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I . I 77 I �,,�,L,-"",,-"�.,�l.'.,','�'-',����,'--�-,'-,�"��',,,!;-.�', , 1­111;e -I.. ..- ,'�' , _�� U.', 1-M '1,11'� A ...'�,;1, i �­�� ��,-�-.;,,.,.-,.,,,'� ;l . . I.- "Id .." . .. . .. ... . . . 6 fl� �,��� -, 1 - . = r! 'Commonwealth of Massachusetts Sheet Metal Permit �t map %reel Date: 1 -571 d� 1 -RES Permit t Estimated Job Cost:.$3 14 J30 SEP 20�4 Permit-Fee:.$ Plans Submitted: YES OF �ARNST�Bi! ITIOM ns Reviewed: YES NO Business License# CO Z-(P(V Applicant License# Business Information: Prope Owner/Job.Location^.Information: Name: 1�1`�GSi c_ Y/ Name: Street l v Street: %E , City/Town: 1 City/Town: ,4rylsI A Telephone: _17`t fGL_)20 Telephone Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial J-1�-1 unrestricted license i J-2/M-2-restricted.to dwellings 3-stories or less and commercial up to 10;000 sq. ft./2-stories or less Residential: 1-2 family, Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC- Metal Watershed Roofing. Kitchen Exhaust System Metal Chimney/Vents Air Balancing . Provide detailed description.of work to be done: C 0-cl CAoY c�cy1 e 0 i/l vi�'S G ►/P Gc 1� �ll C3�L� 6� ¢ sip N - �cl i f�. Gr-c -`�r✓' ! INSURANCE COVERAGE: I have a current liability insurance policy or its,equivalentwhich meets-the requirements of M.G.L.Ch.112 YesA No ❑ If you have checked Y&I indicate the type of coverage.by checking the appropriate box.below: i A liability insurance policy Other type of indemnity ❑ Bond OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my:signature on this permit application Ives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent i By checking this.box❑,I hereby certify that all of the details and Information:[have submitted(or entered)regarding this application are true.and accurate to the best of my knowledge and.that all sheet metal work and installations performed under the permit issued for this,application will be In compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws, Duct inspection required prior to insulation Installation: YES NO Progress busgections i Date Comments i Final.I]2sRection Date Comments Type of License: 3y Master f itie � ❑ Master-Restricted. :�ity/Town ❑Joumeyperson. Signature of Licensee 'ermit# t Z ❑ mt} Journeyperson-Restricted License.Nuer: 'lee$ El Check at www.mass.gov/dul nspector Signature of Permit Approval �IK Town of Barnstable i ssar�srr�, r Regulatory Services Thomas F.Geiler,Director i619 � Building Division Tom Perry,Building:Commissioner 200 Main,Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 4c- 2= �,as Owner of the:subject property hereby authorize 1 � � 14TCA to act.on my behali; in.all matters-relative:to work authorized by this building.permit (Address of Job) *Pool fences and.alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. -A��X Signature of 6wner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPBRMISSIONPOOGS q 2012 Home Energy Raters LLc B?brrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test 'Addrdss-111 Harris Meadows Road Barnstable, MA I bate-- March 9, 2015 Contractor—MK Pasic r, I Conditioned floor area = 4420 Sq Ft. (Area Served/Two Sytems) v Total Leakage-Includes Air Handler/Furnace M' _70 To comply with the 2012 IECC Energy Code in this home the Maximum duct leakage CFM < 176 CFM (4420/100 x4 = 176) Duct leakage tested = 154 CFM The duct leakage tested at this residence complies with the 2012 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area =3.48% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC C TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q. Map 1 Parcel' Application # Health Division Date Issued 9 y�'�`� ODIC Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address Village k Owner P&.L LA-P-8-A S _ Address w _ Telephone (0'1- O 75(:9 „� Permit Request l.d�/�` G.Y'f� /��?"_ ✓L � �0�92 Cairn ���^d c=`�/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation D'®� Construction Type �tN Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) _ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing ---new First Floor Room Count Heat Type and Fuel: U'Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing O'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) Name 4<,!j��&2XQoIR-?4e--S Telephone Number Address �^'h'� 1004-4 _ License#_ cJ�� e4 � c �� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z� i o FOR OFFICIAL USE ONLY 'APPLICATION# DATE ISSUER f MAP/PARCEL N0. ADDRESS r VILLAGE f OWNER DATE OF INSPECTION: 4 FOUNDATION FRAME INSULATION +' FIREPLACE '1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: w A., ROUGH FINAL FINAL BUILDING!,_ DATE CLOSED OUT- ASSOCIATION PLAN NO. �'f 1 r ` 6 8 1 68 C4 134'/�/ ' PLd d00d 8@B,PdCB 19 r I 1 $ k P9 � BARBAS RESIDENCE 8 r m 9 MACKENZIE BROTHERS CORP. P' --- a�.0 2 O I a �� Itleeears emxuow u� exa,sue>E,eu _ e'$3 � a Mr a o c PLAN SHOWING PROPOSED — g $ SITE DEVELOPMENT n c7i 4 To"elf Bambblit ftaftw IOU 24033 , sIr - a i d fmms-ad