Loading...
HomeMy WebLinkAbout1398 HYANNIS BARNSTABLE ROAD 139F wr n i"s -urns-kble -70, .. • (# .. ,- `; l i r . -t =1 .s S 4 « ,. .. fey f i', , . -1 :i .I !. 1 �l . . _ . . Town of BarnstableBuilding Post This Card So That rt is U Bible"From the Street ApprouedQlans Must be Retained on Job and this Card Must be Kept * 1IRN'3'C'ABS.E. 7t .�;« v i z M" Posted UntilaFinal Inspection Has Been Made x .; s i63P r I Apr;. ; ,-V T ..: q z X Permit sae ° ,Where a Certificate ofaOccupancyis�Required,suchBuildmg shall NotYbe Occupied until a Fnnspection has been made Th Permit No. B-19-678 Applicant Name: MARK J.COLEMAN Approvals Date Issued: 03/19/2019 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 09/19/2019 Foundation: Location: 1398 HYANNIS-BARNSTABLE ROAD, BARNSTABLE Map/Lot. 297-026, Zoning District: RF-1 Sheathing: Owner on Record: ACKELL, BRIAN C& MIEKE VER EECKE Contractor Name: ,MARK J. COLEMAN Framing: 1 r 1398 HYANNIS RD Contractor License` 184104 2 Address: BARNSTABLE, MA 02630 Est Project Cost: $45,000.00 Chimney: Description: Install 18x36 polymeric wall vinyl linen swimming pool including Permit Fete: $ 175.00 Insulation: fence per regulations ; f Fee Paid:-, $ 175.00 ` Final: 1 2 19 Project Review Re �:' ;Date 3/ 9/ 0 q , Plumbing/Gas Gas g � Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by4' his permit is commenced within six months after issuanfflc Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for whichthis permit has been granted. All construction,alterations and changes of use of any building and structures.shall be in compliance with the local zoning by laws and codes. Rough 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. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this"permit. Electrical -Minimum of Five Call Inspections Required for All Construction Work:; 1.Foundation or Footing " Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining.is`installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: Ins S.Prior to Covering Structural Members Frame Inspection) p ) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: CIN \ r LOT \ 'tea S r (� Ark. i .4 4 NoM, xro LOT s _ � - ta,.• ,S:';L = ice, t - �`.::..:;::: Aft' CO :::::; 'r N seric �f ' t i l" ' , ((�� ,aNED I i 58748't?L1 176.72' _ LOT 12 l RES. M E• "RG" Th;= MIGRTGAGE iNSPE::TION DBankius oniy. .FLOOD ZONE_ T TFR D JM AND MY AS_ ' Tim Y-mnlrIA R8 �c`F1F4 BY Ate' �NSTRUst SUR _Y. REGISTRt �J"KNER: �'-----=------- nEED REF .�-- -Q --------- BUY Fc: 46MI V-C_ _�V_���'7l ��---- - - ------ DATE: _LLB ----_---- - PLAN REF- _?1:L 0L - __--SCALE:1"= _40 a`T. I FiEEREHY CERTIFY TO -' _ OF YANKEE -SURti=EY LYC. ^u 4T TEE SITILDI hG SHOWN ONTHIS I�3CA'!'ED ON 'E c:�o�- n AS CONSULTANTS SHOWN AND THAT ITS POST'i ON DOES ____ CGNF+3R3+i AL 40B (SUITE 1) TO THE ZONING LAWSETHACI: RE?LI�PEME_ti'"`S OF :'ICE �= TCwN .OF BARiUST_4BL ---AND T HUM- �� HIND STRY ROAD IT DOES NOT LIE WITHIN THE SPECIAL FLOOD RA aRD MARSTONS MILLS, MA. 02848 AREA AS SHO'WN ON THE H.1J.A- MAP DATjD ;'1 '-- __ TEL• 428-0055 Co unity- anel u 251103, 01 .9005 C FA,X 420-5553 �HM3 _PULP NOT MADE FROM AN INSTRUMENT SURVEY E :FlT ?L3 ----- NOT TO BE USED =0R FENCES.-BURDIN PER&hM ETC: 2iQ 5 CB O Application Number............................................................. • ♦�� •+ r Ie, ( I I XAS& Permit Fee.........I.�........................� Otber Fee........................ ��_ . .�' uinl —h dV1 Ig y. Total Fee Paid..........).................................................... ...... TOWN OF BARNSTABLE Permit Approval by.. .b................ ...gh tq .111....... BUILDING PERMIT r Map........ .................Parcel..............!�........................ APPLICATION ew-Ar Section 1 — Owner's Information and Project Location Project Address ® a Ag , "Mage / a2l Owners Name Owners Legal Address _ City State Zip .24,30 Owners Cell# — =E-mail gp•;giSectio�n 2-Use of Structure Use Group - -4R p 6 2019 ❑ Commercial Structure over 35,000 cubic feet aAaIQ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation Pool ❑ Insulation Other—Specify. Section 4 - Work Description ` - F F Last updated 11/152018 P , r , Application Number.................................................... Section 5-Detail Cost of Proposed Construction � i Square Footage of Project Age of Structure' r Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind'Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design I Section 6—Project Specifics 1 ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors , ❑ Plumbing ❑ Gas ❑ Fire Suppression Heating,System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District - ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: 5 �56�Qq��am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information ,i Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed - Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated:11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name 00 „� J CD( � Telephone Number 67 �� Address � ),�� (i1//► City �J1gR rN ICY State ,A n Zip [��1� License Number s License Type <S v Q expiration Date Contractors Email ® � yJ �'C/ell# Sad— ��j=� � 0 1 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and th0e To of Barnstable.Attach a copy of your license. Signature �.! Date Section 10—Home Improvement Contractor Name_ /) y� ,'� �e1Q r1/ Telephone Number C — Address i W 4 City 69Uklj(,N State ,M A Zip 024�f S Registration Number-01 D4 Expiration Date T )� I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 C the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption k Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I dens the construction inspection procedures,specific inspections and documentation required by 780 CMR and th T wn of ble. Signature Date APPLICANT SIGNATURE Signature Date L V Print Name C cal-ew 19v ) Telephone Number t; `?3 E-mail permit to: ids '�� 11�s��e 1 W'ey— Last updated: 11/152018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization I, d C as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work uthorized by this building permit application for: / (Address of job) a t Signature of Owner date Print Name - - i Last updated: 11/152018 Town of Barnstable m Building s a ,Post This Card So That it is Visible From the Street-Approved Plans Must be.Retained on lob and'this Must be Kept A p,E ♦ MTW1'A�S3',.