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0059 SALTEN POINT ROAD
thugs& igs 1 III' SAST AMEMN WIN elk noisy MIA Moo TO yn AS Its R A w in:Ems magma Iwo 0,mow- mom mow too-, �;,r , 0-,WAMAW II UK -monsoon b"0"""lips! STAX oz. 1 of!KQ looms,,, I Town of BarnstableBuilding s 4 r Post,Thls Card,So Thatit,ts.V�siblec;From;fhe Street ,ApprovedPlans-Must be,R,etained on Job and:.this Gard Must be,Kept� r BARNSTAESI.�:. ' g ` �: Permit MAM ¢ aPosted U1659, ntil Final,lnspection Has BeenMade r x3 :y a Where a Certificateofi3Occu anc 'is Re'aired;°such Buldm shall Not;be`O,ccu ied until a;F�nalln ection.has,been made„ :r; t p . y Y.: q �: .. g 1? , -,gyp; Permit No. B-18-3764 Applicant Name: Craig Bishop Approvals Date Issued: 11/16/2018 Current Use: Structure Permit Type: Building-Insulation- Residential Expiration Date: 05/16/2019 Foundation: Location: 59 SALTEN POINT ROAD, BARNSTABLE Map/Lot 280-011 Zoning District: RF-1 Sheathing: Owner on Record: AMUNDSON.ANTHONY P&MARTINE P Contractor Name: Craig P Bishop Framing: 1 Address: 59 SALTEN POINT ROAD Contractor,License: CS-109777 2 BARNSTABLE, MA 02630 Est. Project Cost: $4,901.00 Chimney: Description: Air Sealing&Weatherization Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid; 585.00 Date. 11/16/2018 Final: 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 within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents'for,which this permit has been granted. All construction,alterations and changes of use of any building and structures.shall be in compliance with the local zoning nd by-laws a codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orYo,acl and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures byhB g and, Officials are provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 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 Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT EMA Ll S � TOWN OF B,,ARNSTABLE BUILDING PERMIT APPLICATION Map o Parcel Application # �) D 7 Health Division of Date Issued Conservation Division Application Planning Dept.' Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address .tea 9 e c> t n` t2L ° Village 4e,yje, Owner w,v � Address � - Telephone q 7 n 4 1 n Permit Request 70 "0/4ce, .Skier$ in rn 0-XiS-4- ,�urrov�• u�� � Mal-&-An a-d-YD �� IrSquare feet: 1 st floor: existing o' proposed / 2nd floor: existing proposed'' Total new,. Zoning District I Flood Plain Groundwater Overlay Project Valuation 000'' Construction Type ® o Lot Size / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family © Two Family ❑ Multi-Family(# units) Age of Existing Structure ec*-S Historic House: ❑Yes '66 On Old King's Highway: 4r es ❑ No Basement Type: U161 ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Ivy' Basement Unfinished Area (sq.ft) Number of Baths: Full:existing new Half: existing l new Number of Bedrooms: existing Q new Total Room Count (not including baths): existing new First Floor Room Count ► Heat Type and Fuel: &Gnc/as ❑Oil ❑ Electric ❑ Other Central Air: &`Ile"s ❑ No Fireplaces: Existing k3 New Existing wood/coal stove: ❑Yes Zo Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage:W fisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals AutFuXization ❑ Appeal # Recorded ❑ Commercial ❑Yes ITO If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /lea l- Cons 14_1146y, Telephone Number 65 d& 2_3 47 f- Address P d a 031 License# D 4--h S 74416eE,1 ` Home Improvement Contractor# / /6 ')6.7 Email 0/&.5 5 4. Al��/�� � �c ; Worker's Compensation # -7 4gr, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO � 1Sbo S4 o�-Jt e1„ SIGNATURE DATE & /S r — Y FOR OFFICIAL USE ONLY APPLICATION # R DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE �I OWNER DATE OF INSPECTION: FOUNDATION ,X FRAME (c�g /x 7 ytt.�Gf INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL AS: ROUGH FINAL Ig INAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services BAENMUMIC. Richard V.S ' Director Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, /YJ Q� l�¢ /9 I'Y►,t/H:�f S , as Owner of the subject property, t hereby authorize en L a � to act on my beh4 in all matters relative to work authorized by this building permit application for. 6LuLp m lJ-f lea (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are ormed and accepted. ignature of are S' tore of Applicant /�'I a�•�/.�e ��sa� Print Name Print Name Date Q:FORMS:OWNMPIItMISSIONPOOIS Town of Barnstable Regulatory Services Richard V.Scali,Director ti Building Division s�xxsrwsi.E. II Paul Roma,Building Commissioner Masa �, 200 Main Street, Hyannis,MA 02601 CEO www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: umber street village "HOMEOWNER": nam home phone# work phone# CURRENT MAILING ADD S: city/town state zip code The current exemption for"home ers"was extended to include owner-occu ied dwe ' gs of six units or less and to allow homeowners to engage an individ or hire who does not possess a license,pLo3ddeaAat the owner acts as su ervisor. DEFINITION OF HO/ownaee' Person(s)who owns a parcel of land on ich he/she resides or intends which there is,or is intended to be,a one or two- family dwelling;attached or detached struc es accessory to such use auctures. A person who constructs more than one home in a two-year period shall not be consid ed a homeowner. Such" shall submit to the Building Official on a form acceptable to the Building Official,that he/she s 11 be res onsible for aerformed under the building ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility fo comp ' ce with the State Building Code'and other applicable codes, bylaws,rules and regulations. The undersigned`homeowner"certifies that he/she unders ds Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she wiffl comply th said p cedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwelling ontaining 35,000 cubic feet or larger will be requir 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 quired shall be exempt from the provisions of this ction(Section 109.1.1-Licensing of construction Supervisors);provide that if the homeowner engages a person(s)for ' e to do such work,that such Homeowner shall act as supervisor." Many homy owners 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 sego.us problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed agdinst 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification'for use in your community. Q:\WPFILES\FORMS\building permit fomis\EXPRESS.doc 06/20/16 f .li�`�i^' Ft'3✓W'�? �' r��� ����:k°� .. -�,�"�: �� Y v,.� E-.: "- � F:: b'� ,gR�y,S 1 -n�' e C t All y. .if �' r'F ✓v 0 ,. & � a` rc ,.. _. aL ` rgy: i„ sae_. ,, :� »ru y 2 '�` <° ., E DO wo y � : . ✓° 3 s'' a a i w,r r .!,�( #y ,'Ala A, 2l k§ t1 xz., ; r� �se'?'ff'a�." ♦}" i '` .+Y{� x� j §? 6+ a z ��STIM p�fry. �. s�r�k�` a'' y �>F•, 3 - ks, my z x�'3�r, ' 011 ;. 'F �,�.4st ? �� n:, �����V}��._ a�` anv'�` •�. ��".. �S 5-,F ..1` a; .. .�,�� y k k-� `�" t � ,;a � a if►Atmi �t d 3' a � µyx r. 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L........i.f......ff.. _.r__.._.----____ ........................ ,—........_._.... .................... ........................................................................................... ............ ..... ..... .............. ..............................._...... ' II ul I I; ! I ! I , I ! t6'-6' Existing Deck Sunroom Replace existing sliders with 9 Marvin Uldmate Casements and t Mahn Ultimate Sliding French Door Living Room 5/1/17 59 Salten Point Rd. Sunroom windows/sliders 1/4" = 1' i 1 (3g5407 00' /1 TO CREEK> / l LOT 1 Q / / 1.46t Acres 3� 1 (47,875f Sq. Ft. Upland) O / N II CONC. p FNDN. o C; TF 33.4 I 332� I V i + Q' O (295't TO CREEK) N Q� I 378.20' JOB# 04-297 FOUNDATION PL 0 T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY PREPARED FOR: LOCATION 59 SALTEN POINT ROAD BARNSTABLE, MASS. �I DN PER SS ON SCALE 1" = 40' DATE MARCH 1, 2005 REFERENCE PB 90 PG 79 ASSESS. MAP 280 PCL 11 1 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ���lH O �dgss9c off. 508-362-4541 � ARNE y�N fax 508-362-9880 p H. down cope engineering, inc. " OJALA y C No.26 CIVIL ENGINEERS ,'�l �OFE aP LAND SURVEYORS /! ��"'�7 rl%� 939 main st. yarmouth, ma 02675 DATE REG. SURVE R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' 01 ( 9� Permit# � 5 1- f e; � Health Division Lai— �J w�k ��. ` ` ` i f p P 9 Date issued FF* , Conservation Division U - r Application Fee /Dt a Tax Collector eeerm Pit F 6 Treasurer /�0•40 o°�,c,�i'�y3 Planning Dept. J Date Definitive Plan Approved by Plening Board CONNECTED SEWER ACCOUNT Historic-OKH ` c Preservation/Hyannis Project Street Address lJAFf4.) Mill r IR0110 Village 9APYS Cf- r+ Owner ,&o 4-�S4 Address& r 4 -(N Telephone 79 13 Permit Request " ##=C S17VCb#'h &L:/:,V:.O:& pan, w4� ev, Pam+r ) Square feet: 1 st floor: existing proposed e3Z00 2nd floor: existing proposed Z zvo Total new ,-,,3 Zoning District Flood Plain Groundwater Overlay roject Valuation Construction Type Lot Size 1�/lW0MA. y?,�r'/S*#Grandfathered: ❑Yes Lq'I�lo If yes, attach supporting documentation. Dwelling Type: Single Family A/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Ua'No On Old King's Highway: a es ❑No Basement Type: YFull U116'rawl ❑Walkout Y05ther 6 r6yt jrk.b Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: /Gas yp ❑Oil ❑Electric ❑Other Central Air: /Yes ❑No Fireplaces: Existing — New 3*us ✓,--"1 Existing wood/coal stove: ❑Yes J8f No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing L new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# �— Recorded❑ Commercial ❑Yes YNo If yes,site plan review# Current Use gefl4fta— Proposed Use VgIbAy-- BUILDER INFORMATION Name ®/,1 �f.