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0733 OLD POST ROAD
7-33 - Odd post to f. �a PROJEC NAME: ADDRESS: PERMIT# PERMIT DATE: 51 aq INUP' LARGE ROLLED. PLAITS ARE IN: 1 BOX SLOT 400, Data entered in MAPS program on: - z.2' BY: y. /e �.�-��'^r(:1G..'� �AwvfiG ����� ��- `- , . � �..._ �� a� p� y r- - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 t q Map Parcel 3 Permit# 77 / Health Division a ��!%y Date Issued ° Conservation Division ApplicationTee° �` W Tax Collector i Permit Fee 7 3,7, ,72� Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENWRMENTAL CODE AND Historic-OKH Preservation/Hyannis 3 7 GULATIONS d . Project Street Address 3 O L.0 P05T 9--0 C-c'To 1T Village COTO IT Owner Address ( OLki too -T V-l3 Telephone (_15 Dlob — DPI Permit Request COn57K.UClt ,Ln PEK eogki a'l M41_,k to7-G.iEx— "QAt PUN v sO Square feet: 1st floor: existing proposed SO 2nd floor: existing proposed Total newc2� Zoning District 1' Flood Plain C ,'141 { Groundwater Overlay Project Valuation 1�6, LYbp Construction Type 6)jppo 'FkAynE, PDOK comcr-F—'t"E Lot Size I`-/ N Ci_r,S Grandfathered: ❑Yes Uk<o If yes, attach supporting documentation. Dwelling Type: Single Family Wr" Two Family 0 Multi-Family(#units) Age of Existing Structure 99 Historic House: ❑Yes U_ o On Old King's Highway: ❑Yes UJo Basement Type: ❑Full 0 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: VGas ❑Oil 0 Electric ❑Other Central Air: ❑Yes R(No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Uk to Detached garage:Cl existing lnew size c2t5b Pool:0 existing 0 new size Barn:0 existing 0 new size Attached garage:0 existing 0 new size Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded 0 Commercial O Yes ❑ No If yes,site plan review# —Current-Use— - _= - r 'Proposed Use BUILDER INFORMATION Name 1 VL L EC 67 i91L t3l)C IC- COAT 5T COCX104t Telephone Number SD C. ,S-3'1 — 11.2 14 Address P(Z License# D�(.2338 T—_w m oiza, n 0.)5q I Home Improvement Contractor# 110. 3 Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO j c� h QOU2i 15P051a L r14(f,1 L.1-t Y SIGNATURE, DATE LI a y t a FOR OFFICIAL USE ONLY - :.PERMIT NO. ` DATE ISSUED MAP/PARCEL NO. ADDRESS' .. VILLAGE- OWNER 1 7 DATE OF INSPECTION: FOUNDATION 5]�V O,t FRAME fQ% 4< /®f 9' 5� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL., - PLUMBING: ROUGH FINAL u GAS: ROUGCN _ FINALir _ } uI� �® 17 FINAL BUILDING ` �' - �' !lam•• � i��G9 G' DATE CLOSED OUT s m es a , LX cr ASSOCIATION PLAN,NO. < rn - i-. .r as m ° P Beam#1 833q Tyteam(TM)610Sena"Number'? 1 1 3/4" x 11 7/8" 1.9E Microllam® LVL User 1 0420Y2004 11 43.13 AM Pagel Engine Verson 110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Membet Slope: 3.512 Roof Slope5.12 All dimensions at a hot izoirtal• Pi oduct DiaUi am is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Pnmary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(ptf) Snow(1.15) 112.5 To 0.0 67.5 To 0.0 0 To 12 5' Adds To Roof Tapered(ptf) Snow(1.15) 125.0 To 0.0 75.0 To 0.0 0 To 12'S' Adds To Roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftlfotal 1 Stud wall 3.50" 3.50" 1152/758/0/1910 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E MicrollamO LVL 2 Stud wall 3.50" 3.50" 645/440/0/1085 R 1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam(&LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L 1: Blocking,R1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1838 1397 4541 Passed(31%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 4506 4506 10263 Passed(44%) MID Span 1 under Snow loading Live Load Defl(in) 0.182 0.634 Passed(U838) MID Span 1 under Snow loading Total Load Defl(in) 0.303 0.845 Passed(L/503) MID Span 1 under Snow loading -Deflection Criteria. MINIMUM(LL1240,TL:U180). -Bracing(Lu).All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral tracing is required to achieve member stability. -Oe"n assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -(Minimum cut length)=(Overall horizontal length)x 1.042+3 7/16" PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray 733 Old Post Road Structural Wood Systems, Inc. � OF Cotud, MA PO Box 737 241 Lake Street O� PAUL W. VyG Miller Starbuck Bellingham, MA 02019 AF SWANSON Phone:508-876-9663 ST UCTURAL v Fax 508-876-9508 o 5334 SWS@ncounty.net If, 'i right 2 2003 by Trus Joist, a Weyerhaeuser Business SS/p AL ..z:ci lamb is a registered trademark of Trus Joist. "� Beam#2 r 700r 05019 2 PCs of 1 3/4" x 14" 1.9E Microllam® LVL TJ-P.eam(TM)8.10 Serial Number.7002005019 User.1 04/200004 11:4g:03 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0,12 Roof Slope4IM2 Overall Dimension:30' �, Q ,3❑ 20, 10' AO climensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9 Primary Load Group-Snow(psf):25.0 Live at 115%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 645 440 28'G' Reaction 2 from Beam 1 Point(lbs) Snow(1.15) 645 440 29 S' - Reaction 2 from Other Beam 1 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.517' 1866/1272/0/3138 L1:Blocking 1 Ply 1 3/4"x 14"1.9E MicrollamO LVL 2 Wood column 3.50" 3.50" 4817/3334/0/8151 L5 None 3 Stud wall 3.50" 3.50" 1763/949/0/2712 L1:Blocking 1 Ply 1 3/4"x 14"1.9E MicrollamO LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -4508 -4009 10707 Passed(37%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) -14515 -14515 27897 Passed(52%) MID Span 2 under Snow loading Live Load Deft(in) 0.314 0.992 Passed(Lf759) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.520 1.322 Passed(U458) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:MINI MUM(LL:Lt240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray 733 Old Post Road Structural Wood Systems,Inc. �jN OF Cotuit,MA PO Box 737 241 Lake Street s� PAUL W. �g Miller Starbuck Bellingham,MA 02019 SWAN30N Phone:5OM76-9663 v STRUCTUAAL Fax :508-876-9508 lq.3�533 SWS@ncourlty.net - �opyriaht 0 2003 by Trus Joist, a Weyerhaeuser Business X4r roliamo is a registered trademark of Trus Joist. 1Z �.yram Files\Trus Joist\TJ-Beam\Job Files\8334r3.sms Beam#3 . i r:70020050 9 2 PCs of 1 3/4" x 16" 1.9E Mlcrollarn4 LVL TJ-Beam(tM)8.10 Serial Number:7002006019 User 1 nersn103Pgel Egneo :1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Membei Slope:Orl2 Roof Slope4 12 Ovei all Dimension-43'6•' F_ Film 3❑ b ag• 1T 6" All dimensions all a hoi izorrtal. Pi oduct Diagl am is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 10' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 1763 949 34'6" - Reaction 3 from Beam 2 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2670/1786/0/4456 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Wood column 3.59' 5.15" 8084/543810113522 L5 None 3 Stud wall 3.50" 3.5U' 2362/1276/0/3638 L1: Blocking 1 Ply 1 3/4"x 1 G'1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,1_5 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 6847 6220 12236 Passed(51%) Lt.end Span 2 under Snow loading Moment(Ft-Lbs) -31095 -31095 35781 Passed(87%) MID Span 2 under Snow loading Live Load Defl(in) 0.648 1.292 Passed(U478) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 1.044 1.722 Passed(L/297) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:L/240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray 733 Old Post Road Structural Wood Systems,Inc. t OF Cotuit,MA PO Box 737 241 Lake Street g0 PAUL W. Miller Starbuck Bellingham,MA 02019 o SWAN3ON Phone:508-876-9663 STRUCTURAL Fax 508-876-9508 353 SWS@ncounty.net 0� IS T {. ,pyright ® 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\8334r3.sms 7 Beam#4 W!4 uEhYrlr�cuYc.Bssi.,cse � -TJ-Beam(TM)9.10 serial Number..7002005019 2 PCs of 1 3/4" x 9 1/2" 1.9E MicrollaniO LVL H•.: - User 1 04Y2WOU 11:56:38 AM Pagel E^gine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0, r 2❑ ° Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' ; Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 3075 2130 7 - Reaction 1 from Beam 3 SUPPORTS: i Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Llve/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50" 1618/1107/0/2725 L1:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LV'L 2 Stud wall 3.50" 3.50" 1618/1107/0/2725 L1:Blocking 1 Ply 1 3/4"x 912"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2715 -2659 6318 Passed(42%) Rt.end Span 1 under floor loading " Moment(Ft-Lbs) 4874 4874 11775 Passed(41%) MID Span 1 under Floor loading Live Load Defl(in) 0.022 0.122 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.038 0.183 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL1/360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dirr*risiorls have been provided by the software user.. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. , -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: - Jeff Gray PROJECT INFORMATION: °° OPERATOR INFORMATION• Pieper Barn Jeffrey Gray Cot Old Post Road Structural Wood Systems,Inc. Of Cotuit;MA PO Box 737 241'Lake Street O PAUL W Miller Starbuck SyVgf�11 N Bellingham,MA 02019 o RUCTURAL -Phone:508-876-9663 " - -Nh 353 Fax :508-876-9508 SWS@ncounty.net Copyr igh[ O 200AL 3:by Trus Joist, a Weyerhaeuser Business - - Microllam$ is a registered.trademark of Trus Joist. € - - • `- ,. •, ._ -' L � of Beam#5 Number 0D 05019 2 PCs of 1 3/4" x 14" 1.9E Microl TJ-Qeam(TM)6.10 Serial Number.7002005019 lam® LVL User 1 04r20/200412:10:20 PM Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Over all Dimension:22' 5'6.. 5'6.1� 0 0 Product Diagram is Concelrtual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1 U Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Undorm(plf) Floor(1.00) 0.0 60.0 0 To 22 Adds To Wall Uniform(ptf) Snow(1.15) 150.0 90.0 0 To 22 Adds To Roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length L1ve/Dead/UpllftlTotal 1 Stud wall 3.50" 3.50" 1384/638/0/2022 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllan8'LVL 2 Wood column 3.50" 3.50" 3598/1746/0/5344 L5 None 3 Wood column 3.50" 3.50" 3369/1469/0/4839 L5 None 4 Stud wall 3.50" 3.59' 3598/1746/0/5344 B3 None 5 Stud wall 3.50" 3.W' 13841638/0/2022 Al:Blocking 1 Ply 1 3/4"x 14"1.9E MicrollamO LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5,133 -Bearing length requirement exceeds input at support(s)4.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2744 1650 10707 Passed(15%) Lt.end Span 4 under Snow ADJACENT span loading Moment(Ft-Lbs) -2782 -2782 27897 Passed(10%) Bearing 4 under Snow ADJACENT span loading Live Load Defl(in) 0.008 0.178 Passed(L/999+) MID Span 4 under Snow ALTERNATE span loading Total Load Defl(in) 0.012 0.267 Passed(L/999+) MID Span 4 under Snow ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray 733 Old Post Road Structural Wood Systems,Inc. �L� OF Cotud,MA PO Box 737 p� 241 Lake Street � PAUL W.SWANSON Miller Starbuck Bellingham,MA 02019 UGTURAL v Phone:508-876-9663 . 35 Fax :508-876-9508 SWS@ncounty.net ,r GIS1E�`�Ge��, FSSp NAL E -opyright 0'2003-by Trus Joist, a Weyerhaeuser Business v:icrollamo is a registered trademark of Trus Joist. ' V I Beam#6 �hc fnnrrrr Ru019 2 Pcs of 1 3/4" x 14" •T,�eeam(TT�6.tO Serial Number.700200`,�019 1.9E Microllam® LVL User.1 0412012004 12:11:48 PM Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o a Pr oduct Diagi am is''Concelrtuai. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1 a Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unifonn(ptf) FWg1.00) 0.0 60.0 0 To 11' Adds To Wall ' Uniforrn(ptf) Snow(1.15) 150.0 90.0 0 To 11' Adds To Roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other l Width Length Live/Dead/Uplift/Total } 1 Wood column 3.50 3.5U' 3025/1559/0/4584 L5 None 2 Wood column 3.50" 3.50" 3025/1559/0/4584 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 j DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4446 -3369 10707 Passed(31%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 11855 11855 27897 Passed(42%) MID Span 1 under Snow loading Live Load Defl(in) 0.125 0.356 Passed(L/999+) MID Span 1 under Snow loading Total Load Defl(in) 0.189 0.533 Passed(L/677) MID Span 1 under Snow loading -Deflection Criteria: MINIMUM(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. I -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray Col it, Post Road Structural Wood Systems,Inc. �H OF Cotui t MA PO Box 737 {I 4�� PAUL W. c�G 241 Lake Street g SWAPISON , Miller Starbuck Bellingham,MA 02019 ! cap STRUCTUIIAL v Phone:508-876-9663 353 Fax :508-876-9508 .o SWS@noounty.net Fssl NAL pyriaht O 2003 by Trus Joist, a Weyerhaeuser•Business ,,,,(((( :ollam® is a registered trademark of Trus Joist. 