dn. I ��eg�t4--4 ��ws PG DAPT-2 Manual 122208:Layout 1 5114/09 12:42 PM Page 1 —�— 5. LOW BATTERY FUNCTIONPOOL SAFETY TIPS 6. INSTALLATIONOF OPTIONAL SCREEN DOOR When the 9-volt battery is low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES DOOR ALARM 10 seconds-4his means it is time to install a new battery,Batter life is - READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST: Y -Never permit swimming alone.Never leave a child alone,OVBn THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR Installation approximately 1 year.Test your door alarm weekly by opening the door r the telephone. ALARM.CONNECT BOTH SENSOR WIRES COMING FROM THE DOOR ALARM andnd allowing the alarm to Sound. -Always ays remove the entire solar cover from a pool b0}Or0 TO THE SENSOR SWITCH ON THE DOOR FRAME.THEN USE THE SUPPLIED MODEL DAPT2 :srs swimming. MEETS UL 2017 Remember that alcohol and water Safety d0 not mix. JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH _ WARRANTY AND• • (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN „v, -Have your pool area lanced and the gate locked t0 prevent pggELLEL WITH EACH OTHER. O \ L) POOLGUARD is sold with 8 limited Warranty to Cover defects in parts unauthorizedentry to the pool,and Install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWITCHES a SENSOR •Lock and secure all doors in the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION F I TCU and Workmanship for one year from date Of purchase.(Retain proof 0f BCCeSS t0 the pool,and install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR SENSOR unN w SWITCH coonn I EI! purchase). If Poolguard exhibits a defect,please Cali our Customer -Have a responsible adult teach swimming and water safety to •MAGNETS GO ON THE DOOR ITSELF-SEE PICTURE IN MANUAL � a Service department at 1$00-242-7163.Unauthorized realms will not be your children. EQUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain clea0,Clear Water In the pool A.ONE DOOR ALARM AND 2 MOUNTING SCREWS 1� Y manufacturer. Visit our website at www.poolguard.com to fill out your •Do not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS warranty registration information. •Do not permit bottles, glass, or sharp objects to be used FOR DOOR FRAME&DOOR �" "swn'XCHv C.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET,JUMPER WIRES, ereund the pool AND4SCREWSI`( T •Ask your pool dealer how you can Improve your pool -pOq SCREEN DOOR FRAME AND SCREEN DOOR - 7 S they Will be glad to assist you. IF YOU HAVE ANY QUESTIONS CALL US AT 14MG-242-7163 -Above ove all: remember that common sense, awareness, and MAIN DOOR SCREEN DOOR = Exsixc caution will allow you to enjoy your pool. SSYIRES SENSOR SENSOR _ SwnCH swncH DOOR ALARM Figure E Ili at 10 feet PBiM INDUSTRIES,INC.P.O.Box 658 QNORTH VERNON,IN 47265 • LED 0 PSWITCH , • •.• IMPORTANT •. 812346-2648 661@U ter O. O_ ® The product has been designed to aid in the detection of unwanted ® JUMPER HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 ISA PBM INDUSTRIES,INC. Poo guard 1NVI►VI►.poolguard.com WIRES SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It V` MADE IN THE USA should be us ad in conjunction with the safety equipment currently in use REV.5-09 Figure 5 SENSINGJ, and should not affect existing safety procedures. WIRES a 11 4 s , x 1 aidto ,ISie; r esy in :stagoffl r i ku r rm to 5ea an b U. b six uaek s, L A. : a Evaporationf. 5 v U tenwr% . -hd' ostly chOM1 41"' r . � Pool cliaanet trio! ����o��Universal H POOL AND SPA HEATERS Ca 0 E3 Right for so many reasons. Perfect for so many applications. gyp`!WAA a a ------ , an 0 MM 0 0 0AREM 0 0 @ft 0ffm em Hayward' Universal H -Series Heaters: Energyefficient and universal fit �'WA --_ j z _ _ t 4� �a OFD 71 0 H2OOFD '` Y Hayward is always looking for ways to make pool and spa ownership as affordable and effortless as possible. Our Universal H-Series pool and a heaters combine advanced technology with p p p gY universal-fit flexibility, making them a smart choice for virtually any new installation or system upgrade. They deliver state-of-the-industry performance, save up to 18% on energy costs, have extremely low NOx emission levels and a legendary reputation for durability. They're offered in 150,000, 200,000, 250,000, 300,000, 350,000 and 400,000 BTU/hr. models. Exclusive . t Universal o U e sa O H-Series Heaters STANDARD Cupro Superior Hydraulic State-of-the-Art Finn Dual Voltage Nickel Heat Exchanger Performance Plate Heat Exchanger Installation is simplified Totally Managed Flow Industry-leading hydraulic State-of-the-industry Fin with voltage that adapts provides exceptional performance saves Plate heat exchanger with to either 110V or 220V. corrosion resistance and energy by reducing special V-groove design erosion protection.Ideal for circulation pump run time. for faster heating and today's salt-based electronic longer life. chlorination systems. D ® r - i TM VERTICAL GRID P D.E. FILTERS �J High-tech features. Unparalleled filtration. Hayward Pro-Grid uses superior filter fc. performance to achieve remarkable _ water clarity, efficient flow and large cleaning capacity for pools of all types and sizes. Pro-Grid filter tanks are constructed of a durable glass-reinforced copolymer, for the ultimate in strength, durability and long life. Featuring "service ease" assembly, Pro-Grid delivers low maintenance and dependable operation. Pro-Grid filters are also available with an optional — control valve. Choose quality results and maximum value with Pro-Grid filters — by Hayward, the first choice of pool professionals. � I x,ae tip` {ly .wa.