��iz�vJ Telephone Number S06" 3(e�" �� l Address 00 5m-,I P01"n l PA-IN License# 65 M d 7�p 1�/t-a�vs*i6C Mk 0 a-(6 3c) Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO?�0y14L1 51:�S SIGNATURE DATE A /7-hoY —T ' FOR OFFICIAL USE ONLY S PERMIT NO. DATE ISSUED MAP/`1PARCEL NO. f ADDRESS VILLAGE OWNER + + r DAT&OF INSPECTION: ` FOUNDATION OK FRAME -off' VZ ere oK _7 INSULATION' _ 'ti - • i FIREPLACE i ELECTRICAL: ROUGH O FINAL j. PLUMBING: ROUGH m - FINAL , r GAS: ROUGH' a FINAL' / FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. NE �tti Town of Barnstable Building Department - 200 Main Street BAMSTABLE• * Hyannis, MA 02601 MASS. 16�9 (508) 862-4038 Certificate of Occupancy Application Number: 82547 CO Number: 20070078 Parcel ID: 280011 CO Issue Date: 04130107 Location: 59 SALTEN POINT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Village: BARNSTABLE Gen Contractor: PERSSON L JON Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 0 0 Buildi epartment Signature Date Signed � r _ti 4 a : ._ a 4r kdF.d"!W` ���•.e" -,--�.M1..E7!,w-.:. � J4'�<. `,i .j;-•�ss tee.-"'�.;a�:,� .X`x••;,.z,�,�,.'4',.'wV�,�' .°��a,:"r .. (� . i BLOCK LOT SIZE �•,K"J• A DEVELOPMENT DISTRICT BA ,,. PERMIT 82547 DESCRIPTION NEW WOOD FRAME HOME CONSTRUCTION PERMIT TYPE BUILDR TITLE REBUILD AFTER TEARDOWN CONTRACTORS: PERSSON L JON Department of ARCHITECTS: Regulatory Services TOTAL FEES: $2, 145.56 BOND $.00 CONSTRUCTION COSTS $491,600.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE 9*D ' BABNMBLE, • Mass. �► 039. BUILDING DIVISION BY I -ytt,d.....,, DATE ISSUED 03/03/2005 EXPIRATION DATE ` TOWN OF BARNSTABLE :..G. BUILDING+fRMIT PARCEL "ID 280 011 GEOBASE ID , 18859 ADDRESS 59 SALTEN POINT ROAD "' ' PHONE BARN STABLE ZIP - LOT 1 BLOCK LOT SIZE DBA DEV'I,OPMENT DISTRICT BA PERMIT 82547 DESCRIPTION NEW WOOD FRAME HOME CONSTRUCTION _b,~ PERMIT TYPE BUILDR TITLE REBUILD AFTER TEARDOWN CONTRACTORS: PERSSON L JON Department of ARCHITECTS`.-----� "" `- ry.. **AL PEES: •1 2 _ Regulatory Services . BOND $.00 t CONSTRUCTION COSTS "91,500.00 , ` 101 SINGLE YAM HOME DETACHED 1' PRIVATE fp* Ota * B"NS AB><.E. • ��MASS. S A1� E�Mp�l BUILDING DIVISION BY l �' -rtic_d DATE ISSUED 03/0. /2005 EXPIRATION DATE ' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY.OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OFPUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POSTTHIS 1 , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ,z 3 d� 3 lCC// 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT rlA/� 'i 07 2 'Q_ I.3 BOARD OF H9ALTH � OTHER: tA SITE PLAN REVIEW APPROVAL 4 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS , THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR 13� VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. - I v '- s oFTHEip The Town of Barnstable 6A RASS. E. MASS. - Department of Health Safety and Environmental Services 9 � • t639. �0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Fi no.' Location .51 Sc ', h 1"oi L+ d Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �eck Cr«, r s 4 4-m I00'e-- J Z tck Aec)e% At, �\ l.Jood (�4-V e Ail 1 ` A n2etled an �+W'r k►� ." y�3y Please call: 508-862-403�9-for re-inspection. Inspected by .P Date Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:New Residence CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: Single Family DATE: 02/03/05 DATE OF PLANS: January 26,2005 PROJECT DESCRIPTION: Persson Residence 59 Salten Point Road Barnstable,Ma. COMPLIANCE:Passes Maximum UA=722 Your Home UA=721 0.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2924 30.0 0.0 102 Wall 1:Wood Frame, 16"o.c. 4114 19.0 0.0 195 Window 1: Vinyl Frame:Double Pane with Low-E 533 0.340 181 Door 1: Glass 335 0.330 111 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2800 19.0 0.0 132 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 1995 MEC requirements in RES checkVersion 3.5 Release le (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkInspecrio hecklist. Builder/Designer Date G 'y f REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release le DATE:02/03/05 PROJECT TITLE:New Residence Bldg. I Dept. I Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation I Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.330 Comments: Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a i 3"clearance from insulation. I Vapor Retarder: [ l I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. ( ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] i Ducts in unconditioned spaces must be insulated to R-5. i Ducts outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. S Temperature Controls: [ Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable solirces. Pool pumps require a time clock. Heating and Cooling.Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. J Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up too 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) JOB220-5 SO Yy TAYLOR DESIGN ASSOC., INC. SHEET NO. 1 OF 28 Barnstable Road / ..,- HYANNIS, MA 02601 CALCULATED BY (C-T'T OAT As' C `�_ TEL./FAX:(508), 790-4686 OF CHECKED BY cl c - A T i .) �C POR O 1✓ `=SCALE �G ........_. ............ .... 2 L +V t Ir✓.Lr... C _l.u.ac [t Z14ocs p5 ._ /4c.�J v t-�_� . 1 ..... Yj ..... �� r�.c- �i / C tl�".�- t C,o > .......1 7O. J p�-.f . p a T .... ... z S C..LCd 7-.'.1 l G[ -L . 7..... ...... cam/ �t — 78�+ ZS .. .......- ........ .... ........... �,/ ...... t4f f z ....��a -t c- _ :. ._ Z1.47__f r .. L. -30 .. .. ... .. t� �r l l C�ar c r. ...... ...... ........... ..... ..... ..... . ; . .......; . . t z.1.. ._ ._.__.._..2._-__.G • �G ��YV l\��i TAYLOR DESIGN ASSOC., INC. JOB C��'n�Gt gv 28 Barnstable Road SHEET NO. OF ( j HYANNIS, MA 02601 CALCULATED BY ( 7� DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE `�- T ►� > ALE .... _.. . zc� c� r � c, ................. . o . .. Z cZi.7 �Z 'l I 66 s 17 37- a `L 4 .. �. Qv�✓ . . . ....... f?•. .37 _..__.. _............_`..... .......... - ..........................._...... ..... ..:. g ..... ......I . ................... Z Z _.............. 4 J€ .............. ..... ._., 143 . .. 3 ��. �i / �r .... i g �737... ......................._ ...... ._...._. .. 3 _... �.<—.. . f JOB rCf � �(�O VIL ©C— �Y� TAYLOR DESIGN ASSOC., INC. SHEET NO. OF cJ 28 Barnstable Road QC HYANNIS, MA 02601 CALCULATED BY �-�Y DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE ...... t _CAS? i \ ► is (` r ..... �.O67G: . .. i� ........... Gc- CiJ-k tCp ... _. c3 ...... ..................... ........ ..... __z 8_.L..3 Z._.....'.. _._ 2..... s Z o C) ....o....... .. ... ..... o. i t .......... ..? .. . . . C. i ... .. .... ... ...... .._ .... .. ....., --.._...._ .......... ........ .. :.. .. ... ...... .. .. .._. .... .. i --- -.... .. .. .._....... .. ..... ...... f ............. .......... ......_..............._........_.._................. <....� i TAYLOR DESIGN ASSOC., INC. JDB� s` 0"j 'cs 0 28 Barnstable Road SHEET NO. HYANNIS, MA 02601 OF TEL./FAX:(508) 790-4686 CALCULATED BY �-y T DATE=p CHECKED BY DATE SCALE -� i 7...................... Rt�yvl C .. � t �74 k ICo `. -i` _ E) . yZ:.._....... .. II_. ..... rZ f C9 f . .......... .. i -�_....._.. ...... - - _.... - ..... . �. J .i 4 ...�.. �e qf � 2$` _. . ._ . `.. 4 a .Ciz, .�?:ice: , ....... .. ..... 2 a_c...........`.. i�................ .... x ' - 1c ........... . S ...... g.. Z , �z 2 S� o �14_ :w L_. . Li 9:-7 _ n r.. a._.. - .. 5 T #. . ..........