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HomeMy WebLinkAbout0111 RIVERVIEW LANE �R 'y ' �N. � 7q, ,dt� .. •, �.�- ,..,. ,. � .�w a ,,� �' N� } �� �...'.t+ Pel Q .~'-ar r���, k y e i Town of Barnstable Buildin Post This Card So.That,it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must-be Kept r. '!6" Posted Until F�naLlnspectton Has Been Made. i �� �� n Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a59, Final Inspection has been made.: . _ w�.._ l n 0,.such .�.�. Permit No. B-20-2155 Applicant Name: Thomas Flynn Approvals Date Issued: 08/28/2020 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 02/28/2021 Foundation: Location: . 111 RIVERVIEW LANE,CENTERVILLE Map/Lot: 228-177 Zoning District: RC Sheathing: Owner on Record: SEIFART,SIEGFRIED TR Contractor Name:`-.FLYNN HIGH PERFORMANCE LLC. Framing: 1 Address: 111 RIVERVIEW LN Contractor License: 147951 2 CENTERVILLE, MA 02632 ) - Est. Project Cost: $5,000.00 Chimney: i Y: Description: Permit Fee: $85.00 Repair water damage and rot on left rear corner of deck on short Insulation: Re P g Fee Paid:l $85.00 wall near green house and rear wall 90 degrees to it, rotted siding a Final: and rotted plywood about 3 or 4 feet out from corner on both Date: `{ 8/28/2020 walls. Replace framing and insulation if necessary. r — Cut 3/4 inches off.the joists on the 14' ledger to accommodate a 2x8 CL_ Plumbing/Gas l L ledger. � Rough Plumbing: Replace(1) 14' non pressure treated 1x ledger with(1) 14'2x8�--«-- 1 - ° Building Official i Final Plumbing: pressure treated ledger on back of home in that same area using ledger lock impact driven fasteners. .; Rough Gas: Replace 14x4 post in that same area with a 61'x 6" pressure treated post. Final Gas: E F Electrical Project Review Req: ' Service: , Rough: Final: Low Voltage Rough: Low Voltage Final: Health Final: Fire Department �� Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map e� Parcel r,+sl,q { e r itt# � k� 2— Health Division Date Issued `ALP Conservation Division J5, 9 -71 e �. Tax Collector 0 I �C i— 3/���a�y �' h?p Fe M � M MUSTreasurer G L T BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULAMMS Historic-OKH Preservation/Hyannis Project Street 9ddress Village Owner �[(�-F�rf� ���� T- Address �V 1 WIV(14 Telephone Permit Request OfU' 6 IL O go 88VQ �® Square feet: 1 st floor: isting 1160 proposed 1166 2nd floor: existing GO proposed-6 6r'�)' Total new �® Valuatio -- �� � (�° Zoning District Flood Plain �_ n Groundwater Overlay Construction Type tU00 Lot Size L/3TS�0 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 2_ Historic House: ❑Yes , KNo On-Old King's Highway: ❑Yes ;�Wo Basement Type: Full ❑Crawl Walkout ❑Other Basement Firfished Area(sq.ft.) Basement Unfinished Area(sq.ft) //D<) Number of Baths: Full: existing new t09 Half:existing new O Number of Bedrooms: existing_ new Total Room Count (not including baths): existing new _ First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes >(No Fireplaces: Existing New O' Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing -❑new size Attached garage:>(existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site Ian reviewf# Current Use h h Proposed Use .. BUILDER INFORMATION Name jids_ o& Telephone Number / � J � Address MLicense# © FY71 T 625 (a3 Home Improvement Contractor# O ZQC9 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AI bLK4 tZ SIGNATURE DATE 2 ® Z FOR OFFICIAL USE ONLY PERMIT NO. r DATE ISSUED '• MAP/PARCEL NO: , t M ADDRESS VILLAGE ` OWNER' r DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE „ 4 ELECTRICAL: ROUGH ,,, , FINAL PLUMBING: ROUGH FINAL GAS: ROUGH) C '` FINAL pa. lYA � R FINAL BUILDING r f -;�9" 5 zs)6 1p DATE C12OSEDfO6Ttj ASSOCIATION PLAN NO. f r THE The Town of Barnstable - BARNSTABLE. Department of Health Safety and Environmental Services MASS. P Mp+ Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-8624038 { Fax: 508-790-6230 PLAN REVIEW Owner: G</Z / So-'�171t7 - Map/Parcel: s�/7 7 Project Address: >'� I /S�)tlawV1e1'U LIV, Builder: The following items were noted on reviewing: l r � .:2)j/-o yi y �/�>2� l�gr'r Aon .4 e- t Reviewed by: Date: 7�Z -0— q:building:forms:review °F IHE • P °� The Town of Barnstable 1 anxivszABLL = Regulatory Services Eo;9;�► Thomas F. Geiler, Director , Building Division Peter F. DiMatteo,Building Commissioner 367 Main Street,Hyannis MA 02601 �} Office: 508-862-4038 Fax:' 508-790-6230 r Permit no. Date "\.•L'� 1%��L AFFIDAVIT . HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: R(AlOVIT6A� Estimated Cost fa U Address of Work: Owner's Name: 6 Fels Date of Application: ( I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law OJob 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 AC CESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby app y for a permit as the agent of the owner: 5 �0 efZQ� o z- 0 Date Contractor Name Registration No. OR Date Owner's Name q:forms:A ffi da v:rev-070601 J Table J=b( Praeripttve Parka`a for Oaa aad TwaFamily R�WuIW BdWta¢Heated wtt5 FOB Foab S MAXIMUM 141uYQ1'1[1M Glazing Glazing Ceiling Wall Floor Baa®ene Mao Area'(•/.) U-value' R valu2 R valuof R vduas Wall b IP&*jme, R.valnaI 5101 to 6m Heart 'Deseea Daw - Q 120'1 0.40 38 13'. 19 10 `- 6 MOrmai " R 12% U2 30- 19 19 10 6 NO=ai 3 12% 0-50 38 13 19 10' 6 25 AFUE T 15% 036. 38 13 25 WA WA Notes U 15% 0." 38 19 19 10 6 No:mal v IS'/. 0.44 38 13 23 WA MIA tS AFUE W 15% 032 30 19 19 10 6 �AFUE .X 18% 032 31 13 2S WA WA Mottaat Y 18% 0.42 39 19 2S WA WA Namur! Z 11% 0.42 32 13 19 10 6 90 AFUE AA 18% OSO 30 19 19 10 6 90'4FUE ADDRESS OF PROPERTY: i I 1 / A - ( v<c.c MW 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3 .3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): Q 5. SELECT PACKAGE(Q—AA-see chart above): • OTHER MORE INVOLVED METHODS OF DETERMMG ENERGY REQUIREMENTS NOTE. ARE AVAILABLE. ASK US FOR THIS INFORMATION. r. i BUILDING INSPECTOR � rx h. YES: NO: & x " q-forms-080303a r • 1 ` F l Footnotes to Table J5.2.1 b: Glazing area-is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylieltts,t and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area. expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example.3 ft'of decorative glass may be excluded from a building design with 300 fl of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken-from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized MM construction. If the insulation achieves the full insulation thickness,over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the stun of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall.For example,an R.19 requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus R. insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-flame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. 