�. ' E P (Posted Until Final Inspection Has Been Made. -. Permit " Where a Certificate of Occupancy is Required,such Building shall Not be Occupied".unl Final Inspection has been,made Permit No. B-19-659 Applicant Name: Roland Langevin Approvals Date Issued: 03/13/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 09/13/2019 Foundation: Location: 1398 HYANNIS-BARNSTABLE ROAD, BARNSTABLE Map/Lot: 297-026 Zoning District: RF-1 Sheathing: Owner on Record: ACKELL, BRIAN C&MIEKE VER EECKE Contractor Name:, .ROLAND LANGEVIN Framing: 1 Address: 1398 HYANNIS RD Contractor License: CS-103861 2 BARNSTABLE, MA 02630 lEst. Project Cost: $ 2,775.00 Chimney: Description: air sealing,weatherstrip door,6 " open R-22 Cellulose to attic flat, Permit Fee: $85.00 R10 Rigid board to crawl space,_make access to crawlspace, Insulation: thermadome,ventilation chutes,vent bath thru roof, insulated bath Fee Paid::'' $85.00 exhaust hose Date: 3/13/2019 Final: Project Review Req: y Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced with in"six months after issuance. All work authorized by this permit shall conform to the approved application and"the`aDoroved construction documents for which this permit has been granted. Rough Gas All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning"by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and`Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection TA Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final vN�E EN�- i Town of Barnstable THE r Regulatory Services TOWN OF EnAM°I T. BLE Thomas F. Geiler,Director • BARNSfABLE, 9� 1639 ��� Building Division 1:'119 AUG 21 Pr p>Fo Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIMS Office: 508-862-4038 Fax: 508-790-623( PERMIT# C D&qIQ FEE: S SHED REGISTRATION 120 square feet or lesa—W ,L?a,rn 3 A. 13q? HYAmMiS �RD 13ARW 5T ABC,6 Location of shed (address) Village bRt,Ag e ACV-6l.C._ 'tZ 4 -136 65-77 Property owner's name Telephone number 10 9 l 2- 2-9 7 c uo Size of Shed Map/Parcel# /Z 1 Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Y6-5 Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30 &3:30-4:30 PLEASE NOTE: 1F YOU ARE W=N THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS ]CORK MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 LOT 2 ^�I _ \ �� � nMi Y 13 CO Aif617 C0�� o�� SHED LOT 3 W � h � O 4.0 q9a C\� DESK ., v Q) c j� co SHED S8748 00'E 176. 72' _ AS LOT 13 Plan RES. ZONE- 'RG" This MORTGAGE INSPECTION Bank lUseoOnly FLOOD ZONE- "C" THE DISTANCES AND MEASUREMENTS ON THIS PLAN SHOULD BE VERIFIED BY AN INSTRUMENT SURVEY. TOWN: _BARNGTABLE ____ -_ REGISTRY OWNER: _JOHNT. & JANET BLAY _____ DEED REF: _ 126281306-_________ BUYER: _BRIAN_C._& MIE_ _ ___ ________ AE VER EECKE ACKELL DATE: _11�9j99 _______________ PLAN REF: _21_3�155 _ - SCALE:1"= 40FT. I HEREBY CERTIFY TO PLYMOUTH MORTGAGE COMPANY tN Of YANKEE SURVEY INC _ • THAT THE BUILDING . SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS AAM CONSULTANTS SHOWN AND THAT ITS POSITION DOES CONFORM A. 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE TOWN OF _ B_ARNSTABLE --------AND THAT INDUSTRY ROAD IT DOES_NOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED 8919,Z 5 _ �� TEL: 428-0055 / CogMunit - anel _250001 0005_C ------ FAX: 420-5553 ________ THIS PLAN NOT MADE FROM AN INSTRUMENT SURVEY 27945 CB P LEA MERIT PLS NOT TO BE USED FOR FENCES; BUILDING PERMITS ETC. 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,, Map 21 Parcel CsZ�o ;;Application# Health Division Date Issued Conservation DivisionAppl' atiori Fee Q Planning.Dept: errr4it Fee J i Date Definitive Plan Approved by Planning Board Historic - OKR Preservation/Hyannis Project Street Address l 3 9 A u M f S TZD Village 13AR05TA13 tE Owner Address 3 8 Y h'i loll S - 1D Telephone �K� �3�2 �2D31 C�J S'08^ 62 -7(3 ?� ��o. 7 Permit Request � � �T FLOOR �vt4 01Z� m op.ROo m Z, 01 Rc-Pc,C6 AIA UJI)wPvws TO MATCH E1(:'15r-4mC-- -4) ADD -5t_1 r2ER 5 5N Square feet: 1 st floor: existing I04-proposed ZOZ49 2nd floor: existing proposed Total new Zoning District od Plain Groundwater Overlay 1f 2-7 4"za Project Valuation onstruction Type W.00D �E I � 0 Lot Size AC REg. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family(# units) Age of Existing Structure d , Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: )(Full ❑ Crawl XWalkout ❑ Other Basement Finished Area (sq.ft.)_ I Q !40 Basement Unfinished Area (sq.ft) 132 Number of Baths: Full: existing 33 new o Half: existing 0 new Q Number of Bedrooms: 4 existing 6 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ;kNo Fireplaces: Existing -New Existing wood/co I stov�❑Yps O'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: exi ting mew size_ Attached garage: ❑existing ❑,new size _Shed: ❑ existing ❑ new size _ Other: < N -r o. z, a m Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 1A No If yes, site plan review# rloco w rr, Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER Cc 77 J-k36 -65'77- - Name 921,4AJ �4046V_ Telephone Number 3bR s -,X7_-7634 Address / 1g RL License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 211'10U� SIGNATURE 6a DATE FOR OFFICIAL USE ONLY 'APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS i VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION y FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: .ROUGH FINAL 4 M v GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT — ASSOCIATION PLAN NO. E r - Town of Barnstable �Op SHE 1p�� Regulatory Services BARNST.,BI : Thomas F.Geiler,Director MASS. 163p. .0� Building Division rfD �p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / Please Print DATE:�/;?I D JOB LOCATION: !D fIY, A141/5 2Z) 4 11412 l � �GG number�i street village "HOMEOWNER": name d home phone# n work phone# CURRENT MAILING ADDRESS: ink city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a,parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall-be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re ents. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control: HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do,s_uch work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To.ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page-of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt oF�"ETo�,ti Town of Barnstable ° Regulatory Services • BA STABM • - rrMAS& Thomas F.Geiler,Director 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 roperty Owner Must Comp ete and Sign This S ction Us inLy ABuilder as er of the subject property hereby authorize to act on my.behalf, in all matters relative to work authorized by this ing permit application for. (Address of Jo Signature of Oder pate Print Name If Property Owne is. applying,-' for ermit lease co: lete the P P � Homeowners L' ense Exemption Form on the re�rse side. Q:FORMS:O WNERPERMISSION Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS f639• �0 Building Division prfD MAC a, 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location l (4 ���� �S Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: La c(C s r OJ- nj S Tf i4+p ae7-Ae-S A M A L-.