- . ...........ICo . .... Cam' .......... - " ....C,S I C. Co '-Z �" << o : ► JOB��r R.J.�� �'\3. TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 28 Barnstable Road /� _ HYANNIS, MA 02601 CALCULATED BY ` 7 DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE SCALE ... GP_�.aJ `7 .. .... 9�4 'S+►` C0..... c?�y v/Q vF .. J. ..... ............... . v z4 0 Z... _ i 76 ... ... .. .. . .. . . ;2! z L i. pit r ... .. ... .... ... ...... ta772. Zr ... 0 ... 3 �r . ......................................._.............;............:................._......_...._......€......................... ..... ..... L Zs d...... .....GJI ..........�.__...............�.._�.__._.._...._...._ Z '1..._n...,...._C....;..........._......_._ ............................... 1 nc TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 28 Barnstable Road HYANNIS, MA 02601 CALCULATED BYE DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE _Z> SCALE ............ ...................... ........... ................ ..... ................... ... ............ .......... ............. ............ .......... .......... ........... ............ ...................... ........ .......................... ............ ............. ............................ .......... ........... ........... ................ ............ r........... ............. ............ ............. .......... .......... .................... ...............................- . .............................. ...................... . ..... is M .......... 0 + Isi........... .......... ............--; - :..1.1--1 - m...............- ... ........... ........ ............... .......... .......... .............. 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SHEET NO. OF 28 Barnstable Road _ HYANNIS, MA 02601 CALCULATED BY �7 T' DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE S�i�YErv�F •a 7 -5-rA<3 Ltz SCALE ..... ... ..................._ 4 m.-c s r'--.. S. A�—� I�4.__ Lv_r r4. ..... '........ 'b Y`-►�'( . z .� 14 .... .. 3© god �r� p � .... 14¢._.. .� ... . `Try-�( Z xa e t.z c.r 37 t4 3 . ... . . Abo i4 .... 7° . __ / _ ...... ...... _ ........ .....:... Q _- + _ _ g J [ t Cry V . l..... ...._:.. ..._.:....._......:.............:.............. :.........-- .....S.. ._........__. � . 3 5 ,- 8 Z 3 +z 1.9 �J z .� ................. ............ . ..... .... ...... ..... ...... . .. ... sZ ZLI 57 �r•► .. ;.�I _ ,.... `�' .... 1 /I 2x SSA , ... . 3-Z:.. 39cC G- 0 � 13 1 z 3, .. ... 3•Z TAYLOR DESIGN ASSOC., INC. JOB 28 Barnstable Road SHEET NO. OF HYANNIS, MA 02601 CALCULATED BY C-7-7- DATE (- 15- CS TEL./FAX:(508) 790-4686 CHECKED BY DATE rrALE ............. .......... �7 .......... ................... ........ . ....... ............ ............ ............ .............- ........... .......... ................ .. .. .......... .............. ...... .............. ............. .......... ............. .................... ............. ....... ........................... .......... ............ .............. .......... ............ ............ .......... ........... ........... .............. ................ .......... ........... ............. .......... .......... .. ... .................... ............ . ........... ........................ .................. ............. ................ ............ ............ ........... ............ ........ .......... ............. ........... ................................... .............. z....... ............. ........... .............. ............................... ............. .......... ............ .............. ............. .......... ...... ........................-.......... ............ .............. .............. ...........; . .........- ........... .............. .................. ......... .......... ............. ........... .......... .......... ......................... ............ ...........-..............................- ........... .............. ............... to . ...... -:64: ............... ........... ............ ............... ............. ...................... ......................... .......... ............. i-cal � K ............ ................. .......... .......... ......................... ............. ............ .................... ........... .............. ............, .......... .... .................................... ................ ............ ............. .............. ......... ...... ................ ....... ........... ..........- ....... ...... ........... ........... .............. .......... ....... ...... .... . .......... ........... ...................- ............. ............. ...... 71.. ..... ........... .............. .............. ........... ......... ................. ............ .............- ............... ............. ......... ............. i ill ......................... ............. .................. ........... .................... ........... ........... ............. j.,.......... ..................... ............ ............ ............. .......... ............. .......... .......... At ................... .............- ................ .......... ............ .............. .......... ............. ............. ........... .......... ............ .......... .............. ..................... F Jos — TAYLOR DESIGN ASSOC., INC. SHEET NO._ t 28 Barnstable Road of HYANNIS, MA 02601 CALCULATED BY TEL./FAX:(508) 790-4686 � ^-� CHECKED BY DATcl T r J R D `✓ &CALE tcc T-T, ........... dam... ...... oy _.. y� mac, c U6 Z4��? . S . \. 5 S...mac_ ... ..... __ . .... �4 !17 f .. 3t�o .. .. tI87 3 Go W ... oCo.pLt 1 7 ( w JOB �C �Oy`, l`�E ji 0jfio TAYLOR DESIGN ASSOC., INC. 28 Barnstable Road SHEET NO. OF HYANNIS, MA 02601 CALCULATED BY- ��-T DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE TCXALE r�1 5 ; _. zLIDI _... fo Y y / z ? per- -� ..4 8 lie 2 [oi...8� .... 7 4 . . .. 9 l ) . i orr: � 3 o Z 4 ..... . .. .... C= t ........ /3 7P`r .._.. 9, ' -- 333Z- 3 ��8 r ...._. .. ......... . ..... G � ...... n - 1;8 2�7 _ h 3 f- b r .. .... X) Jo cIvC L TAYLOR DESIGN ASSOC., INC. SHEET NO- OF_ _:� 28 Barnstable Road C_ HYANNIS, MA 02601 CALCULATED BY �-?�7- DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE � q-rvS7A* L)U SCALE ...... ..... ... _.�� ..._... .... axe 4..cs5 (..2Z > Z tz. �'_ 8_ g.._(r2 .. 3 . ._ ..... .. .... ... ............. . ..... j F 7 _ ...(21 . 1 +4c. ra c r1 .-1 G .... ........ zz p ,. ........... ............J ................ C, 2 . ........... .......... ............ ........................................ ..... ..................... ........... ._... =_-. ..._. z8. Z .... 8 � .._... JOB S, o �5 t o c5vj c : ©cr TAYLOR DESIGN ASSOC., INC. � ' 28 Barnstable Road SHEET NO. 0E— 4- HYANNIS, MA 02601 CALCULATED BY c7 DATE 1 - I4-o TEL./FAX:(508) 790-4686 CHECKED BY DATE SCALE _.... .__ 171 10 i I Z �4i Z._J 77 .... r .... _ 1'A � �zr� > Q_I �L12S .... .. .._. _,, �! t' !. �.� _ ... .. ..... - �- S_.,� 3 . . �� .. .. o ....� 41 2 5` c ..............:. f;. ' ............. �►9? t . ... ........... r __...... �� R 2 <.... .. ..... .. _.:........ ... ......... ........ fC� 'Cc .... iZ�J .. ..... is ii a z x cc.. t TAYLOR DESIGN ASSOC., INC. JOB SSoYJ C-5 28 Barnstable Road SHEET No. fl HYANNIS; MA 02601 oF _ TEL.JFAX:(508) 790-4686 CALcuLAreoeY �-� `� DATE CHECKED BY DATE SCALE ------.......... ........... ........ .. c C v/ A vcO.3....<Pc_ .F F L✓ ..... 4CT � . C�.. . f... C.c fS+a co 3 ..... [ p�r / 60 7 A� .. .. ( �P . r ........... ..... ...... ..... ... w Z .......... _ a 1+ 178 n �r at ._..M, a„�wSAeets)2o5-1(Paddedl _ 4, W 7 TAYLOR DESIGN ASSOC., INC. JoB 1 T=►�J 28 Barnstable Road SHEET NO... OF HYANNIS, MA 02601 CALCULATED BY_ G7-T— DATE j ' o S— TEL./FAX:(508) 790-4686 CHECKED BY DATE 5-9 " SCALE ...... Tc�ee1`2 ir r"t .. z 4 c + 1 J . ... .:..... 7.7. .... ...... ........ . i 3 .. _ 8 . z = c.. _ z,..... �b _ .. i .. Zo._4 . 3 jiJ _. zv 7 , T 47 _.. • JOB =1`L ��/ TAYLOR DESIGN ASSOC., INC. SHEET NO. / OF- 28 Barnstable Road HYANNIS, MA 02601 CALCULATED BY C T' DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE SCALE ..__ .. ..� l2-S. . � w R. YLla�r�t �.r----7 _. . 4- ;. .._ 77F 0 �a 4- 14 2- - .. 3.. 14 3 4. / i . - ............................ 3 .. .. . , : . . .......... r .. P - i u 2 .... . 82 S 3 . ... IZ = 39c ..... ... .... 2 �,� `fin, `� ��, IJ .. . . r y. . Jos�. TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 28 Barnstable Road I _ HYANNIS, MA 02601 CALCULATED BY C-7 ( DATE TEL./FAX:(508) 790-4686 CHECKED BY DATE 4 T E/J a T R Syt6SALE Z-_... Z:7 ....... .. 3 Z7 C .....'Zc i Z ccv o _. 3 2� two .. . Spy i r _ .. ... 