€ Combination Pressure and Cleaning-Cycle-Indicator Gauge Screenless Internal gives visual indication when filter Air Scavenger Tube grid elements need cleaning. Manual Air Relief : continuously vents and provides an easy way eliminates clogging. to manually purge air from filter _ ' High-Strength Filter Tank molded from durable glass reinforced High-Impact Grid Elements copolymer material for dependable, designed for up-flow filtration corrosion-free performance. and top-down backwashing for maximum efficiency. Heavy-Duty,Tamper-Proof One-Piece Clamp _- securely fastens tank top and bottom Self Aligned Tank Top and Bottom together and allows quick access to all make access to servicing grid internal components without disturbing elements fast and simple. — piping or connections. Marked Short Element and Manifold Bulkhead Fittings provide clear guidelines for _ that are extra durable re-assembly of grid elements and heat resistant. during cleaning. Union Locknuts make disassembly/reassembly of Inlet Diffuser Elbow filter from piping fast and easy. distributes flow of incoming �� :- water evenly to all filter elements. Plumbing Versatility means a wide variety of valve Full Size 112"Integral Drain options for customized control provides fast,100%clean-out of your filtration system,including and easier flushing. Hayward's 2",2-position slide valve. • 1 ••1 • 1 lalll_IL•1L•bll1131'.1lLJ Valve Options FILTER TYPE Vertical Grid Diatomite:24,36,48,60,72 ft.2(2.2,3.3,4.4,5.5,6.6 m2) FILTER TANK Injection-molded FILTER ELEMENTS Monof!lament polypropylene cover fitted over 8 curved, high-impact grids 11/2"or 2",6-position Vari-Flo'" 2",4-position Selecta-Flo ; CONTROL VALVE 2",2-position slide valve. May also be plumbed singularly or in series with quick-connect union couplings. PERFORMANCE RANGE Y2 to 3 HP(30 to 150 GPM) DE2420—24"W x 321/2"H(61 cm x 83 cm) 4-OC 6-Position MUItIpOft Valve DE3620—24"W x 341/2"H(61 cm x 88 cm) DIMENSIONS DE4820—24"W x 40 Y2"H(61 cm x 103 cm) DE6020—24"W x 46 Y2"H(61 cm x 118 cm) DE7220—24"W x 52 Y2"H(61 cm x 133 cm) 1 1 11 •� 1 �• � 1 '� a1 mom no . ' 47�� in our DE2420 24 2.2 48 182 23,040 28,800 87 109 DE3620 36 3.3 72 272 34,560 43,200 131 164 46,080 57,600 174 218 DE4820 48 4.4 96 363 DE6020 60 5.5 120 454 57,600 72,000 218 273 DE7220 72 6.7 144 545 69,120 86,400 261 327 Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal 2-Position LIOn Slide Valve to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. _ To take a closer look at Hayward Filters,go to www.haywardnet.com or call 1-888-HAYWARD NSF IQMQG D° ® Elizabeth Hayward i a registered trademarks and Pro-Grid,Selects-Flo and 620 Division Street I ,NJ 07201 A Vari-Flo are trademarks of Hayward Industries,Inc. nTPG10 ®2010 Hayward Industries,Inc. C�Q QIDD Booster Pump The Hayward booster pump is exceptionally CO eD quiet and uses up to 40% less electricity than other models. Both 1%2" pipe unions and 3/a" hose fittings are included to provide easy installation and service for new construction and replacement applications. It is also equipped with an elevated base for increased motor ventilation as well as added protection from flooding. 4-9 C3 c`r Q v v a c Uses up to 40%less Exceptionally Quiet ,"� electricity than other booster pumps Elevated Motor 1 %2" unions 3/a" Hose Barb Adapters Booster Pump Features and Benefits • Exceptionally quiet • Suitable for all pressure cleaners requiring a booster pump • Uses up to 40%less electricity than other booster pumps • Tall mounting base allows for increased motor ventilation as well as • 1%2" plumbing union fittings improve performance and allows easy protection from flooding installation and removal • Volute may be re-oriented in the field for horizontal discharge • 3/a"hose barb union adapters allow for easy retro fit to existing installations using flexible hose for booster pump connections ML •m Dimensions 6060 1.25 0.75 1 208-230/115 �m,u Note:Does not include optional 3/4"retrofit hose kit,P/N 6060HKIT � I Hayward Booster Pumps are listed by: U� To take a closer look at Hayward Pumps,go to www.haywardpool.com or call 1-888-HAYWARD. CQV LaG D® 620 Division Street I Elizabeth,NJ 07201 Hayward is a registered trademark of Hayward Industries,Inc. o 0 2011 Hayward Industries,Inc. LITBPI 1 1 ,Jr.) �Y15a ��(Sr ry F:\SDSKPROJ\C17000\C17961\C]7961-00\C17961-C3D.dwg Mar18,2014-4:llpm PLAN REFERENCES: ASSESSORS MAP 279, PARCEL 88 ppcE 1ti PLAN BOOK 289, PAGE 17 ASSESSORS MAP 259 PARCEL 14 PLAN BOOK 289' 63.64' — 113.00' — 39.68'— \ — I rn J W LOT 6 AREA=43,600 S.F.t ASSESSORS MAP 280 x ASSESSORS MAP 279 PARCEL 42 17.3 f PARCEL 88 f Crr C> ar N TOP OF FOUNDATION EL.