9Gy / / �:\?r-,ram'Files\Trus.Joist\TJ-Beam\Job File5\8334b5.sms , jl C A_ Beam#7 " -'.7o0 19 T,YEeam(TM)9.10 Serial Num 2 PCs of 1 3/4" x 14" 1.9E Microllam® LVL User.1 04202004 12:15:07 PM Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimensiorc 16'6" F__ ar a a ,o 0 5'6.. 0 5.6.. 3.6.. a, Product Diagi am is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9 Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 60.0 0 To 15 5' Adds To Wall Uniform(pif) Snow(1.15) 112.5 67.5 0 To 16 6" Adds To Roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1199/569/0/1768 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Wood column 3.50" 3.50" 3033/1486/0/4519 L5 None 3 Wood column 3.50" 3.50" 3033/1486/0/4519 L5 None 4 Stud wall 3.50" 3.50" 1199/569/011768 Al:Blocking 1 Ply 1 3/4"x 14"1.9E MicrollamS LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2357 1410 10707 Passed(13%) Lt.end Span 3 under Snow ADJACENT span loading Moment(Ft-Lbs) -2310 -2310 27897 Passed(8%) Bearing 3 under Snow ADJACENT span loading Live Load Defl(in) 0.007 0.178 Passed(L/999+) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.010 0.267 Passed(U9999+) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray tN OF 733 Old Post Road Structural Wood Systems,Inc. Cotuit,MA PO Box 737 0� PAUL N • 241 Lake Street SWAN03O —+ Miller Starbuck Bellingham,MA 02019 o RYCTURAL Z74 Phone:508-876-9663 N 35 Fax :508-876-9508 GIST SWS@ncounty.net Wyss! NAl Copyright O 2003 by Trus Joist, a Weyerhaeuser Business `!icrc•'.landr is a registered trademark of Trus Joist. files\Trus Joist\TJ-Beam\Job Files\8334b5.sms - - - Beam#8 TJ-egam(TM)6.10 Serial Number 7002005019 3 Pcs of 1 3/4 x 14 1.9E Microllarn@ LVL User:1 04/2012004 12:20:13 PM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a o 18. Pr oduct Diagi am is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 4817 3334 9' - Reaction 2 from Beam 2 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Llve/Dead/Uplift/Total 1 Wood column 3.50" 3.50" 2769/1958/0/4726 L5 None 2 Wood column 3.59' 3.50' 2769/1958/0/4726 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4714 -4621 16060 Passed(29%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 38821 38821 41 M Passed(93%) MID Span 1 under Snow loading Lure Load Defl(in) 0.495 0.589 Passed(U428) MID Span 1 under Snow loading Total Load Deft(in) 0.843 0.883 Passed(L252) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL1/360JI-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimerisiors have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: Jeff Gray PROJECT INFORMATION: OPERATOR INFORMATION: Pieper 733 Oki Pooist Road P Jeffrey Gray ��H Of Cotuit,MA Structural Wood Systems,Inc. �� C'y " PO Box 737 �o PAUL W. O SWANSN 241 Lake Street =� Miller Starbuck STRUCTURAL vs Bellingham,MA 02019 533 Phone:508-876-9663 Fax :508-876-9508 SWS@ncounty.net ssl NAL ,/ Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business ��/ ..i•:rollamo is a registered trademark of Trus Joist. / f' Beam#9 r mber 7 02 0501 . 2 PCs of 1 3/4" x 14" 1.9E Microllam® LVL TJ-Beam(TM)8.10 Serial Number 700200',�019 User.1 0400QW4 1:08:45 PM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Gveiall Dimension:20' � T1 ° 10• o .10. 1 P1 oduct DiaBi am is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 10' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 8982 6091 1 tY Reaction 2 from Beam 3 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other . Width Length Llve/Dead/UplitUTotal 1 Stud wall 3.50" 3.50" 1788/515/0/2302 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Wood column 3.50" 8.24" 13899/7732/0/21 631 L1: Blocking Custom Blocking 3 Stud wall 3.50" 3.5t7' 1788/515/0/2302 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllarrl®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L1:Blocking -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3279 2579 9310 Passed(28%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -6449 -6449 24258 Passed(27%) Bearing 2 under Floor loading Live Load Defl(in) 0.048 0.328 Passed(L/999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.058 0.492 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Pieper Barn Jeffrey Gray ��� OF 733 Old Post Road Structural Wood Systems,Inc. t� Cotud.MA PO Box 737 c O� PAUL W. 241 Lake Street SWAN`. N Miller Starbuck Bellingham,MA 02019 c RUCTUHAL H Phone:508-876-9663 35 4 Fax :508-876-9508 SWS@ncounty.net :^p•?:fight Z 2003 by Trus Joist, a Weyerhaeuser Business �� .,•=roliam®:is aregistered trademark of Trus Joist. ®� ' �IRlk Beam 10 TJ-Beam(TM)6.10 Serial)Nurn r700 01 2 Pcs of 1 3/4" x 14" 1.9E Microllam@ LVL User:2 4/22/2004 11:46:12 AM Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 46 b 78 y Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2670 1786 9' - Reaction 1 from beam 3 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplittiTotal 1 Stud wall 3.50" 3.50" 1695/1123/0/2818 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board@ 2 Stud wall 3.50" 3.50" 16951112310/2818 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board@ -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2807, -2722 9310 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 22237 22237 24258 Passed(92%) MID Span 1 under Floor loading Live Load Defl(in) 0.439 0.442 Passed(U483) MID Span 1 under Floor loading Total Load Defl(in) 0.731 0.883 Passed(U290) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR,INFORMATION: Structural Wood Systems Paul Swanson Miller Starbuck Swanson Structural, Inc. �XZt1 OF Pieper Barn 116 Forest Street 733 Old Post Road Franklin,MA 02038 4 PAUL Cotuit,MA Phone:508-520-1333 swAn! %. _i _ ST URA Fax :508-520-1334 ti v 3 paul@swansonstructural.com lit �o fGISTER.LG���w Copyright © 2003 by Trus Joist, a Weyerhaeuser Business `rsi-j�AL,E`` Microllam® is a registered trademark of Trus Joist. , i .•fin' 1 ' flF E r Toga. of Barnstable Regulatory Services a,vur •�' Thomas F.Geiler,Director XAM 1639.� L.� Building DivisionTom 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 Z . V•-.� ___-- .;as.Ownet..of the-subject P p -ttl hereby authorize C— ��1 C��°f� C[�:Zs7'iC.Ur GGAexo:act on my behalf,: I matters relative to wotk autho=.etl•by.this building pew application for: 733 (Address of Job) , e,3 k/b L Ie-9 Sigaature f dom er Date Pont Name Dii Board of Buildinq a ulations =- One Ashburton Pram, Rm 1301 : Boston, Ida 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS O43338 Expires:03/14/2005_. Restricted To: 00 PHI911P M MILLER PO BOX 726 FALMOUPH, MA 02541 Tr.no: 8260 Keep top for receipt and change of address notification. License: CONSTRUCTION SUPERVISOR Number: CS 043338 Exph 03n4WW Tr.no: 8260 Restrict 00 - PMUP M MILLER PO BOX 726 FALMOUTH, MA 02541 Admirtishalor (MGL C.112 S.6M) IA-MasmrY only 1G-1&2 Farr*Homes Failure to possess a current edtton of the Massachusetts State Buildtng Code is cause for revocation of this license. DIG SAFE CALL CENTER: (M)344-7233 A - Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home`Improvement.Contractor Registration Registration: 110373 Type: Private Corporation Expiration: 10/20/2004 MILLER STARBUCK CONSTRUCTION, INC. PHILIP MILLER,JR. P.O. BOX 726 E FALMOUTH, MA 02541 _ Update Address and return card.Mark reason for change. rl Address 7 Renewal F—;,Employment r-1 Lost Card � rgam�narwreall/a o�✓�roac/usaek2 Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Rediattation: 110373 Board of BuUding Regulations and Standards Expiration: 10/20/2004 One Ashburton Place Rm 1301 Type.:."Private Corporation Boston,Ma.02108 MILLER STARBUCK CONSTRUCT IRMLIAIMILLER,JR:. s 252 SHOREWOOD DR E FALMOUTH,MA 02538 � !L�t�d��strtttn� ntA W t ,i t„c1irR 4tu�P Y� The Conunorrtaetrllli of iWassacliusetts Departnrerft of Liditstrial Accidents Office 0110eesti929017s _ 600 `Yashingtotr Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit 1DUICCant'lil Ot1R9t10>l legtiaPT name: location: city phone N 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 1 am an employer providing workers'compensation for my employees working on this job. companv name: t C.C. °R- 5T69.1Z- &)C K-- C-C-2S(C-0C-L( C)" i(d - ; address: city: Gl4(_Lrl i i�" uhone#: ,S 6 8 - 5 3Cl— 1 Y'I'- :. insurance co. (< H. OACT J policl,# �( 1 am a sole propriet ,general contractor,or meowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: f com anY name.*.. �— addiesihtr _ y city—, ( hone :. iasurance-co`t: compativ name: U. C C/31,4d p;tt address: - city- !� hone#• Ur�O — Q .. r: .-.� insurance co:. . Volley# ®�l 1 Failure to secure coverage as required under Section 25A of�IGL 152 can lead to the imposition of criminal penalties ora fine up to$1,500.00 a one years'imprisonment as well as civil penalties in the form or a STOP WORK ORDER and a fine of S 100.00 a day against mi. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. t do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. r- Signature Date Print name ` P Phone# 1 - otficial use only. do not write in this area to be completed by city or town official s � city or town: permiUlieense# FlBuilding Department []Licensing Board ❑check if immediate response is required" []Selectmen's Office ❑Ilcalth Department contact person: phone#; flOther The Cottintonwealth dfAlassaehusettsnn ' �:. h_. Department of Industrial Accidents �— Mee 011aff"lyatlOOS 601) Washington Street • ?a� ^; Boston,Mass. 02111 Workers' Compensation Insurance Affidavit ADDliMtt'lll b n18 name' location• city phone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity r I am an employer providing workers'compensation for my employees working on this job. Comoanv name: f ( / L_C.f S7l`F 2 aL4L CC-i2S!�UC-Z`(, 1 -4gj address: t!D city: �!�(_GY) jn'�" rig,y 1 phone#: .ci g - ��7 lY01 i insurance co. K policy# otl c,�`:•r , I am a sole proprie ,general contractor,or meowner(circle one)and have hired the contractors listed below who have 5 - r� CC-( the following workers'compensation polices: _ company name:. `` l address: . . =k f.:,_•, _>•> •.,�:: :.� hone# 'i�P ' _ �� InSUTBACe'CO« Or # vim,.....;r•x?_•=per+ •t� COMP Al name: dtv: hone#: Insurance co:. . P DOUCY if t& < ' = r•�• an I Failure to secure coverage as required under Section 25A or AIGL 152 an lad to the imposition of criminal penalties of a fine up tp s1,500.00-. one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine ofS100.00 a day against roe. I understand that a COPY of this statement may be forwarded to the 011ice of Investigations of the DIA for coverage verification. Ldo hereby certify under lire pains«nd penalties of perjrtty that the information provided above is true and correct e � Signature � /Q g �C�i Date - �--f z Print name 114 Al xy,, !&x Phone# omeiat use only do not write in this area to be completed by city or town official city or town: permitnicense N f-lBuilding Department QLieensing Board ❑check it immediate response is required QSdectmen's Office Otlealth Department contact person: phone#- f 10ther 14 � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Te Map °'! Parcel `[., 1 Permit# j� D- /I d� 2o0 c�4p) Health Divis.�n �� Date Issued �¢,6� � Co servation Division 1 GAS' S9 y of ecco,14 /O/ZO/0J19 t✓ ( '�F'/ �� Application Fee Tax Collector � .SI� 'w��vN � W � Treasurer Planning Dept. ChM@T116 STEM MUST BE INSTALLS IN C i L►%Rll• .E Date Definitive Plan Approved by Planning Board Approved "TH TITLE 5 Historic-OKH Preservation/Hyannis ENVIRONMENTAL CODE AND TOWN REGULATIONS Project Street Address Village rr, 1"�! Owner ( !