01 2 L.K . z� .......... . . __..... ._.. c.� l9 x 2z ..... JOB kV TAYLOR DESIGN ASSOC., INC. SHEET No.__ �T of 28 Barnstable Road HYANNIS, MA 02601 CALCULATED BY �-� T DATE PHONE & fax:(508) 790-4686 CHECKED BY DATE l <5�L -C`�, �:Y OVO -7�> _r CALE ....._ '�j�� .. tV. � . Via, _ e _ __ , _ ►3�,�., ,� __ _ l 13� L > .... N +K y _ / cal Co lc g rA G.._ ..._.... t2fi4e� ..... � � r t�xz ... . .. SC� tom. y r ... ..; . :.. 4 .... _ 3 ........ _.. 4 r2_ 8 3" 4— ... ....... t e z^^o .. . c.... �. Co I �. 2 ,7 l p �3 S n �_ Z4 1 �-1 �� Z 4 .... 0 `RDDUCT 204-1(Single Sheets)205-1(Padded) �•. . I JOB � 5 S o +—) Xc2c-'5c�—:) TAYLOR DESIGN ASSOC., INC. SHEET NO. I OF 28 Barnstable Road CALCULATED BY GAT HYANNIS, MA 02601 DATE 3 PHONE & fax:(508) 79{0-�4686 CHECKED BY DATE Pc\JA/W57'rfj(„5CALE - om P Z- . 3C;) ` cg6" (� .... . _ 4- C z _.l k . ..... U l4.................... �.a 3 ... l2x 3 c .... 4 __ 2. ... . .... 3. .. . .... ..... .......... � q Z,4 S .............. ...._ .._.._. © z� C ..... Z,!L C_emsc. .... .. 1k 8 SrL ... Zv K _z3-►3C� � _ ( � PRODUCT 261-1(Single Sheets)20551(Padded) . I JOB V 2 5 5 dry.) TAYLOR DESIGN ASSOC., INC. SHEET NO. I OF 28 Barnstable Road HYANNIS, MA 02601 CALCULATED BY >� DATE c PHONEE& fax:(508) 790-4686 CHECKED BY DATE �� J A-C- 5A-rz4J57A-4ol-&CALE _.. ...... o e� ... .. .. 3 .... .......... 20 ._... 38.E 3z __.3 ..... . S. 4¢ ......_: :. ............ 774K .. S Z4-o J C 14.:� _ . ... 7� .... Z .. .. .... ........ .......... ......... ... PNDDUCT 204�1�$ngle Sheers)2DS1(Padded TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r v f'�!' `�sr• 'f A.) pa do 6� . ir_IT l Z jf7,U�( Map v Parcel Permit# SS Health Division _ /7 a L/ Date Issued Conservation Division �0 Application Fee Tax Collector 7 Permit Fee � � . Treasurer i MAST p8TA1N A Planning Dept. t�t �Y�I' ` VERAGGG%MT Date Definitive Plan Approved b Planning Board ' Historic-OKH reservation/Hyannis Project Street Address Village Owner JDA bLe, bf� Address iQ 5kT&4 Wn/ thM, XhfnSk�Lt, 063470 Telephone SD fs- aa- 1 - $3a 7 Permit Request---- 1/�4 n A-iZOr.) Q& j Square feet: 1st floor: existing proposed a %3v 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay, Project ValuatiJ 001-D Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two FamO ❑ Multi-Family #units) ) t Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway.:° ❑Yes'c :❑No Basement Type: 3/Full & rawl ❑Walkout ❑Other a 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 F el: 1 Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �lo P 9 9 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeal7Nto rization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name JC Q Fegs5c),� Telephone Number s®9--,a l- Ua-7 Address �O SmAO�J POir4 l- 04-0 License# CS 06-3,476 MA- Qxw 3 D Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO , Z� SIGNATURE C/ '� DATE FOR OFFICIAL USE ONLY r - ' PERMIT NO. ' DAATE ISSUED - lv'6/PARCEL NO. Y ' 1 ADDRESS — VILLAGE , OWNER DATE OF INSPECTION: n, �- FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH = P FINALS- PLUMBING: ROUGI{-3 i FINAL GAS: ROUGH FINAL FINAL BUILDING r° i N ' DATE CLOSED OUT ASSOCIATION PLAN NO. — s f� /1 sue— HE Town of Barnstable ....... Regulatory Services xrtsTAsi E; :Thomas F;-Getler,Director sA - 9 MASS. 1639• a,0 Building Division rfD MAC Tom Perry,Buildingmmi Cossioner 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: L -7 l/ TIf L �n JOB LOCATION: ,;—I )i/ � ��i �r �/Ki'�l'1't ry L O)L(o J number 1 street village "HOMEOWNER': :fon I� SS�� :fin 36a 1`{13 _ioi-xwf3a7 name home phone# work phone# CURRENT MAILING ADDRESS: (bt A1T_ 9AA ---- - 4 --—----- - 1^�l -.. _-----f G�3 c�-------- - ----- 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 s_pervisor. 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 buildingT rmit. (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 ement l ature 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 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 form/certification for use in your community. Q:forms:homeexempt APPLICANT AMSS•O1V TO MY BARNSTABLE, 1-.0 LDTf 7 2004 iJ L �. Vo, > 4; 3 V _" w f JL 40 40711 7 S Q ca 37e ,?a r.J- 1 4 � f LOT ?6 .► ..v FLOOD PANM 250001 egg3 FLOOD ZONE' �rC,_- DACE!) !.here:by cer tjf? that this mot tNa e Inspection plan ryas prepared .tor=° Plan is Por GOlINTRDE SOME LOAN Bank Use Only T'he location of the building :shown does -,NZ fall within a special food hazard zone. ]DEED RED' = Per taped inspection it.appears the location of dwv111ng does .,,.,.___, conform to the local by-laws 1h effeet'at the time of construc4lon with respect F � , to horizontel dimensional setback requirements 249.,,,.-- ., or is exempt from violation enforcement action under Alas General Laws Ch. 40A -Sec, 7. So e 1t? 1,. — i_ _ .F'?' Referenced Deed subject to and with the benefit of all rights rights of i+u easements, reservations Q/- and restrictions of record, if any there be and insofar trs the san'a errs of legal force and effect Date: &1 0�—•_®— 'XrA$ JWD rhea structures on this inspection were located by tape net instrument and are approximate only. An actual survey is necessary for a precise determination of the building location and encroachments, If any exist, either xpay across property lines This Inspection must not be used for rewording purposes or for use in preparing deed descriptions and most not be used for vmriance or building plan ,purposes This inspection must not be used to locate property tines. Verification of building locations, property line dimensions fences or.lot configuration can only ba accorr+owed by a» accurate instrument survey which may reflect different information then what is shown hereon. This .inspection is not to be used.for any ur ases other then more ago. Yankee Survey accepts no responsibilityfor damegcs result` from said reliance. nf�alv�� see-4ze-aos5 f SURVEY CONSULTANTS �'+, sae=�rzo-5s 3 WIT 1, 40 INDUSTRY RD, MARS?"01VS MILLS, MA 0.2648 37007 JS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �4 Map 45R RQ P rcel Permit# ` 7S '�Oealth Division Date Issued 9 a' 4onservation Division a rtl �� �J Application Fee Tax Collector Permit Fee 1 Treasurer Planning Dept. CONNECTED R ACCOUNT Date Definitive Plan A d b BoardI1�lging ° Historic-OKH reservation/Hyannis Project Street Address SQ '5;�/ C ! �)4N/'7— ZZ 4)3 Village 9&ei5'/ 1.t Owner . -10rJ f� 5 Sow Address F50 5x& )1?44 - K4vfe✓;/,k;6 Telephone Permit Request i�A-6, `Lr UIse Square feet: 1st floor: existing r proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Typeb<.,t,0 60 S j Lot Size `�� Ci&r-o Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family U Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes &11o' On Old King's Highway: ®'Yes ❑No � r Basement Type: W'F��ull ®'Crawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new , Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas LiKO it ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �� �We,DA Telephone Number 5 a'R 3G 413 Address` ? 5 k�. ���� " V-11. License# 0 ne3)1(o `JV,4 VAS �?�.30 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO BPT, SIGNATURE DATE ?f—122 4 FOR OFFICIAL USE ONLY ' PERMIT NO. - DATE ISSUED MAP/PARCEL NO. ADDRESS - VILLAGE. OWNER DATE OF INSPECTION: FOUNDATION f - FRAME - INSULATION FIREPLACE •y ^R ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH ® :0F FINAL- , m /. GAS: ROUGH 0 FINAL FINAL BUILDING Q r _ I DATE CLOSED OUT " r . ASSOCIATION PLAN NO. x ' I } r i °F ti Town of Barnstable ���. Regulatory Services s E&MgWLE' x Thomas F.Geiler,Director uka 163 p 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 pf�s-5 0 ,as Owner of the subject property hereby authorize. U"j to act on my behalf, in all matters relative to work authorized by this building permit application for. �9 5��Ai bltt r ILd 0 (Address of Job) i afore of Owner Date pw� Print I'dame Q:TORMS:OWNERPERMISSION Property Location: 59 SALTEN POINT ROAD MAP ID: 280/011/// Vision ID: 21503 Other ID: Bldg#. 1 Card 1 of 1 Print Date:11/12/2004 10:43 CURRENT OlfWF,R = ` TOPO. UTILITIES STRT✓ROAD LOCATION _ CURRENT ASSESSMENT ASKIN,CHARLES G&MOLLY M r!EE 1 aved as Description Code Appraised Value Assessed Value %SCIBELLI,MARK L&CATHERINE A 1 II Public S LAND 1010 729,500 729,500 8,01 100 HERRING RUN DR ESIDNTL 1010 194,100 194:100 ENTERVILLE,MA 02632 ESIDNTL 1010 800 800 Barnstable 2005,MA SUPPLEMENTAL DATA ccount# 188594 Plan Ref. 090/063 Tax Dist. 100 Land Ct# er.Prop. UP FY06 #SR Life Estate VISION DL 1 LOT 1 Notes: DL2 GIS ID: 21503 Totali 924,4001 924,400 RECORD OF OWNERSHIP BK-VOLIPAGE SALE DATE qlu vA SALE PRICE KC. PREVIOUS ASSESSMENTS HIS TOR10 CIBELLI,MARK L&CATHERINE A 18791/281 07/02/2004 Q I 1,412,500 00 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value ASKIN,CHARLES G&MOLLY M 10057123 02/15/1996 Q I 360,000 2004 1010 729,500 2003 1010 384,700 2002 1010 384,700 AMPBELL,STEPHEN M ET ALS P1175-El 09/15/1989 U I 1 A 2004 1010 220,300 2003 1010 176,400 002 1010 176,400 AMPBELL,ELIZABETH M-792 7595/146 Q 0 2004 1010 800 003 1010 800 002 1010 800 AMPBELL,ELIZABETH 2474/261 Q 0 Total. 