-LPEN S T�77aOt 6 Y LL U STC—k- C FA k - J- Please call: 508-8621-4038 for re-inspection. Inspected by � .t A Date If 0q AFr"/I!DAVIT I, Brian Ackell state that the nail spacing on the sheathing connected to the wall studs is in accordance with the building check list submitted with the approved building permit for the property described below. I further state the attachment strapping is installed to secure the porch posts to the porch roof rafters. Property: 1398 Hyannis, Barnstable, MA 02630 Brian C Ac II ./LfGt� Home Owner M AYVC Guide to Wood Coristriictio/i hi Hi.,-h !•Viral ffre(is: 110 ruph 6Yind Loite Massachusetts Checklist for Compliance (780 C�'IR 5301.:2.1.1), f IJ Check Compliance 1.1 SCOPE J WindSpeed (3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. ..................:.............................. ...........B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories -<2 stories N RoofPitch .......................................I...................................(Fig 2) ...........................................7 , 12 :5 12:12 MeanRoof Height ..............................................................(Fig 2)..........................I............I.........,�4 ft :5 33 :5Building Width, W ...............................................................(Fig 3).............................................:.. 2 f# 80, Building Length, L ..............................................................(Fig 3).................................................�2 ft :5 0' J Building Aspect Ratio (L/W) ...............................................(Fig 4)................................................. I.Z Nominal Height of Tallest Opening ...................................(Fig 4)................................................ .6-g. s 6'8' 1.3 FRAMING ONNECTIONS General`compliance with framing connections....................(Table 2)............................................................... ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 - Concrete....................................................................:......................................................... ConcreteMasonry.............................................:...................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts;imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only / Bolt Spacing-general .........................:..............:.(Table 4)............................................... 11_in. ✓ Bolt Spacing from end/joint of plate .............................(Fig 5)..................:.................�_in. 5 6"- 12" Bolt Embedment-concrete...F...............................I....(Fig 5).....................................: 7........... in. >_7" Bolt Embedment-masonry........................................I(Fig 5)............:............................... in. >: 15" NI PlateWasher................................................................(Fig 5)... ...............................?3"x 3„x% 3.1 FLOORS Floor framing member spans checked .::.............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)................................................... ft:5 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior.Wall (Fig 6)....................................... N A Maximum Floor Joist Setbacks J Supporting Loadbearing Walls or Shearwall................(Fig.7)..................................................... 0 ft 5 d d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)....................................................._ft 5 d M /k Floor.Bracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..�d nails at�1 in edge/Al�n field 4.1 WALLS Wall Height Loadbearing walls..........:..............................................(Fig 10 and Table 5)........................... -ft -5 10, ✓ Non-Loadbearing walls ................................................(Fig 10 and Table 5)...........................I - ft s 20' Wall Stud Spacing ...................................................(Fig 10 and Table 5)................... Av in. s 24".0.c. ................(Figs Wall Story Offsets ( 9 )............................................Q ft 5 d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)..............................2x + - ft 0 in. ✓ Non-Loadbearing walls .................................................(Table 5)...................:..........2x ft Q in. ✓ Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................. ........ ✓ WSP Attic Floor Length..........:......:..............................(Fig 11)............................................ ft ZW/3 'Gypsum CeilingLength if WSP not used ....................(Fig11 and 2.x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).........................:.................... or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length .........I.........:..................(Fig 13 and Table 6)....................................._ft , Splice Connection (no. of 16d common nails)...............(Table 6)........:......... .............I................. S A 4 AG1IC Crrir/e to Ff%nrl Cnirstr action ill Hi g11 I'lliff d AIT,rrS: I10 rrcph TH7.1d Zo/Ie Massachusetts Checklist for COml)dia11Ce (780 C1tR 301.2.1.i)' Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7).......................................I............. ..2__ ✓ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... L ✓ j Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft 3 in. 5 11' Sill Plate Spans ............... Table 9 .................................. ft 3 in.5 11, 177 Full Height Studs (no. of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................�? ft $' in. 5 12' ✓ Sill Plate Spans.... .....................................................".(Table 9).................................. 2. ft min. 5 12' . Full Height Studs (no. of studs)....................................(Table 9)....,.................................................. Z �. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension, W Nominal Height of Tallest Opening2 ................................................................................44<6'8" SheathingType..............................................