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HomeMy WebLinkAbout0395 BRAGGS LANE �(o M ri v � � ;:� ,« ��i ,. � � ., w. ..m�'. � m :;,�r+i` �rr�z`��% ,, r 7 ' `,t��1- ,4 ' r% A ,f'7� �� :4,. °id u i �df, -+'d i.'1. - 3;�J.+7 .. C 7. `✓�1r ..� y t{ r,1 a.. *•'tf a M1t.� 1� . r_V h aq. ,✓. 4->A v +f•k... •v �U' +«n nii� f, ,�.i d/+",� }vs,` :rf. �e7 ilt.r%cIr is '!{a �v 4 d. .wr'. q�, k'1) T"' :7 d. �' ;' r` ,t r .,r t� �1 � it�rJ.;flr�z � �� � � { ., n ^'�r « _•r «Jr, ��i�i i, ,�,,qt' J�tr u �a, � � t> .a; 17 n p. A , L -'c ` .¢..�,Syy17y.=+ — ..GTS. A=_ '+`acsKiC» .s.v -$F,'•a `C"' "9 .:C � � �_ ^�. :�C' 'm - - -• �, � ����.��.�" ... a Pnnted qn $/1.5=19 dr O IHE T • �d S ; � < § iro'� �,r�asr, F o� Camp'16`1- t CaIt"'IR port BARNSrABM 163 . 1379 HYANNI'S-BARNSTABLE`uRCAD rEOMA• BARNSTABLE Case# C 19-667 Case#: C-19-667 Address: 1379 HYAN N IS-BARN STABLE Date: 8/12/2019 ROAD, BARNSTABLE Owner Info: Property Info: BROBERG, JEFFREY C & NANCY MBL: A 395 BRAGGS LANE 297-007 BARNSTABLE MA 02630 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Building Code, Medium Priority Phone Complaint Summary. Requestor reports roofing and siding work is being done. Action History: Action Taken Date Description Fee Inspector Close Case 8/15/2019 Contractor came in, Filed $0.00 bowerse and received permit Closing complaint Inspector Assigned to Complaint. bowerse Filed by. parvinl Comments: Comment Date Commenter Comment 8/15/2019 Town of Barnstable Dates ww # m M ri eh w QY � L::+ t xd i QYkM� Yv'x xN C y, � , tm � d[ a''a* , ' `k WIM y; � Pnntec]'O�n 8 onnplai3nt sCaII�Report ,.0p 1379HYANN.S-Bp►RNSTABLat RO�►�,s e rfo Mm° t fiWW, .: x � a s CasPi# C 19232 r Case#: C-19-232 Address: 1379 HYANNIS-BARNSTABLE Date: 3/29/2019 ROAD, BARNSTABLE Owner Info. Property Info: BROBERG, JEFFREY C & NANCY MBL: A 395 BRAGGS LANE _ 297-007 BARNSTABLE MA 02630 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Building Code Low Priority Sweep Complaint Summary. While driving by observed open stud wall in center of home Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: bowerse Filed by. bowerse Comments: Comment Date Commenter Comment ,r &a - oFTHEr�y, Town of Barnstable ti Inspectional Services MUMSrABLM ` Brian Florence,CBO HAS& o law• Building Commissioner rho MAt' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us INSPECTION REPORT Address : 1379 HYANNIS-BARNSTABLE ROAD, Case# C-19-232 BARNSTABLE Inspection Type : Violation Inspector: bowerse .. .. _. . iDescription Date Unit Status Comment i ' I ?Violation �04/04/2019 i SS ;owner recently purchased at action has applied and received permit B 19-1071 .__. ... ...... ........ Closing complaint created by myself Ed B ........ _..... .. £ .. .._.. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �l Parcel Application #Cx O Lys Health Division Date Issued O� IV Conservation Division Application Fee w Planning Dept. Permit Feb Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address` 9 T Q�S P1 Village s �. Owner Address Telephone ' - S� !o7 ,Permit Request S-0(4-r t y. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning.District Flood Plain Groundwater Overlay Project Valuation- 3 6(000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stover❑Yes ❑ No a —� Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑�e fisting Ojnew�z;size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w Commercial ❑Yes ❑ No If yes, site plan review # � Current'Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C 1 `�d� Telephone Number 27`�-77 3- �Z Address ?� License # C S^ n(0( 2 o,?3 g�h Home Improvement Contractor# b� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE l ' FOR OFFICIAL USE ONLY s APPLICATION# f DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE v I OWNER z DATE OF INSPECTION: j F011NDATION-w , FRAME INSULATION.,, ;,,, ,. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT. ASSOCIATION PLAN NO. o Re ato .Services f AlA1VCI•A Aim ! �• M►es ' Thomas F. GeRer,Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.to Wn.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 .Property Owner Muse Complete and Sign This.Section . .If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for. 16ra A/- (AM&ss ofJob) zz. 2, Signature of Owner Date ot VQ k, B�I b-e- Print Flame If Property Owner is applying for per-nit please complete the Homeowners .License Exemption Form on the reverse side. Q:FORM3:o WNERPERMIssION Town ®f Barnstabie QEVE 7- Regulatory o �eg� S ervices Thomas F.Geiler,Director -BuRcling Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vfvtw,town.barnstable.ma.us Fax: 508-790-6230 Office; 508-862-4038 HOMMOWNER LICENSE EXEMPTION Plcase Print DATE: JOB LOCATi N: street village number "HOMEOWNER": home phone# work phone# .name CURRENT MAILWG ADDRESS: 3v 3 cf);�x���� yip code eityltown state f six units or less and The current exemption for"home_ owners"was extended to include owner-occ�c end dw= ides that the owner acts to allow homeowners to engage an individual for hire who does not possess a se,MO supervisor. DEFINMON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, oon to such�which these and/or re or be, to be, a one or two-family dwelling, attached or detached structures accesso ry 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-Sh&D be responsible for all such-work performed under the building permit (Section 1 D9.1.1) 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 ' AsjgnaaftuAofHorovo mentsw er Approval of Building Off cial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the . State Building Code.Section 127.0 construc�0�oon Control. EXEMPTION The Code states that: "Any homeowner performing work for.which a building pemut 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 petson(s)fnr.hire to do such h work,that such Homeowner shall act as supervisor." . the onsibilities of a supervisor(see Appendix Q, Many homeowners who use this exemption are unaw e are that they are assuming resp 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 UP ervisor. The homeowner acting as Supervisor is ultimately responsible, ni'es re uric as art of the permit applicatioa, commun ities P '' 'es man q er rGs onsibrhti Y ensure dial the homeowner is fully aware of hislh P 's issue is a form currently used by To e of the e last a the 1 certi at hdshc understands the responsibilities of a Supe rvisor. On page that the homeowner fY th !cation for use in your community. several towns. You may care t amend and adopt such a fnrmlcertrf Q:IWPFILFMRMSIhomcexempt.DOC Roof Mounted PV Array 11.96—kW DC TOTALS: All wiring to be type THHN/THWN-2/MTW/AWM unless noted otherwise Modules 34 CS6P-255P 14 CS6P-235PX Envoy PV To Utility NSTAR monitor Note;additional disconnect may be Enphase Engage 9#10 2 Hot/I#6 disconnect required between Utlllty premanafactured 6 Hot/3 neutral+I ground/GEC/I these devices if Meter M interconnect cable+ #6 equip gnd/GEC mandated by local #6 equip gnd/GEC In I"PVC/EMT I neutral utility.To have 100 Amp In 11,PVC identical fusing as 3#6 Main Lug specified below 2 Hot/1 Neutral W 100 A L-Gate 120 In 1"PVC buss PV PV sub monitor, 4#6 60 amp panel with 2 Hot/1 Neutral+I disconnect Supply Side Nema3R 17 3-2 pole 20 cellular equip ground 60 A fuses Connection terminal In I"PVC \ Label#6 CS6P-255P amp connection �1 (Label#2 ( Modules Box(es) breakers to &5 applied) With l (Soladeek) 1 X 15 or applied) Enphase 20 amp PV monitoring Pp ) M215 micro monitor portal inverter for breaker (Label#6 each module Label#5 applied) &6 applied 17 14 DC grounding electrode conductor-#6 CS61P-255P u CS6P-235PX Existing Modules Modules Main With 1 With l distribution Enphase Enphase M215 Existing Building panel M215 micro micro inverter Grounding Main:200 A inverter for for each Electrode System Buss:200 A each module module Enphase Engage premanafactured interconnect cable+ Canadian Solar Panels: #6 equip gnd/GEC Maximum power at STC:255/235 MPP voltage: / MPP current:8.36.36/8.10.1 erg' Broberg v:4 Brober Residence Open circuit voltage:37.7/37.3 H O n-)e 395 Braggs Ln Short circuit