71-e entire opaque portion of any individual basement wall with an average depth less than 50%below grade must me_: the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned b...,ements must be included with the other glazing. Basement doors mast meet the door U-value requirement d-scribed in Note b. 'The R-value requirements are for unheated slabs.Add as additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a) Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 t .. t ' RESIDENTIAL BUILDING PERNIIT FEES ' APPLICATION FEE New Buildings,Additi $50.00 terations/Renovations $25.00 Building e n ent $25.00 FEE VALLE'WORKSHEET NEW LIVING SPACE —� square feet x$96/sq.foot= a x.0031= 7S (o plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.I >i20 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf .. .100.00 f >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= - (number) Inground Swimming Pool . .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) ' Permit Fee projcost Ser; A BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Friday, May03,2002 13:29 File Triple 1 3/4" x 9 1/2" V-L SP 2900 Name: T Morse Seifart_B1.BCC Job Name - Seifart Customer - Tom Morse Address - 111 Riverview Lane Specifier - Designer - Joe Madera City,State,Zip - Centerville, MA Company: - Shepley Wood Products Code Reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc: - 131 Floor Beam L69A125- Standard Load-40 PSF 11.5 PSF Tributary 07-07-10 l , BO B1 2138 Ibs LL 2138 Ibs,LL 900 Ibs DL 900 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-00-00 40 PSF 15 PSF 07-07-10 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 10633 ft-Ibs 54.3% @ 100% 2 1 -Internal End Shear 2694 Ibs 27.9% @ 100% 2 1 -Left Slope 0/12 Total Deflection U335(0.5") 71.4% 2 1 Tributary 07-07-10 Live Deflection U477(0.352") 75.4% 2 1 Repetitive n/a Max. Defl. 0.5"(Limit: 1") 50.0% 2 1 Construction Type n/a Span/Depth 17.7 1 Live Load 40 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Friday, May 03,2002 13:26 File Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: T Morse Seifart_R1.BCC Job Name - Seifart Customer - Tom Morse qP Address - 111 Riverview Lane Specifier - Designer - Joe Madera City, State,Zip - Centerville, MA Company: - Shepley Wood Products Code Reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc: - R1 Ridge 1__1 0 12 • Standard Load-25 PSF 115 PSF •Tributary 17-04-08 BO B1 30P5 Ibs LL 3095 Ibs LL 2083 Ibs DL 2083 Ibs DL Total Horizontal Length-14-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-03-00 25 PSF 15 PSF 17-04-08 115 Member Type: Roof Beam 1 clerestory Unf.Lin. Load Left 00-00-00 14-03-00 0 PLF 20 PLF n/a 90 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 18445 ft-Ibs 80.6% @ 115% 2 1 -Internal Slope 0/12 End Shear 4459 Ibs 48.2% @ 115% 2 1 -Left Tributary 17-04-08 Total Deflection L/247(0.69") . 72.7% 2 1 Repetitive n/a Live Deflection L/414(0.413") 57.9% 2 1 Construction Type n/a Max. Defl. 0.69"(Limit: 1") 69.0% 2 1 Span/Depth 14.4 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-3/4". evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI@ and Versa-Lam®are registered trademarks of Boise Cascade Corp. Assessor's Office(1st floor) Map , CYOL U Lot - Permit# Conservation Office(4th floor) ;3l-__)/ 4I, SE2'' 7-7f Date Issued "Z.Z'd Board of Health'(3rd floor)(8:30-9:30/1:00-2:00) ' eye V 7. a ,7 rxyr,n Engineering Dept.(3rd,floor) House#1 Planning Dept.