=35.76 (HIGHEST POINT) ASSESSORS MAP 279 PARCEL 86 I \ 213.34' MEADOW LANE HARRIS PRIVATE WAY) (40' WIDE ASSESSORS MAP 280 ASSESSORS MAP 279 PARCEL 41 PARCEL 87 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN HEREON IS LOCATED AS IT EXISTED ON THE GROUND AS OF 03-18-14. PLAN $Q Jol-IN SCALE: 1"= 50' Q McELIPJEE N < 3� 2 DATE 3 !y PLS_ E, P •.qy� yG:�v' DRAWN BY:map Coastal Engineering Co.,Inc.@ 2014 C17961-C3D.dwg COASTAL PLOT PLAN OF LAND SHEET NO. PROJECT NO. C17961-00 ENGINEERING FOR j SCALE COMPANY,INC. MACKENZIE BROTHERS CORP. AS NOTED 260 Cranberry Hwy.Orleans,MA 02653 111 HARRIS DATE 508.255.6511 Fu:508.255.6700 MEADOWLANE BAMSTABLE, MA 3-18-14 t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 79 Parcel Application #Z�o I s5R Health Division Date Issued/L,/,>z-/ Conservation, Division �� Application Fee16 Planning Dept. 0 _tAO.%1.%8 d� �•� Permit Fe � "W �w 355 � `� Date Definitive Plan pproved by Planning Board 4 a•zl•►`i81[pwc.cow oro�� Historic - OKH a Preservation/ Hyannis runs. Project Street Address /74 �" e- Village 94-- •, Jr �*_J r- - 3 Owner J#5�w Address .MA,/, 4A 303.4 6 Telephone Y/k n Permit Request lyr-w �` /v t --.Ar A ,1 ` �z��o P..,f J, S- g..4er Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain /Yo Groundwater Overlay A/o Project Valuation A Construction Type e-- Lot Size 4/,3, 4�ro D Grandfathered: ❑Yes )(No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: *Yes ❑ No Basement Type: $Full ❑ Crawl XyValkout ❑ Other Basement Finished Area (sq.ft.) 2?'V/ Basement Unfinished Area (sq.ft) `100 Number of Baths: Full: existing new 3plo" Half: existing new e Number of Bedrooms: existing I new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New .2 Existing wood/ oal stove: ❑Yes ;�fNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:. " xisting never size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other_;r=) .: C_ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ f Commercial—LI Yes )4No If yes, site plan review # Current Use tl.L o' Proposed Use •ter`i ice^•�y �" APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 4 e� / / //Name t�� �-�- �ZZ� _L Telephone Number •Address .21`/10,10; �� o� 4elo License # 3 /7 JP4KI s ✓ oL y�/��1 O Home Improvement Contractor# Y � �-ir�i Eil ■��!-i7 r1 Worker's Compensation #UeC.soop e1 g e j z o 13 ALL CONSTRUCTION DEBRIIS RESULTING/ FROM THIS PROJECT WILL BE TAKEN TO J1 I've SIGNATURE ` DATE 2 C • r t FOR OFFICIAL USE ONLY ' APPLICATION# rDATE ISSUED MAP I PARCEL NO. ADDRESS VILLAGE OWNER •5 DATE OF INSPECTION: _,,FOUNDATION = E FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'f FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. °FtHETti Town of Barnstable E&LAMRWNSr,�[X. : Building Department-200 Main Street 9 �0m$ Hyannis, MA 02601'°rFDMP'° Tel. (508) 862-4038 Certificate Of Occupancy P Y Permit Number: B-2013-09398 CO Issue Date: 1/30/2020 Parcel ID: 279-088 Zoning Classification: RF-1 Location: 111 HARRIS MEADOW LANE, BARNSTABLE Proposed Use: 1300 Name of Tenant: Sprinklers Provided: Gen Contractor: GLENN S MACKENZIE Permit Type: Residential - Type of Construction: Design Occupant Load: 0 Comments: Single Family Home, 4 Bedrooms, 3.5 Baths, Screened Porch, 2 Car Attached Garage 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition .7 TOWN OF BARNSTABLEon s ti Buina-i ng 201309398 .. * 'BARNSTABLE, Issue Date: Ol/22/14 Permit 9 MASS. QDpr�� A� Applicant: MAC KENZIE,GLENN S. Permit Number: B 20140126 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/22/14 F ation 111 RABBIS MEADOW LANE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 279088 Permit Fee$ 6,120.00 Contractor MAC KENZIE,GLENN S. Village BARNSTABLE App Fee$ 100.00 License Num 012243 Est Construction Cost$ 1,200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY HOME 4 BEDROOMS,3.5 BATHS THIS CARD MUST BE KEPT POSTED UNTIL FINAL SCREENED PORCH INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MAKI,THOMAS N&ANTONIA C TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 11 STEEL RD INSPECTION HAS BEEN MADE. HOPEDALE,MA 01747 Application Entered by: PF Building Permit Issued By: F THIS PERMIT CONVEYS NO RIGHT TO OCCUPY-ANY STREET,ALLEY OR SIDEWALK"OR ANY PART THEREOF,EITIIER TEMPORARII.Y OR PERMANENTLY. ENCROACHMENTS ON PUB C PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE:JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OP PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION, RESTRICTIONS,R MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS a-z Pr- 2 2 �l�e s 1Heating Inspection Approvals Engineering Dept A Fire Dept � �Y5 3 D-/IJ 2 Board of Health PROJECT NAME: ADDRESS: � It s �A PERMIT# �— 3 6 1 3 g 6 PERMIT DATE: ( )L- MIP: C;,? LARGE ROLLED PLANS ARE IN: BOX I SLOT Data entered in MAPS program on: 31 I BY: q/wp fil es/forms/archive Affidavit of Substantial Financial Interest ��-X 7, P of / / G/�, � z � � .