(note 4).....................................................1 b G Edge Nail Spacing.........................................(Table 10 or note 4 if less)................,......, in. Field Nail Spacing Table 10 ................................................. P 9........................................ .( ) in. Shear Connection (no. of 16d common nails)(Table 10).......................................................�w`4 Percent Full-Height Sheathing...................:...(Table 10)...........................I........................ 6s.% 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... N �" Maximum Building Dimension, L Nominal Height of Tallest Openingz........................................................................6A-<6'8 ✓ Sheathing Type......................,....................,..(note 4)..................................................... 7 ? Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 4 in. �✓ Field Nail Spacing.......................................:..(Table 11)................................................. 1L in. Shear Connection (no. Percent Full-Height Sh afth69com.mon nails)( 'N Table 11)...................:......I................... ......�° 5%Additional Sheathing for Wall with Opening> 6'8' (Design Concepts).................:.. Wall Cladding `- Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) " Roof Overhang/,--- ,: ".........................................(Figure 19) ............. ft 5 smaller of 2' or L/3 Truss or Rafter connections at Loadbearing Walls Proprietary.Connectors ✓ Uplift..........I.....................................(Table 12)............................................U=-,p3 pif Lateral.............................................(Table 12).............................................L= 176 pif �. Shear...............................................(Table 12)............................................S= 77 plf . Ridge Strap Connections, if collar ties not used per page 21... (Table 13).............I................. T=_j36 pff Gable Rake Outlooker..........................................(Figure 20 jk*."ft s smaller of 2'or L/2 NIA Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors fA Uplift................................................(Table 14),...........................................U=. lb. Lateral (no. of 16d common nails)...(Table 14)........:..............................L=;'t?lb. Roof Sheathing Type..................:....I...........................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.....................................:............... qk:in. >_7/16"WSP Roof Sheathing Fastening............................................(Table 2).....................:............................... ....(e !� Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. . 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up io 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.✓' j A[VC Gtiide fo H,00ll.Coilsfivi Clio" ill flr•,r;ir I.-Virzrl"11-eas: .110 uiph I'Vilrrf Zorre massachusetts CI1ecl(list fol- C 0JJJJ)liazJce (280 CInz 5301.2.I:I 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing: v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition-required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte, 6) b) vertical addition-not required unless there is extensive renovation to the first floor c) replacement windows-needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. c --MEN THIS EDGE RESTS ON FRAMING uSE&J NAILS AT 6"o.c. — .. - l------T_-_--_ _— 11 11 11 11 II 1 11 11 II II II 1 Q t it it 11.I I - I LE N 'I H ' I 1 II 11 11' O I j 1 .GX; I 1 11 1, I i I yl ' I 11 Y 11 I I ING MGM O � ul 1 IrIII I I w i i i I a i I FRAMBERS y I I I 'o i.i i EDGE RfrF�1h1ED1ATE 1 1 1 � 111 it Il � I 1 1 1 �1 11 3M. - 1l.a tl I I W 1 I I Z 1 H 1 1 l 3"MW. 3"MIN. STAGGERED DDuAIE EDGE I�' NAIL PATTERN PANEL NAILSPACkVG PANEL_ _,• I 1, PANEL EDGE DOUBLE NAIL EDGE SPAG84G DEfAL See Detail on Nexl Page Detail Vertical and Horizontal Nailing Vetcal and Horizontal Nailing for Panel Attachment for Panel Attachment i ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: M,4hi Site Address: 134r� HY14et1/0/5 print Town: 1�f12d/.STi4 Z3G� Applicant Phone: .-'Z/--)Z-1V ,08-MZ T6:34 Applicant Signature: �G (� �/ Date of Application: P /a NEW CONSTRUCTION: choose ONE of the followin two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or p O Slab tion 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energyc6des.gov/rescheck/ ADDITIONS.OR ALTERATIONS TO EXISTING BUILDINGS OVER,5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<40% use the chart below. If glazing is> 40,% proceed to "SUNROOM section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R.-Value R-Value R-Value and Depth .39 R-3 7 a R-13 R-19 R-10 R-1.0, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls,and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) r . E yj0 _ -- d2E 2E ram �, IK �, 7I- _ Lx\ FlAd NE -- __I �--�_-_-} LI-� �I�1ITE 1/1✓�I� /ry �,,.�.r�r�I —�2oW;fl �WJ1r1, t I I ^CW � iL _ YAC y I Ir crJ e I SLID F%r4f. F1., r Lt _= T I 1' C oh'C, ./xS iAyclA x5 fo FF/T Mt-a D5 1xY Tx/M IN rNDOI)3 r Doo� /y.rx5 GU p 5- cO2•ve2 CJOhrcDj. ir,srl a. Li Iffil k Lr I soX>xR 1 ilia W srt x I New r7ccK _ Ncv1 —T- " FRDrn — iuri r4A u \ REAP_ acwJ;,7z)/j - 5CA £ -rLrurc/,mfS ax6 IRXV /,Tn/ P.A2 axa vX Rr. � PD,Tr /aq�.vis 2n /TyVc�i,s-Y�r�7F ni,-i: nai so 61��60� -ate-oa . $14A2oiJ nn/.r. 7T Hu•� -i>X-[-h7 -O i �♦T. [%ASS_ `z - 3 ti&IJ I I T — DeCK- — E isT �i- y� Eris: .✓� I� ElU F sT. — Ewsr FROmT EbEvA'nnN- SeAe E $MArotJ MALOw E - N 1J PA6E eZ of S / 1 ._ T 8x8 nr�IiT j F/P Oc 2r. TSDvfR Taa.0 root \1 Ya 4%" e oA D a-dx P.T. Csox ,2P /O"so aq3A _ . NFU). 8`canwL yPACE I-d. 3°FI 3°r3� - l"Y'n#Lv• 3�oo ra G24Dt- 35�4 aaJSE O GPAw` SPs, �GVT AcctiS -No LE� /4X16�EK,y,. - c.c S /6'Ix8"c°Nr. FTv. 4 viz.-ll -W'.Dvs CAP � ANcl*o2 s"T P-1-a cone DAFIP P200i�" �&tLow GRA0,e I- aXb Pi� SIVL W/SEAL 3(a NEW nun n I l h n JL xlo5 oueL ,�0nti a-(o fx Sr,NG O IiW / �: Socry nm MID W 5 P APj i O Q .... .. E NFW 18-OH P 304> /R I -_()'• tj koa FLD/%a OCkN- L✓.'A L£ n• AS i'FI ALT /LOOP _. ti/7F WA'Le CGD%('L r/ A PP4 IS*'F�Gr ovEVL cvx.Pc q y Y —.1/E 2TICA LC A COX Pc A V4 Ex.ST. IX& /X� PAI_6 I�SJL}POJ ALVM. GJTTcr_/r t�j POVI'r -. 'r �P.. P`�. t MIDDLE ._RJD GLCo, '7 /21D6Er coNT.5/)FF/r/lftN r �NVT'j+ 'GO�T,S.SEE.