current:8.92/8.62 Module efficiency: 15.6/14.7 SOLAR Barnstable,MA 02630 Maximum system voltage:600 V 1-800.75_SOLAR (508)375 0867 Maximum series fuse rating: 15 A Power tolerance:0—+3% One Line Diagram Tom Petersen Architects Planners Mr.Thomas Perry,Building Commissioner October 31,2014 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Re: Solar Panel Installation Broberg Residence 395 Braggs Lane Barnstable,MA 02630 Hi Tom, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes. 8"h Edition Residential Code(2009 International Residential Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 40 psf live load, 15 psf dead load,55 psf total load Design wind load: 110 mph,35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (200 roof rafters @ 16"o.c.,with collar ties and 2x12 ridge,span=+/- 17'-2"@ maximum) is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 110 mph.This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4"long lag bolts. I therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! Sin e1y yours, ,f Tom Petersen Cc: Relcy Pegler,Roof Diagnostics 6 Country(lane a Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 z p� w C-E W JW '�O �JQ r Wm."n 33' cn �NJ WOr �_� = FWU>—o-UO 2G' Wiz 32 33 34 35 36 3i W JCS r�"'' a 23' 21 z O U 2 C H aa •° Q<U O <r =O Tz 2 3 9 25 ® � _ ~ 23 24 SKY K = W- W N r - 46 Q 9 10 II 12 �_ 2l 28 29 3 31 �n, 1 O 13 14 15 16 W �y W f v 0- W _� to U if) a- c j❑ W i n o W/ -V Z Z N m 92% 85/ 83% ca WEST ROOF 3 SOUTH i�00F I WEST ROOF 2 ° - uN � W 15 PANELS I6 PANELS II PANELS �� o AZIMUTH:240 AZIl`1UTH:150 2 AZIMUTH: 0 00 PITCH:3� PITCH:36 PITCH:36 C m � O 0 EXISTING ELECTRIC PANEL W m Z U N Q EXISTING ELECTRIC METER W L O — z < co W W y co ` 0 [Q $y Z 0 Q ti (V a � w m W ' e 71 O w U m cl 0� L I I 0 z In O z N F y CS6P-255P CS6P-235PX SAFE HRB z z " M PANELS-255w PANELS-235w r w Canadian Solar Panels Canadian Solar Panels < < a] � o Zo o ...- 0 �o o - 3r 734 Z�f ADA L Z� �•�°' !'�u `ID. � z t h z " "P.F A •- e�.sn.,rc T,fl Aj �/ S Iv LAWS, 0- toe y-• '� NoT - ZesVAT7v v5 B40Z&V. D.V CERTI F1 EO PLOT PLAN ^�8�/ $�QA GCS �'• LOCATION �!!!sTJ9l3L�� tl�s5. �•' ��✓� dI►'1�'v SCALE . . . . Sa DATE PLAN REFERENCE . ?...:.. . . . . . .. . ... . . OF a Ep T.6- � BEY H . . . . . . . . . . . . . . . . . . . . . . 0 0. 4 1 CERTIFY THAT THE 1ST7.vG /Drcr•�!rQ9T1o+v. 't k. 'SHOWN ON THIS PLAN IS LDCATED ON THE GROUND FISTS AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN-OF �A !!s7P.fP44 . .. . .. . .. WHEN CONSTRUCTED. .5).t//FT DATE PETITIONER: Hws S REGISTERED LAND SURVEJeR SNIT / oIF Z. °< , s _. 70► C O w o < l �L1,L 47- w1c � L�9c1� fY �sr '� sync Gl•� 1D r, a Z ltzsrY lop e/c /�t � - E3trsTsnlC • � Aj 0 �TS h Q% �, Qf +/ yrl.• NoTZr &ZOV4-77.O ./6 16.-15drZ> OAW CERTI FI ED PLOT PLAN LOCATION ..9 .... �~ 9S/ SCALE . q Say . DATE f PLAN REFERENCE .��?•`!G.; & 2 Ltd OF2 F_Xlk� v o.26100 a t!sn v� ,r� av CERTIFY THAT THE ' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND �cls-r�i� AS SHOWN HEREON AND THAT IT CONFORMS TO THE ��D Sind SETBACK REQUIREMENTS OF THE TOWN-OF . .. . .. WHEN CONSTRUCTED. DATE '�!?s PETITIONER: � � Mj45 S REGISTERED LAND SURVEJeR 04 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION , UU M4 l 0 Parcel = Permit# 3 0 Health Division 03 3 Date Issued l 65 Conservation Division1:1103r � � nPR '7 Pi 2: 5 4 Application Fee Uv Tax Collector Permit Fee Treasurerl;i %,SiO Planning Dept. EXISTIN EPTIC SYSTEM Date Definitive Plan Approved b P lan�g Board LIMITED TO #OF BEDROOMS 6 Historic-OKH Preservation/Hyannis nr- S Project Street Address rQ S Village Rr Owner GY0 Address CA nn4 , Telephone Permit Request Do"ok,'�6l I &�raoi o cwt f arA - T_' atA bi' d c,\ mw 2- ca c opm,� . i�Akorn ho*,t 6 ffiu I L Square feet: 1 st floor: existing proposed-q u 2nd floor:existing proposed r1) Total new WO Zoning District fzr - Flood Plain C Groundwater Overlay Project Valuation Construction Type Wom Lot Size 2 0 to- 1 GiC, Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 11C QnO� 1991 Historic House: ❑Yes �(No On Old King's Highway: ❑Yes ❑ No Basement Type: ,Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new G Total Room Count(not including baths): existing a - I new 7— First Floor Room Count Heat Type and Fuel:XGas ❑Oil ❑Electric ❑Other Central Air: krYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:j�(existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size Z Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes, site plan review# Current Use I 1'Gi Proposed Use �Sn n^,t aPV-1,Z.) BUILDER FORMATION Name \11S bold, 0Telephone Number Address ��e,ry-ce— License# C�10 S__ &,r\A Vt./, ( - , M� ��(e„3 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY `PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION .-> ' FRAME �17` ��'{ OIL -�O -O -,Piz INSULATION L - 7 - 7 -Or �/N $ t� 1 FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL y j GAS: ROUGH ® FINAL FINAL BUILDING1��l.lrf- i 0 DATE CLOSED OUT ASSOCIATION PLAN NO. ) I RESIDENTIAL BUILDING PERMMT FEES APPLICATION FEE ; New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE U D square feet x$96/sq.foot= W x.0041= plus from below(if applicable) y ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft._ 32 x.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) Deck x$30.00= (number) FirepIace/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 Rev:063004 1 r Town of Barnstable °,. Regulatory Services S snatvsrasue, $ Thomas F.Geiler,Director bum Building Division TomPerry, Building Commissioner 200 Main Street, liyanais,MA 02601 www.town.barustable;ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section if Using ABuilder I (v Q ,as Qwmer of the subject property' hereby authorize:'• ncLto act on mybehalf, in all riI aMers relative to work authorized by this buildin ern it application for. (Adof!Jof Job} / f a of er Date Print Name n0 CMR Appmft J Table JS.Llb(continued) prescriptive Packages for One and Two-Family Residential Buddingo Hated with Fossd Fuels MAXIMUM MINIMUM wall Floor Basement Slab Heating/Cooling (dazing Glaring ceiling Watt perimeta. Equipment Efficiency' Area'(%) U-valuer R-value' R-value R-value° R-value° R-value' Package 5701 to 6500 Hating Degree Days' 6 Normal Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 85 AFUE S 12% 0.50 38 13 19 10 N/A Normal .._......38 13 ZS NIA Normal-.. .------ ------___- - to U 15% 0.46 38 19 19 N/A 85 AFUE p 15% 0.44 38 l3 25 N/A 6 85 AFUE W 15% 0.52 30 19 19 10 N/A Normal X 19% 032 38 13 25 N/A N/A Normal 30 y 18% 0.42 38 19 25 N0 6 90AFUE Z 18% 0.42 38 13 19 6 90 AFUE AA 18% 0.50 30 19 19 10 q �a Lr� 1. ADDRESS OF PROPERTY: DARE FOOTAGE OF ALL 2. SQUARE EXTERIOR WALLS: ` o� . 3. SQUARE FOOTAGE OF ALL GLAZING: Q P 4. %GLAZING AREA(0 DIVIDED BY#2): In C? 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303 a rY i 780 CMR Appendix J p { Footnotes to Table J5.2.1b: a Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding;opaque doors)to the gross wall area, expressed as a percentage.Up to 1%of the total glazing area maybe excluded from.the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 if of glazing area. 1 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U=values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R 38 insulation and R-38 insulation may be substituted for-R-49 insulation: Ceiling R-values-represent the sum of cavit y--_ .... .. insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The,floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5.. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must.meet or exceed the efficiency required by the selected package.. For Heating Degree Day requirements of the closest city or town see.Table J51Ia NOTES: a) Glazing areas and.U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 ramam ;P E Daniell E. B -pP.--s fJCI&. 189 Harbor;Point;Rd 3� C i�id, MA 02637-0361 MST 9 tcA' NcA .a2CFG3 (qoD B) 4•2vb .- 't32 _ _ 1 O ps t2x 4-15 1 A >i/ L )_Sr' v�U ►2 t ck n� de AC&c h, UD ckDD ate' d\�1K•evt S t CWI s + �ssemaa® 0-�dC n-O'�is T '�1 Itv�E�\S�► OF ® �o� DANIEI_E, 44v� -e VL�.