� PAddress 2A VXn—�, 1�D`y 1'i' Telephone t5 0 g • 011 I 'L_ Permit Request b2gl-mdNJO �9"Qik_ I J 6f-- 6 �'atJ kbUZ76z a0Z21-VlW1XU J AU U 00 Anlhilb 0'U I,Lxlfi& L,t J Gt,U I,,3W/ VA'aA&�- Square feet: 1st floor: existing %-Iq ';r-proposed =V 2nd floor: existing I M proposed 7I 2,L4� Total new 1G Valuationd=_50 —OV-0' Zoning District e Flood Plain_Z6969 11 Groundwater Overlay Construction Type Woo �3 _ o Lot Size Grandfathered: 0 Yes El No If yes, attach supporting dolpumentagn. c� Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Q` Age of Existing Structure Historic House: ❑Yes M/No On Old King's Hig y: ❑Yes to Basement Type: OYFull ❑Crawl ❑Walkout ❑Other w 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 o U.- N foWW Heat Type and Fuel: ❑Gas ❑Oil O Electric ❑Other 4&ntral Air: ❑Yes allo Fireplaces: Existing New ® Existing wood/coal stove: ❑Yes II/No Detached garage:❑existing 6 new size4'945PPool:❑existing ❑new size Barn:B/existing O new size Attached garage:Zexisting ❑new size �;fShed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑, Commercial O Yes Mf No If yes, site plan review# Current Use nl/ol �l Proposed Use L6_ 6kMMLq BUILDER INFORMATION" - ' Name �nVC. Telephone Number n ' C-q — Zj0 0 Address 16(0L ttI I C6- 1::>>qti,K_ UQ_ License# Home Improvement Contractor# IZ q 9 Worker's Compensation# W C (Ay 05q I y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I f O5 I FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS f i VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION j FRAME ,�I D 8 INSULATION- FIREPLACE ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH c' ram- i- FINAL ' i R f7 GAS: ROUGH FINAL - ,- FINAL BUILDINGO(OX ' ' " rffi 0 2J� DATE CLOSED OUT j y ASSOCIATION PLAN-NO. ' Town of:Barnstable Regulatory Services, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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 WorkA d irk C'�', Q ilgi1 oy Ak e, Estimated Cost Address of Work: T1 A 7Oo (1- ! r '"► 4 Owner's Name: Date of Application: o 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 of the owner: I r I t,4 G� &Qk r � I-21906 Date Contractor Name Registration No. 1 Date Owner's Name Q:forms:homeafdav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 _ Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE S 7/ square feet x$96/sq.foot x.0041= 15 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= 1 ZD° x.0041= , plus from below(if applicable) . GARAGES'(attached&detached) square feet x$32/sq.ft.= 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) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost u�.,•nF�nnd I Town of Barnstable ~ Regulatory Services anRxsr"s , ' Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable..ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �/C� to act on my behalf, in all matters relative to work authorized by this building permit application for: 7 b ae-1 (Address of Job) Signature of er Date II Print Name Q:FORMS,OWNMERMISSION ,l�rc �J!oiicneaiuueall� n��'flawcxc�«;te!!s Board of Building Regulations aedStandsr& HOME IMPROVEMENT CONTRACTOR 4_ Registration: 121906 Expiration: 6/26/2006 Type: Private Corporation G.F.RHODE CONSTRUCTION,INC ,( GRANT RHODE ' 1666 HYDE PARK AVE BOSTON,MA 02136 Administrator � .&cmvric�i«eeCla BOARD OF BUILDI G REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 027092 Expires: 08/19/2007 Tr.no: 1316.0 Restricted: 00 GRANT F RHODE 1666 HYDE PARK AVE, ST G— BOSTON, MA 02136: i Commissioner �i ✓1ze �ar�vnwvzuiea�_ ./aGcraoac�iudpltG �� BOARD OF BUILDING,REGULATIONS " t_ License. C�ONSTRUCTION'SUPERVIS0 e ' t Number"CS 1 012678 �. i Ezplres t208/200,5 Tr.no: 11233 I t Restricted d> F Y GEORGE L DOW` PO BOX 815. i HUMAROCK, MA 02041 . � Administrator M ChM Appmdbe J fi � TibleJLU'b(eoatiaaed) e w�L L`,5kc ')w "triptive i'sekages for due and Tao•Famiiy Residential SuildbW Hated witb Fang Fada P '�7 t4lIA7�MZJh4 tKIIViMUtH . Ceiting Weil Floor .Basement Headmg(cooling GIa�sg Glazing Wall perimeter Equipmeirt EMci=cy' Arcnr U•valric= R-v+dtua R valor R valuO i R valuer Ralise -v Packarse 5701 to 6500 Hftdng Degree Da Normal 12/. 0.40 38 13 19 10 6 Q ° 6 Normal R 12% 0.52 30 - 19 19 10 6 i3 E g 12•/.' 0.50 38 13 19 iD NIA t�arrsai 38 13 25 NIA 6� Normal— - --- 0.46 38 19 19 10 -NIA 85:AFU Q....• . 38 13 23 NIA t1 85 AFVE Qy ISMS 0.52•. 30 t9 l9 10 . Normal. X 18% 032.' 38 ' .19. 25 NIA 1,lIA formal y 13% ' 0.42- 38 191. 25 NIA NIA 6 90 AF'UE Z .' • 18% 0.41 38 13 19 10 6 90 AFVE Ap -• 18% 0.50 30 19 19 10 1.-ADDRESS OF PROPERTY: A 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. c) 3, SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTIR MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE, ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: g4OMS-580303a 780 CMR Appendix J Footnotes to Table J4.2.1b: ' + 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 .Up to 1%of the total glazing area may be excluded from the U-value requirement. area,expressed as a percentage For example,3 of decorative glass may be excluded from a building design with 300 fl of glazing area. I After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with nestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3.a. U-values are for the National Fe 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 e exterior walls without compression, R 30 insulation may:be substituted for R 38 insulation thickness over th _.v.._._ _: . _ insulation and•R-3'8 ii►suyation uiay be stibstituted'for`R=49 insulation: Ceiling R-xalties=represent the sumo .cavaty- —... insulation plus insulating sheathing(if.used):-For ventila d 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'Of used). Do not include For example,an R-19.requirement could be met EITHER exterior siding,.structural sheathing,.and interior drywall. P by R 19 cavity insulation OR R-13 cavity insulation plus R 6 insulating sheathing. Will requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawls"paces;basements, or garages).Floors over outside air must meet the ceiling requirements. 4 The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must mcet 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 elgbtric resistance heating use compliance approach 3,4,'or 5.•'If you plan t 11 more e than one piece of cooling equipment, the equipment with t than one piece of heating equipment or mor .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 J511a 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 11.5.3b. 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 lodes two or more areas with c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall compose nt differe'nt•insulation levels,the component complies if the area-weighted average R-value is greater than or egdal to the R-value requirement for that component.Glazing or door components comply if the area-weighted average U- .q value of all windows or doors is less than or equal to the U-Yalue requirement 0.35 for doors). 43 `pp SHE ip�, - The Town of Barnstable . BARN ABLE.MAS 0 Department of Health Safety and Environmental Services y S. i679' �0 Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW p , Owner: r E per Map/Parcel: bSY Ulf 003 Project Address: �;��j 0 �a �p5� RCv Builder: ( (-� JRKo&3 The following items were noted on reviewing:O Q-C- q I u ere i-cqc rj bV Code, 3 f I n eed r a e /om r v J Y \J Reviewed by: Date: � - The Town of Barnstable Y BARNA--';.LE, M ASS � Department of Health Safety and Environmental Services f639. ♦0 °rFOMA�° Building Division 200 Main Street,Hyannis,MA 02601 kccwcr8-� Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection if 4) E Location _ 7,53 0Lb /SST A�N . Permit Number eF2i? Owner Builder � �E One notice to remain on job site,one notice on file in Building Department. i The following items need correcting: 0 41V rW 6 r/U�s � o� ��� �A *-ic 7' \Fr&fO 2 �lQ oGl,�-s rw ��c '�"E- `06Al YIONS 3 t Please call: 508-862-4038 for re-inspection. Inspected by /i A'7&(-/uAU Date (0 — / — 06 Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS 16�9. , (508) 862-4038 Certificate of Occupancy Application Number: 88859 CO Number: 20070077 Parcel ID: 054011003 CO Issue Date: 04/26/07 Location: 733 OLD POST ROAD Zoning Classification: RESIDENCE F DISTRICT Village: COTUIT Gen Contractor: RHODE GRANT F. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed .. . UTO LDINd PgKNIT < , PARCEL ID 054 011 00�3 GRO ASR ID . x33QQ ADDRESS ,r3u OL POST .-ROAD #° PHONE COTUTT zip LOT � 31) ,, BLOCK ;, E LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT k, 88859•�" S .DRSC,RIPTION"fiil�I}iTION/RENOVATE I�rXT. TT�:G I E'LL,DR GARAGE PERMIT TYPE �. BADDI TITLE BUJ LD NG" R&M IT;„ADDITION CONTRACTORS 7 DE GRANT 7 "'• ARCHITECTS: d Department of 4tm 1Regulatory'Services TOTAL FEES: . �0 0 w. BOND , $_00 C'ONSTRU%_T ION COST_ $550,000.00 OF ti j, 434 RESID kDD/ALT/CONV 1 PRIVATE 1 ` * BAENffrABLE, • 1639. ' BUILDING DIVISION BY DAT i ISSUED 12/08/2005 EXPIRATION DATE i( f THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORK&THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS'C?r-ANY APPLICABLE SUBDIVISION RESTRICTIONS. q_ I• MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF.000U- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST O VISIBLE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRIC L INSPECTION APPROVALS PA C/GG r� ,ef le/4 or . (�h 3-1/V �F��•(�n��)iz.�u-fie-���`l°�,� � �� .=�'� //�/) 2 i/�O1�0 7 2 '�v., Q (� 2 3 1 E ING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 � S a� " OARD OF HEALTH >�,: s •',n���- ' � �Jam%0�7 f� OTHE • ® SITE PLAN REVIEW APPROVAL '+ 3 a� ® .v r ,. t a a; rR f � •tip WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE`ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC-. MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. .Mi,� a•�t .IN � � . 1 B .UIL .DING:' PE .RMIT • 1 r - i , ` r r r i l Y" 4 o"r. 1 • r -GFORHODE CONSTRUCTION Transmittal Date April 5, 2007 To Bob McKechnie Company Barnstable Building Dept. Telephone 508-8624033 Facsimile From Jim Supple, G F Rhode Construction Regarding Pieper Guest House, 733 Old Post Road, Cotuit, Ma. Cover+ 3 pgs. copies Date No. Description 1 3-16-06 1pg ASK-17.0 Garage North &West Elevations 1 7-11-06 1pg Architects, Transmittal to engineer 1 7-12-06• 1 pg Transmittal response from Bill Bishop Transmitted For your information Remarks If you need anything else, please give me a call. If you have any questions, or comments, please feel free to contact me. cell phone:617-594-5980 site phone:617-965-0659 site fax:617-965-0631 Thank you, Jim Supple Project Supervisor cc Carol, and Chuck Pieper George Dow, GFRC File 1666 Hyde Park Avenue Boston,Massachusetts 02136 Telephone:617/364-2700 Fax:617/3"4085 r , l RE-U E TRAN 12 17 LWOOD SHINGLE1 FRIEZE BOARD ,B ----------- -- --- -- -- -- - -- ----- ii n n x -- _ ` 1 1 rc --- - - - -- S ARCHITECTURE Pieper Residence . tuoe+rox awm C..a wi c po mrnam opewew aa.ugs.�n+mo mmowo,w my n'eue.'w.cwocxm , m�r en wnoen vmmwro m neu . I� - ewm'w wx�rowm�won.wmy eronneor em owl,m Dram mmwomw aduewmioe eomm omo.em.q� nomna•mm�a mnwmmm eren mem ----------------------'_--•---------------------------------------------------------------------.I-, ' --------_-----------------�-+ nmmea su,ema ------------------------------------------------------------ vme.r y .me monem �1-----------------------------------• �_______ mm . ' prawn w"'U mw q LhesYeE M Garage-Waet/North - Elevaf.. . Garage West/Front Elevation n Garage North/Side Elevation ASK-17.0 scale:1/4'=f-0" I Seale:1/4'=1'-0" 2 fa S MA PT ARCHITECTURE 237 PUTNAMAVENUE . SUITE202 CAM BR-IDGE , MA 021. 39 . 3725 t T r a n s m i t t a Date: 07/11/06 To: Bill Bishop Via: Fax P ro ject: 733 Old Post Road Pieper Guest House Cotuit,MA Enclosed: Garage Framing—Size of Header for Dormer?