950,600, Total: 561,900, Total: 561,900 'EXEMPTIONS- >OTHER ASSESSMENTS' This signature acknowledges a visit by a Data Collector or Assessor Year TvvelDescription Amount Code Description Number Amount Comm.lnt. - APPRAISED VALUESUMMARY,, Appraised Bldg.Value(Card) 191,800 Appraised XF(B)Value(Bldg) 2,300 Total.-I Appraised OB(L)Value(Bldg) 800 Appraised Land Value(Bldg) 729,500 .,�._ i., sprrial i and Valve oipioF,idpi M i , , NOTES _. 1 Total Appraised Card Value 924,400 Total Appraised Parcel Value 924,400 Valuation Method: Cost/Market Valuation Net Total Appraised Parcel Value 924,400 , BUILDING PFRMI RECORD ' = VLSI-TICHANGE HISTORY., Permit ID Issue Date Type Description Amount Insp.Date %Com . Date Comp. Comments Date ID Cd. Purpose/Result 35120 12/3/1998 WD Wood Deck 89000 6/15/1999 0 12/10/2003 PM 00 eas/Listed 8/1/2000 MF 00 eas/Listed 5/18/2000 DD 00 eas/Listed 10/15/1994 ME wLAND LINE V.4LUATION SECT ION " B# Use Code Description Zone D Fronta-ge ti Depth Units Unit Price I.Factor 3.l. C.Factor tVb{id. Ad': Nuies-Ad'/S'ecial Priein Adt. Unit Price Gnnd Value 1 1010 Single Fain RF1 1 1 1.00 AC 187,000.00 1.00 I 1.00 0115 3.50 654,500 1 1010 Single Fain RFl 1 0.46 AC 25,500.00 1.83 R 1.00 0115 3.50 75,000 Total Card Land Units 1.46 AC Parcel Total Land Area: 1.46 AC Total Land Valu 729,500 Property Location: 59 SAILTEN POINT ROAD MAP ID: 280/011/// Vision ID:21503 Other ID: Bldg#: 1 Card 1 of I Print Date: 11/12/200410 CONSTRUCTIONDETA SKETCH Element Cd. ICh.I Description Commercial Data Elements Style/Type 04 Cape Cod Element Cd. Ch. Description - Model 01 Residential Heat&AC 11 Grade B- Custom Minus Frame Type WDK WDK 18 Baths/Plumbing WDK tories; 1.5 1 1/2 Stories 101212 Occupancy 00 CeilingfWall WDK 16 BAS Rooms/Prtns 11 4 5BMT25 Exterior Wall 1 14 Wood Shingle %Common Wall 21 2 all Height 4 7 Roof Structure 03 Gable/Hip 17 FOP 25 1 R 03 Asph/F GIs/Cmp oof Cover CONDO/MOBILE HOME DATA FHS 15 11 RAR terior Wall 1 02 Wall Brd/Wood 10 22 GAR 22 35 2 8 4 AS 2 Element Code Description Factor 18 Interior Floor 1 12 Hardwood Complex 12 2 Floor Adj 21 14 Heating Fuel )2 Oil Unit Location 24 FAT AS eating Type )5 Hot Water Number of Units BAS 217 27 AC Type )i one Number of Levels 112 %Ownership Bedrooms )3 3 Bedrooms 16 Bathrooms 5.5 3 1/2 Bathrms 'COSTIMARKET VALUATION 6- 19 15 5 3 Full+5H Unadj.Base Rate 86.00 Total Rooms 7 Rooms Size Adj.Factor 0.95147 Bath Type I ade(Q)Index 1.13 Kitchen Style Adj.Base Rate 92.46 Bldg.Value New 252,416 Year Built 1945 Eff.Year Built (A)1980 rml Physcl Dep 24 Funcn]Obslnc 0 k MIXED USE con Obslnc 0 (-f)dp Dpvrrintinn Pprrpntapp Specl.Cond.Code 1010 Single Fain 100 Specl Cond% Overall%Cond. 76 Deprec.Bldg Value 191,800 YARD ITEMS(L)IXF-BUILDING EXTRA.FEATURE_S(B) Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value FPL2 Fireplace B 1 3,000.00 1980 1 100 2,300 SHED Shed L 112 8.00 1990 1 100 800 BUILDING SUB-AREA SUMMARYSECTION Code Description LivingArea Gross Area Area Unit Cost Undeprec. Value BAS First Floor 1,605 1,605 1,605 92.46 148,398 BMT Basement Area 0 275 28 9.41 2,589 FAT Attic,Finished 449 897 449 46.28 41,515 FHS Half Story 347 462 347 69.45 32,084 FOP Open Porch 0 370 74 18.49 6,842 GAR Attached Garage 0 462 162 32.42 14,979 WDK Wood Deck 0 654 65 9.19 6,010 Td. Gross LivlEease Area 2,401 4,7251 2,7301BI& Val: 1 252,4161 I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE ' New Buildings $100.00 F e Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment .$25.00 FEE VALUE WORKSHEET NEW LIVING SPACE #U square feet x$96/sq.foot= 7 b x.0041= plus 6m,below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= IRZ- x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft._ 1 '� D IDx.0041= ` ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 `-- >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) x$30.00= Deck -' (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost n_...I1GI AAA - // HR�Ow�G TCO 47-B? 1' 23•_27• 3•_0" 14'_6• 3._0•• 4'_0• OF9 Wj/OG59: �. p ,o DECK ABOVE .� ' `•, �.. $LP4,�/TOiK, // .o' Try `�` � 'I �p ------------------------------------ 'dry '� fiVu �O S• '<S` OS•-,•, '•^• CON�,s'w P v: lh� •,/ '� 54'DROP-CONC.PON.WA SYA'�i s`ey cONc ao�wc ry7 �1Gtab°'h - DECK ROVE pqCF --- ON IG'W.X a().cow. O j», OLSr C LER o, CONTO C F a CONC.FTG'S. `I d•��O' ', / s / D4•;I• a `I !, UFa RO P.4`01 H.Co .FDN.WALL ' FON^I W.%B'D.CONT. G IL_ ••� , ki? R+-, wN.,TES. 8M.PRt. ��� '•�ND GR / - I • 31/2'CONC.51AB ,•\, S STEEL SCAM ABOVE �R.. -• _I_____________ ________ _ , h 6. 3C�'1'G S6'k V `•�• •\ j, �FUS DROP-4'-0'H.CON .FDN.WALL 5TL.COL. FULL HEIGHT p�?,°�G$/2, •<' _�• _ 11 ON I G'V/.X 8'D.NCOND,\'.WAL BM.PRP F° h STEEL DEAN --r- ON IGW.%8' CONT. CONC. 1.X A50VE .�'= n CONC.ffG'S. a , —_ y�y •` •. �- BM.PKT.J 250.00.VERT® e 3Gw O I FU LI G'V/GIT CONC..X 60..Co-I. /HL_ - 9C Y CCNC.FIGS. _________ei3'-&"__e___________ ♦ CFSSh BV.?r:T. I 31/2'CONC.SVS . B 8! Sq.� HOC;r e, 6,-10• s p �C h'-Y�F '� •�•.: `�' 5-EEC_6EAM ' gGSBb°N, ; ,'•`. � ••\ABOVE - 'i-2%12 , am.PU , „ �' ,."♦ •\•O• 5T'EL BEAM STEEL SCAM -�_ n , _ _________ __________ _ 4 �. , • - ry - r-- / ABO\_ —ABOVE BM P ---\- 9M.rrT, _ _ ___ ____________ _ \ , , 7b17 55M7.WDW. ,I ---- ,i 3G'X 3G'X 12'0J 12'-111" 24•- OF VENT 6• m CONC.rTG'.w/ FILLED STL.COL. 3G"X 36'X 12'D. �i CONC.FIGS.All F _'1/2'0A4k CONC. °kh `ILL-D 511.C015 CRAWL SPACE 'CorCp • •i 3"CONC.DUST CAP 4'0'n.CONC.FON.\5 AL Se• PC S1/2'CONC.51A5 36W.%30'n—a ON 16'w.X 8'D.CO.0. -< , 'COvTNw ACCE550PG. CONC.FIGS. ______ 4[ y ' • , o _________ ._________ _ __________ ____ ________________ .N 1 FJLL T C.FDN.WAL ' ' � • ON 9W.X 8'D.I G'W.X D.CONT. , . � �•• ♦ _____________I_ 's Fv aD _____ ONFLS_ _____________ ___ ____________ ________________ 2'O.C.VER .S I w, GARAGE WALL ANGL-`.30 y ' "lGSeb Nµ�[ FRON-.CUSS yveOM 32'-0 18'-0' 4•-0" Ig`0 Z`0 ,ro Y 54._0" o ^� `9•'` � Rpp l°per s. FOUNDATION PLAN N C TYP.-ALL FDN.WALLS-8' , THK. USE I/2"DIAM.ANCHOR NOTE;VERIFY ALL FDN. R HEIGHT VARIES W 2-N5 REBAR BOLTS OR APPROVED ( ) / SCALE u4 =1-a- HEIGHTS CONT.-TOPE BOTTOM-ON 16"W. EQUAL)@ 6'-O"MAX. N A D DROPS AT 51TE-MIN.8' X 8"D.X CONT.KEYED CONC.FTG'S, TOP OF FDN.TO GRADE 9` ALL CONC.SHALL BE: AL STEEL40,000 RE-P5.1.MIN. TYPICAL PER55ON PE51DENCE ?s• s• i FY 3,000 P.5.1.MIN. o• 59 5ALTEN POINT ROAD, BARNSTABLE,MA. 02GGO @ 28 DAYS 7� ALL FOOTING'S SHALL BEAR SCALE I = - APPROVED JDRAWN BY D.O. o• DATE DEC. 10,2004 REVISED ON MATERIAL CAPABLE OF N XtA N OCIA SUPPORTING 1 1/2 TON`J/S.F. Is 28 BARNSTABLE RD.,NYANNIS,MA. MIN. 508-775-43 r—, t FOUNDATION PLAN DRAWS NUrBER I i Ala ' rr 517 Ei? � o 040T,; 3ouf> S . Cj-- bQYS # ` Gov ty{.k {fit u q,�' }�2 5 rt) — T �a/ f vC. FoV- Posy CA). 14 EW ..� Lt�(��, �7�?✓T��l.� STa..��6��- �,,.oe�t���..'(�/�-• GRADE -- ADO f,-W PA,> d 6N to" D�aoTat� y , �- ow txlb IaRA��'E� CS AMR t t ...--- ------- Z`f --------------- �y cnof Lesko FLoox-- a*t l === ====.. ============ EXISTING SUNROOM — — �ch ' --=----------------- ---- Iv �,o,`.. ------------------- _ =_____ ----------- ----..................---...... --- __________ NEW DECK — __________________ ———— —— lim ten— wiMmasu Hoerr._— EXISTING HOUSE -----------------=----- EXISTING HOUSE 5/21/17 59 Salten Point Rd. Pear Deck Revisions 'FRAR} U �����.� C 1 Ole ; SUviro f W1A _ c 1 r ,. =�sf'•; �Y M_ ____. ____.JCS___._ .- _. _-_.y _____-_. ,✓ _. �- - i FIP,5T FLOOR, PLAN BwmAffbk HmBar a IQ LOCUS MAP SCALE 1'=2000't 1 ASSESSORS MAP 280 PARCEL 11 25 7.0 ' r NOTES 1.DATUM 6 NAVD8B 2.THIS PLAN IS FOR PROPOSED MORN ONLY AND NOT TO M1 .t0 p8 ^\ BE USED FOR LOT LINE STAKING OR ANY OTHER 3.CONTRACTORCALLING OSAFE(-BSS-344-72)AND VERIFYING THE M1 ry 4.EXISST C A PRI TO COMMENCEMT OF WORK TING DWELLING IS�CONNE CONNECTED TO TOM SE UNDERGROUNDLOCATION OF ALL TIES I M1 9 i I I Q O ir qq o �m D CK J' 1 _ PROP S E STING 2% 0 AD MON DWELLING 41 PORCH �' 1S GRAVEL I DRIVE R SE I R SE I 17 O a 37B'. ' SITE PLAN Q ° OF n #59 SALTEN POINT ROAD BARNSTABLE, MA > PREPARED FOR LINEAL INC. O DATE: MAY 23, 2017 1 Scala 20' 0 10 20 30 40 50 FEET 11 506-362-4541 V fay 506-362-Safi' ' � I downeopa.mm p d we cope entineerin`,i#c. civil engineers land surveyors DATE DANIEL A. OJALA. P.E.. P.L.S. 939 Matn Stleat (Rte 6A) YARMOUrHPORr MA 02675 LICE #17-123 SMOKE DETECTORS REVIEWED 0 REVISED PLANS (� • ����/ P, BARNSTABLE BUILDING DEPT. DATE �Q. ��� Date: —�/-b 4,Q }4 FIRE DEPARTMENT DATE BOTH SI NATURES ARE REQUIRED FOR PERMITTING 54'DROP-VERIFY AT SITE DECK ABOVE 1 ,~ FOUNDATION FULL DROP r,' - T.O.C.EL=29.0' FOUNDATION , FULL DROP I FOOTING T.O.C.EL=24 NDATION .79 r FOU 6 JN yr /r •� / T.O.C.EL=2.4.7 BOTTOM EL=23.83] ^> ,•ly°NC�A���,1 , bf3r FOOTING /• ,I W g«,, / •_,eoe rGs eb nr c, .