-_L VH(,jEr YA.;2f7 p In WALL% �l Id a#lo RIDGE ,. cJ /r � ax�a RA>=T-Frey G�/G'CC. PEe 'I- old C t I rNTf) A ao rc oo B Fi'L L/A w I/XS °j o -Fir 51 DIuG lx8 FR/EZ£ cJ/8r'7t .MI-Db. ' F1,11 II-AI .AID v"777.1.1- * n 33rD-Fy IJ%C 5H/NVLEP Try v&K OVE2 �a"C Dx.P� IX•/ 7-a IM -I D002 rDJcc O/'T' T/LT L l7'E 9 O"5T°D5 CJr 7o rlr a 5 /6"OG x w w:, x 9 ?7vd a-axv rvn c.rr� e� •p q oa +' W aX4 5✓•fOE �t p� W � N � L 3°xea YET voo2 , o F a 43 7L EVEEV�E 3w r+G 5v8. E /a-ofi 3o va-/a L 6J/F�1.41t�/._O^/A _ - xrST. 61VE+ NA/L- P.T=xro Gl61 LL �nr/ND1'I'7/i:J W —_ � �•'DVS�T CA'.p.� �� �ri L N NE....,$r'EONL: WA-Lly = - W6"K 8"CONY_{�7Gj.�T/PJ p 0 I W CRAWL ciPAGt .G.V'r.AccEtS � Vt- . LT -ANCNOR BOLT 'n2 NE/G'CoOE. -' - - DA,uP' oOF �13Lord GRr1 z, ax-(,.. 5/Le L1/SEAL �¢q y/vG cQp t:TiaJ-/ Vtc/y /-O y'/u/nl; �3�Ior,o c Rsrn6 P.T nscK1/b.e�r/ /�/2fn./..G�7- U7uE. �OJ NDf T0/J axg P-T cDOL aD IST E/G`cC. I d%8 P-T. LFD6-Ep-7Hn'O 6°e-T A7- /: '/&IIX A.7a %6 PT POST`-ATOP QAILI,JG 5 PT 3'f//!nN �ALL� 7D/'/-'1/L. %-7"dX1/ Orin.12-4 i p-T d.-' P.T..4''l //P3r/ OF S I� .+ E TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2q Parcel 01( Application# 00 Health Division Date Issued Conservation Division Application Fee Tax Collector Permit Fee n Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project StreetAddress Mi H`/Ai.1 J IS RD o� ,_�L C ACKEI� Address t 3�t�s �f�1�4�c 15 CZD Teiephone�. 0 --36Z-1-03 l �- �Permit Request..___ �GLDCA"t LIS�.I O IF E1�515T 1 fi G- O tT 64 LA R G I OIT ` �� ��s ls°�-�u� ��R�O� ��3��n�T ���► W f Sao Square feet: 1st floor:existing 13&4 proposed 13r 2nd floor:existing N A proposed Total new Zoning District Flood Plain Groundwater Overlay Project`VAluation� ,CYConstruction Type Lot Size I,07 a ere S Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family PQ Two Family ❑ Multi-Family(#units) Age of Existing Structure 2q V r5, 11161 Historic House: ❑Yes A No On Old King's Highway: DA Yes ❑No Basement Type: LWFull ❑Crawl 29 Walkout ❑Other vEw basement FFinished=AreA"(sq.f-.)� 645 Basement Unfinished Area(sq.ft) 409 �w� ,Number o B: Full:existing _3 new Half:existing 0 new Number•of•-Bedroo_iL�existing new r Total Room Count(not including baths):existing new O First Floor Roonj•Count r !D Heat Type and Fuel: A Gas ❑Oil ❑Electric ❑Other E5 1 Central Air: ❑Yes $No Fireplaces: Existing I New O Existing wood/coal stove: �Yes' $No rZi Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:IX Jisting ❑-ew `size Attached garage:❑existing ❑new size Shed: 'existing ❑new size Other: co Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )(No If yes, site plan review# Current Use 00p, wmr Proposed Use SR m 6 - BUILDER INFORMATION Narne_& A! �1 � Telephone Number •_7 � — 1�3.3tP " (a `r---Address . License# e{ Home Improvement Contractor# ,, Worker's Compensation# ':ALL CONSTRUCTIO DEBRIS RE TING M T IS P JECT WILL BE TAKEN TO —`SIGNATURE___ � -...,�DA___TE 07— 11 ©1 FOR OFFICIAL USE ONLY c A?PLICATION# ; DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT- ASSOCIATION PLAN NO. ' I -� P�OFSHE tOwti Town of Barnstable Regulatory Services aa>n1st,►sI E Thomas F.Geiler,Director E 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 HOMEOWNER LICENSE EXEMPTION Please Print t7 DATE-=1!9,2_40, / d g JOB I ocATlorr: /3�? dY54AIxl/S Ra number street village "HOMEOWN 'ERA-B2/,4A/ Ak lic_ G _509-96?_-Zo31 5-09-362-—7634 name �+ home phone# work phone# t:ZCURRENT MAILING 94211157W162.E 1W 00630 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOVVNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re ents. 1Si afore of Homeowner ' `Approval of Building`Officiiil'( Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control, HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonn/certifi cation for use in your community. Q:forms:homeexempt 1 Y v • • r ' T ` E T Town of Barnstable r Regulatory Services r • RARNSTAB r i'E r Thomas F.Geiler,Director i63 q. ,e�' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Mu Complete and Sign This ection p g If Using A Buil er as Owner of the subject property hereby authorize / to act on my behalf, in all matters relative to work authorized by this building permit application for: (Addre 's of Job) Signature of Owner Date Print Name I I-f Pro - e rtTOWIf er'is'a—DDNiRs-,7for - enni lease co m 1 ete the Homeowners.-License-Exemption Form on~the wrevers e-side. Q:FORMS:O WNERPERMISSION .fir I E , I I I i i 1 � A i I I . cu i� , 1 � I � I 45TL. , , _ I i _ I , I 1 � ! I I I ! ! I I I I I 1 _ I ; , I i I iI I ! i I I I �i j i "; j fit► � I I. j • ep04 go IMP 8 G ,pOE i �1S r1 LO I SEAS ; j f I i I {{ i 1 OS OF (ot VIP C 1 I I I �•%�tJ l ' ........... Assessor's office(1st Floor): Assessor's map and lot number R P Q 7 0 cZ 6 QA1, SEPTIC SYSTEM MUST BE Q�OF TM E Board of Health(3rd floor): INSTALLED IN COMPLNICE Sewage Permit number ®, %NIITH TITLE 5 Engineering Department(3rd floor): , ENVIRONMENTAL CODE� s�MAX&ADLL House number "' TOWN REGULATIONS °'��6vi b. Definitive Plan Approved by Planning Board 19 � � APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING- INSPECTOR APPLICATION FOR PERMIT TO W e t<S TYPE OF CONSTRUCTION won� G �3 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a:perm(�it according to the following information: Location l�Lt 6..V-L-15 l`�`-• ��v v� �'� r.� . Proposed Use Zoning District ! , Fire District Name of Owner off`^- I��-� Address \39 � s ���5 "(e Name of Builder ���� 5 �� Address Name of Architect J °`"`� L—c", Address Sc-t*- -A- ov-L- - Number of Rooms Foundation 10' Exterior 5�.'`'<<e S Roofing Clsp�, - Floors . t�t (C S �-1- `� c.�taQ Interior Sl,e ✓o` 6 u eA- �.uza� Heating \je Plumbing. Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee tea, PAS o� - P 9 ' S OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ip, Construction Supervisor's License CL .LAY, JOHN T. i t . No 33840 permit For Build Barn/Workshop Single Family D ' - 13 9 8 Hyannis Location Barnstable Owner John T. Lay - Type of Construction Frame i Plot Lot r ^ Permit Granted July 5, 19 90 r_ Date of Inspection ���`� 19 r Y DatComted �/r�� 19 rn CO - rn al V M �r } TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION . Please print. DATE {l 1 1 (? JOB LOCATION 4��KK' S Number treet address Section of town "HOMEOWNER" + i - Qc( �c�..... . Nam e Home phone Work phone PRESENT MAILING ADDRESS (LON,r City/town State Lip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- ivi ua for hire who does not possess a license, provided that the owner acts as supervisor. (State Building Code Section DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official , on a. form acceptable to the Building Official, that he/she shall be responsible for all ,such work performed under the building permit. (Section The. undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department 'minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE _jk___T_1 APPROVAL OF BUILDING OFFICIAL - /A�/ Note: Three family dwellings 35,000 cubic feet;" or'larger, will be required to comply with State Building Code Section 127.0, Construction Control . r C HOME OWNER'S EXEMP ION The Code stat ht' t : "Any Home Owner perfor ing permit Is require• shall be exempt fro the Provisions for which a building - provisions of this section (Section 109.1 .1 - L ensing of Constructic, Supervisors) ; provided that If a Home Owner engages a p son(s) for hire to o such work, that such Home Owner shall act as supervisor . Many Home Owners who use thl exemption are unaware that they are assuming the responsibilities of a sup rvisor (s a Appendix Q, Rules and Regulations for Licensing Construction Supery sors, S ction 2. 