� t v1 r-Z-T' BF A •� v STRUC ruRAL =y NO 30595 t RONt+L RAMSBEAM V2. 0 - Gravity Beam Design ' Licensed to: Dan Braman, P.E. ,Job; 'Broberg Res. Steel Code: RISC 9th Ed. 'SPAN INFORMATION: Beam Size (User Selected) = W12X45 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 045 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 24 . 00 0. 180 0 . 180 0 . 000 0 . 000 0 . 480 0 . 480 SHEAR: Max V (kips) = 8 . 46 fv (ksi) = 2 . 09 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 50. 8 12 . 0 0 . 0 1 . 00 10 . 48 24 . 00 10 . 48 24 . 00 Controlling 50 . 8 12. 0 0 . 0 1. 00 10. 48 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 70 2 . 70 Max + LL reaction 5. 76 5. 76 Max + total reaction 8 . 46 8 . 46 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0 . 165 L/D = 1741 Live load (in) at 12 . 00 ft = -0. 353 L/D = 816 Total load (in) at 12 . 00 ft = -0. 518 L/D = 556 Daniel L Branlan,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 April 12, 2005 Project: 10905 Broberg Residence 395 Briggs Lane West Barnstable, MA For: Olde Cape Building Co. EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES On this date I evaluated drawings Al to Al2 dated 3/21/05for the above residence in regard to the vaulted ceiling with collar ties, in the Mud Room. Roof slope is 11 in 12.This is greater than 3 in 12, therefore a minimum of 1x6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third of the height of the roof measured frorn`the sill plate to the ridge. This is in accordance with the MASS State Building Code 3608.2.3.2. I find that the roof structure (2x10 rafters @ 16" o.c., lx6 collar ties @ 48" o.c., 2x8 @ 16" o.c. ceiling joists, and 1-1 3/4 x 14 LVL ridge board is sufficiently strong to support all expected imposed loads. pie®�aa� OF �qff vv o®� DANIEI_E. BRAMAN P 0 3TRUC-FUML PD is t ®FSSIONK i SMOKE DETECTORS REVIEW PHASE II - PLAN FOR ADDITION At � . -- - BARNSTABLEBUILDINGDEPT DATE IBROIBERG RESIDENCE FIREOEPARTMEN —�T BOTH Sl FO DATE GHATURES qRE REQ UIRE R P i ERMIT77N G 395 SRAGGS LANE WEST BARNSTABLE, MA 02668 IMPORTANT ANY CONSTRUCTION, THAT INC BEYOND _ INCREASES MAY 1 LIV INSTALLATION00 SQ.FT.PER LEVEL WING SPgCE DRAWN BY: OF ADDITIONAL SMOKE REQUIRE THE MOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF PERMITGc'S NOT S SMCKE DETECTORS-THE ELECTRICAL ATfSFY THIS REQUIREMENT __ •BUILDING GO. � INC_ 333 SERVICE ROAD • SANDWICH • MA • 02563 PHONE: 505-428-3200 FAX: 508-420-1321 EMAIL: INFO vOLDECAPEBUILDERS.COM INDEX: A-1 EEC/STING FLOOR PLAN OWNER OF,RECORD A-2 FOUNL)AT/ON PLAN JEFFREY C. d NANCY A. BROBERG A-3 FIRST FLOOR PLAN. 395 BRAGGS LANE A-4 6ECONP FLOOR PLAN BARNSTABLE, MA 02648 A-5 FRONT EY,AT/ON FR EL A-6 REAR ELEVATION A-1 LEFT ELEVATION A-a' R/GFIT ELEVATION A-9 6ECT/ON6 A-10 DETA/L6 A-11 FIRST FLOOR FRAMING PLAN ASSESSORS MAP/PARCEL A-12 6ECONO FLOOR FRAMING PLAN TOWN OF. BARNSTABLE 298/031/006 _ REGISTRY BOOIVPACGE BARNSTABLE COUNTY - 1959/336 . • D'-IIIS° 3'-6' Y!'-0' IS':9>!' B'BK' 330° . 1 I O I I � I I I 1 i I 4 I I p o . IXLYfMG I 'p •� GREAT ROOM I - I I 0 I I I Q I m z.Z uB u . - _-___ _-___ S � . PHASE I I I - + -- � �: z a _ u Si• IXI6TMG - � y�j BATNRBOH 0 m Q, - �Q IXI$iMG LdOtJpRY ' ET-TING BdTNROOH Q u w O IXISTMG _ IL 4 O K—C Q LIVING ROOM -!STING - O W N F AR I I HdOTER BEDROOM Q a n '4 GARAGE OE LISN z wmQ ' O IXIBTING W m �Q BEDROOH Q m P IXIBTMG DMMG ROOH Q DATE. O Q 9'-O' � FOYER 913V05 BCALE� - PROJFLi NO. B•I. 306—w - KNEEL NO. EXISTING FLOOR f-I.AN B'-b' 3'-6' }'y' 9'-0" B'-0h° B'-0h° 9'-O' l'-0' T-0' b'-0' !6'O' 141 MO.300< �1. N0.1 OF B Bl'-5' 16-9k . ___-- mauW en x- � c,ecem erg vc -. I Q � � E 3 rAU�O� s � �a=Xo PHASE 11 -- --__--- ~_L -�o�Tp� , m ; I -----Aao--- --- -------------- ---- ' I xLAR GARAGE a Q J Q -.4 ......lEvenMp/E/p6p�ppEEL 061 I - Z W N Q wew ca,P.c,m ru I ,rdu.aw J ___ O W I i I 11 , -------- ' __________—_—_— ____—___ ___-__ I - 7 _ TE, -.•_. DA 9RV05 — 1 — I ' —ALE, I _ ______________ FOUNDATION PLAN ^/ 99•-Wi' xOOA NO.x OF O xx 3k" S O" 4'-S' II'-6• Ilk' WINDOW 1 DOOR SCHEDULE ' DETAIL NOTES, -ALL WINDO TO •A ERSEN•W/ NISHID I TERIORS - -ALL EXTERIOR DOOR^+I BE'THERHA-TRUd-TRU'SHOO STAR FIBERGLA99 DOORS m -ALL EXTERIOR—1.TO E PRIMED PME TO MATCH MI NG -FROM RAGING ELEVATI 5 TO BE Vx W GVG RED EDAR CLAPBOARD 5IDE 4 REAR F CING VATIONS TO BE RJR EXTRd WHITE GIDAR 6HINGLE6 -GUTTERS TO BE WHRE 6 HLE66 ALUMINUM r 1 I 1 O -INTERIOR DOORS TO BE 5-PANEL MABONITE THATCH EXISTING) I Q -INTERIOR CASMG TO BE}V!•6TRdTFORD k -INTERIOR BASEBOARD BE S-V4•BPEIDBABE -RAILIN TO BE PLYWOD TREADS N RISERS FOR G PET I I 1 RAILINGS D BE C-1505 4K RAILINGS M BALUB )W/BRA53 BRACKETS -INTERIOR DOOR HARD RE TO BE S A110G OR •PATED H'BRASS 9Ef9 - -ALL OTHER SPECS ARE ER 6P£CIFICATK)NS PROV ED DATED}xB-x005 _ I Q o EX IMG GREA ROOM 1 0 1 I De a IX15TING f-HASE II 9. IXSTMG r B r b. BATHROOM n - I EXISTING LAUNDRY FWG505B TW1446 - .gip Y-S' x'�• BATHROOM Z V'W O 0 EXISTMG 10 P J KITCHEN - ' - EXBTMG V MD RoO -Q HA5TER BEDROOM .1 Q U P N m N GARAGE 5-0• -- n 1� O Z tD LL a Ml Q Q - - Q EXISTNG Q O O BEDROOM v Q EXISTING - - Q DINNG ROOM DATEr 9'-0' 94' BGALEr S V4'•I'-O' Q 'P PROJECT NO. -0—m 9HEE NO. IST F OOR PLAN stun w 11'-0• 66 5'-0• B'-0N• B'-0I]• 5'-0' T'-0• T-0• e'-0' b'-O' A3 ' x4'-0° - R'_O' M=1• 4ab' O-0' PTRIG ..MC.x004 �,I" NO.3 OF B . O " a a a o: awXo u � a PHASE II O z w v IXISTMG Q u W N BEDROOH fN 0 J Q NONE OFFlCE - - � a w'xxn �' C � ® ., •"._ _ _ - IXISTMG �❑ BEDROOH _ _ _ _ _ O O N z b ------ .----- - - - DATE. - 3RV05 SCALE b _ 9 PROJECT NO. bNE T NO. 2ND FLOOR PLAN - J\ LO YRIGNT ¢� ING CA.,INC.R004 NO.�OFB � O D a _ � u I al"Z�R�9 El s =r` t u o o13If ga a DOD Ell 00 000 0lO IXISTMG z z FRONT ELEVATION -ROOF:'C-ANTEED'WOODSCAPE 30 YR ARCW O 0 J O - DOLOR:WEATNEREDWOOD Q Ay WESTERN RED CEDdR CVG W N COLOR:.- Ll -T L I'X-PRIMm PINE J�.J COLOR:S,C - W J . -GURERS:CONTOdlOU9 ALUMINLRi COLOR.WHITE Z W m�- -FROM PORCH.K4NOGANY COLOR:NATURAL Qe O N z COLOR:WNRENDERSEN'TILT W DOUBLE WING LL L SKYLIGWS�'VELUX'VENTNG—L— C L STANDARD STONE -DOORS:`fH HA-TRU'bPANEL COLOR:BLACK DATE: ' 3/1V05 SCALE: - PROJECT NO. ]005014 ' SNFFfNA�O. A�/•}� COPYRKM OLDE GAPE BUILDING CO.,INc.3004 NO.5 OF B � a oE � � o = g •o �� 3Rm9 ® �\ MG o ® [E—M-1 a z g W pp o IQs IXI5TING NBV Q UT, U "5n ut f2EA.. E� LEVATION a m a LP z m `"a m DATE. 3!lV05 ecALE, PROJECT NO. ]DO5014 8HE£f NO. COPYR GHT OLDE GAPE BUILDING CO.,INC.1004 NO.6 OF B O o o � E � o u°F9 `Ti oI grog® a iid m m�'u u 8 � Im m w v uws q �N L l'1 LEFT ELEVATION - WW Q m id r� m 4— (O cq (0 DATE. PROJECT NO. ]005014 9W—NO. Al CAPYRIGH� OIDE CAPE BNLDING CO.,MC.XJ04 NO.l OF p E � III O O U = g 8m9 Um _ a eum��a n� 9jZIN D�Sto ,mj owl$ a u g w v Uwe O a O RIGHT ELEVATION uP w n m �Z . - FY30JEGi NO. 100E014 9NEET NO. Aa COPYRIGM ' OLDE GAPE BVaDING CO.,INO.]004 NO.BOFD ,.n� BPN�L:BNIN4L�GN o - DBNEe,~ING m � E�RooF,R�Es ��reEEPLA�J - - o�aE N cIJPe IF BpAclw u'o.c. 3gm9 �.>�LE�R— ECT Rm�R R�E� . � .o: �•o SION A-A EIE Z m wxAnE cARsimcroN -oIi.�(1 . BA8Ea0 Y AEaNu�Ao uOA�ITiBse \ �' O z%D Ns)N�p �ouetE Pure.1 T--uu HBOI.E PUTEJAT�eonoRlsx � u u O ' G PL�91BFLooa �u.} U z wA'i,_'LL PLATE FABIENED TO FpnIDATION 'J ' FINaNm FLooR iwTN I.t DIA AN.NDR B.LTB EHaEDDED g n 1=1 _ ILL 9EAL eEiYIFEN PLATE,EuamAT:vN uw1 - nw.nwe-w oc ��VgPoR TO NG oR Y X Y cR 4RmE Aaur FRon �-�I °'^�°'E^ aRIDGING OR BOL pOIIRED CANCRETE uuLL I .uv a n xNUTwI 1e•y \ QI .. 1 5 REeAR IHOR¢ONfAU TAP mPOURBE coItc—E FOOTMG V I R—ouF-V REBnR.4'o.c.lvERiICALJ.�� TAR CAN..uW1B TO I—ROLES Fn m— W ,a nORTAR oR DAnPROOFBI6 J U W' -Fmxee vd,m,N.m., umu Q u'TM AROENBRY OFFNOf LEI+�9 1Hi N B.6 Lalcu.Fi. - J Q ova N - 900 ME r �® I �oR A B.ttEc.AF'pRavEo DRAINAGE IArER MTBxIAL. Z W N L eEAR ON tAnP TED BOLL cpNCN B� cRYs p T. ff DER O W + F - � e FRAME WALL SECTION-FULL B MASEMENT (O Z v DE AIL WOI - SCALE:N.T,S. {ry Q SECTION B-B DATE:- ALE, PROJECT NO: CROSS SECTION vDoww A9 COPYR "T oLDE GAP£BNILDING CO..0lC.]004 No.9 OF B r • O __ __ _ _ _ ------____ ______________ _. _.._ ....._. ___------__ __ _ _ _ _ .__...__ ....._.___ .. _. __._ .....____ .-___...__......_______..._...___.........._.__.