ............ .... ... .................... Building Inspector THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA f � ,r. 9 BUILDING r TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT A-316-80.-001 JOB WEATHER CAJyRO A% j ill ay �i' i3 C1 '�T 1.+ 2993 52 DATE 19 PERMIT NO. APPLICANT ` ADDRESS j - - (NO.) (STREET) • (CONTR'S LICENSE) l,uil.d dwelling ;;ir:stic '<'nlll,`,? t�ldr_.L.l. (liy NUMBER OF ) PERMIT TO (_li STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) i l.oe ?r:/ 118 Flint *Aocf ?Pond, i;zrnf.C'ab1i ZONING AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT 1 SUBDIVISION LOT BLOCK SIZE ) ) BUILDING IS TO BE _FT. WIDE BY FT. LONG BY FT.AN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION i (TYPE) `, ' q REMARKS: .�t.r�_ge �ISU-�/ I f t i AREA OR ld 000 PERMIT VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) Larry D. Vickula:a OWNER 95 .._.' . . .,� .a, Hit BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER'TEMPORARILY.OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE,BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED E 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 THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, .PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QLIIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS, BEEN MADE. 3. FINAL INSPECTION BEFORE - .. OCCUPANCY. POST THIS CARD SO IT IS VI ISLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBINP INSPECTION A ROVALS ELECTRICAL INSPECTION APPROVALS 2, �. `zj et,,� 2 2 2 -3 HEAT;NG !NS?[CTING APPROVALS REFRIGERATION INSPECTION APPROVALS NG 07HER 12 . 2 ARD OF HEALT zoo� ''WCRK ALL NCT PROCEED UNT:L THE PERMIT W!L.L BECOME NULL AND.VOID IF CONSTRUCTION iNSPECTIONS'.INpICATED ON THIS CARE NSPECTOR 51AS APPROVED THE VARICUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE.THE CAN BE 4ARAWND FOR BY.TELEPHONf STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. a 1 F -77 �.- 4 07 . x SG I a.F 1 A ' $At \3 ` ,. 703, i ? 9o ' a CERTIFIED b'LC1 � CLAN M1 3o i5 i5 5A y SCALES „_ : _ /: - Vol" DATE ` ��.®h�alrl3�E iENMi4INGINC) ® _ CLIENT cku�� I CERTIFY THAT ;THE'fo�v�Tr .v EGISTERED REGISTERED SHOWN ON THIS PLAN 15 LOCATED CIVIL. LAND J4B .a0..; 5090 ON . THE GROUND AS INDICATED ENGINEER SURVEYOR DR.BY! f� CONFORMS TO `THE ZONING LAWS: OF BARN STABLE , MA 712`'MAIN STREET CM.®Y:�: iME /H Y A N i�.i S M ASS ,• EG LAND SURVEY0R. ,: Assessor's office (1st floor): 31�_ d � 1C SYSTEM MAST oFTHEro Assessors map and lot number/`�.F .................. / WSTALLED IN C®MPLI Board of Health Ord floor): .—q3n WITH TITLE 5 . Sewage Permit number i�M TABLE • Engineering Department (3rd floor. °�����®N�IIE�T�L �eV�De 4.Oo 26 9• House number /.. .......�.. .L-....:.... Ru oE' i EGU AT��'�4" aye o Nnr APPLICATIONS PROCESSED 8:30-9:30 A.M. and: 1:00.2:00 P.M. only r TOWN OF BARNSTABLE BUILDING I'NSPECTOR APPLICATION FOR PERMIT TO ......... //� ... ......... .. ..... ........................... TYPEOF CONSTRUCTION ...................W616r.. ........................................................... .............................. .. .................9. TO THE INSPECTOR OF BUILDINGS: The undersigned h..,ereby applies for a permit according tto,,tth''e))following information: Location ........f �� ........ <.........• .......................:........... .................................................................................... ProposedUse ...................................... ...... ......... ZoningDistrict .................f! . .. /................................Fi District .......... .. ............................. ............. .... �V Name of Owner ......... . ....................... .. ..Address �f .l...... .... ......... ... All.:).i - Nameof Builder ....................................................................Address .................................................................................... Nameof. Architect ..................................................................Address ......................................