(3 attachments) Comments: Bill,please take a look at the attached drawings and let us know what size double- member to use for the Dormer Headers. Thank you, Alyssa Flannery SMARTARCHITECTURE T 617.576.2720 F 617.576.2827 SSRC,�1� � Ptat$ 0%i] t 8a6 15.24 61?5762927 ��_.... _, ell t Eip , ITPo aILJ tre Pa FNo IL r i i}. t LAa Tnll i? as 02A.ilr LVL HaAan i a�R t3ARRQE�6C�5 , 1l Curse®Framing tdd C T : Lta 7&J-?I-'t�lC _ r, a,�� A � f. Pl�s� ��r �� 33 GT TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 054 011 ,003 GEOBASE ID 3102 ADDRESS 733 OLWPOST ROAD PHONE, COTUIT ZIP - LOT 3D BLOCK LOT SIZE Y MIT TYPE BC00 TITLE DEVE&gffy§TCATE OF OCCUPANCYDISTRICT CT PgWkWCTORS: 83315 DESCRIPTION CERTIFICATE OF OCCUPANCY #76792 ARCHITECTS: TOTAL FEES: $25.00 Department of BOND $.0o Regulatory Services CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PF iOFT' b 4► * BARM! LE, MASS. I DATE ISSUED 04/08/2005 EXPIRATION DAT%UILDING DIMS ON BY ! i I • Department of -Regulatory Services * ■AMffABL.E, * i MAM ` I BUILDING DIVISIOBY N THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. � 1511 i S BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELE TRICAL INSPECTION APP OVALS 2 ,/ 2� 2 Fkt7 6 1�. O/M/ 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 <�c �OARD OF HEALTn__ SITE POW REVIEW A OVAL �� - J ✓ OTHER: WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK-IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT i TOWN OF BARNSTABLE CERTIFICATE OF .00CUPANCY PARCEL ID 054 011 003 GEOBASE ID 3102 - ADDRESS 733 ,'OLD POST ROAD PHONE COTUIT ZIP - LOT 3D BLOCK LOT 'SIZE MIT 'TYPE BCoO TITLE DEVE�gffy§TCATE OF OCCUPANCYDISTRICT CT 88 CTORS: 83315.. DESCRIPTION CERTIFICATE OF OCCUPANCY #78702 ARCHITECTS: TOTAL. FEES: $25.00 Department of BAND ° Regulatory Services CONSTRUCTION COSTS $.00 I 156 CERTIFICATE OF OCCUPANCY 1 PRIVATE :P .. ",{ 4► MASS. 039. �EDMA'�A. DATE ISSUED 04/08/2005 EXPIRATION DATg$UIL INS DIMS ON . BY f t. THIS:.PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,'EITHER:TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF.PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING.STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN.MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. -POST THIS CARD • IT IS VISIBLE s ` STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 t 2 2 V 2 3 1• HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS.INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT . '� The Cotnnionipeulth of Alassachfrsetts Department of Industrial Accidents Mee 010=99200S 600 Washington Street .4' ;A Boston,Mass. 02111 Workers' Compensation Insurance Affidavit AP.�tn�at�i•^ armahbn K '�.�':-� Iease-PRINT=1�1 � =";F- ' ^' � .. . name: . location: city pltonc 9 0 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 1 am an employer providing workers'compensation for my employees working on this job. company name: j t L C 1 R r,--&)C-9-- C_C-i2S((C0C-Z`( C�LJ -4gI ' address• city- phone insurance co. d9� DOlic4 nn ar S' ; aam a sole propriet ,general contractor,or meowner(circle one)and have hired the contractors listed below who have the following workers'corppensadon polices: coma nv name:. h✓ '` - da - ell-'`_,• 7 hC 9 insnrao fvti t:ompanv name: addreA' city: phone#• V 1 insurance co:: policy# Failure to secure coverage as required under Section 2SA of d1CL 152 an lead to the imposition of criminal penalties of a Sae up to 51.500.00 one years'imprisonment as well as civic penalties in the form of a'STOP WORK ORDER and a Gae ofS100.00 a day against me. I understand tiiit a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. !.do hereby certify under Ilse pains aid penalties of perjury that lire information provided above is true and correct. Signature Darr 34 Print name /� r/( Phone 0 official use only Jo not write in tbi area to be completed by city or town official city ortown: �. .r permiMicease it —Building Department QLicensiag Beard check if immediate response is retpoired osdectmen's 0mce Oileaith Department contact person: phone 0; nother, 1 t {!81)447-SS3 FAX 1)M7-7230 i A?H w AD A IWAI=� lltSan ftsotl iesuraaa Amy. Inc. AND ND iD i Yid f RTtFlCA'� .IM OWMWATE DOFA T AW W EXTEND OR As 458 Swft Ave. Whitman. IPA 03382 limes smum ar S . t xA Now ii'e ur�te Chan 10005I PO TS 726 ssssme Savers i CaSualty Ins OUZO Falmouth. M OAS4I wtL%Vpa MUM& ataune�e eeex+eua Fir?moo INOWATED.NOty� TI�POUC�OFW =AHAVEB�MTDTt� RE9PECTTGVW6CHTFt67t�ib' flR ANY REGN '[I"OR i OF AN COpiRPiR:T OTHER Dpt AlHiTY19TM AND CGVM tW 3tICH MAVFUPOUCIE NK THE EOATEHACEAFFAOIlWYkIJNfB BY iOJILLTHES�M6. @1LX�R 45 lt/01/mi 1WA� eu�° s Sflii rtmoForiPAMM atunr t xcomatmosam �� Q axwaouber�•at s S Fesaowaa�w�+r t 548 A i� w w s 1.000,0001 Na ►MuWrPM ors- tna t 1 v my AWAM — AaOVPMAUM SCISCUMMM Nox PAM AltllOCaLY-fAN ; GRRMUAVUN ANY4{ilA FA AM ti• . Am s .� s"0ea+ u►WMI" AGGRs ocw p ►� t t t elms 1�p9®Q2153 93/27120D4 MRWrr. s lot] g Fsore t 168 e ae.ob.v�r im&lulE-v rc t no ersw ATIM o� o�arro�,oFo�u►tm"s�.Acs►>��va�sremmsar�laar�nt�u. s+laaoamraFtw�aaartas e>se� emaunoaa� eewwxoamu�wos.ct���a� � lA o.�at�rna� ��let �er�oso9�E�er, i_th Building � ��ww��oxt�uasmaoaetma'r�aoAw�m 59 Town hell Sre Dqw� t�Ni+► n� na�tacRs+ mma- FaimmAh, RA 02S41 7t� ...___. .�....... cave f9m10G."SS 4WAMCORPORAIMMINS ISSUE DATE 011MIDDA-11 ..: :+cti'i ...>`'{:y.ca:.:::{.::i.:.;:::ti::::-'::t:ci.'•:{„ �: r',� ...4' '* ->•Z.. : 'v._ aNairii }.=:�'fZ'a \. PRODUCER THIS CERnFLCATE IS ZZUED AS A MATTER OF DWORMATwN ONLY AND Brewer&lord LLC CONFERS NO RRAFFS UPON THE CEMFICSTE HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED 6Y THE 177 Main Street PWC1ES BELOW Falmouth.MA 02540 COMPANIES AFFORDING COVERAGE COMPANY 508-54&1596 u'L m A Commercial union COMPANY DSIREo LETTER B Safety Insurance Colony Insulation,Inc. COMPANY LEvTpR C Commercial Union 11 Jonathan Bourne Dr.#4 COMPANY Pocasset,MA 02559 1 rnm D Aw Insurance COMPANY umxR E wr,••;caixuriv.. rr .rr ',jrf -r- _ fr. i•Yr .cLrl--r r. ..r .ff.- - THIS 6 TO CERTIFY THAT THE POUCIES OF INSURANCE 1.ISIED snow HAVE azW LSSUM TO Tiff.UCUM D NAMED ABOVE FOR TM POLICY PERIOD U=CAT®.NOTWr1'iLSTANDINO ANY RMIRUUNr TERM OR CONDITION OF ANY CUMACT OR OT Mm DOCUMmT Wnm mmmcr TO WLHCa THIS CERTIFICATE MAY aE ISSUED OR MAY PERTAW-THE INSURANCE AFFORDED BY THE POUCES DESCRIBED IMM IS SLWECr TO ALL THE TERNS, EXCLUSIONS AND CONDITMONS OFSUCH POUCIEL LIMITS SHOWN MAY HAVE BEEN RWXKZD BY PAID CLAIMS. CO I TYPE OF INSURANCE POLICY NUMBER POLICY EPF POLICY MM. � DATE(MMIDEWOM DATE(MAY) LIMIT'S A GENEaBAL UABII.tiY QBR594525 '6118/03 6/18104 GENIMAL ABATE s� 2,000000 X COPOLGENERALUABBirY F PBOD4X MPIDP AGG. 2,000000 CLARMS MADE ®OCC. - FERS.@ ADV.D LIMY 1.000000 OWNER'S A CONTRACr'S PROT EACH OCCURBENICE 11000000 FIRE DAMAGE(Ooe M4 100.00 B AWO MOBILE UABH.ITY M®-EXP,(One Fed 5,000 1605530 4120103 4120104 COMBIN1 DSLNGLE 1.000000 ANY AVID LOW ALL OWNED AUTOS — BODILY WURY X SCHEDULED AuTos or pomw X HIRED AUTW QH-0WNS•D RODILY ROURY AUTOS ' O'er aeddaoO 4GARAGELLUBHJrY PROPERTY DAMAGE C EXCESS UAUUTY CBDW49929 6/18103 6/18104 EACH OCCURRENCE 3,000000 X UMBRELLA FORM AGGREGATE 3.000000 OTHERMIAN UMBRELLA HWM D WC5874643 6118103 6/18104 WORKERWCOMPIMATFON STA1TrrORY I.DMLTS ` \� `•,.•' AND EACH AGENT 500,000 EMPLOYER'SUABUJTY LUW 500,000 DISEASE-EACKIEMP. 500,000 OTHER rIONOFOPERATtONSR.00A n'RMS ' Installation of insulation in buildings,homes and seamless gutters, • "��' u'"' p.- ,., Ate`x:\�:•.Ao::." .. v.w. .�+c::._:_ _ - - Y -...v.�k �.��t,'rf_3';�� ":\' '�-•;4\ ``-�'y� :�':by\:?; rr: .'c 1� ii{i{\'`aL':C=1-r' .ti��4{a._ � �iiW.�i�h.��v \i:�l`:::+'�:• SHOULD ANY OP TILE ABOVE DESCRMW POLICIES SE CANR$U.®BERM THE { EMATMDATETHMEWTMMMCOWANYWU.LEMWAVORTO Miller Starbuck Construction MAU. 1_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LRFt.BUT FAILURE TO NAIL SUCH NOTICE SHAD,INPM NO OBLIGATION OR PO BOX 726 UABIIM OF MY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENrA�V�. e Falmouth,MA 02541 iL` •- �` AIrrHO$rLED REPRESHTTATTVE BY. r "�� - .... .. >•{.{r,:v-rxv{a::•:"-=':`.;i%: ':�6can�-._.. =r�§rAc� ef��.r::-- -'- --�-: Sr-•�ix- t $=•- _..�;`_.:v?:.L!`}.�._"�:- .v�' �`.�e:. Trs`• a,'1`_'.:;:::-,«a..._. .:..: . ...... ...:i. _..:::w• :'.•rr_1. s:.r1:v .,;.x.'4�"'i.;c:}7'Sax�+:�l.a�c :`,�i`=mot� -..�a::.:fi`i{ \�h ��rfi��.y�\:,;.3�ti:��\'� {t'.+\\'i$:iy;: Jan 14 04 11: 19a The Getchell Companies 978-897-1553 p. l ACORD„ CERTIFICATE OF LIABILITY INSURANCE O1/14/2004 PRODUCBL (978)897-7773 FAX (978)897-1SS3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Getchell Companies Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERnRCATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 873 Great Road, Suite 201 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO w INSURERS AFFORDING COVERAGE Stow, !9A 017T5 INSURED Carl F Cavossa Jr Excavating Inc INSURERA: Acadia Insurance ZS7 Palmier Avenue INSURERS: Falmouth, MA 02540 WSURERC_ MISURER D: NS IRERE -- COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTVMTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSION AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS. LTR TYPE OF INSURANCE POLICY NI) M ADGM1 � G 31ERALUASILLTY CPA0073606U 01/07/2004 01/07/200S EAcHOccuRNENcE S 1000000 X coMMPRCIAL GENERAL UABMY FIRE DAMAGE lacy we fire) a 3000001 CLAIMS MADE D OCCUR MED EXP VM ora waon) 3 S0001 A - PEA&ADV MJURY S 10000nrd GEKERALAGGREGATt S 200000 GENL AGGREGATE LODT APPLIES PER: PRODUCTS-CONIPIOP AGG S 200000 POLICY PRO- JECTLOC AUTOMOBILE LIABILITY RUM7360711 01/07/2004 01/07/2008 ANY AUTO ANGLE LIMIT 3 1000000 ALL OWNED AUTOS 800ttY1NARIY 3 A X SCHEOULEDAUMS W-Penon) X HIREDAUTOS SOD4YINJURY S X NON.OMMEDAUTOS IPA )" PROPERTY DAMAGE S i ncl udW mwwLaA M= AUTO ONLY-EA ACCIDENT 3 ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS LIABILITY CUA007361011 01/07/2004 01/07/Z005 EACH OCCURRENCE _ 3 4,000 ,000 X OCCUR CLAM MADE AGGREGATE A $ DEDUCTIBLE g RETENnON S S wDRX A ms cOMPENSATION AND 7360911 01/07/2004 01/07/ZOOS TORY LM11 ER aWIPLOYEWLIAMUTY E.L.EACH ACCIDENT S S001 EL DISEASE-EA EMPLOYE S S00,00 E.L.DISEASE-POLICY U F S S00 00 OTHER DEscmmmor-OPERATKN&q=MONWVEHMENEXCUODMAWOBVDiX)USMMIWEMALPr4OVUWM i CERTIFICATE HOLDER ADDITIONAL DSuRm uSIIRER LETTER: CANCELLATION SHOIAM ANY OF THE AOM DESCRIBED POLICIES BE CAMELLED BEFORE THE BPUTATM DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYswm TBi NOTICE TO Tam cmTIFtrATE HDL)Ea NAMED TO THE LEFT, BUT FAILURE TO W&SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY MD UPON THE COMPANY,ITS AGENTS OR REPRESENTAW4M Miller Starbuck Construction AUTHORIZEDRUMESETATLVE ACORD 2S-S(7197) FAX: (S08)S39-79SS ®ACORD CORPORATION 1988 cCAma TE OF IN aNIMAL= Pwmw LevauW Fy 1O$Q�g t�Olf�s OdVLY P O Box 160 DewiVwt.MA 02639 t74M�Aly g AFFORDING SAGE D hbick K Omm dba P&S Cam A A.I.M.Mumg bkqmwc Co y 37 lady$Mipla Laae -- Ma4ft.MA 02W COv � ►?EMAY= Dcoat � OFAYAm QN xA�t FUMY y ByOno Li1AYAAVB vmavwmuNm STPA4 o rER7i'ffibsS, � GOWALUMM r acbs : AOL s �SAao �tor seasaatuw s _ s SSS1Rit�t 4y�pv� s AUM OWMAUM _ s �uros vRau" Anrq �da.as s surer crwne,r va�r �p s LTAULnT DAMAGE s i mam i � �eHu s tr - `�� 6006ISIoiZop3 � w . AM g s = 000 OOD s 1 � ovou� arcs ;� c�'rietca�Ho� M w as I=*Wv8 n '°"Q io "'� �� oos��r,rCAMMU Ica► zo rrwUAWZT � x� um ORUMATM co&i►M VS A O I Ma�hpe�Bea 0?,649 � .v, � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_ � Permit# (� 1 Health Division Date Issued / G A S Conservation Division Fee Tax Collector Application Fee Treasurer Planning Dept. '. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address � �:IcCT �C"� Village . Owner ,lr�' Jisl DPP/\. Address '7Z 1 CUD �'of= � 0(a a Telephone Permit Request Z A � v+. .1� �i a—Q. 1`I W 1 l 0 '(�(10(''tA �( Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain - Groundwater Overlay Construction Type Lot Size Grandfathered: Cl Yes ❑ No If yes, attach supporting documentation. Dwelling e: Sr%i le Fam' ❑ Two Family ❑ Multi-Family(#units) Age of Ek tinges ucture Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No BasemM Typeb ❑ Full . Crawl ❑Walkout ❑Other Basest Fired Areq.ft.) Basement Unfinished Area(sq.ft) Num( r of s: lull: existing new Half:existing new N 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:0 existing 0 new size Barn:O existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION )/ Name�p �)0 QA"0 c—AW n Telephone Number z,-7 cc) Address V Pft1ALQ___ License# C.s c)Z10 LL Z. mv1 0 Z Is Home Improvement Contractor# Z. q Worker's Compensation# W t— 6L L1 0 5 R ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE dMf35 FOR OFFICIAL USE ONLY,_. PERMIT NO. DATE ISSUED 1 MAP/PARCEL NO. Z" ADDRESS VILLAGE OWNER DATE OF INSPECTION: i 7 , i FOUNDATION - FRAME INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL-` .j GAS: ROUGH FINAL Y _ FINAL BUILDING DATE CLOSED,OUT ASSOCIATION PLAN NO. 07/18/ZUU3 16:43 rAA DUO 000 4(vv vrrawvr. ���• y- - FFeasant CORD CERTi FICATE O� UABILITY INSURANCE 07tz9` zo0I (508)5"-3400 FAX (30E)S8s-3700 li5iiTE 1ss AS A MATIER OF MfORAT ONLY AND NO R16MTS UPON 1NE CERTIFICATE InsurallM:e IIOLDER TII�CERTRICATE p0E3 NOT AMEND,EXTE�OR Street ALTER THE t�NERAGE AFFORDt�By TM POLICIES BELOW- P. 0. Box 1709 WSURERS AFFORDING COVERAGE Brockton, RA 02301 rsuRm SYSTEMS, mliA: �rteP Oa ssociated Industries Ins any n 3 ABBEY LANE s Adustries of Na NIDDLOW, mA 02346 a OWAM Ec COAOES -ME 'FMU WIRE OF MMqM MENT T9 oR CAM OAF AW 00 OR ORMER VM"R65PEGT wF1K7M 7t113�RTIFICATE�AAY BED OR MAY PERTAK THE MURAHM AFFORDED BY THE POLICIES MI IBEO tomm a BUB.IECT TO ALL THE ygMAS.EXCLUSIONS AND CONDITIONS OF SUCH POPES.AGGREGATE LMM SMOVM W►Y HAVE 9M REDUCED BY PAID CLAMS. � 71MGpFO1E11RAliCE POUCY IRAt18ER ITStJLifIS 680427Y2678COF02 Og/01/20D2 09/OIA003 6ACH000U : 500.000 GErrfRALUAeIurTE(WOroncr� : 300,0001 X C IALt N WM" tA6D sxv(my onP 'I s 5. CLAMS ❑OCCUR PERSONAL a awr euuRr s 500.ON A ATE s 1 000 oR�-00~A" s 1.000, C,M AGCaREAATE LwAPpum PER: POLICY Fl W tOC LABIL 102siD30i3QOFOZ .09119 002 09l19/ZOD3Aummamz secalar s AW AM ALLOWNWAUM t=P-� = 100 .000 A SWILYWARY X saeout�urtas MqWAUTW MDN4EMFDAUTOS PROPS Y UWAN s 100, 000 AMOONLY-EAACCIDW i GARAOELIADAM EAACC S ANY AUM AGO i EMMOCC%�Ber- i ZSOAY ' !!R a LIA AGOREGATE f s' DID s s RErENrM s pyp GOMPF11M7MAW 1185301M O 03 O1/22/2004 X 1=06=mt EtMWYERY LIAR LOTY et PACH ACCMGW S 100 QO B ELowEAM-FAMPLOYM s 100. ELDI8UM-POUCYUWT i SOO, OTHER OESCRIPTRlNOFOPB+A SIt]eCLYADOEDeY PROVy .- CERiF"MHOLDER ApDi1fONALO1ssIR ;O RLERBL CANCEUM" =UWMY0fTWA@WE.OESCRMW1 Ll=MCAMDl '0EFDRETHE OWAM Mi LMLT6 VIOW40F,THE IaS XW CCWAW VM.L V D AVM TO YAIL 010 UATSWRMWKV=TOp¢ AW„m M WAIMTOIMLEFT. ErFMMMTOWAMO oWSHLMVMENoOBUOATMOR UANUr► Starbuck COflStrYCtlOn OFAMonuPO7mcowAw.nSAODMOR ATNE& P.O. Box 726 AUnMOMM EMMAM Falmouth, 02541 � n. M+P lKillim Bearce M IRMO 2S•S n�� FAX: (SOB)539-795S OA CORPORATION 1908 5084201637 05/09 '03 12:33 t0.347 01 z n AGOWRLIFS:A c. . .^�=n�.. ._ IM E - TE N:ISSUED AS A N 7f� CIF k s .�_... ND OR ONLY AND CONFF.AS NO RKiNTS A� EM -.: NOUDER THM C�t9W-NM AFFOl BY ME POLICIES MOW. . t-soderit►s )ae9rum'e tigeney. 7'w- _ Al.7EA 711E 709E mie Stir.'! Comma ————— NA 0261S-042" A"eoclate0 Fa1_lovez=l'�etirapce Co_ _— — py�etvllte __ _ --- — (SOA) ate•e999 — — — — — — — — ———— — — IN6D11ED .— E Mt ller 0 some Drywll COMPAW — v0Lvx572 —CYK — — -- - — Gowykw to D s POLCV MOOD �ti�el 162 G7)2 _ .'°^ f ° w �a°' '-'w'N^, u "" NMIEpAB „ ` �"'w "w `�zato Er<� xa «.:Gw BELOWNAVE BEEM 70 III B�1R WiTN T To WMIGN TIUB CEM"THAT POUCfEECUME 'USTW g SST M=fue D HMM SMIECT TO ALL THE TERMS. CERTIFICATE 1�Ar r BE T OR W1Y sitoyAY INVE BY Ply CtAnAS- — — —— — — — — EXCItIStO►IS AND COIi—D111011S OF_SNCN— — �y EFFMCME put 0MgM"M l W1a roLwv tapredr am pmuowm DATE pMDODMI YMOFOUMWX Paoo�Ic�- A1O° s pPAPw weA m rt�laAiAr s —_ — —— 1 OwNprsawwp*GT +SPFW amw s MCDEIV�uyeneoaeai0 AuIOMDsaE USN — I— ANrmm BOdI RAJUW-- — f — -- — ALLOWNWAUMSSo*VULED — MOM apparwallm s tj0M4DWMED AUW* FFKWEMV DWAGE s I— — — — — — — Atll*M&'V-EAAcCMW a — Dmmm tam / / E/IGtIA T s Arsv AtAO — — — —'�pRecr►tE s — — — — EACNO — ►TE s — — pjcs6uwlr / / / — ---- s—— UMSFO AFUM — piNEw nuw tAA f 57a1Ut _ — Aao osl2s/D+ slao.000 � co�raeAnoa o9/25�ds � •——— —_ ri UM692499012003 -POt=tAMr sS00,A0s- �AR7aEgsE71Ca1lME �1 DegF�9E•rARtEFGL EllRor� sloe o00 -. OFF CM AK: OEM aescownwara"m DAWIW 1NbTAiL17IONS OPERATIOPS. �i° V.-. ._... w •• up ME MOMaE CA6E0 I UAL pfr1AA71Da W7E no*". "a USUN0 CQM*Mr W"VMMn o R%w wjmw ate!i0 nIE lE MOII>M"PANV*no I". 1'� 6MALL awosE ND 01tt01►1pa ON UAaaII�► NIId.EA ..I Ci IOa sill flees TO WAsumND110E l ATE ze or Air KMID arDM TIMe Its A9NIis Ow NAtmer pliv E At11M o A t RbII0p S NA 020e9 ...:i:•.,.;:-.>��""' may-«'l.-.o p.:•ez ai..Fw��yy+"�•,c,r,�� .;�a•h,��^:�`o-< -w a�w�►irA:lfalY6 -v.,:.. cr.,.. .c.:<.4�µ�eyy�.o.... 1 Massachusetts Department of Environmental Protection DIM File Number Bureau of Resource Protectlon -Wetlands mumWPA Form 5 -- Order of Conditions PMWW�D�P Massachusetts Wedands Protection Act M.G.L.c. 131,§40 and Town of Samstable Ordinances Adide XXVIi A. General information Important: From. When filling out forma on Barnstable the computer, Conservation Commiselon use only the This issuance H for(check one): tab key to move your cursor•do CK Order of Candkione not use the return key. Amended Order of Conditions To:Applicant: Property Owner(if different from applicant): Charles P.&Carole J.Pieper Name Nana 510 Park Avenue 0148 staging Mailing rtdarase New York NY 10022 Cityn"n $tote Zip Code CRy/rinm "to Tip Cods 1. Project location: 733 Old Post Road Barnstable(Cohido y Strad Address ^ 54 11.3 As000sors Mewplat Nuirfter Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 12614 3218 county Book Pape Car Gie(I 9jii;Q lento 3. Dates: SEP June 27.2003 _ Auayst 26.2003 Date Nonce of bfterd PM Data POW Hearing CmM Date of Iseuance 6 4. Final Approved Plans and Other Documents(attach additional plan references as needed): Revised Site Plan __ Sept.�2003 Title DOW This Date Mte Date 5. Final Plane and Documents Signed and Stamped by: Peter Sullivan,P.E. Name 6: Total Pee: $156.00 (from Appendbt B:Weland Fee Transmittal Form) WNEWM GM•rw-N!lBICi M 1 ry , V SE3.4163 Pieper Approved Plan w-September 2,2003 Revised Site Plan by Peter Sullivan,P.E. Special Conditions of Approval I, Preface Caution:):allure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,Aw4 requirement to nanove unpelrWitud structures,requirement to re-landscape to original condition,Inability to obtain a certificate of compliance, and arore. '[fie QgMns of this Order begin on page 2 and continue on pops 3 and t The Cagago are contained on pages 4.1►4,Z and 4.3 If necessa a conditions require your compliance. ry.� . . II. prior to the start of work,the following conditions shall be sadsf[Wt I. within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein.General Condition number g(recording requirement)on page 3 shall be complied with, ensue 2. It is the responsibility of the appticartt.the curter and/or suocecsor(e)and the ptajat contractors to that all conditions of this Order are complied with. The applicant shalt provide Copies of the Order of approved lane and ved revisions thereof)to project contractors prior to the start Conditions atci&ppro p ( Ae3+� of work. Barnstable Conservation Commission Forms A and,11 sbAn be eo to Comalbolon prior to the start of or& 3. General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 weak in advance of the Start of work. S. The construction wont limit line shown on the approved plan shall be nuked in the field by the project surveyor/engineer. 6. Staked straawbales backed by aeached-in siltation fencing shall be set&tong the approved work limit line. Effective sediment controls shall remain until the site is mobilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer cone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fine must show in the foreground (or bottom of the photographs, 4.1 III. The following additional eondldora shall govern the project once work begins. S. General conditions No. t2 and No.13(changes in plan)on page 3 shalt be cwWHod wldL 9. General condition No.17(maintaining sediment controls)on page 4 shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. The mawing of lawn within the 50 ft.buffer shall be limited to the existing lawn area shown on the approved plan. 12. The Conservation Commission.its employees.and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 13. IU'parmit is valid for 3 years from the date of Issuance, unless extended by tho Commission at the request of the applicant.Caution:a future Amended Order does net change the expiration date. 14. wywells or graveled trenches along the drip lines shall be installed to accommodate too runoff. 15. No area shall be left unvegetamd for more than 30 days.All area disturbed during construction shall be revegemed immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work '16. Herbicide.pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If hrdlizer is used,only slow release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. M After all work is completed,the following condition shall be promptly met: 17. At the completion of work,or by the expiration of this Order.the applicant shall request in writing a t^..ertiticate of Compliance for the work herein permitted. Barnstable Conservation Commission Forty Ct Ci ti ,tom i�M=V-IrM and returned gd&#o MgMa icate ofCAIMOMM Where a project has beeat completed in accordance with plans stamped by a registered professional engineer.srahitect landscape architect or land surveyor,a written statemant by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any.exists with the record plans approved in the Order shall ac:otnpatty the regent for a Certificate of Compliance.Al-the time of the request far a CertifirAIS of CaMligmL an uRdSW MMAIA of al heAbp submitted_. p.4.2 ce Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 a Checked By/Date TITLE:Miller—Starbuck Construction CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:04/12/04 DATE OF PLANS:April 12,2004 PROJECT INFORMATION: Pieper Residence--733 Old Post Road—Cotuit,MA COMPANY INFORMATION: Colony Insulation,Inc--28 Jonathan Bourne Drive—Pocasset,MA NOTES: PO BOX 726—Falmouth,MA 0254 t-0726 COMPLIANCE:Passes Maximum UA=777 Your Home=601 22.7°/a Better Than Code Gross Glazing Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2308 30.0 0.0 81 Wall 1:Wood Frame, 16"o.c. 3612 19.0 0.0 199 Window 1:Wood Frame,Double Pane with.Low-E 210 0.350 74 Door 1:Solid 80 0.350 28 Slab 1:Unheated,0.0'insui. 210 13.0 219 Furnace 1:Forced Hot Air,90 AFUE COMPLIANCE STATEMENT'. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Codg requirements in MECcheck Version 3.2 Release I a, The heating load for th"ilding,and the cooling load if appropriate,has been determined using the applicable Standard Design Cond"tlons found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of a deli _'load an ified in Section 78 13 0 and J4.4. ff Buitder/De�igner_ t — Date S00 'd WdLt,!ZS 1,0/ZZ/W ZTT9 tl9s ees 'SNI 'AN0103 MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 a DATE:04/12/04 TITLE:Miller Starbuck Construction Bldg. Dept. j Use Ceilings: [ ] ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation j Comments: j j Above-Grade Walls: [ ] j 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ j j 1. Window 1:Wood Frame,Double Pane with Low-E,U factor:0.350 j For windows without labeled U-factors;describe features: ( #Panes_Frame Type Thermal Break?[ ]Yes[ j No Comments: Doors: [ ] ( 1. Door l:Solid,U-factor:0.350- ( Comments: j ( Slab-On-Grade Floors: [ ] ( 1. Slab 1:Unheated,0.0'insulation depth,R-13.0 continuous insulation Comments: ( ( Heating and Cooling Equipment: [ j ( 1. Furnace 1:Forced Hot Air,90 AFUE or higher j Make and Model Number ( ( Air Leakage: [ j ( Joints,penetrations,and all other such openings in the building envelope that are sources of air j leakage must be sealed. [ ] ( When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: ( l. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture ( and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture ( shall have been tested at 75 PA or 1.57 lbs/fi2 pressure difference and shall be labeled. ( II ( Vapor Retarder: [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ( j Materials Identification: [ ] ( Materials and equipment must be identified so that compliance can be determined. { ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I ZOO 'd WdLt:ZT tO/ZS/t0 LTTS tSS SOS 'SNI'AN0103 equipment must be provided. [ ] I Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: J { Ducts shall be insulated per Table J4.4.7:1. I Duct Construction: [ ] I Ail accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation J instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] { Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and MA. I Circulating Hot Water Systems: [ l I Insulate circulating hot water pipes to the levels in.Table.1. I Swimming Pools: ( ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 120 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. 