(1st floor/School Admin. Bldg.) �a, ,�a: ; B • Ps'l - J r BARNBTABLE, Definitive Plan Approved by Planning Board .lyw 19 i �- ^t 44 r e jog 1�ilz °, 1 KTALL�� a�PLIANCE TAN5TA LE WITH TITLE S �����O�1 ��1T�L CODE AND Building Permit Application Project Street Address ) ITON /F W LAN e ®WN REGULA�' Village C'eN-rr L I- F Owner J F_6 -FSg I E D S-E 1 F-AE-RT � Address 9, gE� W Telephone _ -�� ?3,29 'Permit Request j�5GG T 8 X C-2&_F&l foU5,c Oii/ Al Total Total 1 Story Area(include 1 story garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) square feet Estimated Project Cost $ 96 Zoning District Flood Plain Water Protection Lot Size o A c Grandfathered? Zoning Board of Appeals Authorization NA4 Recorded Current Use N C�L 6 FA Rt Lv�— Proposed Use SAR)t5 Construction Type Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Q Builder Information Q 2 Name DEC®�S 'I�eryi6dell M� OF���/��l . Telephone Number Address 11380 1-_A M0L)T7:A R,(b License# 00ru I fi Home Improvement Contractor# J/ 3 oa/ Worker's Compensation# 61- 013 - /_,v'3ZAY10 o eo NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO WA5Tif-:: MAN Acr—_nnjg'7 S/-rx— SIGNATURE DATE BUILDING PERMI ENIED FOR THE FOLLOWING REASON(S) AA i -FOR OFFICIAL USE ONLY - ate; • t , PERMIT NO. DATE ISSUED t .. MAP/PARCEL NO. ADDRESS :f VILLAGE OWNER DATE OF INSPECTION: 1 ° FOUNDATION _ FRAME - INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH a -FINAL FINAL BUILDING DATE CLOSED OUT ,ASSOCIATION PLAN NO. ' . The Town of Barnstable Regulatory Services e Thomas F. Geiler,Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. f 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 writs or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. p Type of Work: C� �� U � Estimated Cost Address of Work: 111 I VP— VI F—W LA-NZ Owner's Name: 1 G�� a i�1� Sal F,fi a2T Date of Application: r, 0/ 1Of I hereby certify that: Registration is not required for the following mason(s): ❑Work excluded by law [31ob Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTE= 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: • � � �� - �Cas�� ��� s� l�b�zy D to Contractor Name Registration No. OR ate Owner's Name q*mIs:Affidav ..t 4w t4-Ye'L4.PP Mo NS NN7ull — c,LAZItJ4 BAR o 4nImopm we �etall•A•Rid4e� \ 41,rz1.0 T►.PE couMTBe L---- ----� -NERMQL&ILL GfU�ICII�GI I i t: Dr H S '�,• /i war-&lor®4,orkm. ,L�zw4 OAK .... �EP QAIN` 4 E ATILL .z�4tl�.rP HwH ®(r•vwot) KSRI EPDH 4bSKET- F CouN-rvx PLA4Htmc:;et r oTHG40) \ c4u6Q1iC1 r _ WW sa SAM CAP 1 I TFfEeMbL-BQEbk•RIv4E ® ' ® w:: Po\J-R-Vry Crr TOP d f � �1U,s��/j'�Iy.PPrMsN'+ wzul (i'-SK.•1 i �i W 14.(t4IF►4"1 ll _ _- t v 1 /ELOR,EC14!Ix T •1O.:A•y4.1.4.PPNONh r eu901MFwru�sll[R -MW"°LWG L+Oit - 41�EK Nu�v/CR • G.LdZI�O�ert \ SH I � t EP RK s1cET' '' :`kr = iL 1%4#j;E-Tvack tsuc CAP H, V-o.s` Ht t c,4V i Y• 7FLATNASNER �' % �L- - � Z u ti. i u M .. .\VI w1: TO EJtE - 1 DT1.1 I 4 w s Z �ICK Lei N -6 .v1rnH M TH TC. 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I/F' tuk(imm SIDE FIUAR RII• Qi ®BAR CAP ►u !IS[ II-FROTECT16%Gf aawur wiDTii OF SIDE FILLER p CAULRIflfa n DOUBLE V ALL BAR Cm GABLE BAR AT WAL Olt ' . , , SYSTEM 4 CURVED EAVE SUNROOMS pi ENGINEERING INFORMATION ' EFFECTIVE DATE: 1-99 a GG xH TS CLT GLAZING BAR GLAZING BAR ROOF LIVE WIND WIND WIND WIND WIND WIND WIND WIND MODELS O.C.SPACING TYPE LOAD(PSF) (MPH) (PSF) (MPH) (PSF) (MPH) (PSF) (MPH) (PSF) 3 2'-8 618" 4GB 240 130 43 120 37 120 37 8D 16 5 2+Bb18 :.; 4GB 92,,.::. .._..13A:,. 