15) . This lack of awareness often results In serious problems, Dart cularly when the Home Owner hires unlicensed persons. In this cas ur Board the unlicensed person as It would with lice ed Supervisor.. The rHomedOwnernst acting as. supervisor Is ultimately responsible. To ensure that the Home Owner Is fully ware o is/her re s many communities require, as part of the pe mit appli tlon, thatthelHomes,Owner certify that he/she understands the res onsibllities f a supervisor . On the last page of this Issue is a form curre tly used by se ral towns. You may care to amend and adopt such a form/certification for us In your community. i ' d CBIO 0 engineering MORTGAGE INSPECTION PLAN General Information Description of Property Date September 11, 1986 Address 1398 Hyannis Road, Job Number 60911 . - Barnstable Requested by Morse & Newell ::Deed Book 1485 Page 1001 Mortgagee Bank of Boston Plan Book 213 Page 155. Lot 3 . . Applicant John T. , Janet B. .and , Mary B. Lay, scale 1" = 60 ' 4 4 S13026'50"W f •_.208.29' ek f�OT N •��..,,�� s 0 cv t 3 .� oT! CD CN ° 7°22'3 "E 1.88.39' OLD HYANNIS BARNSTABLE ROAD P�'(N OF SASS "I CERTIFY THAT THE DWELLING ON a�`` qo THIS PLAN IS LOCATED AS SHOWN G B � LOMh18ARDR3O �. AND THAT IT CONFORMS TO THE o BAWTA^ TOWN OF BARNSTABLE ZONING BY- No.3253.. a LAWS. �0.�•FC�ST�. �w� I FURTHER CERTIFY THAT THE o,vat DWELLING SHOWN HERE DOES NOT FALL WITHIN THE 100 YEAR FLOOD ZONE AS DELINEATED ON F. I.A 1�1 COMMUNITY MAP 25001 0005 C •�C,! DATED AUGUST 19 , 1985." George.Lombardo, P.E. .aKx� nvironmenta onsu tants . • --24-Forsyth Avenue 0 , South Yarmouth ! MA •' 026647 •' 1 �l6Le- r�itia EaS� f ` ^ 'Nord. . . - - - t � , =: .� . t . . , . .,..-"­�:� l - - -9 �/' . _�I�.;�-�,I,,.-',-m.,, 1 1-,,�I-1 I�-�,,,,.,,�­�.,.I-�,.,�1-�,.-,,, -I,I�d FI Is 11.. i,1,1,.w� 1�,1,..,­1"1.�I,-,-,,.',,,,�.-",7,,,�.�,,-1,'.-,,-.1.�-��.�-`,_.,..�I,m.,`,�I,_,:..,��..,t,-;7,..,I,�,1.I��--.,-I.,'-4.-"�.-..I-�*1,,-*,--,�'1,.,:-,-I,."�:-,,--1,d,..,,-,,_::_1�.,I1._,-.:-;I.,�m.,,..._1_'-i-,,�_,--'d`II,."�."*_M.I-,"-I.I,",,.%,I.�.d,_�.'-:,�I��?-�*,_-,I I�I,��.,�,,���",d",-.,I1:1��,,�,:�,.,-.,,"-,I_,I,'l..�,�:III d�I c-,._-,!.,�.-.,�-,,,,-,�I.-;,-,��",-.,�:,I 1'-_m_I,-I,---I-.,-":,:,..,,-2 II�.,;,.*.,�,".--,I_��,.-,I,,�---.I.-_I'�-,I.,,.-,_1 i I�-�----��1,r_-.:�.'-",1,,,_",��:,�-".����'-.�,,,;,�'.,i,�,:-,,1 I:-,1,--�-I,,,-z,:-­,C.i.�._-;,,I,I1�,,1,.,",�*,1�I"_,..,'-, ,I�1,�,�-'m-.,'_t,m 1,��,,,_,,,._.._-":�,,,-.-1.,���,.I1.�.P,,�,­-�-,.�,-�_.-.,,1.,�,.�'.,��...-,",,II­1�.,-.,�,�,-�m..��;-..,..,,!:.�.,,.I,,,',.7",_1"­,,.,��I,.I,..I-0"1.�-..:'-,-,,-!�N,,,,:.-.,�,­,,.,�I;I1.�1-.-"�,,.-.,1.I,:,1,,,,�',­,,..,-.._,0,1�I-',*-�I I1:.,,.,.2�..��.�"-..I.`�.,:.,..I.1_��1�:1,1I-,.�.1',.1�,,.,,I.,.1I..',..-..-...,��I.'--­�,-�.I�I.",I.1,..,I�-I�._�!--.",,I,_,,-�-�'-�..d.,_,I�,���,.-�,:,�..,.-:;,--:��..,-,".."-I.I.-�-.,I I�,,..--,:-:.'-,W1�,..,"..,-I..,,.,,.�m:1.-.I III,I,,,.I,,'-"�--.II��",,:.I-I.-�!�..,,.-I,��""�%"­�....r,_-:d-��,I­..I1I I..,-.�-,-:d:,�_1,,,,::--,­�.�...I,�Q.,­i,�.,,�t,�-�,�m�J;�:1,,.,.,��:�-,;--j-.--,-�"-��.;,.'1,�.�,,,':-.a.I,,_,d,�-,`1�I-1,�;.,I,-"I II'N�.,�--�;;`1�d�,1,",-�-,I",�-L..d,I,1�1�I.�-,�-�%�M�.1-1-,�I", -.�-,_,-,--,-,�-.I�'.I ,�1,.-.m.��L.:�,,,.:,,,I-�,'--.�,-.�,�,.,I.I-,��-­.II,��1,;.,,,iI�,.I..,�,I,�.��.I.1,,�1..-;I II.-�.:,.I-�.;,;_Im"d;I:II�,.;.��,,,.-",��,��.,­,-,�I-I..�,d..-�,.,_,�I,..II.,:.,".".,,"I..�.'-..1.I:.�.,�I--%�,.I-..I,m1dI.-"�.m-,I-�.,-I,I I—.*.�,,,I d,I:,.�'.I. .�.�.,.-I,d.I��..I��­:,.1,,.-,,,,.�.-..,�....,"p,�I.,.,�,-,...�:�m,,,,.I�,m��.1 I�.%,I-,%,..,"m,�,4,.'��",�7I.1,..1.�:.,-.,.d..:­:...�'.�.Ic,I�,.4,.��,,�._,,,I.'-I-.�,,�,�II.,.-",I-;I,.:_I.I,.I-.�,%.-,�'..";�._-..-4�,I',�:,_"";-4'1I.,,�­,�,:I..�...�i.-,M1I.:,..,-dm��I�...,..�I,.�.1.-.�.i.�.��.:I-�.,m.,,;I- ,I I,.�I�I�...I.—,.-.:.-.,�,-I.-I,:�,�m-,Im.—,_.�,.1."�m A�Y...,I.",...��-..",.1,��I..z-,.,.c,,,,,.,:,.'�-��I�,I..�,,���,.,.�O 0S,:.j.,;1...,�.,t II�K-.,'-...,,I...�,-,�q�.1,�,��d..�.,,"I�I I�,...I,-...-�I...-..,...,:I��I�:��1,,�._..�,,...,-,',*�-.,'-,"1.I�M­I'-.Iv�,�"�,�...-s I.I.II_I.;..,-I.-�.,I,,.t i�I.,I......,.d�.�­..1,I,;I,..d��--�,�I-I-,,,,._,....�I�.�,."-.,,�,--.�,.­�,,,-,'.�I.I1.--.-m I m.�.�I,.I I.,I�I-I.k I--I,6 I�.,_ I�,-�,.��,I I:�1-mf..��I,..��-.I,1I�.,.�.�.',,.-I 7��.I--�...�I-.I-..:,�.,,­,.,';�:.I-I­�I�M,!.-�1,I:F II-�I,-�.,,I.�-.;�-�,--:�",�I.;:4 1I.I.=,-".­,,..,�--,�-�.`_,,>I.,I.-II-1 I:,�1I_m,-,I�I_,.I:tc*1:I-.I�.I,..�.-;�.._,I.'PI1-....�m,A"',..�,.T.�.e.1%�,,,. y . ,.".,-.�*I.--...7.,�._I,"�".,d I"f�_:...,�I,I�I.-I���.�...,,�...,—.,..1�I.�:,�-,,�1...I�,I,-'..-�I�,.m..'�.!.�-,�d-.9.,..�.I.I,..I.I,I�-I�,',I I.�!I-t,.-1,'..,�.�m.�I.,,��...,..I, a :. ..I-.��.�,,-.-;�...I,d�Id..,�-1..!..."',.�,.,I..',I..,,.--,�-..I,..�m I,,,.,-"..���.-.J,,.4:,.".,���.I.,t�I1,��.-m-.II,,.-."..I-,..-.�,�.-.,��,.�.�:I,I,I�.���f11 4,..I,�-,1-�.1:I 1,��1�.,I,�I1m.,.I..�..:.-,,d,..,/II-I�,,-.,I I.,�.I�,:�I,:-,�.,,I..?I r I�-,�,.-�-,,.,I;#�.�,�,.I.­,,,,�...I,��,�.._-,-�I:�I-.,�-I..,,,.­..��."..�....',,�...,:�,"�I�I-.: I.-­.,..:,,,,;.o I�.�I I.III I,.:--..,�,.�-1,::�-II,�I,.,%I....m.I.,',��.�4,..,.....7,�d�I�'..II�.:..,',I�,.-,.I,;II M.,,--�1;-I1....:��I,I,4�",b1,_,-�I..�I.d,",..,.._I:,I.�..:��.,,Id:..,-�I�I�I:.,,.,..�.�1,-..�.I�-I�..�ImI..��:.�I I,,....I.d,-.d I,,I.I.��I.!.-.1e,,1­,,.�.:,.�I,_"_.1,I.��-,1...-1I,_.�,,..II,"I._�.�-�.�.I I.,,I I-I,-...�,I.�...-�.�f 1I 4,:I.t�?�"I...I..%��q".I-,:.,m?.I�.-I,���t,...��I,�,.m I..�I.I���---��-..�I...I,:.;�.I���-�,.l,-..-:v.-,.II. ,-Id.�:,"�.I!!1,,I���II.�,,,d��.:�.I.: -I"I-f-..,,�.I-m.�..��,I,.,.,I�,--,,"I,,.,_,-�.,;-.,,��'I,�­.,��4",,�1,,�1.,"I',:-!I I,:���,t-:_�..�,-I�d�- ,..I'�,-��,I,,,-:,1,*."