600 'd WdLt:ZS -bO/Z1/t0 LSZS tSS 80S 'SNI 'AN0103 Table 1: Minimum Insulation Thickness far Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Maim and Runouts Temperature(F) Up to l„ Up to 1.25" 1.5"to 2.011 Over 2. 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1:0 1.5 100-130 0.5 0.5 0.5 E0 Table 2: Minimum Insulation Thickness far HVAC Fipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts i"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) t00 'd WdG'b:ZT 40/Zi/bO 4118 bSS SOS 'SNI'AN0103 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE 00 New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE AIIA ' square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) 0 ,9SO square feet x$32/sq.ft.= O® x.0031 ?J 71 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 z$25.00= (number) Inground Swimming Pool $60.00- Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee f { of Barnstable Town 'ces -� o� Regulatory Servx • Thomas F.Geller,Director anxx��Tom$ 9�A s639, k�� Building Divis!on l�D µPS Tom Perry,Building Commissioner • 200 Main Street, Hyannis,MA 02601 , Fax: 508-790-6230 Office: 508-862-4038 permit no. AFFIDAVIT SUMEP MNT TO FERMI T APPLICATION m:zNT CONTRACTOR E ' er-occupied ied Iv1,GL c.142A requires that the"racoons onstruction of an aadd tioa tooany P e�exisoting o��tion,co p erseon,o -improvement,removal,least one but b��g contaiuizig at Least one but not more than four dwelling units or to structures which are a lac n such residence or building be done by registered contractors,with certain exceptions,along with other requirements, Type of Work• C3t4t o�JlTI Estimated Cosf � Address of Work: P Owner s Name' •• _by Date of Application: 23 I her, certify that: geostration 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: OYMRS PULLING TBEIR OWN PERMIT OEaROYEMENT WOPXDO NOT gA.YE CT0R CONTRA S FOR APPLICABLE xOME ARANTX FUND UNDER MGL c.142A• A OOESS TO THE NITRATION PRO GRAM OR GU SIGNED UNDER PENALTIES OF PERJURY Ihereby apply for apermit as the agent of the owner: 3 0'f RegistrationNo. Contractor N e Date OR Owner's Name iLLE STARBUCK CONSTRUCTION August 11, 2004 Barnstable Building Department Bill Kelly, Building Inspector 200 Main Street Hyannis, MA RE: 733 Old Post Rd. Permit# 76792 Dear Bill: Please fmd the enclosed greenhouse plans as an amendment to the above referenced permit. If you have any questions, please do not hesitate to contact me. Regards, Erica Lumbert Operations Manager Miller Starbuck Construction, Inc. P. 0. Box 726•Falmouth, Massachusetts•02541 •Office 508-539-1124•Fax 508-539-1125 J . 44 �pFIME pow Town of Barnstable *Per # NP ~p^ Expires 6 mont"Om issue date 6=G-03 eAMszBLE, : Regulatory Services Fee 9 1�6�yG 0� Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 r �� PERMIT Office: 508-862-4038 - - MAY 2 2003 Fax: 508-790-6230 TT EXPRESS PERTMT APPLICATION - RESIDENTP&,% 'ARNSTASLE . Not Valid without Red X-Press Imprint Map/parcel Number C)Lsv /C21/ /C?10JR Property Address . '7 o L D POST P—Old D Residential Value of Work Q1 1 000• o O Owner's Name&Address C la AR1.V_S C t3 ZO Lr-- P 1 E PE 2 S 10 PA i21C AV F_ _W 144 13 14£tO 90 V_ _ N t! J O bZZ_ Contractor's Name I2pCA2S 91 1M,a RN E!f. SN C Telephone Number SD 8 •q Z 8 • 6 I b 6 .,f 1Tr me Improvement Contractor License#(if applicable) 1.0 0 13 9 A' Construction Supervisor's License#(if applicable) e, b 11l y _ ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner have Worker's Compensation Insurance Insurance Company Name Avw8.Q1c-a-M T£ 11 AT1dN(�L Workman's Comp.Policy# W e. (2.S 1 9 6 2 Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roofl ❑ Re-side Replacement Windows. U-Value ., 6 (maximum.44) t 1 W t N Dow S ❑ Other(specify) i *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature AC- QTorms:expmtrg Revised12190.1. , Town of Barnstable ti y�P Regulatory Services * sn MA5&LE = Thomas F.Geiler,Director .9 DtA$S. $ �' E1 3 ` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 r^ Property Owner Must.Complete and Sign This Section If Using A. Builder I, S 1 ' ` , as Owner of the subject property hereby authorize ==Xs ILA414 to act on my behalf, in all matters relative to work authorized bythA budding permit application for(address of lob) Signature of Owner Date Print Name "WAssessor's. map and lot number,',N%*�A......... ................. SEPTIC SYSTEM N41 UST BE THE Sewage Permit number ... INSTALLED IN COMPLIANC ......... ........ ........................ WITH TITLE 5 3 STAXLE, House number. ....... ................733......... • ENVIRONMENTAL CM AN MAO& 1639'Tr)�A' r�`TC TOWN rOF BARNSTABLE MILDIHG' I-NSPECTOR APPLICATION FOR PERMIT TO ...60.05.71A-KV.......A........................................G. ............................... TYPE OF CONSTRUCTION ............. L�.................................................................................................. ............. ....... ...... .....19...K! TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tot the following information: Location .............. .......:5..............0( Q....... .......�0 .................................................... ProposedUse ...... 1. 1:,.,.......... ...... .............................................................. 12 Zoning District ...........Fire District ..... ..................................................... #. Name of Owner ... Address �.. j ........................ ....... > k .............. Name of Builder A-A zutY........Address ...P........ 5T.=v.I'L.L. Name of Architect KL-t=.....6j.o-0. ..<I ... ........Address Number of Rooms ...................... .........................................Foundation C--2u.1 1;>...... ............ F Exierior ............ ..................Roofing ...........46... ......................................... Floors ............................. ......................................Interior ......... ........F. 1-:A6.T.t9........... - r- y Heating ............................................T.......................................Plumbing .........?.....,................................................................. Fireplace ..T\v..cj........... ......................Approximate Cost ..... 0 6 �20 ........................................ Definitive Plan Approved by Planning Board ---------------------- Area ..........................50 ..........e5 21 Diagram of Lot and Building with Dimensions Fee .... . ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 7--2 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......... ....... ........ ............. STOOKEY" MARGARET W. ti No One 1/2 Story .... Permit for .................................... Sin le Family Dwelling ...................................... ............................... Location Lot #3 -7-27�-Old Post Road ................................................................. Cotuit ............................................................................... Mar5 W. Stookey Owner .......... ........................................... K�ameTypeof Construction .. ................................... ...................t.......................................... ................. Plot ............................ Lot ................................ Permit Granted .......September- 10.................................. 31 q9 nspection .................19 Date of-I Date Completed ............ 0-27177.5`X.19 7 PERMIT REFUSED ............° z. ............ 19 ol ............ ........ ............. ............... ..... ............................................................. i0.................................................................. Approved. ................................................ I ................................................................I.............0... ................................................................................ Assessor's' map and lot number ......: A............................... yo�THera� Q � Sewage Permit number 3.... �...... .....0� a Z BABBSTADLE, i House number 1 <' 9O MAea po,1639. C YP `00 WA-4 a' TOWN OF BARNSTABLE . f _ BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ................... ,............. ,.......................................................................................... ` TYPE OF'`CONSTRUCTION Aw, a ............................................................................................. ....................... _ r ... .. . , .... .........................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit {according to (the following information: Location .... ......�. ...............C''A..,Q.......l..bs�......•i-, ��.�.R:�:............ Proposed Use .... ..!..! ! .r":..».......... ......Q.�A� .wu•If'.....................................I......................... Zoning District ....."' ..............................................Fire District ...... ............................................. Name of Owner '+ ' )C. Address � '0` 66y, � �.l.!.H..�:k,...................................................11- . Name of Builder .. .! •a!'� 1 �a t/ � '. . . .......Address ....—0............::.�..' ........ Name of Architect ::. • !. . '" T f t"a ........Address :. k C��a f r T I1 } h Number of Rooms ..................... .........................................Foundation .... ...... ........... Exterior ............�� ..: ........?...��;_... :....................Roofing ........... . ?. ..� .Q .k J........................................... Floors 1i/r`�G 7 �.� ! " `i f-"' .. C. ...................................:....................................................Interior ......... �`� �?�.'..�.w'....:�......:. E... 5 Heating ............ H•.. . s .. L `...........................Plumbing ........ - _ Fireplace ... .( ............ ..... ., .,. .:�.,. ..........................Approximate Cost ( "........................................ Definitive Plan Approved by Planning Board ________________________________19--------, Area .... ............. {� -�. Diagram of Lot and Building with 11 Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 17�2- OLD - _ .... r Z:. ,. .. f,71 � .. -. •,l --jam f- f j - I hereby agree to conform to ell the Rules and Regulations of the Town of Barnstable regarding the above construction. ' ,Name ,, STOOKEY, MARGARET W. A=5X-114 ` -3 . No 23438 permit for One 1/2 Story ................ .......... .............. Single Family Dwelling ............................................................................... Location Lot #k3 721 Old Post Road ................................................................ Cotuit ............................................................................... Owner Margaret W. Stookey ............................................. Type of Construction Fr .ame , ..... ................................ 4 .............................................................................. aPlot ............................ Lot ............................... Permit Granted ...S.eptember 10� 19 81 ................. Date of Inspection .. ....... ....:......19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 < ............................................................................... .................................. .. ............. ............. ................... . .... . . ......................... Approved ................................................ 19 ............................................................................... , A r 1^k \ 4" l000 • - ! S ~t r i M , 1+� r INN - ' S t I t t i 1 jrti , f i 1 t If - �� C.EQTtF1EU PLO*r ti LOCATIO"Au `.� -MZZTt�Y THAT TAM �G.�UC►UD.S�b��.1 PL4►.J R�FCRE►.IGE NE$Eotl GOAAPL �a/iT�-1 'P'ta6. �itrE.t.t fi �,. Qua SETUACv, VEQuicZEN�E+.ij-S OF Ti•« .-roww- o�= t�'p S Lk: , 4 � �v2 r��'Te. BA)(TC-P, 1.JYF 1�lG. REGIS'!'C-.zZ`D L.WC:> SUeVaYOV-S �-4 t�� C�L.,h�•J . 15... 10T 8A►SE'� '6J�.1 �.! OSTUZV%LLr=' o Mass, j 1Jti�CrJrCrAEW; -so Cvr--%e T4•IL- OFCS TS i neJ4.D APPLI GAr.1T ..k,,-- �C ��s L� .To D�T C eibt a of c LET ��uc-� •. N4,,�7.e �q- l�• �1ZxJ�L� , �; A•• TOWN OF BARNSTABLE Permit No. .------.