__________..____..._. -------------------------------------------------------------------------- 1 3 - >��� mR - aeoeven.eesne�e —Tw®�eTeaorsUrors•pp� 1 ea.m ewe�me�ewrsm o � Sx —r018flL�b�woa RR E �-�"��lvL Ka �• 9 ou BOL,e..n ec etu. � Y 1 TYPICAL BEAM DETAIL �+• - -- ° ems, WOOD/FLUSH BEARING E etas r. O TYPICAL BEAM DETAIL BTEEL/BOTTOM BEARING . .e e¢aa or+me x",.r-f-o• � - O U TYPICAL PERIMETER DETAIL - d v BETWEEN GARdGE AND HOUSE L o W Z. • '--.. ' --"—.....-'-------- -------. .------.--......--------------__-----------------------_---------------------------- '---'----'-----------------`----------------.-_---------'--'------------_.....--------------.... - - - suB ua %o ----------- $ 6 m wlu .o I +z—�av aF mucr:Fea-m° ,•n: 'm:'•o: �•eaaer er.,aoor+ r,.ao.Ma Ci U' W oq TYPICAL PERIMETER DETAIL euoa ew<ae � ..�..'. 4 oarcrsere 000r•��r � � - � �Q BIDING/B STUD .n.....R. v.vv�r.w on AND UNFIN15HED BASEMENT TYPICAL FOUNDATION WALL DETAIL seas r-I-o - TYPICAL COLUMN FOUNDATION DETAIL ° v. t o xue f.r-o' DATE: 3AV05 SCALE, .--------------------.-----------.-------------....__________.................._______.______.-.___.__. -----------------------------------------------...------------.---------------------------------------- .-...-_......._.._.._-__......____________-....-_____.____-______.___........________..____...___..___. PROJECT NO. ]00501L 51JEET NO. DETAIL AlO COI OLDE CAPE BUILDING DO.,INO.1004 - NO.IO OF L9 O 0 /.A PHASE II �- -------------------------- r �U----------i <' rc� g TV T___ _____ W .4 1 9 Z I Y S.u ,I - i O V W -O RE BLAB OVER 1' E 15TIN N0115E -- Q GOFIPADTED FILL m� __—------------- ____ i E Q m m i _ ------------.--------------.----------------------------- . i ----- ""-"-"-----"----"------------- - .... I _______-___________--_________ DATEr i - , I - ._ _________________ _ -ALEr 4 4`7-- ----- ______________--_____ +' O.____�___________ PRO.EGT NO.___________________-________________________.__..______: - BNEEf NO. -- ---- ------------------------------- IST FLOOR LAYOUT - All ING CO.,INO.1004 94'-I° NO.11 OF B 1 1 I I I I I I o .. I GREA ROOM I 1 I p SY 1 � I 1 I LQ QyyA yQya I I � iIV m m d a 01.1 PUASE II � a - B I S�• IXL5TING Q r r S I - BATHROOM O_ m EJ(LSTING . LAUNDRY Q / -TMG (L BA HROOH IXISTING Z �Q 0 Q IXISlING - W YQ MASTER BEDROOM N Q' 1u j -_-__-__ __ _ is _ _- __ _ �� _ • I•-l' x'-l' 0 In W m f 0 (Y m b a I' t - _ IXISTMG 0 M -_ - BmROOH V . DATE. Q SnVO5 P PROJECT NO. x005014 SHEET NO. 2ND FLOOR LAYOUT - - x4'-0' Q'-0' Xa'-1' w'-0' Q•-0' YRKi Mc.zoo4 NO.D.I. P`ptIMETp The Town of Barnstable SAWN Department of Health Safety and Environmental Services Building Division TED Mpy 367 Main Street,Hyannis,MA 02601 .rice: 508-8624038 ix: 508.790-6230 PLAN REVIEW Owner: [7/20 Be R ,- Map/Parcel: Project Address: 3' /7 Builder: ©LD CAP S vl. CAP -'a The following items were noted on reviewing: //tad A ��vojl IPL4AI C/-JA mg F r/y07— D� �/'-e kS W/ 'T'oy Teo ��r7 0, Colt/ ��'T i'D.t/ �c y G,r/ O. A.1 1PI • t Reviewed by: Date: Z W .1 ! ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 62 ti L C/ Map ` c Parcel D1644 Permit# 7 ® `7 Health Division bW 3�-3 6 - � Date Issued C O Conservation Division Application Fee Tax Collector Permit Fee Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITH TITLE 5 WITH CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address Q A G G- S [....Atj I— Village rA Q -. C 3 Owner je:�" <i- NA-r-'SJ 613F_P,_G Address 9A-M E_ Telephone 6_0 3 C A7 Permit Request ``_i'c> % l Q_d °K c( O '6U-i 1 1-4 (Poo k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) , Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use _ H0AU-X# ,t_4 .Gg y.�c BUILDER INFORMATION Name Telephone Number 6"M-77 " cia ,y Address It t!t P,--►-ry ID 2 License# n (S J" 3 8 hiA- 026-3 z Home Improvement Contractor# t 6 9 Z "3 2 Worker's Compensation# q g ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ' FOR OFFICIAL USE ONLY "PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS. VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION i©o a C. a y ® S FRAME INSULATION FIREPLACE c ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL rn GAS: ROUGH s FINAL 28� k- rl,C FINAL BUILDING �Z._ m0 �: DATE CLOSED OUT m 0 R .� nrt: C� ASSOCIATION PLAN NO. M S 00 €Ti Q i °FsME r, Town of Barnstable Regulatory Services as Mass.MASS. " Thomas F.Geiler,Director 9�'rFnMp�"10� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, as Owner of the subject property proms: hereby authorize AEAUiftJ t,`( p�.Lg r--PC —ri±,,c,�w 1Z Lv pw t to act on my behalf, i i in all matters relative to work authorized by this building permit application for: 37 6- B 1?A-C-C-s Apat-)aT"C E, J -r/a (Address of Job) Si a f UVner Date Print Name Q:FORM&OWNERPERMISSION Punite Pool: 20' x 40'_3' fi" to S'0 deep __i 3M1 ----------- -- -- ---- 48 ft. ii. .. ..,; Scale:1/8"= V-0" 3 ft.0 Job- 34 ft. 3 ft. _ Specifications I' Deck SWIMOL t bench Pool Area Filtration System c• L y 782 . within 35' of pool ,;, [, �� Pool Perimeter Shallow Depth W wood deck with 1'wide step inside of pool 17 ft DlVing ROCk Deep Depth 40 .from house 1 __._- _� _ 4 ft .-.____ ___.-.__ FWH N Spa Area Centerline off sliders Spa Perimeter \ 0 in house inyill`illi 91 ":III:'{.. Face Tile .)Y� pad 6" Swimout bench o Coping :1 - Deck Area .'K 512 Deck Perimeter 141 40 ft, `y; Plaster - � e Measurements 4" Deck Tec Top of Gunite �� r. Color Fixtures N 00 �` Pool to Equip M 35, A M :x Pool shell Spa to Equip Ground p Heavenly Pools Jeff and Nancy Broberg 15 ft. 0 in. 14 ft. 11 ft. 1 24 Plant f tt #4 germ t 396 raggMA Lane k 2630 Hyannis, MA 02601 March 16,2004 ry' 508-771-4242 a„ _ , Filter/Pump METHOD (GUNITE-AIR PLACEMENT) MATERIALS: DECK BY OTHERS Amount of deleterious substance shall not exceed the limits prescribed in ASTM C33. Proportions by volume shall be be(1)one ® 2" part cement to 41/2 parts sand.Sand shall contain not less than 3% nor more than 6%moisture by weight.Cement and sand shall be 2 ft. 7 ft.6 in. 8 ft. 6 ft.6 in. L VARIES BOND BEAM mixed thoroughly in a power mixer for at least 1 1/2 minutes.3 to 6 GUNITE DEPTH AND WIDTH gallons water content per bag of cement. I AS NEEDED Minimum air pressure shall be 45 psi on the gun tank where 100 feet A I A4 or less of hose is used,pressure to be increased to 5 psi for each I 2"MIN. additional 50 feet.Maximum nozzle diameter shall be 1 5/8 inches. Water pressure shall be at least 15 psi above air pressure at the nozzle. #4 BARS @1W O.C. FORMS&GROUND WIRES: The forms shall be built so as to permit the escape of air and #5 BARS @ 1 t7'O:C. rebound.Ground wires shall be installed in such a manner that they STEEL:USE#5 BARS @10" accurately outline the finished surface as indicated on plans/or O.C.VEIN. BARS TO BE specified by Change Order.They shall be located at intervals x WIRE TIED @ sufficient to insure propuie thi knot b.Wiie shall be stretched tight INTERMITENT LOCATIONS and shall not be removed prior to application of finised coat. Return Return TYPICAL REINF.DETAIL PLACEMENT: NOT DRAWN TO SCALE All surfaces shall be dampened before application and material shall not be applied to a surface on which free water exists.Material that .PLAN VIEW rebounds and does not fall clear of the work shall be moved. SCALE: 1/8"=1`-U' Rebound shall not be used in any portion of the work. Any portion of in place material,which sags is soft,contains sand pockets or shows other evidence of being defective shall be moved SHALLOW END and replaced with new material.Mortar blocks,metal chairs,clips or 2 ft. 7 ft.6 in. 8 ft. 6 ft.6 in. IVARIES LINE OF CLOSEST spacers with wire ties shall be used to secure the reinforcement IN. firmly in position as shown on plans. WATER SURFACE I WALL OF POOL AHEAD Gunite shall be applied in layers 1 to 1 1/2 inches thick,the total OF DIVING BOARD thickness obtained by successive placements being up to 5 inches. Establish definite means of checking the thickness and moist-curing. co TEST:Lo A compressive strength test of air placed concrete shall consist of �O three specimens(sizes 6"x 12"or 152mm x 305mm)cylinders.One Co SLOPE 1.7 GENERAL NOTES test will be conducted a 7 days.The remaining two shall be tested at 28 days.One set of test specimens shall be obtained for each days 1-25 1.Width,length,and depth dimensions may apply to work from nozzle person. -SLOP pools of any shape.