43 ... .::.:.1.20SI 2'-6 618" 4GB 55 120 37 110 31 90 21 70 13 8 2a6bIB .,.x:; 4H8..,,.... :i. .:7T.',:.,;,.. .1,;120;. 37 a10 , ?i:31 90 21 7D 13;: , 2'-8 518 4GB+4RS 108 120 37 110 31 1 90 21 70 13 :2:2 0,. .x .>:;=.37 S,- .110.1,,.•i'31 ::00 .72T... .70'.< 2'-8 518" 4GB 31 115 34 105 28 80 16 NA NA 10 2',8B1B :.:;dHB,a a.:i05i N4t2 80, i$ NA::-to ::,NA ,s 42 :.,.. . 1.154r, , x..,:3 e... i T-6 618" 4GB+4RS 78 115 34 105 28 80 16 NA NA .,;4k8*4R3,.. ,.:1:35! ,...,3',3 t., .;a051 -,.,:•:28.. :�i!80 ,... F:,.:.18 .:1:..,,NA. .,: ::.iNA:;:::. 2'•8 6/B" 4GB 20 105 11 28 95 23 75 14 NA NA - 13 .,,/2"'-B blb,.. .I »f,D5•.,. ..t::2fl..... :�;9S.,.,,, ::.23._.. ..:475, .. 14 T-B 618" 4GB+4RS 60 105 28 95 23 75 14 NA NA NA NA T-6 6/B" 4GB 14 105 28 95 23 75 14 NA NA 15 •:Nq 2'-6 61B' 4GB+4RS. 41 105 28 95 23 75 14. NA NA sni '2:'. BIB t c50.,. -{:.I:r:3:05•- 3 V-0518" 4G8 200 130 43 120 37 120 37 60 16 777 5 .•=,:-;3,-0 IB"I_..,;.:. .�,,:1:�4OB.I,.,t! .!i.,,..:7fl ..:M:13tl I o I.,,!`:;43� V-0 618' 4GB 46 120 37 110 31 90 21 70 13 1,10 31 , :80 21 70 ..: :•=:1.3 8 -- -0 IB..::.�t ....7W9. ,Isc.-:... .84.._ ti20. . .....a.37!{... - .... T-0 518' 4GB+4RS 90 120 37 110 31 90 21 70 13 T-0 618' 4GB 26 115 34 105 28 80 16 NA NA 10 _...:'•:.Id B„ .:::- 35 ,...;1'.1 fl .�,,.;34 ... ,.;I,,1 OS.. 7, ,28.,.. .,>.80• '.is 3-0 518" 4GB+4RS 65 115 34 105 28 80 16 NA NA .:i=:8. .B .,.::; .�::a4H8► R3..»m'c ;86'.:...,h, :a:I:Gib ,•;s.3d :. ..BQ.,. •. ;::18 ,:.;,.:Nq NA T-0 BIB' 4GB 16 105 28 95 23 75 14 NA NA Y 13 ".._3. :,. >=•:.AHB<,., t�- 2?:.{. .. :€1D5 -;28 .:: 95 '� 3` -'�s75 :: 14 ::.` NA :. ....:;.NA:.:;:. T-0 5/8' 4GB+4RS 50 105 28 95 23 1 75 14 1 NA NA i d:,..{_ ,_:;L4H8♦4RS :<? b .:":1:. ,.,..,1 QS :,:,,;28._.•,.- :95 a v< :;r23. .:;r.75 14 NA NA.::;. T-0 BIB" 4GB 10 105 28 95 23 75 14 NA NA ' •.U:75 1d NA ':NAcl15 23 t: 3'-0 SIB' 4GB+4RS 34 . 105 2B 95 23 75 14 NA NA NA. : �c ROOF LIVE LOADS FOR BW,GG,XH AND TS MODELS ARE THE SAME. nwa cone inao �i� r�.ce�. 'xp ♦00 tI6/s4, 0" tC f"c, pf.N..... ° O C ;1.�" {.✓ti71, tt .."t S plr�tf7i rft• �..NGE'ti y. asss e `^i..^\, �t"`O w„"�..f•: tm i tie 3' r ,_�o`i` °^so;� J1Q mtc Jl IIOeOriiiat° "fx„PINLt /le/I111e71L tr No. 231 1 No.70289 YQ.B ?. n: IFwI tkellllt j:".I.re L?�1 t x •�+m. rucPe _. rle.eJoe g � o sa,ctxeae/e �,r42�,. � "fi?�oR�Oi`�� �1ky'•a:xl"•T \ .r._?•�: +� em � �Jji'......�� �... •af 4liorr�is1 a'+A'ttinM �4CE P6° \�: N,,: ocsrl� '?area° '*�� \sic.r �x'oeannn' ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA ILLINOIS /pftssr 11111 -�I M"'/�-_...�� � �U ui� \♦ 0 LOU *d a.f �, o'..ir':;`'+a v.aa ty\ '.o,..!�" ..r..«;v.� �i• +:-.k1• ,��t��.[� Ii - t�6 U/ w elr� kr� f �s ♦flop .w.".r:r,:[',,i, tt■ c1JIW...... _f .�,�.. � +„L PK14 ° )sl• ter. _ `+i n.. %�..''wn'f0't••� .; r r ,..� ogm. tS ,P ,N�+s/ �,...-.%9F imrn-' "•'1,,y�e.xw y�11jj10'LFc oy -a`R' •.elr 'La.ud. 'Jn:aer:f 7wlu a:%f ___u:..:...,.-t+.:y anaay I NA' KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN �MINNESOTA MISSISSIPPI ellrer c°rrou �',Ft • dnm�"";4 �p,6NCE Fjsc ♦W Gear :.`.•" "eye ••• ' /MR[MC[ a.r�/u`wC1K! [[[ tPFIJ[f ' r?'.u I.� 1OOSS p n •�I[fw�,,{Iwu9-' IIOCPEP �+ NK J + ��Ne 31k`- + USf/ JL?.s 9 g[JJ2siiE� 's\\Fw. 0.�:. f�f ♦ 4 � '9.