`1.......................................... .........................Foundation d / Number of Rooms ............. .................. .......................................................... .......................... . e Exterior �- ....................Roofing .................. ...... ....................... I ................................ O^ Floors ...........:..................................................Interior .................. ... ................................. Heating ................ ...............................................................Plumbing ...........................�. .............................. Fireplace Approximate Cost .. Q Definitive Plan Approved by Planning Board __---�/- -----------------19 Area ........1.. �. ..S: Diagram of Lot and Building with Dimensions Fee ............... l�..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH allo N k ti r OCCUPANCY PERMITS RE UIRED FOR NEW DWELLINGS I hereby agree to conform o all the Rules and Regulations of the To arnstable rding the abov. construction. Name . ............... ..... ... ....... Construction Supery sor's License `!E: J NICKULAS, LARRY D. No .2935?:. Permit for' One Story............. - Sin le Famil' Dwelling , .............:......................Y......................................... ¢ Location ,,Lot ��7; 118 Flint Rock Road .............................................. 'x ...... Barnstable...................._ ......:........ i w F Owner .,,,,,Larry D. ,Nickulas ' ............................... Type of Construction Frame,•.•.••••••. ..•••••.••••• - ........................... r 1 'Plot ............ '.............. Lot l • r Y � Permit Granted. ........May, 1.6'...:.............19 86 r< Date of Inspection ....................................19 i Date Completed ....... ......................19' 4 �' fir' Y � i � 1 � 4. •Ll it — 1 �.•H 1 t - .'y . j ;i€ �• .. mod: l Y r • fz— lc� -� Li 1 mod. er - { r hr I I' I r I, _--- TWa -. Hk LLU - .- _ �.�_tr:�`>i�-n�� :�_ :_ .._. __ ... -_ _ _..._ --- -:--.. __ _ _.:., -..: � .. _ _. ..:-.. . . .. -:_ - : .. _._:.:R14trr•:EC.��n-ranri:: _ _._ SMOKE DETECTORS REVIEWED CARBON MONOXIDE ALARMS L 1 E JeJg d MUST BE INSTALLED PER NSTABLE BUILDING DIPT, TE MASSACHUSETTS BUILDING CODE FIRE DEPARTMENT DATE BATH SIGNATURES ARE REQUIRED FOR PERMITTING r — ` i \ n vzi��C7- -�srs•.`�41�rias� ;.;> !! _ - -- - - \vruopw Crl1s , — i Ilr � I I '�_ /•�t(CNCi'F..�l�{IJN�r!uJ�11�5..i=1iC�ER�CKS�?tl.._ ..._ $RUCE DRUN DESIGNS CHATHAH, HA. ��4•z�y•��so .....°...... .. 11 , 111 tt N I d 1 i u R wJif .:. b 4. L I i + i 1 i 1 j ,-!:oaxonex sci . C— aev:21n5E uac -� ,. f!la.Ai gUF1E"R 2446\-/ : zralatY t�� 1 Ila 61sctyLL L—WR:lr!Z7 UK_Pkt- Fft1�K.Ss?�1 BRACE DEVLIN DESIGNS CHATHAH, HA. 714 ,u�•�750 - '�a•sue\tV�eq:"au.axe Nw aat .R.Rr.\. t� ' ?x6<e10.-J5T3��._. _I}t"o.8-Cbl�:J56'/%'39-NB.+�. I.�-SranoVlU - It �, .. tlavq.4 y , rS-StVtn r 3 �4 to 2 ya rfic..u,e Koolk 'r r -$4 'TX �SSl6'FiDtSR 3ta T�S.wa racx M r -- Iz ,�.co:Uasn _ ._: . . .. ".._.._ � ...�.'�• '�l�l t.� S_G� g.ao Jussrt._ _..._ .:.. -. �_`:. r ii ,. - x,vac� _... - ...- ...--- -...._... _..scr7o. i _ . .. _...- -.__... _ _ . .. _... .. .._ . - I i o 0 s lo. � , O I 24.°.. _. Iviica��_L�rN� rr��tiK Fx r�rt�itil�a � .�.,. , BRUee DEVON DEMNS ''`' . 3lldl� i. .. _ � cart,li, HA: -- --------...__ .. ....�� 7.1.0� .: .. ..' ::�- P•8`:'---- Z:p-:,.-. ...-,..' 1�9'.. : ,^..3'a- .. .6•q.,., "...69.n_. .; 3�...".' - O . G fe' , L _ 1 1. f i ..W c gxt;VsXxo putt:cX bqa�k`.. � I : i { OF 7. 77 /tee I C��.��JWE�Y�14PL11t:"'LL yY; F 1 I :..4:G' \V... F•7SC.:.1Ja-5il -DCfJRS4T _ <14 'BIS..-.•'F �49E_C.T'�u� �S__. MOP VcY�k(�._ _ l�,l 2A 0- 6,9".. 4..0'.. 