Loading...
HomeMy WebLinkAbout0140 POINT OF PINES AVENUE d b Y� �P fitff l i ;t 1. i, lit r� r i ` 4 p 7 1 [ � J ) 4 � r r � �. �t J + � 1 Y '� �..�t�.a,.. t � rt�r � �{{ �, E,.1. ., 1! r ,, y ,� t� .. 1 �G. •� - �� i i� � 4. t i 1 � �. ht f1. � � ,;f .,,1 •., �.� I l�p[(�.:i. � n. �f�;�., j �.f � ,9" �1 a! . �� , i� f I � � -,i , �� � , , , ,_ is �i �: !, i . �„ ,, 1 ! r . , ,��� k(�,e. �,; ,� . : . �a � 3� �f•l� t. i� � : � � �_ � . ., �1 r• ':j.pp+� t � i � �. �`1 �t �.. i' 3, i i• ���1 ( .. 1:f,' LL� x � ii ., r i1,t� � 4 �. F 1 i ( �4j � 1. � , � ,. � � {� '1•. r, � � .� r�t. it �. t , �� �� �d, �, �: � f l .,.E! .F. C �. ut. i I I F I ti i , ,. { 4 ► (lI Pit .. �I . G7 � 1 : ,;'�,k �, i a,� �) .P alp ( f 11 � , i, .,�,yy .,( ,,, �. i ,f �. , . � =t � ,�, , �� �, r .� ti �,. i � ,� , f, .�.►, �� � � i � } i,�F ,� I r � r �,. , .W •i �. ,t�{ � ., 1 . .�, .� � i 1� .rb� �,r )l .. �'. - fit• t .. .. {r N. � .� ��. ;.� 7 ;z: ty�+. �, .RR .,. ;.,, t �1.� �f l t. � ,t, ._ ,1 1 ' � � ,. s. a .. � 1[f1 � �. f: �� .� �'i•..,,�. � � � � ail d `f}��, � (y �9tGp ' 1 {{�r . t 1 !«� � i } �; 1 �. ► .k ,.k. � �k � ., � 'R �� � � � i � � yin , f � f � } p�, � .r �i p.. •. � � �� f •+� j{ � "8 a .:� t. r �( w i �.i. }� 4 -..� �` �... 1 t f I�f .� ,- r 1 , , � I ,�; b , t � �, . � i � ,, � f . .� , } .. •� t I ,,, i6� i '�� ,., t` .r, t'1'J 1{ � �. 41. � ; ,� ,: G� , r � � . ,. ,. � � ,11 � ,�� ,, , fi� ��t ,► .� [ .f ,,,� 1p, 4,�!{ � } 1 � t , t, J! � �l1t1 . � 11 .�.�Y�, It if MN If f;� } i9 �: �li'i 1 4 if � i,• . { �{ ,�, .� .!� � !'3k��.� i � i � . t, ,: �.F � � 1 ! ,g.P. �{t�.� ��Il �. �� I, � �t � �� ,. �i ., � .. �i,.. ... ry i d i. � •. .. �::, '� �, ! ���. �.�: !l� , t i!� �.',�� :j17...,F. #�A 1 , ,d.. , �. .{ �.. �iE,14 t i3 �i it. F. 1 tT � NSA i � � ;�. f (({tp� {{. f(. (, E iF . .�l t� 174 .,i.} ,� iX.� t .9��'ll.j'��,fl�: „. l �'�: d.�c 31•'t .�.�Lf� }.:1 iL".E. :�irf .I� ��� ?►► dt� }r ?. i[RI NVC�4� la 5�}�'.�t ilf f!hfl�a�[rl��t� o�s lft!�:k����t ��il��.. � ���� ?E 1�1��, i1�I1E��31,t�111V� q1210 pY1� ,;),ti 1 PaF1 1910 1 riAfI �'IdPP s k 7P.HR_ ,Yll S 3 " jl3i n y 1 if 4.6,1�� , � �i !• �,� 1gp' R , aiV { •� `fit� '�4t' �y � I, t '4 �,� (•D' ,�P+ �i l�f� g r�, �{ '[ F rx�! � tyw Dt. :�j ;, via W.JI, � , ti t q 1J �• { ,1' +W- r�� �' r ,}: y r 1 �� r ��: ,kP � -�'4� , t i' �' f�i (5[! �, ,1 1 � t{• [�„ R 1 .,,D' I !' k} f' f t! {f ir P h t ,� � !e fit. y� '� ►� ..t,,, �` :v�� �i' {{ , � �'�.. UI �P, '� qN`: �' ��' .Y �S � '(yl,Ir[,� a+ 'ri,: .t' :4+.� :�.,! u• `r y 4f :;! ''L � °j.�, � 111. I ,.� � -[ ,.. 111�. � �'•P, i�D ''' �' .I� �� )'�nl.,, / � f � t ! � n !#; It f yy r' rift,• hD 4; �r ,Y I {� ! i D , �� t i► t.:ID t I !�r r 1' t tf f C� '1� I1 , 'F D rc.. �I �f D ` j�M a r �1T1!�y�� ,r�''/, ��yT.�Ff,rl:$•'�a h: 71: fig 111,p a st;l' 'r� 6° I r t.Ik a , :� t},;. •� .i '� f ,{" ' ,c t''�4' ,�', �' "� y it (.:� � I.� '� [ (• g� R �' , y 'Sit ,f�,�' f! „ $: S: r i r � yi°:• a qq I �i e a ,j li1 r r �f y f$ '6' ,P � (�) � �. �� 3, •f / s � ! ' I. ��: , �i*i f D' .'t'� y{p L D'� 1 ,t1►{: r i".�, :3 � + � ,� IPj , �a;,: , : 7r{r'(r �itjny i, p. P S.�' { ^1 �:, } i: s t•� �.�y 3 `r P:Y ,t,t, 4 ��i, , d'e;' 1:1'ydt ri, r spy yt� „� !