� BOTTOM EL=20.13: r� r FOOTING II - L OP P��' ,• •• °`?;/1 cwgyfo r"`n4,x4 tiA /. aN"' ' BOTTOM EL=20.I y-0.' z EXIST.GRADE=25.0' __________________________ a,;' �r/> "rsrF °• e• NEW GRADE=24.0' A. O ° rP c L ,•S `Q 3.° ;• � = ON DRcr- _ — 3 oN q a. Po �, b`n DECK ABOVE ou 1 CONr,FT x.o cDNDu.wnu JP '� '• COL CF OCR p r90 S fRIFf ROFO ED FINV GRADE AT SITE 4 O �FRr�. - r� FULL DROP b�2 •'�•� JS n 9 gf - FULL P,OP-4'-P n.CONC.FUN.—U. S• 51"BM.PRY. E T w °A �% Tye FOUNDATION ON, —.a-D.tour. 4 L. ' • . / •J•- ;`.�b�,"./.�:bn.,rc�/ S . �+ cDN rcs. BM PAT TTO.C.EL=24.7 BO =20T M Sw FOOTING TlEoELx B3Eo 4 31/2'C\O N[.5LA6 m ?w AD BqA • .. _ __._______ _—_ __ _ c_ PY; wsx z4 oR , Cpv a'36, '•,° '�.,. .� STL.-I. 9;G�HIGn- BM.rKTr > Q z = z .Y1 STEEL BEAM rULL DRO'-4=0'II.CONL..DN.WALLoa - Qm N ♦ C FI Y • I_ PULL HENL.`DN.WALL m 4 N(��'C GS'r•J •° AtlOVE V� \,i-__ _ ON 16w.x B•D.CONT. r V' F ohs/Z`"': H.\VV//// .N — �•!� p coNc.Fr65- ONu I-Z ao.wNr. a p 4 II z II FOUNDATION Zw �w . L T.O.C.EL—33.5 z o. RT. •. a `•� 'L.G$ MAIR SPACE _ O Q� C\� xs ool Is r,.ve FOOTI G k •,, -•, 3sN" u n GYT wNc.FDN:w TTOM EL=23.8 . L c) • ° `•.,�CFSS•+pn, '•e° ''• 5-EEL BM.PAT. ON 6}.'.%89. _ I CO 34 . .' , GJNC.PTG5. 31/2'LONL.B V.B - 36'N 3e%12'D. %, CONL.I WC'. l I e B' 10• 6'_IO` BIB corvc.PrG.My ET- ELEVATION 3 I/2'DIAM.CGN 'P F N 1 W p L (1� CrjNC!6�C0 C 'fit '•J, / s x 4°R FILLED srL.eoL. T.O.C.EL=24.7� FILLED STL COL. _ 3-2X 2 VD.GIRT S' Ccy,r'S( •�^ .�' .,:.�I ,STEEL BEAM PJ ______ __ __ _ ____ �P,F SIJF.i -._ ):�.. • '• 3�C-''G- WI2x301501 _ WIL ISO 3TEfL BM.PKT. _ _ ____ '•r sTEEL BEAM STEEL BfAM _' • ' 4'0 4 W �,•i.�, i/ ABO'lE I ABOVE I µMAPKT. AQ ,; ♦ - •• S M' _ __—_—_—_—_ _ _—............—_— —_—_ _—__ - 6M.PKT.' AIR tiFAcf O , ;-.�` Cp°ON� _______ _________ ____________ __________________ W/AIR SPACE _ •—_ 9 • / •.• - __ __ - ]4-3 '• ,' 0 ADJUSTMENT •-� - iO112"DwM 12'D. 5) 36'z 36'X 2'D I Q� • • • L�. •, _ -_ PLIED STL w/ om cONc.FTC'.'W/ Q� _ -IIN 36'% .CONE. 3 I/2"DIAM.LONG. z . ���QS ;�� `' FOUND TION ',� .coL. FILED STL coL. Qm L}I AO ^ CO.C.EL 33.5 I INO cu..4 RG5. � U %49's:12'D. IF 5TL.—L5ED) Q I z JI QEC/Je 2 Z y p. •, CONC.FPGS,w/ 9 -„�. Ind H I;r DIA.n.coot. FOOT NG _ _ z"' Qw Huec sn.tors. j [BOTTOM 23.834 CRAWL SPACE Q� DIM. F(/4 h,� U P�ti= J2� A2v/rl% AwusTMfur n'•, o ccnF h.0 Y O C Cyr 3'CDNC.DUST CAP 4'-D'H.CGNC.FDN.W U. Otz QQ�� � 11,GNC.SLAB _ 36W.x 30'H.-3 ON 16'W.Y.B'D.cOrvi. u Q �AO J�• O� ACCESS OPG. CON[ GS. All nlGn- •rsp FULL HEIsHT CONC.PDN.• ° k e • • • , . F � •;' •,� CON[.fiGS. ___ __________________ __________________ _. r e•'''` s oowELs� ` --------------- --------------- 9 r .. . . . .• _ _____________ FOUNDATION r O.C.veRT. - TT.O.C.EL=33.5�-'------ ;,' •;,• M1 • S ________________ ________________________________________s________________v_______ _ - FOOTING FOUNDATION EX15T.GRADE=3 I.O' • [BOTTOM EL 28 84 r, T.O.C.EL=33.5' EXIST.GRADE=3 1.O' »•°o P TO BE BUILT UP TO MAX. C- NC nP°r`vHe FOOTING TO LEAVE 8"MIN.FROM To BE BUILT UP To MAX. 'FOUNDATION PLAN Rnl7r)M FI=79.RR4] -�•O/ °L�e-k,M T.O.G.TO 4:N/FIN:GP.ADE TO LEAVE d"MIN,FROM T.O.C.TO NEW FIN.GRADE scALE 1;4'= -o' \\\\\\ L4,•/Gw*"� '� GARAGE WPLLANGLE C GseO'C4W 30 05 u wDM nOU5e B4'-0" PLANDATE: MAR. 14,2005 SUPERCEDES ALL PREVIOUS B' 'vc, •• =h NOTE,VERIFY ALL FDN, NOTE,INTERIOR BASEMENT 'O TYP.-ALL FDN.WALLS 8"THK. USE 2"DIAM.ANCHOR O N HEIGHTS AND FOOTINGS T BEDESIGNED 1=O N DATI O I A W/2-#5 REBA R APPROVED 00 GS OU ON PLAN S H I H VANES R BOLTS O� ro' e} O ( E G ) L 9 v� DR P AT SITE-MIN.8' BY ENGINEER FOP LOAD S. `r�0 44 CONT.-TOP4 BOTTOM-ON 16"W. EQUAL)@ 6'-O"MAX. TOP OF FDN.TO GRADE INFO.TO BE PROVIDED BY o• OG' O~27 0 AQ O X 5"D.X CONT.r EYED CONC.FTGS. TYPICAL-COORDINATE ENGINEER O' O 2 2' ALL STEEL RE-BAR: �O� y3 v `S SN ALL CONC.SHALL BE: Fy=40,000 P.5.1.MIN, WITH PROPOSED FIN. NEW RE5IDENCE FOR: 3• B�• O� 00J 4�2� Fy-3,000 P.5.1.MIN. NO CONCRETE SHALL BE GRADE ELEVATIONS o• y~Qj,P AO @ 25 DAYS PLACED IN WATER.CONTACT MR. 4 MRS.JON PERSSON O G' ENGINEER IF WATER ENCOUNTERED SCALE 1/4"= I'-O; APPROVED DP.AwN By D.O. zo• '`AD O, ALL FOOTING'5 SHALL BEAR DATE MAR. 14,2005 1PEV15ED A. ON MATERIAL CAPABLE OF FULL HEIGHT FOUNDATION WALLS 4 FOOTINGS - 59 5ALTEN POINT ROAD - DL5oN oE51GN A550cIATE5 SUPPORTING 1 1/2 TON5/5.F. TO BE CONSTRUCTED PRIOR TO CONSTRUCTION _ 26 DARK15TABLE P,D.,H)'ANNI5.MA. BARN5TABLE MA. 5o5-775-4300 o1e ae ee MIN. OF CRAWL SPACE FOUNDATIONS 4 GARAGE FDN DRAWING NUMBERVen FOUNDATION PLANrj_ I i - T 9. -P 23 1ai` 3 IA6 3 d p ` -P OCEAN I'IEN' MM��9y lox o'er •'1 MaO7o ,FrencM1 Door S P _ y � M m \ I Mastdr Q COL.JF TO 5TL. - V BM,R DN.To FDV. n Sa \\ 3,.s D/IB" L 2'-d K" I911" 12070 �m°p �' _ Marvin Frercn Door I — } Fdmlly Room /J/(/y 3'I"x A'-Ilab" S R.O.h'-0" ,�, , k I by ° J � f�Cy 11 m II m 1 I/2" IAM.STL. 14'-1 '•t' Q I CCL.0 TO 5Tl. n./l N 5r/ A�•� �/i _ S��c_ _ 0` 1 1 �BOM.a N.TO FDN. 960.E OgBOF f � xG 6'-2k � - b B Y 2/G WALL - • Uundry Ib'-Ilk° a q-Oy.�'" 5''px" Benc p °C U _ m °16 UTA[+t.SiL. %r -xa 3 1/-2"D14N 5T ?�• : ry �° COL.JPT�SII °; cOL.NF TO 5TL. 32 S�, 6 •-- BM.a DN 7ZT52t.- eM.a DN.TO N • .� /g�, BM.AT BSMT. �IaE—u�uz.rtt�v, II p 2•-10" U R q 0 . m ro ExERc1 F __________ _____ ____ 0 31/2' IAM.5TL. S kt/I/�' 3 COL.U TO 5TL. - Y,• _ B'-3k" II'-BT6° BDM:1 DN.TO FDN. G FIRC DM3226 FIR 5' V Q > m '�IK" •�' mP r GUD+'13Ye6 FIRE OIIDMS226 FIRE GWH322v FIRE c-.D 22.FIRE _P b• RA.3'2%"x 5'-0M"R. 3'-2M"x 5'-0k" R.O.3'-2ab° "x 5'-0Ta" 3 U2'D1 .5TL COL.`P T'TL. .la 5TEP5 AS O. 3I/2-DIA .5TL. BRICK FFD STEPS BUM, DN TO FDV, P P• TO GRADE-RCK GUI.UP TO 5TL. TO GRADE RED. 115e c, MM.<DN To FDN. N � 5• v 3=2ab° 3=2%" 3'-2K" 3'-2K° 3=2K" 3'-2%" 3'-2%" A'-5' Bro nlz,� p _ NOTE: TI115 FIRST FLOOR PLAN e° Bb, ppenlry>arearcnee.7•bIL 1>tflow DATED: MAR 14,2005 SUPERCEDES ALL PREVOIU5 FIR5T FLOOR PLAN5 Bb• -2.6 E.tcrror valb P =Top of xnndows[o matcF door on >t 11 ' -2nd floor,back to 6'B'doors NEW RESIDENCE FOR: SCALE 114"= I'-O' APPROVED DRAWN BY D.O. FIRST FLOOR PLAN °ATE L 1 A.2°D5 RGN A55 CIATE5 cs 59 SALTEN POINT ROAD DLsoN DE516N RD.,I INN 28 BARNSTABLE RO.,ttYANN15,MA. 505-775-4300 olsondcs�n net DRAWING NUMBE, 5CALE 114"= P-C" FIR5T FLOOR PLAN /s 6• <'_0 J' O 30• ..0,3. . 1•. p.0 's s s. Y• 4 - 9edrosm ° n• E S/6• �,� Q 19.T.• P i � 94LLONY _ �edrwm 3-0 _ P = �� m C.oset p 2b• " a° 7 .P ea - 3,2ry3 2 3'G. � 2 O BG �d'Xa fti 3b• F m b-35. 3 COWS � d 4XG'ND.5;5�• °9h � � UP TO RIDGEGE , O 9' N• D _uni ix "� _- CPR.UNf RIDGf GM'9' — boo s � . 3112-DIMS.STL. qre'/A POST _—_—_—_—_—_— —_ —_—_—_ COL.UP TO 14DG' ^\/ / p I `— UP TO RIDGE UP TOD RIDGE / 'P RAILNG — - ATTIC UU p r • , r 3 - m_ N Q ---------- "-'-- '- OPEN T ACCESS PANEI •4• ,� --- FO R t ELOW O ___________________ -------------------- LFF "I ""°}' - STORAGE — STORAGE d Q° '"'/• d m 1.J. o- �� o fl A NOTE: TH15 SECOND FLOOR PLAN �o;`°h. 6� ° DATED: MAR. 14, 2005 5UPERCEDE5 SECOND FLOOR PLAN ALL PREVIOUS SECOND FLOOR PLANS 0 9 1/4"= 1'-0" NEW RESIDENCE FOR: V G lSON SCALE 114"= I'-O' APPROVED DRAWN BY D.O. DATE MAR.Iq 2005 REVI5E5 59 5ALTEN POINT ROAD O 50N DESIGN A550CIATE5 28 BARN5TABLE R0.,M1 ANN15.M A.. 13ARNSTAB MA 50d-]]5-4300 ol--d-NII, - vt DRAMNG NUM11CP ram SECOND FLOOR PLAN A_4 ON aryl�Sr 1V-216" CANTILEVERED DECK R C UP EVERY OTNER J015T-CAP.RY BA IVTO(LOOP.ANp SIDE vAll V 4 O' -0 CIEIING AT 0 W ' NASTERBEDROON 1 if 15 PREA(SEE SE(:i10N J� w, :N 12: D.c. pp O �. 