'l gip• BRUC'E MUN DESIGNS CHAT HA M, MA. ' m 77 v �srr-cu w:h C� a _ J ( SEAR c I yt 4 ZG N �i . 77 R; _T I I . .... 4:.o....... i SF9 Fat?.:1= of a • GAR.:P.VA�1_:: -: F777 - : JJ�1G1JklE_l`iF:lU.�t•RIIN.C3.F-�F�?��?a�.1S5.aN-.... .:::. "^ 9007C DEVUN DEMNS °°•"° eHATNAM, MA. ,..• _ - »4•zny•y�so _ _ _ . . • ftl�GiilcnA oaa�H°alAlE. SYSTEM.. PROF- ILE , . ��...�RFAPr�r Tip AfB'N 6BYRB a NIiRBI�(Of SIN.aww 91Br n leMlB • BIl�7Cl� F?OPOSED SPOT ELLYATON a DE GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER(WA1EVImRr)ToAma 0'�TO WITHIN Y OF M.OM 1.DATUM 13 APPRGX..NOVO �•/ /, 96 0� MINMUM 7s'of cOVErt OVER PRE']AST WIIIBN e DESIGN FLOW: 5 BEDROOMS O 110 GPD - 550 GPD ' FlN.GRA u � 1:�'a': EXISTING SPOT ELkYATION BIDPe OVER SYSTEM g5,0. 2. MUNICIPAL WATER IS EXISTING V3 �: TC USE A 550 GPD DESIGN FLOW RUN FRS I2'- OR 2' OEOlOf11L FABRIC3. MINIMUM PIPE PITCH TO BE 1/8"PER FOOT. Mw ° o '� o PROPOSED CONTOUR //- LE WASHED PEASIDNE 2 SEPTIC TANK: 550 GPD(2 m 1100 / 3'MAX. H-10 ' B!fLi= 4.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO100- IXISTINO CONTOUR 93,5 'USE A 1500 GAL SEPTIC TANK LEACHING: MIN 92.33' CD C3 O O E=1 ED O M 5.PIPE JOINTS TO BE MADE WATERTIGHT. (- X MMq e'uur,NEn slmrE oB MwowlCAl. 92.0' E3 El O M C3 M O O E� SIDES: 2(42 + 12.8)2(.74) 162 GPD M C3 M O M M ED EM O - 8.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH BOTTOM 42 x 12.8(.74) - 397 GPD 4' OOMVArnoN'(1s.221(zD 90. 'oFPn1 __ 9 1 2' O O O a 0 0 0 O MASS ENVIRONMENTAL CODE TITLE V. c $ TIME (-x �K7 3/4'TO 1 1 TOTAL 756 S.F. 559 GPD �pfpiry_ 10• /2' DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORT(ONLY AND NOT TO mu BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. USE(4) 500 GAL LEACHING CHAMBERS(ACME OR EQUAL) OVRET DEPTH- 14' I mr WITH 4 STONE AT ENDS AND 4'AT SIDES IL PIPE FOR SEPTIC SYSTEM TO SCH. 40-4-PVC. FACILITY FOUNDATION- 28' -SEPTIC TANK 10' p• gpX 16' LEACHING 5.9' 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP MA OBTAINED FROM BOARD OF HEALTH. SCALE 1-2000't 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 316 PARCEL 80-007 APPROVED A AR HEALTH CALLING DOTTOM TH 2 EL 84.1' DIG$AFE 01 866-344-7233 AND VERIFYING THE LOCATION LOCUS IS WmON FEMA FLOOD ZONE C • OF ALL UNDERGROUND h OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. I, 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE TEST HOLE LOGS REMOVED 5'BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ENGINEER: DAVID FLAHERTY, IRS _ WITNESS: DON DESMERAIS, RS DATE: MARCH 23, 2007 ZOA 55 LOT 7 43,561f SF PERC. RATE + < 2 MIN/INCH 1.Ot AC. CLASS I SOILS P/ 11677 l J L ELEV. ELEV. 95.0' Q 95.0' t95.5a _I_ O/A O/A 3.3J -- -_ - LS LS }93.77 ----- I PI- 1'ir ' I � IOTR 4/2 �12" 10YR 4/2 1 -------� I 12' �'r \ .. .1 t95.41 i�Y../�9.}B.. .... .. .... ....... .. ... ......, ... 6 6. 1 1 x t96 is LS .41 1 1 I NOTE FEW POCKETS OF 30' 1OYR 6/6 92.5 36• 10YR 6/6 • I 1 I ,� 05 SANDY LOAM AT B/C 92.0' 1 1 INTERFACE HFq j, 86.01 }96 3 pEeO C C 4 93..32 r/C/ /''PROPOgD A0011d1 Ix F, MS MS 1 � N 1 t)G' 26Y 7/3 2.5Y 7/3 N �1FB6.25 . g6 / 0 }96.5 - SOME BOULDERS 1 1 I 6/COBBLES - SO E COBBLES t93.41 t .12 ge - 128' 84_5' 131" 184.1' 1 magove 1000 K1A�SPTIC TANK(PUP AND - NO GROUNDWATER ENCOUNTERED T 193.73 70.8' = 1 �FNDN . 7i y- 95.13 X 6 PROP.1300"L gP1 C TANK 8.93 O 1 N ZO• O A 1 ' 42.0 t95.56 ,� 1� ��u ASPHJDRIVE 9.9 \48�; RESERVE 94.02 --- TITLE 5 SITE PLAN i9 / - wO 98.62 OF W 1 al 118 FLINTROCK ROAD 1 BARNSTABLE BENCH MARK-CORNER OF PREPARED FOR CONCRETE BULKHEAD EL. = 96.9' FRANK FREDERICKSON 1 1 APRIL 2, 2007 1 Scale:1"=20' 94.96 0 10 20 30 40 50 FEET 11 155 93 1 off 508-362-4541 fax 508 362-9880 Amor ANyJ pvlyiOor.wr� ORAEIAM. A„NE down cope engineering, Inc. o�f 30790 W gNoO.JA3�aa (� CIVIL ENGINEERS e °' T" V LAND SURVEYORS 07-034 o TE ARNE H. OJALA,P.E.,P.L.S. J39 Main Street - YARMOUTHPORT MASS. 07-034.0WO(SBO)