# � It f" Dr. :-'>x t !! pp r�jig W � r- TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION Map 2 3 Parcel i3(//(DING Application # ' to q6S Health Division Af®V Z 7 Date Issued. ��'Z/ �� Co Conservation Division �� T0WNOF ZQ16 Application Fee B Planning Dept. ARfvsTgg Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address '�`�Q> V)' S A,3 e— Village Ce r'V\'Z Owner rQ��C ��.Sre��� Address N�M\c�,`vNe\R, Q cry Telephone Permit Request �ec•�o�� o.�� �eQ���� `-��5���� @eC� 1a 5 s Q Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation N,_\®® Construction Type \Z)®o� V>ec'�, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 21k 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 ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION-- (BUILDER OR HOMEOWNER) Name _:�®A,\D Telephone Number Address 53 v�>�Qv `S� Ra �-®���\ License # LS' Home Improvement Contractor# �53 W e Worker's Compensation # cc5oo5op ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE J6 J DATE ��� $ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED 'MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME .INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. o�TMe Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-190-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I ERIC FRISHMAN ,as Owner of the subject property hereby authorize JOHN HUNT CONSTRUCTION to act on my behalf, in all matters relative to work authorized by this building perrnit application for: 140 POINT OF PINES AVE (Address of Job) 11/16/2016 Signature of Owner Date ERIC B FRISHMAN Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\ApONW\Lvo ai\Microsoft\Windows\Temponiry Intemet Files\Content.Outlook\2PIO1DHR1_EXPRESS.doc Revised 040215 13olsecascade -Triple 2 z 8'SPF#2 Floor BeamIF1301 Dry 1 4 spans I'No cantilevers 1002 slope November 17, 2016 19:37:34 BC CALL®Design Report Build 5684 File Name: BC CALC Project Job Name: Frishman Residence Description: DesignsTBO1 Address: 140 Point of Pines, Specifier:, Deck Support Beam City, State,Zip:Centerville, MA:02632 Designer: KK Customer: Company: KDK Design , Code reports: : NLGA Misc: See Deck Framing F BO 07-00-00: 61 07 03-00 62 07-03-00 63 07-03-00 4 B Total Horizontal Product Length=28-09-00 Reaction Summary(Down/Uplift):(tbs) Bearing Live Dead .:Snow Wind Roof Live BO, 5-1/2" 1,422/186 228/0 B1, 5-1/2" 3,534/0 605/0 B2, 5-1/2" 3,466/0 539/0 B3,:5-1/2" 3,595/0 618/0 B4, 5-1/2 1,462/175: 237/0 Live Dead Snow Wind Roof Live Trib. Load Summary - Tag Description Load Type Ref. Start End *100% 90% 115% 160% 125% 1 Deck Load Unf.Area(lb/ft^2) . L 00-00-00 28-09-00 60 10 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,268 ft-Ibs 65.8.% 100% 3; 25-04-02. Neg. Moment -2,886.ft-Ibs 83.7% 100% .6 21-06-00 End Shear 1,171 Ibs 39.90% 100% 3-. 22-04-00 Cont. Shear 1,711 Ibs 58.3% 100% 6 22-64-Oo Total Load Defl. U999(0.089") _ n/a n/a 3. 2.5-01-02 Live Load Defl. U999(0.079") n/a n/a 9 25`01-02 Total Neg. Defl. U999(=0.048") n/a n/a 3 17-11-09. Max*Defl. 0.089" n/a n/a 3 25-01-02 Span/Depth 12 n/a n/a 0. 00-00-00 Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 5-1/2"x 3-1/2":. 1,650 Ibs . 1:1,8% 2.0.2% Spruce Pine fir B1 Post 5-1/2"x 3-1/2" 4,139 Ibs 29.7% 50.6% Spruce Pine Fir B2 Post 5-1/2"x 3-1/2" 4,005 Ibs 28.7%. 