�t.�S L J , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the pro erty located atMapo 9-4 , Parcel Z 7Z The address of the property is ll/ � - f / �.�C� —e 2. 1 have % legal or equitable interest in the real property which is the subject of the uilding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year,.I have submitted 0 building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisZ6day of , 2001. 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT Town of.Barnstable 1 " F Regulatory Services j xea npiim F.Ge6r,Director `ssa Building Division Tom Perry,Bldmg Commissioner 200 Main Sttee;Hyaffiis, A 02601 " wwwaown.liarastable.ma.ns, .. " Office: 508462-4038 Fax: 508-790-6230 : Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject pio*ty . hereby authorize GCE�a,� C'J����.�"E to,act on my behalf is an matters relative to work authorized by this but7diag permit: (Add,es of Job) **Pool fences and alarms are the responsibility of the applicant. Pools.. are not to be filled or utilized before fence is installed and all final inspections are performed and accepted.- signs a of Owner Signature of Applicant Paint Name Print NTame q.F0R)a.VwrERPMhnssror>Poors 6=12 • i r✓ CREScheck Software Version 4.5.0 �(J Compliance Certificate Project Barbas Residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg.faces 180 deg. from North Conditioned Floor Area: 3,589 ft2 Glazing Area 22% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 111 Harris Meadow Lane Mackenzie Brothers Barnstable,MA 214 Cotuit Road Marstons Mills,MA 02648 Compliance: 5.8%Better Than Code Maximum UA: 513 Your UA: 483 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 2,266 38.0 0.0 0.030 68 Ceiling 2:Cathedral Ceiling 120 30.0 6.5 0.028 3 Floor 1:All-Wood joist/ russ:Over Unconditioned Space 1,592 30.0 0.0 0.033 53 Wall 1: Wood Frame,'16"o.c. 733 21.0 0.0 0.057 33 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 126 0.290 37 Orientation: Front Door 1: Glass 1 35 0.450 16 Orientation: Front -Wall 2:Wood Frame,16"D.C. 491 21.0 0.0 0.057 25 Orientation:Right side Window 2:Wood Frame:Double Pane with Low-E 35 0.290 10 Orientation:Right side Door 5:Solid 21 0.450 9 Orientation: Right side Wall 3:Wood Frame, 16"o.c. 1,373 21.0 0.0 0.057 54 Orientation:Back . Window 3:Wood Frame:Double Pane with Low-E 405 0.290 117 Orientation:Back Door 2: Glass ( 24 0.320 8 Orientation: Back Wall 4:Wood Frame, 16 o.c. 517 21.0 0.0 0.057 25 Orientation: Left side Project Title: Barbas�Residence Report date: 12/17/13 Data filename: RAResidentiaRBARBASIenergy check Barbas.rck Page.1 of '9 i i Window 4: Wood Frame:Double Pane with Low-E 21 0.320 7 Orientation:Left side Door 3:Glass 33 0.320 11 Orientation: Left side Door 4: Glass 21 0.320 7 Orientation:Left side 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 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. J / Name-Title Signature Date i i t F 6 Project Title:-Barbas Residence Report date: 12/17/13 Data filename: RAResidential\BARBAS\energy check Barbas.rck Page 2 of 9 Town of Barnstable Geographic Information System October 24,2013 259018 ' 0116 — 280002 0175 2800" 280045 280003 #139 #140 #154 269015001 280053 280040 #190 #111 #0 259015002 #115 I)o 043 279061004 #138 #0 280042 . #135 259014 #110 280036 #141 258076 280041 #107 #118 279007 Z #120 Q a 258024 279088#111 T� #2724 to 279067 258074 #105 #91 V 279087 279092 v 279086 #99 Q 258075 # #84 1 279063001 258072 #0 #69 279091 58073 2#66� 279084 279083 #73 #52 27900 Q 73 FqA 258069 258070 268071 Q #45 #43 #42 #13—#25 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:279 Parcel:088 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Owner:MAKI,THOMAS N&ANTONIA C Total Assessed Value:$781200 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessors tax parcels. They are not true property Co-Owner:%BARBAS,PAUL M&JAN M Acreage:1.00 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:111 HARRIS MEADOW LANE } such as building locations. Buffer f�f ; 50 Driftwood Bk 27376 Ps7� : OO'Q(t� l�Sy� :suoa C�u'SSL t T4 a A�e,3 liASSACFtUSETTS STATE EXCi . 8di�8L 'Jo© � `=t � BARNSTABLE COUNTY REGIS' WdOT:ZT e ETOK-ST-SCa '&400 Date: US-iS-2a13 12:it S©330 JO ISIS193�3 A1HnO3 3'11VISHNUI Date: 05- Dot;XVI 3SIOX3 d1{HOD 3lSH_S(r�{r 8 Fee: Qw223.00 Cons: .