(see Specs) FINISH: 2.No diving boards to exceed 19 in length. Upon reaching thickness&shape outlined by forms and ground 3.All electrical references to be designed and installed wires,the surface shall be rodded off to true level and grade.Low SECTIGN A-A g� J spots,or depressions shall be brought to proper grade by placing ®a --••� a by licensed personnel and accordance with all additional air placed material.The surface shall be broom finished to SCALE: 1/8"=1'-0 ra� �`1 i1r -' ,� building,electrical codes.(No reference herein is secure a uniform texture. Rodding and working with a wood float shall intended to indicate certification by the Design DANIE1 E. �%' Engineer.). be held to a minimum. BFV,91AIV 4.All motors,filters,circulation pumps to be sized by Rebound or accumulated loose sand shall be removed and disposed ® 5 i RUCTURAL others. of by the contractor. \� �D U vb9s 5.No accommodation is made for backwashing by means of a leach pit. ASTER PLAN T �, PLANS,SPECIFICATIONS& DETAILS The dimension"X'on drawing denotes extension of FOR A GUNITE SWIMMING POOL sr/pu that area as required.The basic reinforcement will be reqiured as will all other spechcation requirements.It CLIENT: �sP*1�s�4� Pooc.S �It�IG. �►lam—d may also require additional return lines,and skimmer a: �otpV►BW D�w6�C6tsTBRV — capacity may have to be increased. ATE: DRAWN BY: InaCo3� SCALE: 1/8" I' ll" 7. All pipe schedules to be PVC Schedule or copper/ brass. //''�� BUILDER INFORMATION Nam�J� '01) v cS ��rr Z raTelephone Number Address License# (1 11 � AAA ��S�2� Home Improvement Contractor# C? " Worker's Compensation# OL-W C— 2,71 2 SR ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ITU�S kt r-5 r SIGNATURE DATE �I(� 1(0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION G Map Parcel 606P Pwmit# Z ::9,, -3 ® -3 Health Division 3--30 ,�?9 33 Date Issued �� Conservation Division FiS.' 0: Application Fee Tax Collector lkz Permit FeeI Treasurer SEPTlO SYSTo MUST BE 7o?i Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE S Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AN[ Historic-OKH 8 lreeser�vation/Hyannis TOM REGULATIONS Project Street Address J95 A rQQQJ Village 66J/LO jalo(.LJ Owner k4, an(X 116L11L'ca 3f0 ra Address 0195 �GL Ll'x� Telephone _ r \ � �Jr �'7 Permit RequestJI'1Or i'l° frUu U& X y� (>?CXGLl�i�jy� urk f M/C/ kp x/Cr_ CI tU_/ - Square feet: 1 st floor: existing J60LI proposed J) 2nd floor: existing ( Y}So proposed J 7� Total new X60 Zoning District Flood Plain Groundwater Overlay Project Valuation nstru tion Type Lot Size AdjLgCi'( Grandfathered: ❑Yes 0416'If yes, attach supporting documentation. Dwelling Type: Single Family U1 Two Family' ❑ Multi-Family(#units) Age of Existing Structure /q,? / Historic House: ❑Yes t-4o On Old King's Highway: ®-Ygg ❑No Basement Type: ❑-F-01 ❑Crawl ❑Walkout ❑Other .Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new U Number of Bedrooms: existing new U Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ®.Off ❑ Electric ❑Other Central Air: ❑Yes ❑-W Fireplaces: Existing J New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:U-;, issting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ta-W If yes,site plan review# Current Use Proposed Use ���'' BUILDER INFORMATION . Name D 6U X 1//�w Telephone Number (5.M) -7-71`Q30 3 Address/,, License# (60 ro Home Improvement Contractor# Worker's Compensation# Ltt -)9359C20 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO E SIGNATURE DATE Ky FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: • • FOUNDATION IAOSO OX _!fdA'0df-9dV �!� t��l�y`fir�' t�evLY"A119 S®era FRAMEor 'fr3 �''6�► ��®�4� � INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH- FINAL GAS: ROUGH g : .. FINAL ~ FINAL BUILDING DATE CLOSED OUT 3.7 ASSOCIATION PLAN NO. , Town of Barnstable P � ' Regulatory Services * BARNSfABLE, • v MASS, g Thomas F.Geller,Director �AlFD Mai A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorizedew (�Iom-kIn oNC I/AC, - to act on my behalf, in all matters relative to work authorized by this building permit application for: C395 gaga r��an� r�ota� (Address of Job) qnWe cTf et "l Date Print Name Q:FORMS:O W NERPERMIS S ION �oFt1KE T Town of Barnstable Regulatory Services 9 saxN S. a g» Thomas F.Geiler,Director �p 1639. ♦0 rEo�r a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, Construction Supervisor License # 07,o�O , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# , issued to (property address) r A LC� f)C,,rnS+-&1LJe— on 10 ) , 200-�,. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) Cd I C� 6 LICENSE HOLD AR DAT q/forms/newcontirb rev:080102 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE_ 91 New Buildings,Additions $50.00 4 Sa 'a Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE $1 02 a 7 square feet x$96/sq. foot= l a x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 000 7,50 square feet x$64/sq. foot= '-y 1 x.0031= '9�'' plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _�x$30.00= (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 pro;cost no ci g AppeodU l Table JS.2.1b(continued) prucriptive packages for Oar aad Two-Famity Rrsidentlal Buildup Hated with Fossil Fuels • MINIMUM MAXIMUM Wall Floor 13ase7aent Slab Hening/Cooling Glazing Glazing Ceiling perimew Equipment F1licienc)" Arm'(6/1) U•value= R-valuer R-value R-valuz1 wall R-value' R-values. Package 5101 to 6500 Hating Degree Days' Namzal 12% 0.40 38 13 19 10 6 Q 14 19 10 6 Normal R 12% OS2 30 6 85 AFUE S 12% 0.50 38 13 19 10 N1A Naaual T 15/. 036 38 13 � N/A Normal 13% 0.46 38 19 19 10 6 U N/A 83 AFUE V 15% 0.44 38 13 N/A 6 85 AFUE Rr 15% 0.52 30 19 19 10 9 10 ri/A Normal X 13% 032 38 13 25 NIA N/A Normal y( 19% 0.42 38 19 6 90 AFUE Z 18% 0.42 38 13 1 19 10 6 90.AFUE AA 1 18% 0.50 30 19 19 10 1. ADDRESS OF PROPERTY: 5 Z. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 00 4. %GLAZING AREA(93 DIVIDED BY#2): y�0 AA-see chart above): l� - l n �' 1��1 5. SELECT PACKAGE(Q-- NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-farms-580303 a 780 CMR Appendix J Footnotes to Table J8.2.Ib: doors, skylights, and 4 Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example, 3 fl of decorative glass may be excluded from a building design with 300 ft of glazing area. z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized Truss construction. If the insulation achieves the full insulation,thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. a The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. ` ne entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mceE the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement dt-scribed in Note b. heated slabs. 'The R-value requirements are for unheated slabs.Add an additional R-2 for ' If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package, 'For Heating Degree Day requirements of the closest city or town see-Table J5.2.la NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. include structural components. ' n only and do not R-value requirements are for insulation y b) Opaque doors in the P e building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge, or crawl space wall component includes,two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors), rih/!J1/LfJt7 r t i ti �1 5'r.I�:;ae621 3u PAGE 02 ID olf o oil Oaf r/ 4 ' b awr, / f f r dR•�'� Sq ta' � � I �•'� ' - a' � Now'-az.rv�r„�3 Byrom o.v —� Z� �''' CERTIFIED PLOT PLAN. UMATION C A1E .S4me V 6W A v �toa o 1 CERTIN i%AT rw C +-"�►(3 n.�G !W,��+.s?�'7!pa'!i SHOWN ON rmis pU1N 19 t4C.ETED 0+! THE 6AOUNO AS SHOWN HVtCN AND THAT IT CDNFr.