---—--------- { VAUn.X Building Inspector Cash 7 �YL • -------------- v0A�67p. 'rOVIN OCCUPANCY PERMIT Bond ----_-----_ %� �J "No building nor structure shall be erected, and no land, building or structure s all 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 ?"'?'r? F;t rYy)CP`7 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..._. ............... .........................._......................_...................................... Building Inspector Foundation Certification in . . Cotuit , MA. Prepared For: Charles Pieper Assessor's Map: 54 Lot: 11-3 Baxter, Nye & , Holmgren, Inc. Community Panel Number: 250001 0018 D Registered Professional F.I.R.M. Map. Zones: C, VI (EL 9:0') - A13 (EL 12.0) Engineers and Land Surveyors Plan Reference: Lot 2 Plan Book 552 Page 88 812 Main St. Deed Reference: Deed Book 12,614 Page 326 Osterville, MA 02655 Phone (508) 428-9131 Fax — (508)-428-3750 Owners: Charles P. & Carole J. Pieper Job Number. 2003-032 Scale 1 " = 60' Date : 6-17-2004 � � E P��C gPAY N 87•05'30" E X � 52.03' �0 113.31 _ P TD �-►�'� O 1J� N g1.01 5 193.96' 00 I CB DH 150.00 FND 1 N � /iv✓"� 0 a w f w O 3 N i LOCATED 6-15-04 0 16.1' LO =O EXISTING 0 / Y Z FOUNDATION 0 ✓ M / 16.0, l (L CB DH FND I A N/F STOOKEY O• � _ I I -_I—. CB DH FND S N/F PIEPER N 0 z I I l _ I CB DH o FND WELLING CID rn �44 LOT 3D AREA PER PLAN BOOK 552 PAGE 88 I82,580f S.F. UPLAND 10,450f S.F. WETLAND I CB DH 93,030t S.F. FND 2.14f ACRES TOTALyy N I+ � a rn COTUIT BAY I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN ' COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE SHOWN AND IS NOT LOCATED WITHIN A SPECIAL `N Of FLOOD HAZARD AREA. Q� Jo N THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES, o E IS 29974 <o I-7-C�4 ss CISTERI�� REGIST ED PROFES IONAL LAND SURVEYOR - BAXTER, NYE & HOLMGREN, INC. DATE �044� FM or • S 1 t4,2 ' � �' t •' � 1�' �' !r \r�G�t.�. 4 fr JY if yl ty' LS !2 - .,' ;, R r } 4` Y a h � ����; I r .�'j's ylr cr t•_� x �\ , U 1 `ll y J r P � P _ FINlt_ CONTOURS OfZI�.WAL _CON. OURS'.. ����lF NAIL ON TpURb)T .', OM vc- • �r rrss, J i � � 30 is f,, / J ; (R.E"IOI sE) - •� ~:i \ :� TOP 3'f 5 -.�i � �"1 // ��/ � �' EXIS-T(Ntr HC')VSE •,��AR'AG'1=' RF_-cIZENTED)�` �, � r �.: � ti.: ,� /r ,r.. ,/ •/ . _ �' s 7 r�fir- - .'� - /. '.:.,.•iW'�''' � E �"t ."i , Ki i� � � '' , rya i a 9.3 SOIL LOGS DATE:December 12, 2003 LEGEND P#=P 10 623 EXISTING PROPOSED , x 39.7 ; ENG1NEER: BOAkD OF HEALTH AGENT: a 9 x 38.6 ---_ N 8T05 30 E O:' a 0 Na di•. GUY POLE #31 IS 34.g� +� 52.03 E - StPhm Nilson,P•E• Dave Suton 35.1 O �_ 3d, Stake & Tack Set/Found T 93 ��• o ° v . �, ► .31' ° Mag Nail Set/Found TEST PIT 1 TEST PIT 2 0 P 13 39.0 113 3 , I Concrete Bound G.S.E. = 34.4t G.S.E. = 28.9f _ �31 B ;' x 336 �. uP 84 3i 35 "`� x wooDEn I Gas Gate / Electric Meter • ,. 0 0 x i.9 33,5 °H. � r \. i' 0 Catch Basin o • 0 0 0 �, 0" � DESIGN SCHEDULE ti GARAGE 5' 10' EP c ,�0"'"� 193.96' �/' ; ELEVATION Water Gate FINISHED FLOOR ELEVATION 36.0 I ® Water Meter • = ®_ ` ; '• A 31.71 / / �nzz�'- i SEWER INVERT AT GARAGE 33.0 I ® Telephone Riser o ro o o PSANDY LOAM AP p I �' -CONCRETE PAD x 3a.o ` x p9.3 -0- Utility Pole ,� r�•o' _ o SANDY LOAM 33.6 33.9 / �' SEWER INVERT INTO SEPTIC TANK 32.8 20 tY Ti ems. C o . ND 1� '/ '� \ x 37.3 200x00 ontours Grade ev• 4 :> 0 1 Q 10 YR 4/3 21 10 YR 3 2 �5p.pp' LIGHT POLE o � I$ � ,�35� \ LOT 3D AREA �'� \ SEWER INVERT OUT OF SEPTIC TANK 32.5 Spot .o ; , I SEWER INVERT INTO DISTRIBUTION BOX 30.0 I Test Pit ••: oopem B B co I I \ ER PLAN BOOK 552 PAGE 88 e..oh Noisy s •o o �� SANDY LOAM SANDY LOAM Co 34� 'I I \; �`,\ \ N SEWER INVERT OUT OF DISTRIBUTION BOX 29.2 . Conc. Concrete •. r o .0 30 10 YR 5/8 42' 10 YR 4/6 a x3Z I I k 341 ` W.580t S.F. UPLAND c SEWER INVERT INTO LEACHING SYSTEM 25.5 EP Edge of Pavement I'' I 16. _ S.F. WETLAND o BCC Bottom of Concrete Curb C B WOOD I \ 93.0 t S.F. RAISE COVER TO 6' I MED-COARSE SAND SANDY LOAM I 31 `, 2.141 ACRES TOTAL a' ,� I F.F.E. Finish Iron anon LOCUS MAP ,/ , 3 x 3d BELOW FlNSIH GRADE 1" = 2000' 132' 10 YR 6/6 124' 10 YR 4/6 I � 1 PERC O 56' N 34.3 1 �` INLET �, x 3�.z ' 2' OUTLET NO WATER ENCOUNTERED RATE= <2 MIN/IN O O I I 1 364 __ ' I x CIL I \ PROPOSED NEW WATER CONNECTIOW,� w INLET TEE FRONDED ZONING DISTRICT: RF UNABLE TO SOAK o N' iJ w w \ w r I O �; x 34.4 \ WHERE SLOPE OF INLET 1 6' SUMP OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) '`�s. PIPE EXCEEDS O.OSX GENERAL NOTES RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) 33'1 3 I \' \ I2AG�� i - '�l.e ,x � 1 33.,� 34.0 � '� EXISTING BOTTOM ON LEVEL STABLE BASE o_ I � I � � `t 4:API N E Sig EL 36.E (6' CRUSHED STONE) t MINIMUM LOT AREA 2 ACRES Leaching Area Requirements \ \ 15_04 x 35.6 PROJECT BENCHMARK: DATUM NGVD (RM-41) I I x 35.7 TED 6- TBM = CONCRETE BOUND FOUND 0 ELEV.= 31.65 NGVD MINIMUM FRONTAGE: 150 \ I 33.1, I \\ 16"OPINE\`\ LOCA ,5 '�' DISTRIBUTION BOX I FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' 6 BEDROOMS AT 110 GPD/BEDROOM = 660 GPD \ \ \ 33.3 \ 8 u O ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH NO GARBAGE GRINDER x 3` `\ \ °o g.o (I c TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 32. 4 \ ANY LOCAL RULES APPLICABLE. EL EC. MANHOLE I 33.1 \ x 3a6 \, \ - O 8 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) UP #31 ` \ \\$ OPINE s- - S PFIExisnNGC TANK g �la .� 14"OPINE \ 4 __:. 'ppZMR #7004_gOQ �+ ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING LOCUS DEED: / ELEC. TRANSFORMER \� LIAR = 0.74 GPD S.F. IS \ INS yf ` ; / BY DESIGNING ENGINEER DEED BOOK 12,614 PAGE 326 CB DH "�', `x 33, 33.5 FIND 1, 12" INS ,, s.s �`�== -� I WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, MIN. LEACHING AREA OF SAS. : 0 8"Oo * ••"� sLyB_EL = 33.58; NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT PLAN REFERENCE: �, �Ry w \ _ 4•• x *� x 29.9 PLAN BOOK 552 PAGE 88 c. PUUBox ,� 660 GPD/ 0.74 GPD/S.F. = 892 S.F. MIN. 322 o� •Oo `- ' ' "" �� 23-� FOR INSPECTION. D.E.P. F116 ME 3-4163 -- COMMUNITY PANEL NUMBER 250001 0018 0 PROPOSED SYSTEM . 11`\ 33 x 34.6 I x 34s M f�IN m / - I "� EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES (ORDER OF CONDITIONS ISSUED SEPTEMBER 10, 2003) " ' - OR FILLED WITH CLEAN SAND. C, VI (EL 9.0') - A13 (EL 12.0) = BASE FLOOD ELEVATION (B.F.E.) SIDEWALL (10'+62')(2')(2) = 288 S.F. �� 18"►PJiV� BOTTOM 10' X 62' = 620 S.F. 4• QA x�34''a -''' - PROPERTY OWNER: TOTAL = 908 S.F. ��, _ x 33;7� / N/F STOOKEY I THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 1. ALL WORK REPAIRING THE STAIRWAY IS TO CONFORM o A - _ / ,_-__ APPROVAL BY DESIGNING ENGINEER TO COMMISSION GUIDEUNES AND POLICES. -"---�s �.� �\ 1 "Oo "�o / I CHARLES P. & CAROLS J. PIEPER _ b .,x 4 510 PARK AVENUE 114B 2. NO CAA TREATED WOOD IS TO BE USED. ` ' uP- 3t 6rieEEc ! �" ! 'x 223 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 NEW YORK, NY 10022 3. PHOTOGRAPHS OF THE EXISTING STAIRWAY, SHED, AND ` x 2�' LANDING MUST BE TAKEN PRIOR TO START OF REPAIR 1200 /' I WHEREVER SEWER LINES MUST CROSS WATER SUPPLY LINES, WORK AND MUST BE TAKEN AFTER REPAIR WORK IS _ > � 29.9 I BOTH PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE COMPLETED. --- - --- `k SLEWE WATER SERVICE 20' \ / EryR SIDE of C�mING PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. 4. EXISTING SHED DIMENSIONS: 6.5' x 8.0' 12.OBEECH I 3A.s ,' ' 4 , x EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING 8 C WOODED 2 ! �� _ SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 310 CMR 15.255. 4' x 4' TREATED POSTS _--- -- - o ' •. / 4 9 ON CENTER � � ,� �6 OB�Cr �� '21 e S( � x la l 777 7Allow 1' SPACING BETWEEN sraR TREADS x ? �1s�� LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 18 OBEECH-i- ., �k. N F PIEPER •�. � / I SHOULD- REu►TE SLOPE of sraR � o �Plt�, � -.� �� OULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE TO SLOPE OF GROUND .I cl x '4.9 I UTILITY COMPANY PRIOR TO ANY CONS RNUCTION. 4'. 8 4 12 �\ �5.5 .' • \ \ \\ \ \ _ '� w' 4 y THIS PLAN IS V BASED ON A AILAB RE CORD ECORD INFORMATION, 2 x 4 HAND RAIL / 29.5296 ``�` \, 4 �" . - PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 56' _ I 2• x 4• KICK RAIL 28.s/ > \\ \ \ x 1�!z �' �. � �, \ / , a ON 07/15/03 & 7122103 .2 2 x 12 TREADS ' �R/qr �? 2' x 4' CLEAT OR DADO I I ' 18'OBEECH -� X P'y�"q ` \ `\� `.\ I \� \', \ 1 � 1� %I PLAN OF PRECAST LEACHING CHAMBERS �°� GALVANIZED BOLT 1 _sEPT�c -►,, .,� d 16.6 1 x 15.7f / NO SCALE CONCRETE BLOCKS EMOVAB IF REQUIRED) 10 0.00. p o k z4.,1`, �I l ,'7- 1//`. ( / ' MOIL Z3 11' �1 % I ; x 2. 23, ,WOODP MANHOLE FRAME AND COVER TO GRADES + I 1 ✓1 ,,','; IF UNDER PAVEMENT - 14'OBEECH ao •- 0.2 ( ) 3/4• 1 M" CARRY POSTS 5 BELOW GRADE O \ / ♦ 733 Old Post Road SEPTI / WASHED STONE �- x o.30.1� \ `� , � , ;j%%','/ ELEVATED STAIRWAY DETAIL A-A �� _ � x'P6 1 1 x 1�.2 191 /'' Cotuit Massachusetts /; PROJECT BENCHMAR x �6. 1 1 DIF 2"PEASTON DESIGN SCHEDULE ELEVATION N.T.S. CB DH FND �- 31.3 '6 , ; 2b I ,.y' :' pp�p�p �p :`..'. : r n•{.',�s_ ;�.>;}';`•.- 3 6 LA i ' r 7 ' ., , ,, , ' ri+ PREPARED FOR •:i�s.-.T� ';7? c; -7' .�t.l .'} :� EL 31.65 NGVD 3 1V(�` 1 i 1 ll/ , , / ". V _�-;• `. C'b.�`...';:z'' �/L.. / RuVD `�i( 29.9� ' �lj� ,x 7,� ,lye �;,, ,>,•x 2.2 ■ -` �;�< '•�. _r- FINISHED FLOOR ELEVATION 32.5f "V � ' 1 e 24 12 =. ' `:,�,, ;',.; a o 0 33' t FEE 5, !O o,� „� i Charles Pieper ti... ;, , ; :.. >. ''-:>.�. .� SEWER INVERT AT FOUNDATION 27.2 J• /19. 7.2; // §1 EFFECTIVE = �ti' a- �; '-;. ;,; tr/��� , ,&, DEPTH 12 `:r,*a-�:r - `: '1. :' t ; .�::; POV ' 4 :�=- SEWER INVERT INTO SEPTIC TANK 27.0 To 0 0 I = 19. / / J �' x ■ ' .. ,t°c°'?s.s,;rn�:,.. 7:,�•:>�.::,...rr•:.-,.:..e�.:. y�� ]�.� kk , ,. •, i , , . _ :•.��.� -.,.' .. '•/Y D� F / / "�'�7 I v � �y / / •1\ x � //i 4' 4' 4' SEWER INVERT OUT OF SEPTIC TANK 26.7 �TipN j wooDEo 'IAA ,,R` / I %2 ;; 22� • •, A` , .3' t5, /; I/ /,;/r 1.6 Wetland Permit Plan 12' SEWER INVERT INTO DISTRIBUTION BOX 26.5 P // _ , N 9 , 1� , � � ,,';;; Proposed House Additions SEWER INVERT OUT OF DISTRIBUTION BOX 26.3 SEWER INVERT INTO LEACHING SYSTEM 26.0 CONCRETE LEACHING CHAMBER DETAIL - H 20 LOADING BOTTOM OF LEACHING SYSTEM 24.0 YSo. wBAXTER, NYE & HOLMGREN, INC. ) / No SCALE WATER TABLE: NONE OBSERVED AT EL 18.6 Oq o ' / e C e' 9,3 ,/ Pop '/' / /• - i '/ '�3// i/WDODliO /', ��'�/ 1.9 Registered Professional INK 'o° Engineers and Land Surveyors PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH TOWN ' e of x 2v s 1 ,MANHOLE COVER & AND APPROVED ON: FEBRUARY 17, 2004 EF"'In N • • i.o 300 . /. /, ( }� /// ;,'.'.;' 3 NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, 812 Main Street, Osterville, Massachusetts 02655 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6' / , i ' zes Phone - (508)428-9131 Fax - (508) 428-3750 BELOW FINISHED GRADE. TYPICAL SYSTEM PROFILE F.F.E. 32.5t e.s / ',,, NOT TO SCALE / LAWN 6.6 .>,,; �o^ g/ ; , '%„,;; ; 'i;�'' I PNR-STAIRWAY, DECK do SHED 30 0 30 60 FINISHED GRADE VARIES ry� �O' o o 29.4 i,/ j / y' �� , 3 (SEE DETAIL A-A) SCALE IN FEET AP CB DH 2 ��' SCALE: 1 = 30 DATE: 01/26/03 r 4' PVC VENT ,2 ---- ° o - _ 291 __ - -------- � -- ?� ,, do DEC FlN _ MANHOLE COVER do FRAME - -- - -- -- _ - .- - - (SHED GRADE OVER TAW 30 ` ,- _ 'TOP-OF SI IF t- K-SPATE_�c - - ON PILES - s: _ of FINISH , %' \r5�= - =_=` - _ =.. .,_- ---- REV. DATE: REMARKS t ,. ED GRADE OVER D. BOX = 29.St - - = - -=2r.e ==_-----_________ _ --: _-,.- :-�,' i 4i � FlNISFIED GRADE _ -�\ _- - _ ----__ _____________________ __---__-___-__ - .- -=:" ';' 4 2 �i.��' `S�c OVER LEACHING TRENCH = 29.5t 4' �0�`' -=__==_ = --______-____  ------ - ,!- cn tEP N �= 3' min. - _� � -_� _ ________-_-_-_-___-__=______-____________- - -----� -- - o'er ---- < ( ) FIRST 2' (TO BE LEVEL �_� t" =_-_- -_ _- _--_= _-_=_- - _--__- : "� _� -=-',;; O 1 A r1 4' SCH. 40 PVC ' - ---- -- - - - _ - _ j r - _ - ;� ® 0-20-05 REV. GARAGE LOC. -- - _--= - - 'i: O 2.07G pL2' (min then O 2.Ox ,. _-�;_- _- ��� --- ---____-__ - .