5 Y 9r96poz iz �1 �'� y �t 2Y12 e I -o O� ��_� l■ STa2 I I x I2 .0 �� � - PJ _____-____O I Q O ew.owm wi. f 0• 1 X a' I O au.wi.orvi. _ SECOND FLOOR FRAMING PLAN SCALE 1/4"= I'-0" �s b• h�• TH15 PLAN DATED: MAR. 14, 2005 5UPERCEDE5 ALL PREVIOU5 SECOND FLOOR FRAMING PLANS NEW RE51DENCE FOR: MR. t- MR5. JON PER550N 5CALE 1/4"= I'-O' APPROVED DRAWN BY D.O. DATE MAR.14,zoos REVI5ED 59 5ALTEN POINT ROAD DL50N DE51GN A550CIATE5 r DAPN5TADLE,MA. _ 28 BARNSTABLE P,D.,H),ANN15,MF. 508-775-4300 obonEe�I n net DRAWING NUMBJERVen� SECOND FLOOR FRAMING PLAN S_2 t1 5 �y t1 , �yo ,9 b T-3, 2 R/ s �i, ep X I 5 @ 16 O. sa' P i • L A OF A5 ER �- fiflED F 00 PO F 2 00, ` r � \ A P ° CD 2 x l D5 D I Cc.DC M MF � � ••••� X 5 LID D ¢ `�- �,. x�� F�P' '" y` •\� -� 2 I >f '3/4" y1_7 'LVL` F S••;•\ \ XI I°O X O5. Cod I G'I C. Q ✓< A�•• \ 5 KUI I Ul AL p =I I X EE -BE M+� ID E-- A -'B --------- -------- —'---- --- ---- - - �,3/ 6 -1- /8" _UL 1 2 I S Q a _ XI 5 I C.C. 2X10 @ IG" 2 1 4\ v @ 16 --- - - -- -- �P 2 X 8 LAY ON GABLE �L` ti (dj sy` siro• ENTRY ROOF ti O v; `v ay, _ W M1 TN 15 PLAN DATED: MAR. 1 4,2005 5UPERCEDE5 ALL PREVIOUS ROOF PLANS NEW RE5IDENCE FOR: MR. MR5. JON PER550N 5CALE I/4'= I'-O' APPROVED DRAWN BY D.O. DATE MAR.ia.2005 REV15ED 59 5ALTEN POINT ROAD — OL50N DE51GN A550CIATE5 BARNSTABLE, MA. 26 BARN5TA5LE RD..NYANNI5,MA, 7 50&775-4300 clsondes _ net DP,AIb'ING NUMBERVcr ROOF FRAMING PLAN 5-4 Y ILL _ � � l���s Is t��J L � �� �� G �� U y Y t I 9 _. � / SC`•pFF, `®�t / DF(:c,aHOVE I // rs r s^ 2'-6• 1 r r-6• z�s• r-6'I . e — ———————————————— -- DECK MOVE >T>ps>� Bc•�irxv+ � �I 5'-5h' 3'-0' 2'-0' 3'-0' 3'-0- 3'-0' T-T 7-0' — 19'-69116' JA_ 11, 5.4, ,(,`-A /a,9'Z)6• Sumo. _ °( U-LL H N G MIN wall. room II��11 �— _ PWy 71_ _____________ -'�Yroum 1 L/ IUAv) 22•s r WNG HUDE TO HIDE ' - � �/ CWseUS:ora9c S%TL.COL aB0 ______ ___ ___— -—-EEi BEAM 'r, ______ COL. — e 3 1/2"UTAM.SiL 9 _____________ ___ \. COL,IN lJALL LbL.. N'ALL Li m r co—,Space 10. bG ---------------- -------------------- xw1_______ --- > PALur ________ _________ :x ___________________________________________________, i 0 v BASEMENT FLOOR PLAN 5CAIE.1/4`=V-0' °o MR. MR5. JON PER550N - APPP.GVED DPAWN BY D.G. DATE BAN.tr,zOCti REV;5ED 59 5ALTEN POINT ROAD 0L50N DE-IGN P550GA 5 BAP.NSTABLE,MA. 28 BAR N5TABLE PD.,HYANN15.MA 508-775-4300 oi5unde5�n avernon.i BASEMENT FLOOR PLAN DRAIMNAUM5. kOII <'.w/0 C,,3 27-2'/." d•.0- _ L 14'4. - a. 4. . _-_ ___- �(� 54"DROP-VEP•,IFY Al 51TE �2 �Q tV. <•,., .,N}°DF,Iv::O�f.n5fi'p;,.�AP-'(p G(fy.J F�.G�CoO RtiC h aA2 I - z:,e M °`�• DECK ABOVE m zwF OUNDATIO 9N pFULL / TO FOUNDATTION7� FULL DROP FOOTING TU.C.EL= 24. FOUND BOTTOM EL= 23 8�y O.C.EL- FOOTING rEL 20.FQ BOTTOM EL=20.13] FOOTING zo z BOTTOM r DE 5 -=v `U y 1:0. 4 NEW GRADE ---------------------------- 0 titi S r0� •s b 3- <Sp op _ To GOr Giy°I''v: _ '. -� 54'DP,OP-CONC.PON,WAL qCF abtz - 4ss. A%ckep}y. DECK ABOVE a), ON F w e ! Gw Y a•.. co.rt F.., CONC..Fl PROPOSED FIN.TRADE IAT 51TF 1 O r` FULL DROP a JLL P,OF 4 f t C.`NC.TON WAI.i. cz OHO �- .11 EL BM.MT. sFn FOUNDATION 'v m ON ;w X a'1.CONT. w � BM !T ,1,,, ,;. T.O.C.EL=24. rn! rta. . z - 3i;2•r.oNC'.51AZ �; >Q FO ELC _ w S BEAM , • V �= "• _ _____ _______ _ _ _____________________________ ASOVT T•, , A , ' s ' ' D ' • 1 :. Q H ' o s �J O°PP&I. BM.Mt n srer.BEA / _r:,cot a \; -FULL DROP 6.0.FI.CON .PUN.WAIT- FULL Nr:I•GI IT CONC.FDN.SVAU. "2• 1. ABDVE __�__� CON OI.FT%d':,.FONT. ( -_4 r.ONlf'• `%H'D.CONT, e4 Q p Q JI !-W A cO`Oac wNc.FTa;. FOJIJDATION «5 n _-, zu , s W.PKI. CO.C.EL=33. I �,o.c.I Vem og W/AIR 1 `Y."A. _ ___ ----- ____________ _________ __ U r0 PULL l GhT:,ONC.Fort.WALL TOM EL=23.8 SPACE FOOTING COT 3 ~O - .CONI. - v ' ,_____a_D___e__o73 __ __'_____ _ _ON 1e,., H'n U sreeL BM.PrT. 'a- p CONC'.F:%;5. 36'X 36°% �^ 31/2":ONC.STAB 6•-t0• CDNC. 81 9^ 3 1/2'DIAM.CONIC SLAB ELEVATION Wb X 24 OR FILLED 5n-.COL. d w;nX 2 CO.C.EL= 2 .3 I u e- Gs 51 EE Of _ W12X F,O }(FE!9M.?I'.T. _ _____ ___ ____ __ __ __ __ _ •„ - /�,.'t,X\ 53'EEL BFANI 5(EEL BEAM _ r O , ____ _ __________ _ {>;> U' �f,BOV sue+ AtlOVe l / BM-rr.T. O i`•, a :\ 5'f. ip ,-^__ ______ __ ___ ___ ___ __ _ ____ _ _ _ ___ __ __ __ _ __ ____ __ __ __ ___ _ HM.PIT � V41 Ali.liPACt J V4.AIR 5FACE, J _ b ORA. - -` - r. 3:"`.'3G'Y IZ•UJ 2Li17]`.MriT.Y1DW. �(7 � OQ' /Ip• -e, A'J.IL'5TMF!fT ._-- _ 12'-110' 2<'-3 !. ww..`Tc'.%w Dk veN1 O O 3 l72'ANA CoNC. Z r FOUN TION NI-1-0 5TL.COL. Om N 2 �•_' _ % 48^X48•',:r2^D. T.O.C.EL 33. a u z JI O J S , P i �� CONIC nG'.`,.W,' § <a eT A� / s_ s ur nIAM.eoh+r. FOOT NG zw O �� Pi/ ��. DIM q'y, `1waD 51L.CCL'S. [BOTTOM L= 23.83 CRAWL SPACE �� O0 u� O n0 o ADJI IMMFN `m'•, /v:n,•.;y- 'O'_�' °-O AK o 4OJ(j pr`(i.�/ C!C: +"GQ(t, _,Ir2•C(MC.51AH q 3GW X 30'N-s s^CON[Dust CAP C?N F..:`X 8'DI.CIJ L �i e O ��00 C�' O ,�04 Co, ACCF55orG cork FTcs. - ----- -__, m 0C) --------- It u • ; TS n FULL YI:.If.HT GONC. N. FDA WALL °. - ON IC'W XB°O.iAFIT. 2' y , , ------ --- -------------- ---------------- 2110.c veRT FOUNDATION CO.C.EL= 3_. ' - - - a CBOTTOOOTLNG28.8 tiry Gq FOUNDATION EXIST.GRADE=3I.0. eIGF T.O.C.EL=33] TO BE BUILT UP TO MAX. EXIST.GRADE=31.0'P Ho FOOTING TO LEAVE 8"MIN. FROM TO BE BUILT UP TO MAX. FOUNDATION PLAN BOTTOM EL= 23.83] T.O.C. TO NEW FIN.GRAD TO LEAVE 8'MIN.FROM �•'. o'NO ' ' T.O.C.TO NEW FIN.GRAD SCALE 1/4-r-0' co�Gwc c ti° GAKAGF WALL ArIGIF .30 DEGREE'"IA FR'ON1'NO1.15E WALL -0" 18'-0' 4•-0' rb 54.-U' ws• °k� Th15 PLAN 5UPERCEDE �r `Olt: 2 NOTE:VERIFY ALL FDN. NOTE: INTERIOR BASEMEN, ALL PREVIOUS PLANS on TYP.-ALL FDN.WALLS-8"THK. USE 1/2"DIAM.ANCHOR r v }� 9 (HEIGHT VARIES)W/2-NS REBAR BOLTS(OR APPROVED HEIGHTS AND FOOTIIJGS TO BE DESIGNS O C� Qg DROPS AT 517E-MIN.8' BY ENGINEER FOR LOADS. CONT.-TOP4 BOTTOM-ON I G"W. EQUAL)@ G'-O"MAX, P OC' p c p� �2• X 8"D.X CONT.KEYED CONC.FTG'5. TO: OF FDN.TO GRADE INFO.TO BE PROVIDED BY gyp' 4O� O'J p� ALL STEEL RE-BAR: TYPICAL-COORDINATE ENGINEER �h �O ��J v ALL CDNC.SHALL BE: Fy=40,000 P.5.1.MIN. WITH PROPOSED FIN. qs• / ' P GRADE ELEVATIONS NEW RESIDENCE FOR: k, �4 0 Fy=3,000: .5.1.MIN. NO CONCRETE SHALL BE MR. * MR5. JON PEP550N }0 Q ��', @ 28 DAYS PLACED IN WATER.CONTACT ENGINEER IF WATER ENCOUNTERED SCALE 4'_ '- ' ALL FOOTING'S SHALL BEAR DATE DEC. 10,2004 PROVED REVSRED JAN.20,200- __ON MATERIAL CAPABLE OF FULL HEIGHT FOUNDATION WALLS�FOOTINGS UN 51 N -, IAT•. SUPPORTING 1 112 TON5/5.F.' TO BE CONSTRUCTED PRIOR TO CON5TPUCTIC N BARNSTABLE 25 BAP.N5TABLE RD..HYANN15:MA. ,MA. 505-7%s- olsondesian(werl a'..: ...- . 43oo MIN. OF CRAWL SPACE FOUNDATIONS d GARAGE FD DRAWING NUM6ER FOUNDATION PLAN ✓y l v rr CL(BFg1j LVI.BF.AwI Pry ' Ec A ti r:,. z iC,q 610 'O R, I VI 5E,Mt , r ax ° D K to @i 'o. Ej 2 i 'a �f. I TF. f AN 2 10 / 9f: Y OU:RT 6 LL7V✓ 2 IU I 'U. -- - -- - -- -- -- - - --- -- _ 'O •O � 2 I ?• .0 T.5 F D FIRST FLOOR FRAMING PLAN SCALE 114"= I'-0" NEW RESIDENCE FOR: MR. MR5. JON FER550N 5CALE I = 1'-0 APPROVED IDPAWN BY D.U. DATE lAN 26,2005 REVISED l N It 5 I. BARNSTABLE, MA. 2b BARN STABLE PD..NYANN15,A4A. 505 775-4300 o�sorlUe>i n(avr.6zoc.i FIRST FLOOR FRAMING PLAN 0RAWING,5Ml2 L TYP.- RIDGE VENT AT ALL 2 X 10 RAFTERS @ I O.C. RIDGES W/ BUG FILTER W/ I/2" PLYWD. SHT'G. ASPHALT SHINGLES AS 5ELECTEC 30,_0" 15'-0" 1 5-0" STRUCTURAL RIDGE TYP. ALUM. DRIP EDGE-ALUM. 12 3- 13/4"X I G" LVL GUTTER- I X8 FASCIA BD.-I X8 4 SOFFIT BD. W/CONT. VENT- I ROOF FRAME TYPE-'5' I X8 FREEZE BD. 1 2 @ EA. END PI.DORM. R-30 IN5UL. MIN. 10 2 X 10 RAFTERS @ I G" O.C. PLATE 7— W/ 1/2" PLYWD. 5HT'G. 4 TYPICAL CIEL.' ASPHALT SHINGLES AS 2 X 8 CIEL. JOIST 71/2" GYP.,6Dj6N I X 3 SELECTED @ I G'O.0 W/ R-30 - @ 2'-�O C. 11 ICE INSUL. N FAMILY ROOM TYP. ER'"F�A5Hl N G AT 15'-0" ALL VALLEYS 5 1/2,",',-' TYPICAL CIEL.� LAY ON GABLE TYP. 2 X G STUD - /2" GYP. BD. ON I X 3 2 X 8 FRAMING 2 X 10s @ 16"O.C.W/5/8"MIN. � I WALL SUB FLR.GLUED&SCREWED @ 2'-0" O.C. SUB o �O TYP.BRD'G.MID SPAN m TYF. ALUM. DRIP EDGE-ALUM. FLR. - — R-30 H.D. INSUL. — GUTTER- I X8 FASCIA BD.-I X8 W/ PROPOER VENT SOFFIT BD. W/CONT. VENT- PLATE TYPICAL CIEL- 3'-0" H. RAILING OR I X8 FREEZE BD. 1/2" GYP. BD. ON I X 3 WALL AS SELECTED @ 2'-0"O.C. SAP 3" FOYER WALL 2 X 6 STU N DINING ROOM WA 29'-1" o 5 1/2" 13'-4 3/4" 1 5'-4 3/4" 5 1/2" 5 1/2" 2 X 10s @ 16"O.C.W 5/6•MIN. 3 1/2" 5 1/2" -TYP. EXTERIOR 2 X G STUD WALLS SUB O TYP.BRD'GLMD SPAN REWED T.Q.C. @ 2 X Gs I G" O.C. - I/2" CDX OR EQ. SHT'G. FLR. -_ D F N. TYVEC OR EQ. - 2-2XG PLATE - 2 X G SHOE _ _ PLATE -- -- �Ss �57 K-19 MIN. lN5UL-z R-19 MIN. INSUL. - I/2" GYP. BD.@ INTERIOR TYPICAL CIEL.- STEEL BEAMS (SEE FRAMING PLAN )°° ; -MIN. 1/2" GYP. BD. ON I X 3 ;�-W/STEEL COL'5. 2 X G STU WALL @ 2'-0" O.C. I� F STEEL COL'5. (5EE WALL TYP.- 2X6 P.T. SILL N Ii FRAMING PLAN ) W/SILL SEAL 14'-G 1/2" 14'-4" 5 1/2" BASEMENT TYP.- 2XG P.T. SILL ° 8"THK, X 9'-O" HIGH CONCRETE FOUNDATION 8" MIN. W/SILL SEAL ABOVE GRADE WITH 245 BARS CONT. TOP � BOTTOM T.O.C. ON I G'W. X (5"D. X CONT. KEYED CONCRETE FOOTING FDN. 3 1/2"CONCRETE 5LAB----y — a A 8"THK. BY I G" W X CONT. 8"THK. CONC. FDN. WALL INTERIOR COL. FTG'_, KFYFF) (;ONC;RFTF. FT'(7. HEIGHT VARIES---_ ° VERIFY 3G"X 3G"X 1 2" D. o8 8"THK. BY I G"W X CONT. ° KEYED CONCRETE FT' . 