49% ' Spruce Pine Fir 63 Post 571/2"x 3-1/2" 4;21,3 Ibs. 30.2% 51.:5% Spruce Pine Fir B4 Post 5-112"x 3-1/2" 1,699 Ibs 12.2% 20.8% Spruce Pine fir Cautions Member is not fully supported at post BO. A connector is required at this bearing. Memberis not fullysupported at post.B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. Member is not fully supported at post B4. A connector is required at this bearing. Notes... Page 1 of 2 1301.Cascadb Trip1e_2 x 8 SPF #2 _ ._ -Floor B---am Dry 14 spans 1:No cantilevers 1 0/12 slope November 17,2016 19:37:34 BC CALC®Design Report Build 5684 File.Name: BC CALC Project Job Name: Frishman Residence -Description: Designs\FB01 Address: 140 Point of Pines Specifier: Deck Support Beam City, State, Zip: Centerville, MA 02632 Designer: KK Customer: Company: KDK Design Code reports: NLGA Misc: See Deck Framing Design meets.Code minimum(L/240)Total load.deflection criteria. Disclosure Design meets Code minimum(L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum_total.load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular.application,Output here based Design based on Dry Service Condition. on building code-accepted design The analysis.of solid sawn wood members.is in accordance with the NDS and is limited to the properties and analysis methods. output shown above: All other support and design for,these products, including but not. Installation of Boise Cascade.engineered limited to notching, connections, installation, and engineer/architect certification is the wood products must be in accordance with current Installation Guide and applicable responsibility of the projects design professional of record. . building codes.To obtain Installation Guide or,ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING SYSTEM®,VERSA-LAW,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. .a Boise cascade Triple 2 x 8 SPF #2 Floor Beam\F1302 Dry 4 spans No cantilevers 1 0/12 slope November 17, 2016 19:40:00 BC CALC®Design Report Build 5684 File Name: Deck Beam Job Name: Frishman Residence Description: Designs\FB02 Address: 140 Point of Pines Specifier:. Deck Support Beam City, State,Zip: Centerville, MA 02632 Designer' KK Customer: Company: KDK Design Code reports: NLGA Misc: See Deck Framing 1 F-06-0 B B1 : 08-10-00, 62 :, 08-10-00. 08 10-00 64 B3 Total Horizontal Product Length=28700-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 891 /2,330 0/272 • B1, 5-1/2" 4,194/633 6387 0 B2, 5-1/2" 3,18.0/0 546/0 63, 5-112" 3,388/0 606/0 B4; 5-1/2" .1,372/151 231 /0 Live Dead Snow Wind Roof Live Trib. Load Summary - Tad Description Load Type Ref.. Start End 1000/0 90% 115% 160% 125% 1 'Deck Load Unf.Area(lb/ft^2) L 00-00-00 28-00-00 60 10 05-06=00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,672 ft-Ibs 77.5% 100% 3 23-10-13 Neg. Moment -3,303 ft-Ibs 95.8% 100% 6 19-02-00 End Shear 2,593 Ibs 88.3% 100% 3 01-00-12 Cont. Shear 2,644 Ibs 90% 10O% 3 00-68-00 Total Load Defl. U645 (0.157) 37.2%. n/a 3. 23-06-15 Live Load Defl. U725(0.14") 49.7% n/a 9 23-06-15 Total Neg. Defl. U999(-0.075") n/a n/a 3 15-01-00 Max Defl. 0.157" 153% n/a 3 23-06-15 Span/Depth 14.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 5-112"x 3-1/2" 619 Ibs. 4.4% 7.6% Spruce Pine Fir B1 Post 5-1/2"x 3-1/2" 4,832 Ibs 34.6% 59.1% Spruce Pine Fir B2 Post 5-1/2"x 3-1/2" 3,726 Ibs 26.7% 45.5% Spruce Pine Fir 63 Post 5-1/2"x 3-1/2" 31995 Ibs; 28.6% 48:8% Spruce Pine Fir B4 Post 5-1/2"x 3-1/2 1,604 Ibs .11.5% 19.6% Spruce Pine Fir Cautions Uplift of 72,602 Ibs found at span 1 -Left. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing: Member is not fully supported at post B4. A connector is required at this bearing. Notes Page 1 of 2 (T)Boise Cascade - Triple 2 x 8--SPF-#2 Floor Beam1F1302 -Dry 4 spans I No'cantilevers 1 0/12 slope November 17,2016 19:40:00 BC CALL®Design .Report Build 5684 File.Name: Deck Beam Job Name: Frishman Residence Description: Designs\FB02 Address: 140 Point of Pines. Specifier: Deck Support Beam City, State, Zip:Centerville, MA 02632 Designer: KK Customer: Company: KDK Design Code reports: NLGA Misc: See Deck Framing . Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum.total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for Design based on Dry Service Condition. particular application.Output here based on building code-accepted.design The analysis.of solid sawn wood members is in accordance with the NDS and is limited to the properties.and analysis methods. output shown above.. All other support and design for.these products, including but not Installation of Boise Cascade engineered limited to notching, connections, installation, and engineer/architect certification is the wood products must be in accordance with responsibility of the project's design professional of record. current Installation Guide and applicable building codes.To obtain Installation Guide or,ask questions,please.call (800)232-078.8 before installation. BC CALCO,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARD-,:BCIS, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Il Boise Cascade __T-riple 3 x 10 SPF_#2 Floor Beam1F1303 Dry 3 spans I No cantilevers 0/12 slope November 17,2016 19:42:43 BC CALC®Design Report Build 5684 File.Name: Deck Beam Job Name: Frishman Residence Description: Designs\FB03 Address: 140 Point of Pines Specifier:, Deck Support.Beam City, State, Zip: Centerville, MA.02632 Designer: KK Customer: Company: KDK Design , Code reports: NLGA Misc: See Deck Framing . 1 8006-00 Bl 08-02-00 01 06- [., 62. 63 Total Horizontal Product Length=11-02-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 130, 5-1/2' 450/2,21.6 0/.330 B1; 5-1/2" 4,453/0 830/0 62, 5-1/2" 4,453/0 830/0 B3, 5-1/2" 450/2,216 . 0/330 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Deck.Load Unf.Area(lb/ft^2) L 00-00-00 11-02-00 .60 10 08-00-00 Controls Summary Value %,Allowable Duration Case Location ,Pos. Moment 1,843 ft-Ibs 35.8% 100% 3 05-07-00 Neg. Moment 2,9:16 ft-)bs 56.6.% 100% 5 09-08-00 End Shear 2,518 Ibs 67.2% 100% 3 01-02-12 Cont. Shear 2,591 Ibs 69.2% 100% 3 00-06-00 Total Load Defl: U909(0.036") n/a n/a 3 05-07-00 Live Load Defl. U999(0.031") n/a n/a 8: - 05-07-00 Total Neg. Defl. U999(-0.001") n/a n/a 3' 01-00-07 Max Defl: 0.036" n/a n/a 3 05=07-00. Span/Depth 10:6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member . Material BO Post 5-1/2"x 3-1/2" 120 Ibs 0.9% 1:5% Spruce Pine Fir B1' Post 5-1/2"x 3-1/2". 5,283 Ibs, 37.9% 64.6% Spruce Pine Fir 62 Post 5-1/2"x 3-1/2" .5,283 lbs 37.9% 64.6% Spruce Pine Fir B3 Post 5-1/2"x 3-1/2" .120 Ibs 0.9%. 1.5% Spruce Pine Fir Cautions Uplift of-2546 Ibs found at span 1 -Left. Uplift of-2,546 Ibs found at span 3-Right. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Member is not.fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. Notes Pagel of 2 Boise cascade Triple 2 x 10 SPF #2 Floor Beam1F1303. Dry 13 spans I No cantilevers 0/12 slope November 17, 2016 19:42:43 BC CALC®Design Report Build 5684 File:Name: Deck Beam , Job Name: Frishman Residence Description: Designs\FB03 Address: 140 Point of Pines Specifier: Deck Support Beam City, State,Zip: Centerville, MA 02632 Designer: . KK Customer: Company: KDK Design Code reports: NLGA Misc: See Deck Framing Design meets Code minimum(U240)Total.load deflection criteria. Disclosure Design meets Code minimum (U360) Live load deflection criteria: Completeness and accuracy of input must Design meets arbitrary(1") Maximum.total.load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for. particular application.Output here based Design based on Dry Service Condition. on building code-accepted design The analysis.of solid sawn wood members.is in accordance with the NDS and is limited to the properties and analysis methods. output shown above. All other support and design for these products, including but not Installation of Boise Cascade engineered limited to notching, connections, installation, and engineer/architect certification is the wood products must be in accordance with responsibility of the project's design professional current Installation Guide and applicable of record. building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', ALUOIST®,BC.RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Town of Barnstable *Permit#'t✓ "It-,. 351 E,arpires 6 n nths from issue d� °T Regulatory Services Fee ■nartarnaie, KAM 039 P Richard V.Scali,Director 639 Ali Mld Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY p _ Not Valid without Red X-Press Imprint r Map/parcel Number (e Property Address NA rJ ��'��l\ ®\ @:N3 S 1"\\'2 Residential Value of Work$ aa.�5 O Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address fie\ZA ' @\ice Contractor's Name Telephone Number q~�- 5 0 3.- -�'s\O Home Improvement Contractor License#(if applicable) \��0 5 3 Email: Construction Supervisor's License#(if applicable) C-S— O5 0\y ❑Workman's Compensation Insurance Check one: ®AR i" ❑ I am a sole proprietor ❑ I am the Homeowner V 'a . ® I have Worker's Compensation Insurance , 'YQVI Insurance Company Name gSSOC .a'\eQ 1-M@\o'i�S S1JS CO 10 141 52915 Workman's Comp.Policy.# Copy.of Insurance Compliance Certificate must accompany each permit.. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to CAS O S S A a>SQ 0 A ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of.the Home Improvement Contractors License&Construction Supervisors License is re aired. SIGNATURE: 4JU C:\Users\Decollik\AppData ocal\Microso Windows\Temporary Internet Files\Content.Outlook\2PIOlDHR\EXPRESS.doc Revised 040215 antwsrASIX Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street,.Hyannis,MA 02601 www.town.barnstabie.