*mS To THE 4�o sum SRTT&ux mulft ►ENTs OF THE TOWN oir ocr . .. . .. . . . WHO GONST7l1cm PETITIONER: yTj��GF �/��s G• � ' KOISTEREQ WWO SIJRV[yA BOISE BC CALC@ 2002 DESIGN REPORT - US Tuesday,July 29,200313:54 File Triple 1 3/4" x 91/2" VERSA-.LAM@ 3100 SP Name - BC CALC Project: FB03 Job Name - BROBERG Description - Address - 285 BRAGGS LANE Specifier - City,State,Zip - BARNSTABLE,MA Designer - Joe Madera Customer - THE HOUSE COMPANY Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - IT Standard Load-40 PSF 110 PSF Tributary 08-00-00 # I All! 1 . P BO B1 3240 Ibs LL 1863 Ibs DL 3240 Ibs LL 1863 Ibs DL Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description, Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-00 40 PSF ) 10 PSF 08-00-00 100 Member Type: - Floor Beam 1 Unf.Lin. Load Left 00-00-00 09-00-00 O'PLF 80 PLF n/a - 90 Number of Spans 1 2 Unf.Area Load Left 00-00-00 09-00-00 25 PSF 15 PSF 16-00-00 125 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope '0/12 Moment 11482 ft-Ibs 43.9% @ 125% 3 1 -Internal Tributary 08-00-00 End Shear 4205 Ibs 34.9% @ 125% 3 .1 -Left Repetitive n/a Total Deflection U483(0.223") 49.6% 3 1 . Construction Type n/a Live Deflection U762(0.142") 47.2% 3 1 Span/Depth 11.4 - 1 Live Load 40 PSF � Dead Load 10 PSF + Part Load O.PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in acco(dance with the current Installation Guide and the applicable building i;o_des. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, = VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 r a BOISEN BC CALC®2002 DESIGN REPORT- US Tuesday,July 29,200313:53 File Triple 1 3/4" X 18" VERSA-LAM(g) 3100 SP Name - BC CALC Project: RB01 Job Name - BROBERG Description - RIDGE Address - 285 BRAGGS LANE Specifier - City,State,Zip - BARNSTABLE,MA Designer - Joe Madera Customer - THE HOUSE COMPANY Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 10 12 Standard Load-25 PSF 115 PSF Tributa 16-00-00 BO B1 4300 Ibs LL i 4300 Ibs LL 2866 Ibs DL 2866 Ibs DL Total Horizontal Length-21-06-00 General Data Load Summary. Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 21-06-00 25 PSF 15 PSF 16-00-00 115 Member Type: - Roof Beam Number of Spans 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 38516 ft-Ibs 47.8% @ 115% 2 1 -Internal End Shear 6166 Ibs 29.3% @ 115% 2 1 -Left Slope 0/12 Total Deflection U410(0.628") 43.8% 2 1 Tributary 16-00-00 Live Deflection U684(0.377") 35.1% 2 =1 Repetitive n/a Max. Defl. 0.628"(Limit:1") 62.8% 2 1._. Construction Type n/a . Span/Depth 14.3 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-5/8". The completeness and accuracy of Minimum bearing length for 61 is 1-5/8". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate.bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the.applicable building_codesl; To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD7m, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT", VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Daniel 1? Braman, PS- 189-Harbor Point Rd 2 S ►�c�a Cammaquid, MA 02637-0361 -.®b•�i7 �r,a.c�d Fwocz. h •L. z lS�s$, �-•(.,a 4coys 1 i �•flA� o� 2- 9 LQ L LG` Prc.�2 W.DL1Ccx.�o •3r t.G,clt`� K•t� 'Ici0��-�• bi z 16x +OA- Ica Ato + tcox3oz- L.boLL - CID yr, 9-VI DANIEL E. RRAMANN STRMT P� AeST �4 7r3���3 . - O s,u..--ry.-s`'J 12 a NEW SMOKE DETECTOR REQUIREMENTS I aJla�aM a ARE NOW LAW. EVEN THE ADDITION OF A O ; NEW BEDROOM WILL TRIGGER AN UPGRADE OF THE SMOKE DETECTORS ,M. FOR THE WHOLE HOUSE. YOU MUST PLAN ACCORDINGLY AND HAVE YOUR ---—� --==----------------- ELECTRICIAN TAKE OUT THE APPROPRIATE PERMIT AT THE FIRE DEPARTMENT. 14 4 w.c...,.o J�A : I I------- t� SMO E DETECTORS O.K, ® / � I � rac...•..w. �L I o.an b.a_wa. - i lO O e O a u7 �U GJ G 1 1 1 U N u BARNSTABLE BUILDING DEPT. O Q _p O AREA OF FUTURE WORK - I I � I I Q �.� ' O O O O o L .ra .rzl xl.m I n• w4 ElN o4..n 12 o.c. I I e V ---- ---------- _r « ' ___- ___________________________ __ •9 I r------- l 1 I I I I I a.,..9 1 x° bD - I I 24.24.12 b9 ,0 � 4"•mic.v..,u I I I 11 L2'and O.C.w..,n ...v 1 I I 1 j $ _ po C7 I I ..,,9B'ee.a I A , I, �i,lSrluq FODUDArIpJ r0 4ENA1�.1 _ I - I 1 , 4 li ! 1 1 , ra.,c.:,... da b..„.a. I 1 I 1 I I W i I - DATE:2 - _--- I � R- Ravlslana: ' I I I �I•� 1e �n#12"e.cj4 I I I ;_,_ I i e _________ I I I I I I I III I L----------- 1° I 1cn g 1 I II __; I i-- ------ -- 1 1 J I n le 11 I I ------�-------------------- I1 `1-------------------------J I - ' laa u rw.v a 1 I .00n I 1 I .es usr I I I s I ww ti V> CD as E s --------------- ---------- ------- - ----- g- --- -------------- ---- — ' w Bmmv. ❑ n � i 1 I w.... ' ^ 1.ems. I —•vl'° I 1 \� �/ p Q 0 1J 6 I U 4� gw w, a © —4 ua c b I Imo' 3 ~ 0 a. I I r;z I Im I W W A-..A of FUTURE WORK kg; 0. e� . --- --lu -- — -� 11-111— F — 3; � ----- ----- ° a sLs La B b 6 I I 111 u I I ...7T ^ I I 0 b O Revlsians: B rn o-il = r---------1 � r— ___--_I _--- ----------- -- --- --b v � O ID CN I a�, u Ye. S.— ' u•ate,",,... ..." b.4 16"O.C. S.o,e."•2.5 c..s a-13 re¢c�s.uu. 1/2 114 T 1, i/2 ean,S O.C.,.... uri0 s.s.ib O.C, ------------- F WALL ^JECrIOu ... b4 J/f 16"O.C. - ¢-13 rma.s.ww //— - 1/2 112 w.s,S O.C.....". 1/2"ee..n,S O.C...... . �— 3/4.4.+v.we..ma¢wn Fuca --. II IIII •. I III II '-1- 16 O.C.,b"¢-19 I I�z 48'w.. v, 48" �YOV.iDArIOu JECrIOUJECrIb.J �P7001DArlOu 5FCrIOu5FC,10u P THE HOUSE COMPANY Broberg Residence P.O.Box 1166 3 = 395 Braggs Lane Bam table.,MA 02601 Barnstable,T Tei(508)771-0303 Web..,hehowec wm F—(508)7714303 EmuL howeco@npe.wm 1 rl rl ®®®® � ®®® DE- ®®0� �F¢our ELEVArIOJ �D O v W m FA W RW.lo 2EA2 ELEVATI0IJ O-_ $fi ao �� p �o Cd o-L.EFr ELEvnrlou O a: � a =� a v � 0 M P� P� ®® ® H®H MTE: ihs/oe � ReWslons: LO 1. ' O RIGNr ELEVArIou. . A xa.4 N � a I I 0 yp r5 N _ zcs:1/4 1 Io..rm aa..2.10 sn.ro LSo II . I\ I II I -- I ii �i II i I I ;; I I Wlo 2--91/2 LVL C II I it — I i I Mn.a avccm. I I . I I I I I I I � b I I I I _ _ - SECOU P7,P'Z_K..4 Pau c:1/4"'1 e THE HOUSE COMPANY �� - Broberg Residence r.0.,mu0 395 Braggs Lane Bamsrable MA 02601 Barnstable 1VL[i Td.(s09),71-0303 Wei,w r6ehousao.mm / c.rcnn�iiinana E—tL ho—@.peso. --- ---------- ------ ------------- �� _-__ _ ------- a - --- --- --------- -_ . E.u.w Sv`nm F 4 4 LIL- nEll a 4 g THE HOUSE COMPANY a.. Broberg Residence P.O.B�1166 ` ' 395 Braggs Lan�e Ba n mble,MA 02601 m M Barn MA stable, TeL(508)771-0703 WTk i.AN��m��M mm ' ll �Loot' _ 14 r-aoQ b,L.4 . t4 yc,t5 -t- t A, tS + 10 YL n Us l b K 3 d d �vw•v►g t c�� C�+i� �� l RAMSBEAM V2 . 0 - Gravity Beam Design r1itensed td- : , Lean Braman, P.E. Job: Brobe`fg Res . 2-8,�Braggs Ln Steel Code: RISC 9th Ed. 39S SPAN INFORMATION: Beam Size (User Selected) = W10X30 Fy = 36. 0 ksi Total Beam Length (ft) = 13. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 030 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 9. 50 3. 75 0 . 00 6. 08 Yes Yes Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 13. 00 0 . 570 0 . 570 0 . 000 0. 000 0 . 980 0 . 980 SHEAR: Max V (kips) = 17 . 46 fv (ksi) = 5. 56 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 52 . 8 8 . 2 0 . 0 1. 00 19. 56 24 . 00 19. 56 24 . 00 Controlling 52 . 8 8 . 2 0 . 0 1 . 00 19. 56 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 91 6. 64 Max + LL reaction 8 . 01 10 . 81 Max + total reaction 12 . 92 17 . 46 DEFLECTIONS: Dead load (in) at 6. 76 ft = -0 . 122 L/D = 1275 Live load (in) at 6. 76 ft = -0 . 199 L/D = 783 Total load (in) at 6. 76 ft = -0 . 322 L/D = 485 I t • Ua*E. Braman, P.E. 189 Harbor Point Rd 4�11 �LtJc C�P�' LA-) o.L..4 l�x-t t-40 - ► w L l.. '�-�j X.tip = ACC I ln. G v se- Vc>0 5UG: 1;34 X tco U easy,. L Po slt5 V sE: v E u s A. L.x*.t S-rg-o t-1 y �-.. 4x.� Of r 2x I2 @ t Co �r Pcewxc4ed V DANIEL E. �. RRAMAN v STRUCTURAL . w l�c.,wy c�P�cs��S` CO�►.c�S o�'` -� 63 F 2n„Ktv%e:.Mr ' RAMSBEAM V2 . 0 - Gravity Beam Design Lid etised-to: Dan Braman P.E. Job: Broberg Res . 395 0ggs Barn. StEe Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W16X36 Fy = 36. 0 ksi Total Beam Length (ft) = 33. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 036 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 33. 00 0. 240 0 .240 0. 000 0. 000 0. 400 0 . 400 SHEAR: Max V (kips) = 11. 16 fv (ksi) = 2 . 38 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 92 . 0 16. 5 0 . 0 1. 00 19. 55 24 . 00 19. 55 24 . 00 Controlling 92 . 0 16. 