--- - 4.9 3.8 A 10 18 05 y-s - REV. WORK LIMIT 90�'a y�` 160 SUMP 9' (min) Cover `_ -_ ___ --- _ _-=_==_- --- - _- - H• ® ANrx,y:;f 10' q lF - INSTALL 4' SCH. 4o Pvc 36' max Cover 22 M '_,� - - -_ -- _ -�'---- - p,55` 3.6 -- - 09-13-05 REV. SEPTIC SYSTEM, �STE��� GAS BAFFLE , • (max) ;1 3 8 �P 2 4 _ s S \ E � �' HSE. GARAGE. & DRIVE �,�!ONAL E�� ,L: - '' •. '� CONCRETE LEACWNG CHAMBERS CONNECTION N frq` -------------------- EpGE --- ---- " -_ N�G� - - 8 03-09-05 SEPTIC & LS. REVS it oS 4• SCH. 40 PVC -. , . _ ---- -------- - _- (TYPICAL) 6' CRUSHED . �;�'�;:.�:.'a;w:';:' - ,2.4 `'4 - - 2 �fT� x 112-14-04 4 DIA PVC x ---_ REINFORCED CONCR ... _s - __ -------------- ----- --- _ - O 2.0% sroNE BASE T --x - s - - - _____- ----- --- --- -_� x ,- ® 08 04 04 TREES,GARAGE UTILITIES,SEPTIC AR _ -. o 0 0 0 0 o x o.6 -- _ , _ _---- - - ---- -- - ,_ ------------------------ ------ 5 - u----------------- - - .�.--;--_ .:.::,:....�. -:� ,.•• :.-,- •- _'.:. - _ x ' x. � _ x%4- _._ - ■.•• ® 05 05 04 CON. NOTES & DETAIL .. :: . •�.-. � f.'� i..•' .: �• - x 1.3 x 1.3 - x 0.8 , - - __- - ��■ _ _ _ 12 •: �'' .0. +• :J •.1 ------------ ----- ----x OS - 1C8x x 0.5 / ■ .• ••• . � C. -� _ � _ _ ® 05 03-04 SHOWER DRYWELL C01 � ..} / •� _ - -_ •• Ow WAS . 04 16 04 REPAIR STAIRS & SHE �• _ 1Jlt• EL 24.0 - - -,x°°�_ __ x 0.2 _-- �_ x X6°1 _J / WOoD Po 04-07-04 REVISE GARAGE DRAWING NUMBER _ 1 5' MIN STONE 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER ••►�EA"''LOW'Wi4•R •• • ••...... C 0 TUIT BAY •' 03 03-032 surve worksht 03-032s -rev9.dw No Groundwater Observed O Elev.18.6 •••••••••■■••.... . ................................ .• •• • 2003-032 H-20 • - SOIL L DATE:December 12, 2(1O3 - MAG NAZI' ►•■rig 913 s „ • � P#=P 10623 0;4 LEGEND EXISTING PROPOSED M 17 • .o .. ENGINEER. BOARD OF HEALTH AGENT Ott., � U' -: 51 _, ,-•, ,., �• ..:: � �r wt�•6.9a- / x 3e.6 �_ ..�.. �.. N 8T05'30' E b . :� 0., Z,. GUY 31 S 34, �� AD G� 9:3 Ste hen Wilson,P.E. Dave Staton f•- �. ? Stake dt ra I �,.1 '�"� -.� 3�. ,f c Set Found ♦ ca w r .. / t yi2 r s / TPT TEST PIT 1 TEST PIT 2 / �t►�-_. P3 , � 39.0 � t 13.3 Mag Nail Set/Found �; a, ' " -•_ "/ _ _ Fr 354pr � ,` I M Concrete Bound . . f G.S.E. - 34.4t G.S.E. - 28.9t 31. / c x ; \ 7,6 u + ' EP/SIB xs \\ tIP L34 31 / 35. I ® Gas Gate { 0 /, �" / Electric Meter a p O O x A1.9 335 / 7 , 1 ! �. . / o� Catch Basin ,. r EP3zs ate- 193.96 ; t Water Gate 5 10 - / r W ,• 31.7( 3 o I e Water Meter �•A r r 32 "�" i i d i t as Telephone Riser r / r x 9.P t CONCRETE PAD 3 .. SANDY,LOAM ,•�► c D � x 3e.o 1, -Q-- : . .• © : .: �, :, to ,; «.; , a R"� ,., SANDY LOAM 33.6 l339 � � / , ( Utility Pale .p „ :• .{Ti s;: o r 10 YR 4 3 10 / 21 10 YR 3 2 ,... •'T f/ , / �/ \` \ �, A/' z°° Contours r , to \ x , 200x00 LIGHT,POLE 3s. 37.3 LOT 3D AREA Spot Grade .' o'04i s e ; 8 \ 1 i rest Pit . .,,. B i� ER PLAN BOOK 552 PAGE `88 , SANDY LOAM nl�,� I , i \ ,, '� , a I • :, :NaY: s- a e SANDY LOAM o _, ,., r r 34�x�,,� I \, � Conc. Concrete o• s,s r 1�0 \ .,;. • 30 10 YR 5 8 k \82 580t S.F. UPLAND `- -� / 42 10 YR 4/6 -32. I Y EP Ede of Pavement x , i I , 9 0 t 1 d 50t S.F. WETLAND i I \ 8 BCC Bottom` of Concrete Curb C B w00DtD 1 1 ,4 93 0e t S.F. �- m 1 031 � � I F.F.E. Finish Floor Elevation - SANDY LOAM t I i e _ , LOCUS MAP MED COAF;SE SAND t I/ I t 2.14± ACRES TOTAL 1 IP Iron Pipe " _ 132" 10 YR 6/6 124" 10 YR 416 i !I x 3�.0 » 34.3 ► \,` WOODED GENERAL NOTES RATE- C2 MIN IN t \I ; NO WATER ENCOUNTERED / � •� i 1 35.a ECTIOI� Y 1 , PROPOSED NEW WATER CONN w w r ZONING DISTRICT. RF UNABI•E TO SOAK w,, w w \w w -- ,,.-' I PROJECT BENCHMARK: DATUM NGVD (RM-41) OVERLAY DISTRICTS. AP (AQUIFER PROTECTION) n I , 16.0 , IBM - CONCRETE BOUND FOUND A ELEV.= 31.65 NGVD RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) 3 I \ .,:,3w ,„x x 31,8 x 33.4 34 0 t4.OPINE , ... _. ._,, ALL SYSTEM COMPONENTS r �. , k:. . ENTS SHALL BE INSTALLED`1N ACCORDANCEWITH MINIMUM LOT AREA. 2 ACRES >� ,, ,... 35.6 \ �.,:: iJ Leachln Area Re Requirements 1 nnE v of THE STATE g Q S � \ x \ ,; I ,I � 1. ,,,.-co _ / SANITARY CODE DATED MARCH 31,1995 MINIMUM FRONTAGE: 150 , \1 I \ M5,7 ,\ w L ANY LOCAL RULES APPLICABLE. \\ 33,1 E \ 16 OPINE . 3g FRONT YARD = 30 ID YARD = 1 1 \ a at' - SIDE D 5 REAR YARD 5 6 BEDROOMS AT 110 GPD BEDROOM = 660 GPD 8 OOAK x 3 ., k 3a3 \ �r a' ANY CHANGE TO THIS PLAN MUST BE APP � ,h ,f fin ,,; , o ROVED IN WRITING x 33.1 8 PANE ,!.1 ;- 59 9 BY DESIGNING ENGINEER NO GARBAGE GRINDER Lli 8.0' I o LOCUS PROPERTY IS SHOWN AS: 32. ASSESSORS MAP 54 - PARCEL 11-3 r C 33,1 \ x 33.6\, - + 1� ; 8 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) \�� s"OPINE ' - , = N/F STOOKEY • g WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, UP #3t�1.t t �� \ 14"OPINE `\ 12"OPINE ,-; ;` rn NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT LOCUS DEED: _ ,\� ♦ M , LIAR - 0.74 GPD S.F. `\ ♦ � " � FOR INSPECTION. DEED BOOK 12,614 PAGE 326 / \ 18 OPINE 1 o 0o, c ,-' ' :NB-DH \ , )(33. :�t $3,5 �\ / i i x _FND �,\ ♦ � �` 12"OPINE \ A- ,.,,_ J , I • MIN. LEACHING AREA OF SAS. . \ ♦♦ 8"OOAK �� EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED PLAN REFERENCE. w \\ \ ♦ 4w OPINE / ,, ,.,"- --x 29.9 OR FILLED WITH CLEAN SAND. i LAN BOOK 552 PAGE 88 660 GPD/ 0.74 GPD/S.F. - 892 S.F. MIN. \�\`�o�10"Ob - "'Fo .- t 2,2 `\\ � ♦ -,/ /' ter' rF•,,.- , . 3,a THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN COMMUNITY PANEL NUMBER 250001 0018 D PROPOSED SYSTEM �,\ 3 " " APPROVAL BY DESIGNING ENGINEER THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES �, 3,.6 1 s OPINE` = SIDEWALL (10+62)(2)(2) 288 S.F. ♦ ♦ \\ h/ 8 P N343 ,-` C, VI (EL 9.0) - A13 (EL 12.0) BASE FLOOD ELEVATION (B.F.E.) ♦ Fo ,,,> M BOTTOM 10' X 62' = 620 S.F. 33.�` ♦ A y' -''- ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 ti r ♦ - PROPERTY OWNER: TOTAL = 908 S.F. CHARLES P. do CAROLE J. PIEPER tv/F PIEPER __Pr "OOAK / �' ! EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING - s ,e 32 ,�t o" x6 ; / JJ / ,- I ► �, ~..,. ♦. max„ / : / � / / , ,/ SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER 510 PARK AVENUE 114E ,P , , ``•' - 3 _� UP 31M % ;/x 2 .5 ,/ J , x 22.7 310 CMR 15.255.' NEW YORK, NY 10022 ____ --__ � ♦ 12"0 LOCATION OF UNDERGROUND UTILITIES ARE"APPROXIMATE AND ------ SU1 E 2 08EECH: / r• L SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE ♦�s '`so. Y2 �.' ,.' ,BET ,- r / - UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. x 29.7 , / , / r THIS PLAN IS BASED ON AVAILABLE -- 6 H s J', 1 LABLE RECORD INFORMATION, C g p FNDx WOODED \' J PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 3 t ON 07115103 do 7122103 x191% 1 _ c _ \ . ■ \ x 1a.1 40_ 1 \ , D - X 14. P. �i�e #SE 3 4'1 63 r 1 . `MfOnP F , ti ,. . . , 7 - \ , \ x lss \ � ORDER OF C -. - .:�..... - ...::.,. . ,. .. .: •,-• . : -. .. -•:� . - � ONDRIONS ISSUED SEPTEMBER 10 200 t 295 , \ \ \ \ \ 1 \ \"� �r ��r� 124 9.6 62 _ ( PROPbS�D \ \ , , . / , /! / I CERTIFY THAT PROP. PARKING � `, �' ROQF \ � . � / ; TO THE BEST OF MY KNOWLEDGE THE FOUNDATION -• �' a .5 .� • \ \ , \ SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE PLAN OF PRECAST LEACHING CHAMBERS �, �, , -..-_ ' \ � \, \ ,� xt 16.6 ;1' ;do / �, ZONING DISTRICT SIDELINE MID 'SETBACK REQUIREMENTS, IS NO SCALE /.+. �, ;• ti I x 1s i j ; LOCATED IN RELATION Tiff THE MONUMENTS SHOWN, AND IS NOT / 25.2 \ \ 't LOCATED WITHIN A SPECIAL FLOOD FIA7a1RD AREA. b , , x 24 \ t , , I l i ( , , , ,� THIS 29. `.y I � t t 1 ,r 1 I , � �J/. PLAN IS NOT TO BE :RECORDED NOR IS IT TO BE USED TO.ESTABLISH PROPERTY LINES. MANHOLE FRAME AND � COVER TO GRADE �,9 "� 1_ ► J �/ ,, . IF UNDER PAVEMENT /4 1 9 PROPOSED TERRACE G fir 2.51 t WASHED STONE 38 ao.o� � � ► ,/, r /// EL' 30.1 t 1 17s r / ,/, / PfibFES$IONAL LAND SURVEYOR 30�►\ �\ / / 1 //. ; DATE ! f to r lip PROJECT BENCH t:, ,:., L., 1 D r /, ,.n ., ,,,. ,l / , � DESIGN SCHEDULEELEVATION �.. . , , / , , AIA Of 2 PEASTON .:._ _ ... > = ---<- •.:.• CB DH FND � x a EL 31.65 NGVD t '•�-a .Y• .. br df Cx r N , , I 22 w t � t yr � • ,, .... � � r r v t .. .- f ,. Z t / / 2 .>. .s .k-.• _ �>,... FINISHED 'FLOOR ELEVATION 32.5 . . , i .. . ..,• .�. T DO .,I ,I.. STb / J 24 s .,4,. I I I ,-J/ / , QQ. //I J 1 g GL '.... N -�-•� ..., , x.rr• SEWER INVERT AT FOUNDATION 27.5 � FRAME ,-w 9. � ,, , t3,1 EFFECTIVE _ u ..... _ r .r. , D l r/ p ,.�. ,� .: --tt. I`AO �L1N r .. '%I/`+fit+� ,� �� r 74 - } �� M G , DEPTH 12 'a __ _ . ,7 :.. x % rb a, No r E -. . _. �+ a .�,._ .,�� _ r•.ti .. SEWER INVERT INTO SEPTIC TANK 27.0 p r / ,..,..•-... r ., .. _.....:R }gmot• Ji-r ♦ .�'1t:• •..ieq.,ty..., ..� 7 r , '� 19, / , /, , \ -/... '.. s. ,« ,/ter 'C.Q, .!• -•r•. :••_a•_ ..r /'>. Of' / , 33 ,I , / x f r r , , . C x . / ! •CIA SEWER INVERT our OF SEPTIC TANK 26.7 N 2 / , 3 /, ! LL mON'�••' DED J ^-� � "I , /221� / r r ,/1 • .//J / 10 SEWER INVERT INTO DISTRIBUTION Box 26.2 31.E J t , . tie SEWER INVERT,::OUT OF:DISTRIBUTION BOX 26.0 .e I � , .9 x,22, � ,/,' ,,, !- PROPOSEDE / 17 191 , ,,, , � - 733 Old Post Road SEWER INVERT INTO :LEACHING SYSTEM 25.5 0 �a!�, // r CONCRETE LEACHING CHAMBER DETAIL2, ;, , , /.,, , ✓ SET -E�B. / . / � / / 31,1 , / / I / r, r //i / J BOTTOM OF LEACHING SYSTEM 23.5 19 c r r, / H 20 LOADING) Cotuit Massachusetts NO SCALE SO � E! , . k � � � ;/;/,/ //... . WATER TABLE NONE OBSERVED AT EL 18.6 eta inn '� `� DRYWELL. FOR SHOWER /' // -,l29.3 j , ,r . ► i / % / 4�, PREPARED FOR ' / y�',. , , / i// / AL ,� dt ROOF LEADERS / -.. 1 � r r r / ,�/ , , r , / J r /! '/,, // 1.9 W PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH M'N '�►. ,. x 26s / i ,, , Charles Pieper NOTE. IF AREA OVER SEPTIC SYSTEM IS UNPAVED MANHOLE COVER do AND APPROVED ON. FEBRUARY 17, 2004 /n^•, t.o / , r ,, /, ,/, ... / � FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" `�• . i r /.// , / , ,, , BELOW FINISHED GRADE '7 r / , , . TITLE 1111'41 � Wetland P �m� e t :PlanTYP A Y T M PROFILE IC L SSE � . , , . .w ,/ LAWN 8 6 �• r r / r /r . / // /FF t . .E: 32.5 ,/, P8ro sed House Additions . .. Nor r0 GALE �p> , , , , , , ,, ,f po ry 29.5�' / .• /'/r' ri// '' i iJ'J' FINISHED GRADE VARIES �. g v ����ryy� ����p ._;. _.�_ �. , NYE & HOLMGREN INC 1►.•NFfOLE COVER AND FR/YIIL ^•.,:--"• ..�~^..� .5 /' .wry ...J , t / //i//i r Ca DH .. FND z� Ns � Re stered Professional ; �`� ADJUST TO Ass 4 PVC � .. __..� -. ... -. -.,. n, 27. MANHOLE COVER & FRAME - - '...- - - .�.- i W do DEC .~ FIN _ = .:- = ,,•'�= -/, Ell eers and Land Surveyors /a FINISHED "GRAI>E --- P - - :%.' ,i. Y .� OVER - - _OF NK`STATIE �'t: - =.-,.-,-==: TANKL4.. ~ _ _ ..- -..`- .:' ON PILES ~.~._sue . . _ .. _ •__ _�.. -------------------- FINISHED -- =;_ -.:-�-.. - -2�,e - /,-. , t w GRADE ,•..� ~ __--_.._--- - -- - '� OVER - ~~ �~ �__�._ _ : __: ----- - - -'�.- rD. BOX ` 29.5f _ __ __- _ ," ,, , 812 Main Street, assachusetts 02655 Fl - -- ------- - -- GRADE�� 4 MIN t ~~ ~ •- - - .OVER _____�__ _ LEACHING ~. _ -- 29 - ----- - ------- -- "--� '�-:i' � 1 ' 1.9 N 218 ..- fir;`-; _ �..- -_-_________---------------__----________-- " -.- -'- , � 1 .Phone 508 428- ---------------- (TO - ---�=_ _ -�_ •D ------ I � ) 9131 Fax (508)428 3750 - -- ---__ - --- - -_ -------- -- - - - .:.� FIRST 2BE LEVEL -�;_ - - - --- - --- -_--- - l.� ya \� 4 SCH. 40 PVC - -- - - E -� then O 2.0X - --_ _- - - _- - - -- _-- - - - _- - - - 9 3� \ 30 0 30 60 9 (min) Cover , - - Y,=.i _ • s SIAIP n » r �•......,.�` ` -.-_.-5,3- _ P- -' �+ 3.6 ..r . • ~ r _ -•� 10 CI TEES _ INSTALL .- 4 SCH. 40 PVC 36 (max) Cover M =-- _ --- -,_. z.a _ SCALE N .. { ) 2.1 2,2 ��' _ - 2.5 I FEET GAs BAFFLE - .�� E4ry - -- •( ;" Gw �OF -- all - \ CONNECTION `` -E / " CONCRETE LEACHING CHAMBERS W ''-. _ - .,`" �__ __ _�' - �,� .: DATE: . 01/26/03 1 _ 4 SCH. 40 PVC _• - .•:c%: - 4 , _z --------------- x 4 DIA• PVC R,~ t z 1.e _-t. (TYPICAL.) 6 CRUSHED ••x. � �•. ----- - _ �_- z.a ,- x' REINFORCED .f :•t.• __-_--_-__ __ 2.5 __- - --- / 0.7 _ -- - -x 2.� _ _ REV. DATE. REMARKS S ONE BASE T _ - O 2.OX s - _ �� x 1,3 _ O O O CI O O x -- -- - - ---- . - 11 so o 1. :ti a.� .�• •�, \ - / ■, ■■• - _ - x 0.2 4- - 4 DRAWING NUMBER » t�• ELL. 23.5 `: _....,_..__�_._ -_ .,� x o,i -,., � � � 0 07 0 REVISE GARAGE ____ _ _ POSTS AIN ASHED STONE ■... . ,..■„ `" ^ O j ,, Et4W •.■ LOpy ... , , IV ... COTUIT BAY 2,00o GALLON sEPnc TANK DIsrRleunoN BOX LEACHING CHAMBER ATFR ..■.■,■, 0. 03 03 031 serve va,o rks h t 03 032s rev.d w No Groundwater Observed O Elev.18.6 .............. :.. ...••'' qj .�.�.■•..■.■r.r■r • •�'...■•• •rw■ H-20 H-20 H 20 2003 032