30'-0" TYPICAL SECTION AT MAIN HOUSE NEW RESIDENCE FOR: SCALE 3/81I = 1 I-0II (TYPICAL FRAMING SECTION FOR M EGI-1TS/ 5CALIEIR "= P-0, . JON PERSSON APPROVED DRAWN 6Y D.O. M AT E RI A L5, ETC . FOR ENTIRE r1 O U 5 E ) DATE JAN 59 SAL T 20O I REVISED EN POINT ROAD ors N e IGN AS-OCIF 2H 5AP.IJSTABlE RD..HYANNIS.MA. . BAP.NSTABCE"MA: sof a75 300 I ING DRAWI<`NUeR SECTION 'A' 30'-01, rt 15-0° I . 1 T-0" I 20'-G" 2 X 10 RAFTERS @ I G" O.C. ' 13'-6" W/ 112" PLYWD. 5HT'G. TYP.- RIDGE VENT AT ALL ASPHALT 5hINGLE5 AS I SELECTS RIDGES W/ BUG FILTER VAULT CIEL. @ MASTER i BED ROOM MAIN HOUSE ROOF @FOREGROUND 5EE FRAMING ROOF PLANS FOR VAULT CIEL @ MASTER STRUCTURAL RIDGE BED ROOM 3- 13/4"X 1 1/7/8" LVL ROOF BEYOND I ROOF FRAME TYPE-'A' 5-3„ @ EA. END - 3'-0" —2 X 10 RAFTERS @ I G" O.C. i W/ 1/2" PLYWD. 5HT'G. t SEE F.RAMrNG ROOF PLAN5 A5PHALT SHINGLES A5 `Q ;'.\ SELECTED FOR Ttt(S AREA TYP. PROVIDE " ICE WATER" FLA511ING AT ALL VALLEYS TYP. ALUM. DRIP EDGE-ALUM --------------- GUTTER- I X8 FASCIA BID.-I X8 ,� ga ` ---SOFFIT BD. W/CONT. VENT- TYP. ALUM. DRIP EDGE-ALUM. I X8 FREEZE BD. GUTTER- I X8 FASCIA BD.-I X8 SOFFIT BD, W/CONT. VENT- I X8 FREEZE BD. MASTER M. BATh/W.1.C. TYP. 2 X G 5TUD BED ROOM 2'-0]12� 5 1/2" WALL 1 T-0" 19'-7" 5 I/2" 5 1/2" TYP. EXTERIOR 2 X 6 STUD WALLS 2 X G5 @ I G" O.C. - 1/2" CDX OR EQ. 5HT'G. 3'-I I I/2" 4'-0" 9'-0" TYVEC OR EQ. - 2-2XG PLATE - 2 X G SHOE 3 1/2" 3 1/2" - R-19 MIN. IN5UL. - 1/2" GYP. BD.@ INTERIOR T.O.C. ,SSWFDN. ` PIN. - MIN. W GP.ADE i 5'-8" _ 13'-0 ° z TYP. 2 X G 5TU TYP.- 2XG P.T. 51LL WALL I G'-G 1/2" 19'-2" CRAWL SPACE o W/SILL SEAL 5 1/2" ° v ° Q 8" ThK. X 9'-0" HIGh CONCRETE FOUNDATION 8" MIN.T� .. BASEMENT ABOVE GRADE WITh 245 5AR5 CONT. TOP * BOTTOM TYP.- 2XG P.T. 51LE ON I G'W. X 8"D. X CONT. KEYED CONCRETE FOOTING W/51LL SEAL ° T.O.C. ° FDN, ° ---8"ThK. BY I G" W X CONT. _ KEYED CONCRETE FT'G. 8"THK. CONC. FDN. WALE= hEIGHT VARIES ° VERIFY a a 8"THK. BY I G"W X CONT. ° KEYED CONCRETE FT'G. 17-0" 20'-G" SECTION AT MASTER BED ROOM/ BATH MR. MRS. JON PERSSON SCALE /�' = I'- gPPROVED 107WN BY D.O. D)V. PfVI5FD I 59 ALIEN POINT OAD LsDN ESIGN� aA7_s. SCALE 3/8 I '-0" ( SEE TYPICAL` SECTION:-'A' FOR TYPICAL BARN5TABLE,MA. s5 CA�s nsro ole.HYA14 5,,MA.iuni 28 C-ARNSTA,N d RD..YtYAIJNIS,.MA. FRAMING 5ECTION 'B' DKAWIN U P FRAMING NOTES / WALL HEIGHTS, ETC. ) �` ' TYP.- RIDGE VENT AT ALL 22'-0" RIDGES W/ BUG FILTER 0, 5EE ROOF FRAMING PLAN FOR TH15 AREA 2 X 12 RIDGE BOARD ----- ---------------------------;r. STRUCTURAL RIDGE ---- FRMING PLAN ) ROOF FRAME -'C' BEYOND (SEE ROOF r -1--- (-------- ------ -------------------- r ------��------- - -----------------------r FRAMING PLAN ) 2 X 10 RAFTERS @ 16" O.C. BED ROOM W/ 112" PLYWD. 5HT'G. BUMP OUT WALL A5PI'IALT S111NGLE5 AS BEYOND SELECTED BED ROOM �_TYF. ALUM. DRIP EDGE-ALUM. GUTTER- I X8 FASCIA BD.-1 X8 SOFFIT BD. W/CONT. VENT- I -------�------>"� �, \`� _____�---------------1--------I� FREEZE BD----------------_ r-------i-------- TYP. PROVIDE " ICE WATER" FLASHING AT TYP. FLOOR/WALL/ ALL VALLEYS LIVING ROOM LIVING ROOM CIELING ASSEMBLIES BUMP OUT WALL (SEE SECT -'A' ) BEYOND 21 -1 GARAGE BEYOND 5 112" 5 112" I _ —TYP. EXTERIOR 2 X G STUD WALLS BASEMENT 2 X G5 @ I G" O.G. - 112" CDX OR EQ. 5HT'G. BUMP OUT WALL TYVEC OR EQ. - 2-2XG PLATE - 2 X G 5110E BEYON - R-19 MIN. IN5UL. - 112" GYP. BID.@ INTERIOP, ----- -------- --------- 7 G" CRAWL 5PACE 20'-10 112" TYP.- 2XG P.T. 51LL W/SILL SEAL 5 112" 10'-4" ; -------- ---------------------------------- 3-2X 12 WD. GIRT , o °° 3 112" 5TL. COL. 8"TMK. X 9'-0" HIGH CONCRETE FOUNDATION:8" MIN. .e ABOVE GRADE WITH 245 BAR5 CONT. TOP CEOTTOM a 36"X 36"X 12" D. ON I G'W. X 8"D. X CONT. KEYED CONCRETE FQOTING :o CONIC. FT'G. 8"THK. BY I G" W X CONT. ram- ---- -------- KEYED CONCRETE FT'G. 22'-0" 30'-9" GARAGE BEYOND I 3'-G" 4'-0" I I SECTION AT LIVING ROOM. SCALE 3/8" = 1 '-0" ( Siff TYPICAL SECTION -'A' FOR TYPICAL NEW RESIDENCE FOR: FRAMING NOTES / WALL HEIGHT5, ETC. ) MR. MRS. JON PERSSON SCALE I 14 = APPROVED DRAURJ BY D.O. DATE REVISED 59 ALTEN POINT ROA UL D 25 BARN51ANf RD-HYANN15.MA, BARNSTABLE,MA. 505.775- 300 o;s de " ver'20n.' DRAWI FRAMING SECTION 'C p{6 N NA�ER L { 0 2 5'-0" TYP.- RIDGE VENT AT ALL RIDGES W/BUG FILTER t 2 X 12 RIDGE BOARD d _ 2 X 10 RAFTERS @ I G" O.C. ' I W/ 1/2" PLYWD. 511T'G. ASPHALT SHINGLES A5 g 'Gw SELECTED TYP. PROVIDE " ICE WATER" FLASHING AT ALL VALLEYS STUDIO TYP. FLOOR/WAL CIELING ASSEMBLIES ( 5tt 5tC1 -'A' ) - —IYP. ALUM: DRIP EDGE-ALUM. GUTTER- I X8 FASCIA BD.-I X8 SOFFIT BD. W/ CONT. VENT- L- SS9 I X8 ffREEZE BD. STEEL BEAM (SE�__� 5/6' FIRE CODE GYP. 5ECOND FLOOR BD. CIEL. * HOUSE WALL FRAMING PLAN ) 12-0 1/2" 5 1/211 TYP. EXTERIOR 2 X G STUD WALLS 2 X Gs @ I G" O.C. - 1/2" CDX OR EQ. 5MT'G. 24'-1" TYVEC OR EQ. - 2-2XG PLATE - 2 X G 5110E 5 1/2" GARAGE 5 1/2" - R-19 MIN. IN5UL. - 1/2" GYP. BD.@ INTERIO ( OPTIONAL GARAGE WALL INSULATION ) 4" CONIC. SLAB W/W.W.M. PICTH TO DOOR TYP.- 2X6 P.T. SILL W/51LL SEAL 8"TI1r, X 9'-0" HIGH CONCRETE FOUNDATION 8" MIN, ABOVE GRADE WITH 245 BARS CONT. TOP * BOTTOM ON I G'W. X 8"D. X CONT. KEYED CONCRETE FOOTING 25'-0" 8"THK. BY I G" W X CONT. KEYED CONCRETE FT'G. SECTION AT GARAGE UD SCALE 3/6" = 1 '-0' ( SEE TYPICAL SECTION -'A' FOR TYPICAL FRAMING NOTES / WALL HEIGHTS, ETC. ) MR. * MR5. JON PER550N SCALE / = I I APPROVED DRAWN BY D.O. DATE JAW 2G,2 005 P.PVLSED 59 5ALTEN POINT ROAD L-ON DE_IGN A: OCIA j(p26 B6RN.5TABLE RD.,HYANNI5,MA, BARN5TABLE, MA. 505-775-4300 ohcndes an wenzon.r FRAMING SECTION 'D' DRAWuNuC:R off. lok w C? Q0 ti 1 TYPICAL EXTERIOR FINISH NOTES k FALSE WOOD V GROOVE CHIM. WHITE STUCCO a BLACK CAP RED CEDAR ROOF SHINGLES 5 -o NATURAL COLOR RIDGE VENTS AT ALL RIDGES TM W/ RED CEDAR SHINGLES 1 X8 FASCIA BD. W/ ALUM . 12 GUTTER / 1 X8 SOFFIT BD. 10 I 1 X8 FREIZE BD. WHITE CEDAR SHINGLES AT ALL SIDES OF HOUSE — MAX. -- - - EXPOSURE 5Hill I WOOD WINDOW CAPS AT ALL WINDOWS AT FRONT AND JIFF4=T ® C] — ® ® ' BOTH SIDES W/ COPPER CAP ® ® 0 0 0 1X5 / 1X6 CORNER BOARDS WHITE 1 X5 WDW. TRIM - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - WHITE LLJ [L�j 1 X8 MUD BOARD W/ WD. CAP PROPOSED FRONT ELEVATI ON 1 X4 / 1 XS RAKE BOARDS j WHITE _ -- RED CEDAR ROOF SHINGLES NATURAL COLOR . 12 °--� 4 CO RNER BOARDS 0 1 1 X5 1 X6 - ---- —� --- WHITE � \ WHITE CEDAR SHINGLES AT T ALL SIDES OF HOUSE — MAX. 2 EXPOSURE = 5 , 12 - cZ ` WOOD DECK RAILINGS WHITE Hill 11 I LL Lill 11.11J - - - - - - - - - - - - JI- - - - - -- - - - - - - - - - - - - - i t t-r 1 X5 WDW. TRIM WHITE RIGHT SIDE ELEVATION NEW RESIDENCE FOR : MR . & MRS. JON PERSSON SCALE 1 4 = 1 -0 APPROVED DRAWN BY D.O. DATE DEC. 2, 2004 REVISED 59 SAL TEN POINT R - OLSON DESIGN ASSOCIATES 28 BARNSTABLE RD.,HYANNIS, MA. BARNSTABLE MA. 508-775-4300 olsondesi n@veri i FRONT & RIGHT ELEVATION1 RAWING NUMBER A - 1 ! ',, i -H-FF I I ' a ' I Li f SCREEN PORCH Hll IL Li ++tt -dill DnI�DC10301 �(� n n PROPOSED REAR ELEVATION 4 I I , I : -rH t+1r SCREEN f OR rr ' - - - - - - - - - - - - - - - - - - - - 71 It It IIIIIH MR . 8c MRS. JON PERSSON i SCALE 1 4 = 1 —0 APPROVED DRAWN BY D.O. BEET E � EVATIO �IPROPOSED DEC. 2 2004 VI DATE DEC REVISED 59 N OLSON DESIGN ASSOCIATES 28 BARNSTABLE RD.,HYANNIS, MA. B AR N STAB LE M A. 508-775-4300 olsondesi n@veri REAR 8c LEFT ELEVATIONS DRAWIN NUMB i i I� rq LOCUS Z m 0 5 rn I 1 0 v 5.18 N 0 W d' RTE 8A LOCATION MAP NTS 5.60 � ASSESSORS MAP 280 PARCEL 11 ZONING DISTRICT: RF 1 5.36 YARD SETBACKS: FRONT = 30' \ SIDE = 15' #6 I REAR = 15' 7,79 PLAN REF. - PB 90 PG 79 I ELEVATIONS NGVD (GIS) oo. 815 00. FLOOD ZONES: A5 EL 12, A3 EL. 11 & C .3 .49 � 1 8 (HOUSE IS IN C) F tigNSF �sy I DWELLING TO BE CONNECTED TO TOWN 5.87 #5 8,17 T 0 I SEWER 346 I 3 EXISTING EGRAZED AND DEBRIS REMOVED TO AN APPROVED SITE) 5.68 4� 1 ,2 2 0, y. 5.72 "` 1 89 + .50 1 2 .40 . 9� 28,21 40 0 8.11 TR S6 8,35 �tiSF T l , 4.95 #4 1, 0 / I 8 3 a 31.73 +31.71 1 \ a PROP. DWELL. �u.tsb + .3 f. #3 7.75 n 9.07 .414 D 5.61 #2 .58 26. FpC \ 31.83 UPLAND AREA: Q \ 47,875±SF o Q 31. +32.40 0 32.31 0 3, 1 \ #1 7.63 2 5.63 5.5% 1 +3 .85 ' ,Ol 35 � 1 1 0 TRANSECT 12 6� / 1 EXIST. DR IV 32.66 I (REMOVE) 3 320 ON o 0. 5 1 5.19 `L 3 II I 1 + 47 J �pb.7� cANa N PROP. N 32.16 �Q I 1 N DRIVE. 3 I I N +2 .47 \ 378.20 1 _ _ 00. I +29. 1 `\ 31.91 I, i 5.09 ; SITE PLAN OF BARD OF HEALTH 59 SALTEN POINT ROAD APPROVED DATE IN THE TOWN OF: BARNSTABLE (VILLAGE) 4.71 f x 508 362-9880 PREPARED FOR: JON PERSSON �cp�jN OF'� �� oy A H. GNP, down cape engineering, inc, 30 0 30 60 90 U OJALA N �1o. 26 8„ CIVIL ENGINEERS q0 `0 / LAND SURVEYORS SCALE: 1" = 30' DATE: OCTOBER 27, 2004 04-297 ARNE H. OJALA, P.E., P.L.S. DATE REV 11/22/04 (HSE) 939 ruin st, armouth, rya 02675 y l