5 0. 0 . 1. 00 19. 55 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 56 4 . 56 Max + LL reaction 6. 60 6. 60 Max + total reaction 11. 16 11. 16 DEFLECTIONS: (Camber = 1/2) Dead load (in) at 16. 50 ft = -0. 567 L/D = 698 Live load (in) at 16. 50 ft = -0. 822 L/D = 482 Total load (in) at 16. 50 ft = -1 . 389 L/D = 285 E- �CALCO 2003 DESIGN REPORT-t Tuesday,December 02,2003 08:48 Double 1 3/4" x 16" VERSA-LAM®3100 SP File Name: Olde Cape_Broberg.BCC: FB01 Job Name: Broberg Residence Description: Address: 395 Braggs Lane Specifier. Dan Braman City State,Zip:Barnstable,MA Designer: Joe Madera Customer: Olde Cape Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,•NER 629 Misc: . 1 2 3 Standard Load-40 psf 110 psf Tributary 01-04-00 51,V.°� x .. 1 .78' BO B1 3433 Ibs LL 3433 Ibs ILL 2528 Ibs DL 2528 Ibs DL Total Horizontal Length-05-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 05-00-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 ridge Conc.Pt Left 02-06-00 02-06-00 Live 6600 Ibs n/a 115% Left Cantilever. No Dead 4560 Ibs n/a 90% Right Cantilever. No 2 wall Trapezoidal Left 00-00-00 Live 0 plf n/a 90% 02-06-00 Live 0 pff n/a 90% Slope: 0/12 00400-00 Dead 60 pff n/a 90% Tributary: 01-04-00 024)"0 Dead 80 pff n/a 90% 3 wall Trapezoidal Right 00-00-00 Live 0 pff n/a 90% 02-06-00 Live 0 pff n/a 90% 00-00-00 Dead 60 ptf n/a 90% Live Load: 40 psf 02-06-00 Dead 80 pff n/a 90% Dead Load: 10 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Moment 14432 ft4bs 33.6% 115% 3 1 -Internal Disclosure Neg.Moment 0 ft4bs n/a 100% The completeness and accuracy of End Shear 5765 Ibs 46.3% 115% 3 1 -Left the input must be verified by anyone Total Load Defl. U2736(0.022) 8.8% 3 1 who would rely on the output as Live Load Defl. U4708(0.013'), 7.6% 3 1 evidence of suitability for a Max Defl. 0.022" 2.2% 3 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(L/240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(L/360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 2". with the current Installation Guide Minimum bearing length for 131 is 2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call Connection Diagram (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALCO,BC FRAMER®,BCIO, Connectors are:16d Sinker Nails BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMTM a=2„ d VERSA-LAM®,VERSA RIM®, b=3" VERSA-RIM PLUS®, - VERSA-STRANDTM c- 12" a a • VERSA-STUD®,ALLJOISTO and • d- �— AJSTM are trademarks of C Boise Cascade Corporation. • • a ->�I b RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman P.E. Job: Broberg Residence tarnstable Ste! Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X18 Fy = 36. 0 ksi Total Beam Length (ft) = _13. 50 Top Flange Braced By Decking LOADS: Self Weight = 0. 018 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 13. 50 0.285 0. 285 0 . 000 0. 000 0. 760 0. 760 SHEAR: Max V (kips) = 7 . 17 fv (ksi) = 3 . 83 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 24 . 2 6. 8 0. 0 1. 00 19. 12 24 . 00 19. 12 24 . 00 Controlling 24 . 2 6. 8 0 . 0 1. 00 19. 12 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 04 2 . 04 Max + LL reaction 5. 13 5. 13 Max + total reaction 7 . 17 7 . 17 DEFLECTIONS: Dead load (in) at 6. 75 ft = -0. 126 L/D. = 1285 Live load (in) at 6. 75 ft = -0. 316 L/D = 512 Total load (in) at 6. 75 ft = -0 . 443 L/D = 366 s a DANIEL E. BRA AN a ® � STRU gTURg l � a IQ" (?tST�R arv�® y�.I ineenng Dept.(3rd floor) Map o Parcel a��. �db Permit# 26 House# Date Is ed -4:30) Fee C - :30/1:00- 2:00) 4�Jhew�� Mug.)D 175ard 19 ' BARN9TABLE, MAIM 019. TOWN OF BARNSTABLE Building Permit Application Proj ddress -3 / . Village k u -<Z�— Owner ,J�// 4— Vggz i ���,(� Address Telephone -2 6/ 7 Permit Request i,G,A S'/4 A--2 /1 C _S r G fz- 4 �.4 g ,. S-L/cam First Floor square feet Second Floor square feet Construction Type �� Estimated Project Cost $ /,0®d, Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Lj," Two Family ❑ Multi-Family(#units) Age of Existing Structure .20 Historic House ❑Yes trl�o On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �10 If yes, site plan review# Current Use J`'T, ,b 4� L 1 Proposed Use ��, Builder Information Name Telephone Number Addre s License# Home Improvement Contractor# /D� Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE L 7 BUILDING PER T DENIED FOR/P4E FOLLOWING REASON(S) n 1 .y _ _ _ .�.. P 'f'fm�i3:•HT -:K Ml2.:Y.(.c_%r daa'.'rwAGW A- $.�:',�^yqy,-..�Y=Y�#.Yx:9Y.. ajAwos n Imo• ' ,+J �/ :V .. _. .' .`; VJ �f i.'• �r��' .. _ . Y .. ".. _... a —..� _.._.._ _ , . � I I + J • t ti The Town of Barnstable • snxrsTnstE• • A 10� Department of Health Safety and Environmental Services TEo H►o�" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: 'Kga�2 A LAB -'S Est.Cost f eel Address of Work: Owner's Name J Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent r / L D to Contractor Name Registrati n No. OR Date Owner's Name TOWN OF BARNSTABLE Permit No. } M11TAU Building Inspector Cash ---------------- 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 Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ........................_............................, 19 ... _ .............................................................................................w..._......... Building Inspector t r` � � �,. i ,..1 ~� I - r; 1 ` /, o L SOT 'dC i . � t1."cN �y.t♦''3 fY 6�'y �•sr X I\ • 'f'J l r+T7�rPE 7" AC.Lo C 0 SL'p17C L,,o � Zl ToY,tiMC t �0, t 01\N La 1 emov. mp eF A I �C ,LvT,ets ' � G Iv C I h ti q �4ssw•s� � �.y CERTIFIED PLOT PLAN WCATION SCALE . .s�'. . DATE . �9d/ PLAN REFERENCE Sf�6w�v av A ply, Fat OF 14 F �,S .G/Ar? R 5w1,oa7r 4p­'D . . . . rEYf�^ 3S' v o.26100 O 1 CERTIFY THAT THE �msti sn�vG ,��.�.ra gTav ��G sTS y�� AS SH LOCATED HEREON AND THSHN ON THIS PLAN IS AT CONFORMS TDTO THE D ��0 5���� ,SETBACK REQUIREMENTS OF THE TOWN OF ® � ?? 4� . .:. .. . . . WHEN CONSTRUCTED. WJ'44 A/'') OC. Sbv/FT DATE hA7?.Z 4PY PETITIONER: MASS REGISTERED LAND SURVE • � .Sf��ZT L of Z•S/� TOP OF FOUNDATION CONCRETE 'COVER =. �'• CONCRETE COVERS eR�MAX* •4 CAST IRON 12"MAX. "'�'m''�• ,.• PIPE (OR 4uORANGEBURG(OR EOUIV.) EQUIV.)- RAIN. PIPE- MIN. � LEACH • ' PITCH 1/4"PER. PITCH 1/4"PER.FT. PITrl ' PRECAST LEACHING �•� NVERT . ,•• EL S]�,op SEPTIC TANK INVERT DIST. . Ry LEACHING- PIT �•i INVERT EL.. BOX EL..7.•..7. � C. . fir. lo. .... GAL. INVERT ,. d p. .; EL..S7.•�� INVERT v W w ::: 3/4"TO 1 V2 �I EL.r`'l:.. EL o �: WASHED r: STONE DIA. 1 PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY : DATE a•.�,�/f'8/ TIME. .S'3oAs7. �' yr' BOARD OF HEALTH TEST HOLE 1 TEST HOLE 2 7A6I5&4S ,E,.,AaZ4"�PE•'•. E N G I N E E R ELEV.. .«.oL . . ELEV. A0-.?4. . . ry (NvoDri/y7 �uD loA►7 - S�sso�� DESIGN DATA : - �� NUMBER OF- BEDROOMS 3 �•• mod-' . . . . . . . . . . . . . F !.•uyN TOTAL ESTIMATED FLOW 33o GALLONS/DAY 3A+✓o s'+"'o BOTTOM LEACHING AREA SQ.fT/PIT SIDE LEACHING AREA . ,.�BB'`�". . . SO.f7/PIT S�✓o FrNc GARBAGE DISPOSAL ^�O"!4`. .(50% AREA INCREASE) r TOTAL LEACHING AREA . 7-47.0t? . SQ.FT TJZAtrs eF /o..w. oxpoe ' PERCOLATION RATE MIN/INCH LEACHING AREA PER PERCOLATION RATE .4'?X9 SQ.FT. .MO .WATER ENCOUNTERED !�T ryiy�t/1"Wo�2T NUMBER -OF LEACHING PITS of Sriaw6-av RtL-S/DIES= /X 4c• raw.s :�L AF APPROVED . .. . . . . . . . . . . BOARD OF`HEALTH • ' ' ' • • ' sravE ALne AT DATE. . . AGENT OR INSPECTOR OF AIDS ��\,SN OFM,Is c TMonuSo ' EDWA o G/STE�`� WV 441A"l /� .SAW,0F FcISTV-f`a0� ONAI�b� PETITIONER : ,�9 �vSTAT.3GE; _/y95S �'�v su •a� �...... Assessor's map and lot number ,�l�r.'..3 ..../1�or ----) Sewage �� Pao o�� Permit number � .,....���`............ INSTALLED C SYSTLrm IN Co House number ............ WITS! T1TL�EIV7'.4,L c . ;��is�pl Ely"RON C TOWN OF BArRNSTA 'r` !4 ° BUILDING,- INSPECTOR APPLICATION FOR PERMIT TO .. �12,.0.................,............................................................................:... TYPE OF CONSTRUCTION ..�,� .....1` �fT .� ....... TO THE INSPECTOR OF BUILDINGS: x The undersigned hereby applies for p permit according to the following information: Location Q �.......:... �6p ��.?.... � 9�1i/✓"' .... ��................................................. Proposed Use 4,6s. ....,Si�/� 46 c%6f✓' `1.1� .............................................................. .01 Zoning District .