$i QUITCLAIM DEED I Wc, THOiVIAS N. MAKC and ANTONIA C. iVLUU, TRUSTEES of the M.AK.I. RE TRUST u/dh dated August 21, 2002 and recorded in the Bmistable Count), Registry ofD. Book 15544 Page 306 L for consideration paid and in full consideration of Sit Hundred and Fifty 'l`housand l Cr a u ($650,000.00) Grant to PAUL M. BARBMS and JAIN M. BARBAS husband and wife, married to each of 3609 East Paces Way, Atlauta,'GA 30326,with QUITCLAL1I COVENANTS Q The land in Barnstable, .Barnstable County, kfassachusetO bounded and described as .foUo j NORTHERLY by Trot 8, as shown on plan berei_naiter mentioned, one hundred ninet three and 06/100 (193.06) feet; EASTERLY by Harris Meadows Lane,as shown on said plan, two hundred thirteen and 34/1.00 (213.34)feet; SOUTHERLY by Lot 4, as shmNm on said plaza, two hundred ten and 70I100 (210.70) feet; and ?, + v r WESTERLY by land ao�i or formerly of_Diary Hinckley Crane, two hundred sixte -and 32/100 (216.32) feet. o M Being�Lot 6 on'plan,entitled."Subdivision Plan of Land in:Iiarnstable, Massachusetts; fc . Harris,DaNrid. 1�cfnitive flan; ySheet 2>of 2 Seal 1„ 44' June 5,. I974, DQwr ft q.Eng neerix ".y aided with Barnstable Registry:of Dceats ia-�Plan"Boole 289, Page E . 16. Said premmses are conveyed together with a right in commonw with others entitled thereto ' thE'Way.shoti,n on said plan abutting said premises and the extension thereof and the area }a asp""60'.,,Aride Reserved Area", like"dse in common with all others entitled thereto ror all,pu . ; for which private ways are now or may hereafter be used in the Town. of Barnstable, and pumoseof bathing and other recreation with respect to such reserved area, together With th 3 Said premises are also to be conveyed together with the right to use, in common with others entitled thereto, the utilities now or hereafter located within the limits of the ways shown on said plan. k ' Subject to and with the benefit of an easement and restriction contained in a deed dated September 10, 1980 and recorded with said Registry of Deeds in Book 3223, Page 149. Meaning and intending to convey and hereby conveying the same premises in a deed from John F. Casey to the grantors dated July 22 1983 and recorded with Barnstable Registry of Deeds in Book 3810,Page 258. Meaning and Intending to convey and hereby conveying the same premises conveyed to the grantors by deed dated August 21, 2002 and recorded in the Barnstable County Registry of Deeds in Book 15544 Page 312: We,the undersigned Trustees do hereby certify and affirm under the pains and penalties of ` perjury that no beneficiary is entitled to homestead rights in the above described premises due property being conveyed herein is vacant land and the beneficiaries and their spouses, if any, do not occupy or intend to occupy the premises as their principal residence and are therefore not entitled to claim the benefit of an estate of homestead in the premises: WITNESS our hands and seals this/ day of May, 2013. F' MAKI REALTY TRUST BY: THOMAS N. MAKI ANTONIA C. MAKI TRUSTEE TRUSTEE a COMMONWEALTH OF MASSACHUSETTS Norfolk, ss. ' -On this !` j `� day of May, 2013, before me, the undersigned notary public, personally � appeared`THOMAS"N. MAKI AND ANTONIA C. MAKI, TRUSTEES, MAKI REALTY • ' TRUST;.proved to me through satisfactory evidence of identification, being (check whichever applies): or other state or federal governmental document bearing a photographic image, Oatko�firmation of a credible witness known to me who knows ' the above signatory, or ✓My Own personal knowledge of the identity of the signatory, to 'be the person(s) whose name(s) is/are signed on the preceding or attached document, and acknowledged to me that he/she/they signed it voluntarily for its state purpose. V Notary Pu ..;Jo P ignone RMNONE My Co ssio pines: 09/03/15 LIC 'SSACHUSETTSpt.03,2015 TRUSTEES' CERTIFICATE We, THOMAS N. MAIG and ANTONIA C. MAKI, TRUSTEES of the MAID t REALTY TRUST u/d/t dated August 21, 2002 and recorded in the Barnstable County Registry of Deeds in Book 15544 Page 306, hereby certify and affirm that: 1. We are the current Trustees of Said Trust; 2. The Trust is in existence as of the date hereof and.has not been-altered,amended°or revoked except as noted above and said Trust remains in full force and effect. 3. The beneficiaries of the Trust are Thomas N. Maki and Antonia C. Maki, Trustees fo g the Antonia C. Maki Revocable Trust u/d/t dated August 21, 2002, as evidenced by a w - Certificate of Trust recorded herewith. 4. The Trustees are authorized and empowered by the beneficiaries to execute a Deed to Jan M. Barbas and Paul M. Barbas for consideration of $650,000.00 covering real estate known as 111 Meadow Harris Lane, Barnstable, Barnstable County; Massachusetts. This transaction is in accordance with Trust provisions in the Trust. 5. The Trustee further certifies that no Beneficiary is a'minor, incompetent, nor a corporation selling all or substantially all of its Massachusetts assets, nor a person or . .a,representative of an estate subject to estate tax liens. a WITNESS our hands and seals this `� day of May, 2013. MAKI REALTY TRUST �- BY: THOMAS N. MAKI ANTONIA C. MAKI TRUSTEE TRUSTEE COMMONWEALTH OF MASSACHUSETTS Norfolk, ss.