�,,��-�II-�I--�,�I,-,I,-;-,.1, _!1,I ,-:�, �-,��1--,-,,Z I,.-Ii­,,�.,-,�',,-..,.�I,,,-I ,d.I,!,1,,1�,d m�.�.Id,,I,�,`:,! ;r-,,­.1 Y _ - _ - _ _ _ . . . ,�,�II.� dw ". v - : `' } .�.1--,-�:1.. 1~. .,�.�,I i I,.Ad lJ I - �' L. c . 1,. ­" --.:q 1: '-I�.,"�,.- f ",, ....,. ,.- d" x ,� �q <, . ;. :, S ;`' b ,r t M f f S C?'� ? Y _ > f - 4t-t -�. . . , � . . I . , - , ' ") ` __ . � . -,�.1,-,I-.:"II�,�12�I �1,i"-IF,,,.-I­3t,�IL�',--,.:-..,,-.Im,,,­-.,,I����-:,14.,...d6.-7..1,--J,:,I"_��,��v�;,*_����­-,,.�",.,�!-,,�i"'.,,.I;I �-��,,�I,.!�;Z,,;�1I� d - '' , V� Y"I_4 1. . - ;5' • - r Y. •: 11 .1'� .:: 1 { ,. T" 1 ., / h { _ Y r N.' 5 �`� :tc Ri M,}` S t -4 F.� .' < I. , i r F x - - - , 7 \[ aw A .f - I ' _4 - w . ,, ­ x } h �, } K ,, t ; J,, ,l�,,�,�,,I,_-.i.�..�.:,-t-f��,_��A,,-,-,,Ii1,,11,,,,,,i4­1I�.'k.�!,�3�.,,..,..,.-'�.N,...-'�l1,,�--�4i4,,.td,,­­,S-..-.-4i�.A'-�,,��,�.".­-�..U,-,'t',_�,�j,_N',m��::?,'1-,z_—.N�r'-�I�.�%-1.�3,,,�-'�T'lk.�-,,,_-t`--,,-1,,.id*-,­.-�,%,,..,r_--­��.Z"��-,�,�,,.,f��-�,", ry x Y' a,j , l v p� { r �­ z111--- S f f 7/,.72 I. ~a , f `., ,Ott ?Ra "' . ,: , r �/;I j' Q JAM s w G .2 871 CERTIFIED ; PLAT .RI .LAN: 5 '� �, �' 1 �`'�, B� ,AsTlL E. MASS. i r _ ':, `� plFi �cgTL� fYA1/i`✓/SANS '., _. �. I. �CERTlFY THAT THE �o���✓�''�6N l�' J-, O HEARN, INC, RCS, RS a'k'- _ _ =SHOWN _ON THIS PLAN HAS BEEN. _' k 1348 ROUTE f34 =� �' }Fk 4"OCATED -ON - THE :GROUND AS INDICATED: ED,ST DENNIS_, M, -v r-T G.o- a ",+ .,:.s ( _ - r, = DATE 2 a,�, 'v�' :S.CA LE 1�l tea. r 3 ' F.. ,,, - - d Yn x�e - J O B IV G %' 3 I C l:E NT - :5;11 a1✓y `! . .,DATE / _ GISTE ® LAND. SURVEYOR DR. BY; .2'/: SHEET-' .. . — r tw : = ;x4. _ <` i y z }_ .e TOWN OF BARNSTABLE Permit No. _.__.2092� t Y�n.,< : Building Inspector cash �0 Y � X OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." issued to Mr. & Mrs. William Charles Address Box 130 Milford, N.J. 08848 1 of #3 13_99 ll=ni G Rnacl. RarnGt-qbl e Wiring Inspector Inspection date Plumbing Inspec r Inspection date Gas Inspector Inspection date r / -7 /Engineering Departme Inspection date 4P—11 THIS PERMIT WILL NOT BE VALID, ND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPE TOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. _................�_._�......__ ....__._, 19__.__ ..................................... .................._� Building Inspector �j -s• - z�- kzelftrs map and lot hu ,�.... ( SEPTIC SYSTEM. M Uff THEtO� Sewage-Permit number ............. "l.'..:............................. INSTALLED IN COMPU' o WITH ARTICLE II STAT • �� SANITARY CODE AND NAB&LE, House number ........ ............�......................................:...... c 0 REGULATIONS. °moo 3 At TOWN OF BARNSTABLE BUILDING- INSPECTOR ",APPLICATION FOR PERMIT TO nd, q.c7 .............. � ..... D ..................................... T. TYPE OF CONSTRUCTION ........1AId OZ......: �}I�IG.............. .................:............................................ :.. .......././.W l..... `.. ............19/. F - TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a �p/ermit�a/ccording to the following information: Location �0/ �j *`�""/ . "/` .........1�7/ z' s48'� ProposedUse ..........••/ .. •....7..G.NC.z ....................................................................................... . ............................ Zoning District :.............. ....................... ....Fire District ..... ......................................................... Name of Owner �1��1iz5......!i`�....C/0 11U&c1dress .0..P/.....f3 N)U! a.......!!.!.�'.....d��7� Name of Builder l)' . ............. -. fM�N .....Address / ,,� Q� ......... ............. r Name of Architect � Z.x..........a dGt- 4&Q............Address ... �C ................. ............ e� ¢e Cl7 ®NCi( E lvi7 fi ���'i Number of Rooms ..... Foundation ........ ..t' ............................................................ Nfj Exterior ......... ..X pft-r...................................................... Floors „h�19......�D�s7 S........d` ()4.1) D�C��..Interior .... � �o l� �Q... ......................... Heating .....�. .. X......0.4. .............Plumbing. ....................................................................... Fireplace ....... ........ ......6•1YL........................:......Approximate Cost ..... ............................................... Definitive Plan Approved by Planning Board ---------------____-----------19--------. Area . . Diagram of Lot and Building with Dimensions Fee ..................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ti 4/ M� a — -z-�3 ILIyA NI/Is 7z © +v I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... G ....................... _Qharles, '- ' - '- -' .___-__ . . . . ^ � . � 20921 one story ' ................. Permit for .................................... iugle family ��—.. --------.------.dwelling � I398 Hyannis Location .--.—...—,..----.—_--_........... . ` . Barnstable ^ ' --------.------------------. ^ . .. Mr. & Mrs. William Charles Owner '.—..-------------------.. - frame ' ' e of Cons truction - ^ .--.---.'.----------.-----.. � #3 � Plot ............................ Lot ................................ V*!7Panni� Gronte6 --.��eQ��hV��.�O--.lA 78 Ooha of Inspection . ��''�,~�---lV + � ' ' J^ ' Date Completed ' 1q . . ------------.. . ' - f . PERMIT REFUSED REFUS00 ' ~ v ` / . ........................................................... .— 19 . . � . .. ` , . � . . , �� ' . . --. .. --. v -------------. lg Approved° --.. -------------.-~—..—.—...—.---. - ' . . . ' -------'-----.---....-----.—. . , ^ ~ 1 SHALLOW DFFP END I ANSIINSPI-S POOL SHAP B St I END DE_PTH Q_� _ 17 Y Radius Rectangle- x 2d'—•-2'Radius Lazy EL 4'Radius Lazy EL r Radius Rectangle-ia'x 28' I 40"or 46" 7_ I 0 16'x 42' 16'x 42' Kidney Mountain Lake Y Radius Rectangle-76'x 37 40"or a6.. - 8' II 14'x 28' 20'x 33' ._.. _...__ -. .- --....: _... ------. .. 18'x 43' 18'x 44' r Radius Rectangle-16•x 36' 40'or 46" 8' If 16'x 32' 21'x 35' —. ._. .. - ...... -- 20'x 48' 20'x 47' Y Radius Rectangle-18 x 36' 40'•or 46" 8' 11 20'x 38' 26'x 39' Y Radius Rectangle.20'x ao 40'`or 46`' 8. ;id.. -..—.-.... . . -6- -- --- ... 2'Radius True EL-16'x 38'x 24• 40"or 46" II / Y Radius True EL-11r x 31r x 26' 40"Or 46•' 8' IF Y Radius True 0.