�,� v / .........................Fire District ' / ✓ s, ...................�................ Name of Owner ..��r�. l, /✓✓�.. ..�� .....AddressU ;..Y !`v�.Jvlr� 33 J" Nameof Builder ............ ....................................................Address .................................................................................... Nameof Architect ....................................................................Address .................................................................................... Number of Rooms .......1..J...........:...........................................Foundation .. Exierior G .. r!,��C GCS. . .�r� ��. .......Roofing ..,,19Se92,V 2� ............................................... Floors � ...............................Interior Heating .0.f....................................................Plumbing ...... ............................................ Fireplace ............... ' p .�-�.�..�. � �t/.�..��Q..�✓..:��............Approximate Cost ..... ..................off........... Definitive Plan Approved by Planning Board _______________________________19________. Area eeei$O. ....... 7% Diagram of Lot and Building with Dimensions Fee /�?............ .. . ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTHC� fj g Z/ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name t I' SWIFT, WILLIAM r •: 23015 Build 1 1/2 Story No ................. permit for ................................ ... ,� Sin. ..le. ...Famil. . y Dw elling . .... .. .. .. .. ....... .. ..... ............. ................. L' B LaneLocation .... Lane Location ........ Barnstable ; >, t ;i , • , ........... ....................................................... . ..... , Owner ...............................................................WilliamSwift .... ., f Type of Construction ....F.......rame ..... t ................................. a .... 'Plot .....................:.: . Lot ................................. c t Permit Granted ..1A.jpxi.1...1.6-,••••• . ••••••119 81 Date of-Inspection ................. ... .. ...19 Daate-Complet d ................:. .. ... ...?19 9„Z ;ri Y Lt ter PERMIT REFUSED , r j.19 ) r .. ................................................................ S. _. ... .................................. • ....... .......C¢'9?.......... 1.~y ' - -�, ` t l • ,'. .. .......... .................... Approvla ;. ` '. �..y :. ....... .................................... .. a,......� .. ........ ."�"Y J..................... J - r , JIII l/ Assessor's map and'lot number ....................... ......:......:...... T ET Sewage Permit number ...11..:................................. ' I 33AWSSTABLE, i House number ..... .. .....`�.................... ........ r a . o p 1639. �p My(a• -TOWN OF BARNSTABLE l BUILDING INSIPECTOR APPLICATION FOR PERMIT TO. ...9U.1.4-0.....Z"aD./,To.?2........................................................................ TYPE OF CONSTRUCTION ....4vm1 ..... ,c%!`!> ..................................................................................... ...ru.4Y.... .......z................19.[ !� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... fc' .... ..... Sit? .... ................................ ............................... ProposedUse ...... ...,�......Z,?!... i?f' i1Y.. .............................................................................. Zoning District /4t ..........................................................Fire District ... ........................................... Name of Owner .. // ), Address Name of Builder ...�!Gli' ...... ......................Address ..... Nameof Architect ..................................................................Address .................................................................................... D' Number of Rooms ..../........................................................Foundation ...(3....... .......................................... Exlerior W�G �J�'�'�61�1 -5 ......Roofing 0. �'� .. Floors !2/�,CST............................................................Interior ...... J �.... .............................. Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate. Cost .. Ql.......................`............................. - Definitive Plan Approved by Planning Board ___________________-----------19-------- . Area ? .......................... Diagram of. Lot and Building with Dimensions Fee ZZ;.. SUBJECT TO APPROVAL'OF BOARD OF HEALTH j J ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re arding the above construction. Name ........ .. .. ..... ................................ Construction Supervis 's License .. .1301.0....... l -r;Y SNOW, J. RDBERT s 26651 ADDITION No .... .........:.. Permit for .................................... ti - "Single Family Dwelling _ _ .........r :...:........... .................. .................... Location ....395 Braggs.. e...... �. K L ,. Barnstable ............................................................ ~ry }, �• fJ r ,I Owner ......Robert J. Snow............... , r Type of Construction- ..Frame....... f,. . ...................... ................... .................... s Plot ............................ Lot ................................ - July 2, 84 Permit Granted .................................:......19 I Date of Inspection ............................ 9 Date Completed ' ......1.9 . ., i J l _ N M _ N69�� �0, Z► 16p 0 Z M Cp M O 0 C.B. TO 2 d �--�_ BE SET °q N � N S83,06' "E 197,802 RE INS OF RIDGE C.B. FND A\G S r0 SEp ,1 E�\S�\NG o0 a' o Ln ry0 O 3 is o, PROPOSED DECK N frt ; ` N PROPOSED FENCE / / PRO 64'5 POOH PROPOSED ADDITION N C.B. TO . C.B. 139.7' BE SET 102.76 FND. EXISTING SHED R=339.87 u+l a / L=9.56 wID ' a, ` r JEFFREY C. & NANCY A. BROBERG / EXISTING LOT / 'n vi JEFFREY C. & NANCY A. BROBERG ` / 58,039 sq. ft.. o " EXISTING LOT 1 y 1.33 acres ��� 2 59,068 sq. ft.. 'o' 7999/336 1.36 acres I.P. FOUND 18203/285 DISPLACED STK. & STONES N o v`1h atkl// Dcp MIING ril STK. & STONES 170.15 MISSING-, N8 REMAINS OF RIDGE . . 5'03'45"W � =' lz n (0 l / v00 RIGHT OF WAY ;v t1 EASEMENT 15' WIDE 2603/57 / C. v� j ASSESSORS MAP 298 PARCELS 31-6, 118, —PART OF 24 ZONING: RF-1 FRONTAGE-20' AREA-43,560 SF WIDTH-125' SETBACKS: FRONT — 30' SIDE - 15' PLAN OF PROPOSED ADDITION REAR — 15' 1N ' FL000 ZONE C BARNSTABLE, MA PREPARED FOR OVERLAY DISTRICTS: NANCY BROBERG WELL PROTECTION LOCATED IN THE BARNSTABLE FIRE DISTRICT AT #39.5 BRAGGS LANE SCALE 1"= 50, DATE: APRIL 23, 2004 I off 508-362-4541 tax W8 362-9880 50 p 50 100 150 down cape engineering, inc. CIVIL. ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma a ARNE H. OJALA PLS. DATE F 0 03-3638rober SKETCH N M Q 0 16p o z rn vJ _ M i� 0 O O � Z C.B. aai. ►`� BE SETET rnw N v 197.80 -REMAINS OF RI C.B. FND SE'PA\C r� ono N O Np PROPOSED DECK m05 J 0 a PROPOSED FENCE% 6h.8 � X PROppS PO PROPOSED ADDITION N �15$ C.B. TO C.B. 139.7 BE SET 102.76 FND. 28.0p, \ 5 EXISTING SHED --� �0 0 / / R=339.87 L a / L=9.56 I �+� 0 / rn 7� JEFFREY C. & NANCY A. BROBERG / 1 EXISTING LOT / 'n r�i JEFFREY C. & NANCY A. BROBERG ` 58,039 sq. ft.. / o EXISTING LOT 1 y 1.33 acres Z 59,068 sq. ft.. Im 7999/336 / 1.36 acres 'p / _F'. FOUND 18203/285ISPLACED STK. & STONES Im1SV0 4 .�'�� �� No MISSING STK. & STONES 170.15 MISSING` REMAINS OF RIDGE N85'03'45'W V Q�- 0 RIGHT OF WAY �� / o EASEMENT // CO 15' WIDE 1 k 2603/57 o ^� C.B. " FND. / ASSESSORS MAP 298 l PARCELS 31-6, 118, —PART OF 24 ZONING: RF-1 FRONTAGE-20' AREA-43,560 SF WIDTH-125' SETBACKS: FRONT — 30' ` PLAN OF PROPOSED ADDITION SIDE — 15' REAR — 15' 1N F BARNSTABLE, MA FLOOD ZONE "c" PREPARED FOR OVERLAY DISTRICTS: NANCY BROBERG. WELL PROTECTION AT #395 HRAGGS LANE LOCATED IN THE BARNSTABLE FIRE DISTRICT SCALE 1"- 50' DATE: APRIL 23, 2004 off 508-362-4541 fax sob 362-9880 50 0 50 100 150 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. , yarmouth, ma ARNE H. OJALA PLS. DATE 0 03—3638 roberg SKETCH