^ On this day of May, 2013, before me, the undersigned notary public, personally appeared THOMAS N. MAKI AND ANTONIA MAKI, TRUSTEES, MAKI REALTY TRUST, proved to me through satisfactory evidence of identification, being (check whichever applies): or other state or federal- governmental document bearing a photographic image, Oath or Afvr a�of a credible witness known to me who knows the above signatory, or `� My Own personal knowledge of the identity of the signatory, to be the person(s) whose name(s) is/are signed on the preceding or attached document, and acknowledged to me that he/she/they signed it voluntarily for its stated purpose. otary Pu J P. Vi one My Co • si Expir.. : 09/03/15 JOHN R VIGNONE NOTARY PUBLIC C OMMONWEALTH Of MA SSACHUSETT S My Comm.Expires Sept.03,2015 BARNSTABLE REGISTRY OF DEEDS '�' ,. 9.vt"�'`' t?' `- t5" .: ":":�' �.r '. •y:`!-.: .�a.` .a' ..Fit.,,_ .-fr- `_ ',f'"t 1<r ` ��� Lr -M. wytPi �' ='�'�Yla +-ar,'a , d�`,F�. e � `"�4y '.l �,•.R. � •,. x�s�. .: � :� :.�o �r 9 t .�' s�e`� �{ ?:� €�"�;;c.$'�'it9�r"�:-_.-Rae.urgr:., u��`q'�'3! :9 rR 3 K '�'"�• y�t.F.. :y` ��b'? d'' ., , .., '• •d L�,�ay .1�:���.. .ti. g�". .�, ''.�A'v�'.. "�; YS."ry'.f ""�y� +s' � � , :.F '.: �° -Lwx x A: Yr': '.3 "a•.� YItR .w, • fn �E".•.re .� r. ���:.. 4'n,P5,: d -a �y.. .�` .«+E et r � ,., #t� .. t-P - ;� _, d:�" '? "�a'. :. -a f :�'ifs»- Jay t $, <"'' ex. ��',�•.,"`�' �`;ta����« �' ,,;,�'�,r* ""'�'�-:v;, ,r I, ' a w:vt�`aw; � •,r "�N�'�=. •4�.r nv, ��- '�"� X�' a¢ � ~t.; As = ;� � +• �« . t�.-�. �.,.,.„.o� a 1. "T.s,*gsty. � a'•s. ?t� ;:.# ;p. ,��'R+..'+ ^.�' ,xiV" "�Ai,+� .�P�pS* '^*�Y, � . -e•mwo.�?,:«, MQ` ;" >:':�'«...+,.. 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'C+� 'kY�t y��`3$t�?.•��tr�!`,���9�4{i #t.' �ja �&:*J»9 �?�.7.�� a .. • }+ ,.. f �Y."� t r F G ,T rr• .'ri..+'Q"'.€,�..y --f.# ` hr• '{: MCP , +y a}gi • ..•' ," :... hn y 5�•�.�, •`M1N. r i� '+y nr,..e� '.:4,i Y 6 Q A�9 t `3� t: ' 't.L..F. A?? -.dY#o!f'5..:, ;;,A-• R 7 `stir"•• � +.e '� b, a .!J x'•+sr`w�� x 3• w.;Z .,!•�; �r+�,l, ,�.y �-"�`.�+a C' :t �cRr e.�� t `:?`(g}Y�....i,tiL•.•. ?�T'�`,"'-h.'� ::,.,. ��1b �+W„' '�' Y�wsv�.;PFyiYra'wnr^•.✓uMe�e+ss�;� M4±il'yurame)'.-�...rw s:M.Nw.. _ BARNSTABLE HARBOR COASTAL (. -------- ------------- ENGINEERING ' LOCLIs COMPANY,INC. 260 SM55,6m%F-509Iwg7FA07E53 �n 508.255.GSIt Fm:508255.6T0) HINC POND o 5 ASSESSORS MAP 280 - - • PARCEL 42 ��i RYE 6A-MAIN ST m x BARNSTABLE.NA j: a KEY MAP a; ` L No SCALE S BENO&AAR: • r r, Ie�" E EECTBC PLAN REFERENCES: �" xe.,. TRAYSSpFNFA ASSESSORS NAP 279. PARCEL 88 LOT 6 PLAN BOOR 289. PAGE 17 `1 ..`\mac s', L - ',� ASSESSORS 279 NAP \. sack _ -._.�,., if - DATUM NOTE• >,- /xP7=. PARCEL BB ELEVATIONS SHOWN HEREON ARE BASED ON TOWN OF BARNSTABLE 12s . \ J PROPOSED SEWAGE, /- .i`R-r,-._ __ __ APPROXIMATE NATIONAL GEODETIC RESERVE AREA A 1 VERTICAL DATUM 1929(NGVD 1929) / ;OP or WA,, I !_._ I ZONING: NOTE: asst RED �u14 255 f /: _ - .® t1rY7.5 I^f I ' aeaaosTD WALL , ' ZONE RF-1 FROM IITSPROPERTY ATURALL ST S BEENTATE. . j L �?' _• (TOP)- I t MININUN REWIREMENIS TOPOGRAPI9C CONDITIONS ARE SHOWN IN i' r AREA 43,560 SF. A CENFRAI MANNER.ISOLATED MOUNDS TOP OF WALL FRONTAGE 20 FT. OF EARTH ARE NOT DELINEATED. WIDTH 120 FT. J.. FRONT SETBACK 30 FT. 6 ._ 7 _ SIDE SETBACK 15 FT. TOP OF WALL i ASSESSOPS MAP 280 REAR SETBACK 15 FT. sBAL _FL OF -' ' �' a PARCEL 41 TOP OF / I t , LEGEND j_ '( 4' _ + 'iC���E ) NICNNIEWIC2 BOUND w CML 7 cArat Borax A r i'r ti Z2 1 WATER VALVE HYDRANT ¢ `Y (�'1$ r �_5 Ell TELEPHONE DO% +31 \ FENCE -F---- ELECTRIC LINE - 5 t"A"' 'J - / PRO OSED 12, - 2013 Q r` rnaAEWAr - , , 4a`•r 1 - - GAS LINE no+ �r _ WATER LINE I C� OWTH MANAGE l!/iEI�IT - -- GDxTouR Avg o o z �5 x 94 SPOT GRADE a [� M2— CONTOUR „+115, i' +34.0 SPOT GRADE CQ 3-I i/ 210.69' t Q N O A pr ASSESSORS MAP zee —w— WATER LINE PARCH 97 LANDSCAPE NOTE.• Z W SEE PROPOSED LANDSCAPE PLANfly DATED 10-18-13 FOR MATERIALS. 1 PLANTINGS,4 DETAILS / I A PARCEL `.MAPS x,.e ' . r �� B� r' NOV 13 2013 - iV AS NOTED SCALB ' ere,s, BBAwmc En.n # of Barnstable , CI7161-C.TD.dwg Town• ,s Highway DATE 10-22-13 O Davm / ; � a - Ad King � E,�' .,P ( Committee ba L DBAWNRY JLH LE@CKm BY PLAN ��iL fA� t�� a /. 20. 10 0 20 80 ; C2.11 U -L of L SHEETS rxo7Borno. i - i ' THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND CONTINUOUS BOND BEAM ASSUMES THAT THE FOUNDATION/FOOTING @ BEARING SURFACE IS UNDISTURBED, OR TOP OF WALL w/(3) #4 BARS PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 COPING (TYP.) (TYP.) PSF AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN WATER SURFACE ACCORDANCE WITH THE 8TH EDITION OF THE 22 MASSACHUSETTS BUILDING CODE. ALL DIMENSIONS AND ELEVATIONS ARE FOR DESIGN CONTINUOUS BOND BEAM 1@ AND REFERENCE PURPOSES ONLY AND SHOULD AUTO-COVER BENCH TOP OF WALL w/ (3) #4 BAR:S _ �`�—+ %" MIN. WHITE 'MARLITE' BE VERIFIED AND APPROVED BY THE OWNER, VAULT (NP ) �" ��. ` ": ' ': `' POOL FINISH(TYP.) CONTRACTOR. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE POOL COPING (TYP.) N CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO TTI ASSURE THAT TIMELY NOTIFICATION OF THE WATER SURFACE PROJECT PROGRESS IS PROVIDED SO THAT 2" MIN. CLR, ADEQUATE ON SITE ENGINEER PRESENCE IS VOBTAINED.