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ERIC FRISHMAN I ,as Owner-of the subject property hereby authorize. JOHN HUNT to act on my behalf, in all matters relative to work authorized by this building-permit application for: 140 POINT OF PINES AVE (Address of Job) Z 4% � 11/14/2016 Signature of Owner Date ERIC B FRISHMAN Print Name If Property Owner is applying for permit,please complete the Homeowners:License Exemption Form on the reverse side.. C'\Users\Decollik\AppData\I,ocal\MicrosoftlWindows\Temporary Internet Files\Content.Outl6ok\2PIOlDHR\EXPRESS.doc Revised 040215 Assessor's offioe Ost floor): R r ,P "IC SYSTEM! MUST BE Assessor's map and lot number ..... Q D �`� a,�..........................'..I, ::°°�"44.�.E�E IN COMPLIA.°�a E THEto�♦ Board of Health (3rd floor): WITH d� o" Q q� hl TITLE 5 Sewage Permit number (!.0 N �} g ........... . ........C©..�.a..`................. .J�;: r� �ENT�►L CODE f�I�D Z BAHd9T/1DLE. i �K . Engineering Department (3rd floor): / / 0 N REGULATIONS co rb q. \0i' / / s House number ........................................................... ............ �Fo Mar APPLICATIONS PROCESSED 8:30-9:30. A.M. and 1:00.2:00 P.M. only A p P R ° v E D �N OF BARNSTABLE $t�Tnstable Con ervati=... ILDING INSPECTOR iSi nod /� APPLICATION FOR PERMIT TO .......t`I....�.................... TYPE OF CONSTRUCTION ............ M ............................................................. .........................1 .............. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........L-4.!J.... Q&......A...� ..... r... 3 ........... .................... .... ProposedUse n ...... ............................................................................................ -{ Zoning District ........................................................................Fire District ...05cc�..O.e...........................:............... nq Name of Owner .. 'r... ..1�'15... � � ..��.I9` !}........�L'10... �.�. .. ... �. cJ'j.li(� fVI� Name of.Builder�...{1. Z..(,Onl).( ......................Address �[�..�.�..�G 1��.. .... .y(✓1.{��.�..1.l!7..�U Nameof Architect ..................................................................Address ......................................................................:............. 2� /lu a...COOC•cQ.:Number of Rooms ..................................................................Foundation .....(./ . ........................ Exterior ............u000.6..............................................Roofing .......... h/ .!..................................... Floors .............W.ti.J..6A..................................................Interior ........}�, I�a. . ............................................ g .�.C..l . .�..� .... g UD.1..t ,....�.f...l... 4 ! �...1.l..��rieatin Plumbing ........... p 1.a/�J..1�L .. . .....Q.1..14J.�..'.l..U.°...J...... Approximate ( '� Fire lace ..........A roximate Cost ........ .....�.�............................................. Definitive Plan Approved by Planning Board ______________________-______19________ . Area ......vf..z.r .............. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH l ��j� O � Ve e 0`1 lo'4 o o c� -31 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS PDIvtt 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ol :Name ./J. �,. C ru .....0. ...... F GOLDSMITH, FORREST id1lt & MRS. t No 31687 Permit for ..........ild Addition Single...Fami.ly,,,Dwelling............ Location . 140 Point...o.f...P.i.ne.s ...................... .. .. .. .. .... .. _ Centerville Owner .........Forr.est. . ....Goldsmith. . . . . ............ .. .. . .. .... ....... .. . .. .. Type of Construction .........Frame.................... ............................................................................... Plot ............................ Lot ................................ l Permit Granted ,, March 11 , 19 88 Date of Inspection ....................................19 Date Completed ......................................19 0 W n) 0 W7 vb Al {i > r- ,— -r----- ------� 1 5/GN ---------=----- , .:. �xi5tinq house 14' ., . fxlcriorWall,Typ Jill 2 Zx10 @ l o,c, P,r, 3" Tyv IIII IIII FDOI,3-20 p,t, i J - IV40, :. • _ .. 49 , f ', 1111 i - Po5/7-o Dean GOP yokIIII P003,o5 /O P1 1121101 130/l5�16 o,c, r/u5h - --------=-------=----------- — -- — — — -- ------------- ---- ' 1. FI9r /I Ell III `, IIII I-turricote Tie i each Joist To Dean 8'-2l, IIII r , 7l 3ll — - - — - - - - - i 42 -- e r ed foe use of a licensed conlrador,ll is NOTE' .These plans 0/' fiend r.fh Elie12"0�Sorrofube: FD02;3-Zx8,p;t. ,y ie5pony bil/1y of fh verify compliance with all local building i e confrac/or fo 9' DelowGrade De%w codes,l�or�eowner/eonfracfor to verify dimensions, proposed layoul and _---=----- W/y}nchor Po/l-.. � bur/ding r�afera/s to be used prior to proceedinq:wilh consfrucfion, 4x6 P,T, Posf Cl/'7 n ec� �� I 5rrr#, . ;rev l'Ol, l of l Il/17/ZOl6 T n y ofal Living�iea 5q.�f..• Draw b : /�C7 r. Oesc Ghccked by; Oeck Peplacement r�ro�ed-• .. .�"q pp NOTES: �ri5h�ian r�e5idenc �" J 140 Po of 1.. ALL DIMENSIONS.-AND MATERIALS. SPECIFIED..ARE T0: BE VERIFIED t _ of Prnes •BY THE CONTRACTOR AND ANY ADJUSTMENTS,- MADE ACCORDINGLY. - ��8=3�5-2890; WWWK0K0,ffSIGNP1Z KDK.DES16N, WdmiVon,M/fi WEaUA , , U f-: T LA ,E LIMIT OF 54 ) ­. WETLPli�3D S_ 8-7 ) E X 16T I WG V EG E-TAr I OKA 6 P1 E;R Li 315 f-)Cs E. G V.)),j D t 1Z -7 L-I JA I I- o F34— `-- `' / I I C) C Pt 4 4 P ID 50 X � - - - O -� 10 SEPTIC, TANK 58 44C XT- 00 /o v- gdoGAL ItTOO C-;/\ L 35 V,1 i Tirk OP-1 3-7 13. 2c)5 e-, Goo P -6 G 57 Ac 0-f Z-C)o e- 'I ( 7-o k-'4'L_ CA�K(_A PR�o Cs CvNCF�Ely �2 IAUI- -PCs13 T-)Pt-' F,C), 4 Co.1 41 —__rA 1-//V 4Z it, 1 ,.A 16 I cz i-OOL 0( -&e>T PIT L -B7 fNY r.tP T I w�r_ T-11 mlciA` )IEN' AN-4 A W K WVTH are. 4Z4 7 1'1_ 4-rp.3 E_L 615. 0 F-(o F50 I SULLiVAN loo 11,1C 29733 F -V I tlpft' 1G��, ,�c"'f� S , /, ~ Y ^� T.�: ( tI''./�b .'r� ,�1 �~rs`•t t "' I-T H ('3RRVE L X k$T 14 co POOL A 5 N C> WA VT H T I TL'E- 5 A)_11,, b hTw, bL,rs_ L i--) 7r Yl x 5_7 'E I I _-�0 c C:.,14 L LIA','TC R 0 OT tI.-k'T C5 m'P ti T ou- T ). S7 R 'E�o T_-'6.J)\AN"L_T_71 A IS.St�- "_* 711 ul TI An D 4r,b <Z>T-- �'&! 4 ra" A-_S ILI a �3 C 0 JC) ' MOVOSEX� -TO MAI�­ITAIW jq649� %JC3, io� C, 4, LN13 r. 4 7 (\O F-A C,I L I-Tf Alp 111 OA Y_ `5 IT E_ 3 LAW TD '5. ALL E_LEVATIG►4f;, 'LEHC�W�4 `\Kt: 5A%5t.l�, C-:�Q M D�G�'4 I A561--5SoR'5 rAP-%'F GS 7. LIMI-r OF Kf_S0UKC-,E- AtiRk, q FLHC-:z�b b-S 4�o n5517 - F-CC)UC)C-.;,I C�ALS ellr_V) Cle-5/ TUL-'S- 2- Ar ) A V61 . L POINT 10.11i A110GUST E .� 1-) '67 (I40 eS 9, F_Y,I Wr I W G 5 G I L CO U U I-TI 0 Q`.- r-\T L.0 CAT I v VJ Of P IZO f-05 F."ID - v Lt PIG H VACILIT\'�- '�A) "LL E�V_ \%/F-R IF I tX> f,- ay E_ L_ G Q-) Lt�) SM IT H F-*-JG)'VJ E�F_X_ AT- T) ME (0 F- CC>IIJ ST RU CT ) (D V,,) Or PFOPOSEP T � QoTIFr DE.516W ,,T OF THF. 'rGN,%/q Gi: ANt) IS K10T D F C-0 W--S5T K 0 CT 10 KI fi 1 14 -B7 AD F I T t;-t\TA CA I