-20'x 44'x 30' 40"Or 46•' 8' II Y Radius Lazy EL-16'x 47 40"or 46" 8' U Y Radius Lazy EL-18'x 43' 40"or 46" 8• Q 7 Radius Lazy EL-W x 48' 40"or 46" 8' Il 4'Radius Rectangle.12'x 24' 40" 6' O 4'Radius Rectangle-14'x 28' 40" 7' 0 2'Radius True EL 4'Radius True EL Lagoon 4'Radius Rectangle-/6'x 32' 40 or 46" 8• II 16'x 38'x 24' 16'x 42'x 24' Figure 8 16'X 37' 16'x 34'x 25' 4'Radius Rectangle-III'x 38' 40"or 46" 8' II 18'x 38'x 26' 18'x 42'x 26' 18'x 38'x 29' 4'Radius Rectangle-tS x 36' 40"or 46" 8• Q 20'x 44'x 30' 20'x 44'x 30' 20'x 40' 20'x 42'x 30' 4'Radius Rectangle-20'x 40' 40"or 46" 8' Q 4'Radius True EL-16'x 47 x 24' 40••or 46" 8' II _ 4'Radius True EL-18'x 47 x 26' 40"or 46- 8' II 4'Radius True EL-20'x 44'x 30' 40"or 46" 8' Q 4'Radius Lazy EL-16'x 42' 40"or 46" 8• Q 4'Radius Lazy EL-18'x 44' 40"or 46" 8' Q 4'Radius Lazy EL-W x 4T 40"Or 46" 8• II - 2'Radius Rectangle �- ^� _ 4'Radius Rectangle Grecian-14'6"x 28.6" —_- 40" , 6' 0 12'x 24' - 12'x 24' COMPONENT NOTES Grecan-16 6- 40 Or 46" 8' II 14'x 28' 14'x 28' Oval Grecian-16'6"x 36.6" 40"or 46" 16'x 32' 7 16'x 32' 16'x 33' 1) Versa-Flex wall panels,2'radius comer Grecian-18 C x 366" 40"or as' a' II 16'x 36' 16'x 36' 18'x 36' panels,8'fixed radius and 10'fixed radius Grecian-19'x 3T 40-or 46" 8• II L16 x ss l 18'x 36' 20'x 4r Ql:) panels ate from Polypropylene PP828-01. Grecian-,s x ar 40 or 46" 8 II 20'z 40' r - ) 20'x 40' p Grecian Lazy EL-16'6•x 476'• 40"or 46•• 81 II 2) All straight panels from 6"to 4'and the 6' Grecian Lazy EL-19'x 46• 40"or 46" 8• II Power Grid panel are from Polystyrene oval-16'x 3T 40"or 46" 8• U API-550. oval-IS'x 3V 40"or 46" 8• II Grecian 3) . ...w• •••••••••••••» ..» ..«..»... oval-2W x 41' 40"or 46" 8' U 14'6"x 28'6" Keyhole Roman End-16'x 3T 40•'or 46" 8' II Roman End High Density Polyethylene HDPE. Roman End-18'x 38' 40"or 46" 16'6"x 32'6" 2'Radius 16'x 37' 4 All an 1s's••x 3s's•' 1s'x 32' ) panel straps for Versa-Flex walls are from Roman End-20'x 47 ao"or as•• e• II 18'6"x 36.6" 18'x 38' Roman End Lazy EL-16'x 47 40"or 46" 19'x 37' 20'x 42' 18'x extruded PVC. 20'x 40' S) • ^•••• •••••«.«••..•..•.»•«••» ••»..�••» Roman End Lazy E1-1lrx4s 40'*or 46" 19'X 41' Roman End Lazy EL-20'x 4T 40"or 46" are for 42"(Matrix)and 48"(Matrix PLUS) Keyhole-7 Radius-t6'x 37 40 or 46' 6• 0 wall heights Keyhole-2*Radius-19'x 36' 40'•or 46; 6) Steel Stakes are formed from material Keyhole-7 Radius-20'x 40• 40"or 46" 8 tl Keyhole Conforming to ASTM A-653 with a G-235 Keyhole-Full Radius-1s x 37 W.or as _s• 0 Grecian LazyEL Roman End Lazy EL Keyhoie-Fuii Radius_18'x 3E _ - 40'•or 46" _ ._8'_ 16'x 42' Full Radius galvanized Coating. Keyituie-''Fell Radius-2o'x 40' 400"or 46" 8' II 16'6"x 42'6" 18'x 45' 16 X 32' Kidney-14'x 28' 40"or 46" 6' 0 19'x 46• 20'x 49' 18'x 36 Kidney-16'x 37 40-or 46" 7• 0 20'x 40' Kidney-20'x 38 1 40"or 46•• 8' II Mountain Lake.20'x 33' _ ___ 40"or 46" 7' 0 _ Mountain Lake-21•x 35• 40"Or 46" __ 8' Q Mountain Lake-26'x 39' 40"Or 46" i i ___ Q Lagoon-16'x 34'x 2T 40•'or 46" 7' 0 _ 36"CONCRETE DECK 3 1/2" 36"CONCRETE DECK 3 1/2" Lagoon-18'a W x 25 40"or 46" INSTALLATIONGENERAL Lagoon-20'x 4T x 50' 40"Or /\/ W 2 Figure 8-16'x 3T —_ 40"Or 46" 8' II U /// ��-'-�-�`-•""• /// 1) Installation is to be done in accordance with all Federal,State Figure 6-zv x 4V 40••or as'• s• II U CSC\ /C�/�i and Local building codes as well as ANSI/NSPI-5 Standard for Q \ \/�\ /i\�/i\\i� m // /// /\/� / Residential Inground Swimming Pool s. cr ° o ///T/\/\//�//\`/ ° `���yT\,�,�\/,v,� James A. Marx Jr. • m 0 \ � � \ //\� a \�\\/\�/\�/�\\�\/\ 2) Pour 2500P.S.1.concrete bond beam around entire perimeter Imperial Pools, Inc. 41 W \/i/�\�/ /\/ Professional Engineer O o /\\� /\\/\ ��\� of pool,minimum 8"deep X 2'wide. g •33 Wade Rd 1 j _ r ���\ �����\�/ Q \\�/�\����� ��/ 3) Back fill with clean porous earth free of roots and debris. 10 High Mountain Road 4 " ° t \\ \��fi�� Carefully tamped,in layers not to exceed 12"thick. Fill pool Ringwood, NJ 07456 Latham, NY 12110 \i/\i\,�\` i /�/ with water during back filling. Water level should not differ _ _ \\`UNDISTURBED z \UNDISTURBED \\ from back fill level by more than 12". A ,q� .............. �••�•••• »•••�•�••�••••» Q .3 \\/\EARTH , Q M N ., EARTH /T\ 4 _. z Y �y/�\\/�/ //\ J 4s" L \\�\\��\\�/� /���\ ) Pool system is not designed for earthquake or surcharge MA Professional Engineer Lie 36363 Q _ I ° /\\ loading(i.e.neighboring structures,vehicles,trees,equipment, POLYMER WALL POOLS /\ \.(i\\/\\i\\ 3 \\//\//\//\/�//letc.). - _I LINER ° m �//�/�j�/j\//>/ Q VINYL \//\\//\\j/\\/�//\\j/ J LINER 24.. LINER ° \��\\y \� 5) The basic design of the pool is predicated on a typical m \\i\\� �\��\i/�\i/ installation being soils not containing organic clays, eat, ® d®/ (n \\RNXIXXX/i\\�/\\ 9 9 9 Y ,p OF Mq�`� MATRIX 24 \\ii\ humus soil or highly expansive soils;also any uncontrollable � X /\�\// 8'CONCRETE ° \�!�\ �/�\�/i\�/i groundwater within the depth of excavation. If site conditions ��� yG \\i\\i�\/\ COLLAR \\�/�/�\\// /i such as these exist,the pool purchaser/installer shall contact a 4" \\ts"\\\ i\\i\i\\ \\\%�\ AROUND METER OF X \\ \\� local Geotechnical Soils Engineer for additional guidance ` y I P L u 5 7 \/\�\//\/ /\/\/ ° \/ / / // (Soils) g 9 JAfAES A.PAARX,JR. MA TR/X �\//� y��\/��/,y/�\ � POOL \\\\i\\�\\ \\ 8"CONCRETE and direction prior to pool installation- NO.3u3G5 2"POOL \y/\\//\\/\y�\/\\ -'18"STAKE /\\/ \\/\\/\ \ COLLAR 6) Finished decks and/or grades shall be constructed so that Q N BASE \/\//\� \\\ \/�/�\\j\ / / C� \ 4• /\18"/\/\ \i\\i\�\\j\\j\\//�\\/ AROUND FULL \jam\�\ \jam\j�\�\\\/ C \//\\�\\�\\�\\\\/�\\ 18"STAKE .1\�\\ce\/ PERIMETER OF they slope away from the pool coping at a rate not less than v� r r�i�p<v��; REVISION DATE PAGE \ /\\//\\//\\ \i\\�\��\ POOL COMPLIES TO NSPI.S I'4"Per foot. ,F ,,, �„i' w Do z POOL \//\�/%�/ice/ice/i\/i�/i�/i�i 7) Grade site around pool and use inert back fill to limit equivalent `id'V/�L � � 1 8-05-10 1 BASE \\y\\//\y yi/\\/i\\/i\\ ADDITIONAL.NOTE fluid pressure of retained soil to 5016. per cu. Ft.or less. y /S fit'-�-�'�l®� 2IF or _ THAN'CON4 LIL IS ANCE}TO'niE-IVIRGINI OGRArE'BME BAKER POOLOANDUS AFFrY ELECTRICAL 8 PLUMBING .._ 3 •1 CODE.COMPLIANCE ACT IS REGUIRID" ' I ' MA RF_.SIDEN'I-I AL BUILDING CODE; -780 CNIR 8'h I:D. DRAIN CUVFR M.S ASfl A]12.19.8 200"7 AT}-6-NUN APART THE CONSTRUCTION AND INSTALLATION OF ELECTRICAL WIRING.GROUNDING AND BONDING.AND . AND EN'FRAPMENT�AVOIDANCE MOST IW Ii`JSTALLE TED NATIONAL ELECTRIC D. EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOP CODE REQUIREMENTS. ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. ��eR � 62p13 I � I I � oy v I AV ! 7 11p i I 3 o , - I C4o 5Et' p 1 1 I �I I �o 4 >i I I 2R 151__F JAIN 07 f I I I ; I T ��+ t�J�N� iw/�/Ib / S ►� � � as i t I I 4 I I I I I � � 9 + .t, i �' i t k i � � i � � i � � i I i{ ' i _� 1 1 �a l �� .. t