\ z 3 � � LIABILITY IS SEVERELY DIMINISHED w a . ::: w 21 ,, i8 MIN. Wt11TE MARLITE ,(TYP. -WATER SIDE) IF ENGINEER ON SITE VERIFICATION IS NOT ' �'- a POOL FIN1511 (TYP.) is PERFORMED. 4� o 2" MIN. CLR. FREE-DRAIN c N > `4�; j" (TYP. -WATER SIDE) STRUCTURAL #3 @ 6" O.C. (VERT.AXIS) 27 I PROPOSED POOL w0 / FILL (TYP.) i00 _ I I CENTER LINE OF #3 @ 12" O.C. EACI1 WAY I MAIN DRAIN. SEE DETAIL I Q POOL (TYP.) #3 @ 12" O.C. (HORIZ. AXIS) I I '25/S-1'FOR MORE INFO. I I W FREE-DRAINING �� 3" MIN. CLR. Nofr��s STRUCTURAL 4 (TYP. - SOIL SIDE) FILL (TYP.) PAU N JR. 11 PHELA POOL STAIRS. SEE 1SECTION I w o ,TPUCTUPAI cn I I I '21/S-1'FOR MORE IINFO. E" 3 MIN. CLR. / lo.42538 (TYP. - SOIL SIDE) I w 1ONk 00 p �� o 0 0 0 0 ss I I I W 8" MIN. 'GUNITE' i I PROVIDE ROCK PACK. SEE SECTION 8" MIN. 'GUNITE' THICKNESS (TYP.) y° I I POOL WALL(TYP.) I Q 2 I/S-I' FOR MORE INFO. THICKNESS (TYP.) I� DESIGN&PLANNING � l— DETAIL REVISIONS*4�po--xL.SCALE:5/8" = 1'-a' PROVIDE ROCK PACK. SEE SECTION O DATE DESCRIPTID 'x SKIMMER(TYP.). SEE DETAIL '21/S- P FOR MORE INFO. '26/S-1'FOR MORE INFO. 32'-8" � EDGE OF GUNITE ' *��P.xH IGHO . SCALE. ,ZO POOL/SPA PLAN PLASTER TIGHT TO RING ANTI-VORTEX COVER APPROX. SCALE. 1/4 - 1 -0 COPING I � I SEE DETAIL'22&23 FOR TYP.POOL WALL REINF. PROVIDE#3 TIE BAR �r AS SHOWNER N PROVIDE ADD'L#3 b(Gl HYDROSTATIC VALVE BENT BARS AS SHOWN �� (3 EA. WAY- 6 TOTAL) PROVIDE%4" 0 CONDUIT F s STRUCTURAL & TO DECK BOX 12" MIN. 13'-6" 9'-0"� - ABOVE WATER LEVEL �00* ollp CIVIL CONSULTANTS :.'«:, • .-,a-, ¢,�� COLLECTION TUBE . 12 SLEIGH ROAD — DEEP END TRANSITION SHALLOW END NEW POOL LIGHT 2"LINE VACUUM BREAKER TO 2nd MAIN DRAIN OR %2" STONE CHELMSFORD, MA AUTO-COVER (110V 500W). SIDE SUCTION NOTE: DRAIN COVERS VAULT WATER LEVEL - GROUND PER LIGHT PROVIDE ADD L#3 BENT SHALL BE VGB COMPLIANT' TEL. (978) 256-4014 MANU. SPECS. BARS AS SHOWN (2 EACH � ry - FAX. 9781l 250 3764 WAY -4 TOTAL) � l EQUAL ` ''"`'_ .��:„k..,. MA�NDRA25IN D�TA1LTYP. t: :<r<� MALE: N.T.S. M 24 POOL LIGHT DETAIL NOTES: c MAX SLOPE APPROX. SCALE: N.T.S. 0 3 1 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL PROJECT FILE BY THE POOL INSTALLER. ROCK PACK: PROVIDE 4" MIN. THICKNESS 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 8TH SWIMMING POOL EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX OF 1%2" STONE @ FLOOR OF POOL(TYP.) TRICK RESIDENCE 3. POOL'STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED CONC.WALL/FLOOR(TYP.). SEE PROOFROLLED NONORGANIC AND NON-EXPANSIVE SOIL WITH 36 Sears POlrit Road DETAILS '22&23/S-I'FOR MORE INFO. A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" Chatham, MA NOTE: SEE SHORELINE POOLS INC. DRAWINGS FOR LOCATION AND LAYER OF I%2" COMPACTED STONE. ALL WORK TO BE IN ADDITIONAL DETAILS 1t 7 '� COMPLIANCE WITH THE AMERICAN CONCRETE INSTITUTE 2-0 11 8 COPING ACI-318-02. POOL AUTO-COVER I (BY OTHERS) 4. SKIMMER,MAIN DRAIN,POOL LIGHT &RELATED DETAILS @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. 4A -0X. OL SECTION 3" 21 SCALE: 1 4" = 1'-0° 5. THE SHAPE AND DIMENSIONS OF THE POOL MAYBE / ALTERED WITH THE FOLLOWING CAVEATS: li �t , 11 A. THE MAXIMUM LENGTH WILL BE 33'-0". COPING 1 -0 1 -0 4 B. THE MAXIMUM WIDTH WILL BE 16-0 . C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. 01 D. THE DEPTH SHALL NOT EXCEED 8'-0". PROVIDE HEAVY DUTY SCALE:AS NOTED SEE DETAIL'22 &23' FOR b E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW STAINLESS STEEL END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO _N TYP. POOL WALL REINF. BRACKET (BY OTHERS) `r DEPTH. DO NOT SCALE OFF DRAWING PROVIDE (2)#3 TIES F. THE PITCH FROM THE SHALLOW END TO THE DEEP END AS SHOWN SHALL NOT EXCEED THE PITCH SHOWN. DATE: 03/20/14 #4 BENT BARS 6" O.C. 4" TOE HOLD. SEE PLAN @ DRAWING TITLE EA.WAY CENTERED 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE FOR LOCATIONS. JYP)) WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING � I CODE,APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G POOL PLAN, POOL SKIMMER g ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO,INCLUDING BUT NOT LIMITED TO THE FOLLOWING. SECTIONS, vWl AG 104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY GRAVEL DRAINAGE INSTALLED SPAS.AG 103.1-ANSI/NSPI-5, STANDARD FOR 2 0 PVC PIPE BED/'BACKFILL RESIDENTIAL IN-GROUND SWIMMING AND DETAILS � OUT TO PUMP POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION EQUALIZER 10%2 1'-2" 8" ENTRAPMENT AVOIDANCE IN SWIMMING POOLS,WADING POOLS, SPAS,HOT TUBS AND CATCH PROVIDE ADDI'L#3 4�� BASINS.AG103.3-ASCE/SEI-24,FLOOD RESISTANT DESIGN AND SEE DETAIL'22 &23'FOR BENT BARS AS SHOWN CONSTRUCTION.AG105.2, AG105.5-STM F 1346,PERFORMANCE CONSTRUCTION DRAWINGS TYP. POOL WALL REINF. @ 6" O.C. SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS DRAWING NUMBER �PP O COVER VAULT SECTION AND HOT TUBS.AG105.2-UL-2017, STANDARD FOR SKIER SECTIONOX. SCALE: 3/4" = 1'-0" GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS 26 APPROX. SCALE: N.T.S. 14072-S- 1