�. le.,..a v � � �L�' cml clxa'`:ti �0 'ri�'10?Mll♦�i ••tij oiiL L+ � 'nxn� 1r0ell t♦ "+ar nlW 4plL V �q�isrm�NM Fr �p`Lf9CQ� AIuOn efF f15p, MISSOU71 MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA OHIO _,ccw r., ,• n77wo^^ - NOTES: E'•W /fe ORO,t, �,,V°- Ev+. N JC :�0 1j<'•. t �.. 1)ALUMINUM ALLOY FOR GLAZING BARS IS 6005-T5. �"u.etrcr• �' o t - a}-_' \ fOM F --µ-•..t' t, �, f? `1itJ 2)DEAD LOAD OF ROOF SYSTEM IS 7 PSF OKLAAHOMA OREGON PENNSYLVANIA PUERTO RICO SOUTH CAROLINA SOUTH DAKOTA3)ENGINEERS QERTIFICATION.I LAWF2ENCE FISCHEA CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRE( „.......^,y ,,,, SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL NG_ INEER d r"1.°ri`. THE STATES SHOWN.......... ti f •.::. - I: •x,•r� 11 .. 49 3.5ut13'rc,4 Il`it4°; i1 ° uwaPJ:rl; �7�f �. .. 11 nscl 0 o-. � +g: f 4)CONNECTIONS TO,AND ABILITY OF EXISTING STRUCTURE TO SUPPORT 1• + F '{A'.c " - �{•�=P-°"°'r � SUNROOM MUST BE EVALUATED SEPARATELY! ;�ae'i'iQ. `�$' �iy "o•.va`+ •.,Aoxw 'wo. eaoxxa?f:•••' . ' .TENNESSEE - TEXAS UTAH VIRGINIA WASHINGTON WEST VIRGINIA 5)WIND SPEEDS ARE BASED ON BASIC VELOCITY PRESSURES.WIND SPEE •n+.,,,,• � - FOR 2'4'518"&T-0 5/8"ARE THE SAME BECUASE THEY LIMITED BY THE °+" N ♦. ♦Y� '+ (, GABLE END WALLS. { F]Iflir+ a�'on.. - WISCONSINw WYOMING _ FILE:ROFENGI2.CDR A40 REVISIONS BY a�i Y . SE RT MODEL:4CLT8GG I .I r— Code Quantity 46 6 I a 31 6 I+ . G4 2 i CRV 6 AR 2 i T1 . . 2 H V I ' T2 2 = a m t 3 Double Sliding3 t 16'.8 114" d Axonometry Plan m > j o 0 �m r US `m z I 8 a 1 W of Ell] 8'.1 318" 15'-8114" Left Elevation Front Elevation Right Elevation R r a Y/ • I It I DRTE ®N F,X ��!At V fff SCLLE i JOB Np. i � &k �>Z 7/111k6-� ? '�sessors map and lot number, ............. ..... .. , DF THE t0 �S STEM MUS Sewage Permit number .............................. ......®... SEPTIC SYINSTALLED IN COMPL J EAUSTADLE, i House number /..../...... r rasa �................. ...... WITH TITLE 5 ENVIRONMENTAL COD ' pY'a�e� TOWN O F BARN S'I�A"'���'Le4TI0NS BUILDING INSPECTOR APPLICATION FOR PERMIT TO .. •.....l....l:. ...(SST.�..�.................................................................. TYPE OF CONSTRUCTION . ............... 1 .... ..�.�.. � 9 TO THE INSPECTOR OF BUILDINGS:' The undersigned hereby applies for a permit according to the following inf1rm/at'on: Location ...`1....�� � .. �V...... .�� ...............��� 1,� ul../. ................... ProposedUse r�1... h `�l..i.�I)... ................................................................................................................ Zoning District ........................................................................Fire District �.. ..... ................................ .... .... . . ..... Name of Owner?.-�.'.. .... .. ...................Address� �l�C��. .�d` ?' . .... ....o .e....................... j � ,,{{ Name of BuildeE1r ✓.. .. . .. ...... U..............Address .. .1�' ...: ... . ....�,..°....................... Name of Architect /..:�......................................Address .'.? ............................::......... /� Number of Rooms h� ............. Exterior`AD.. ��. ...........................................Roofing .. ' Floors .......... .................Interior I� HeatingO.. ...............................................................Plumbing Z..;.. .. f...l................................................... Fireplace .. = `� .................................................................Approximate Cost : \,V ................................................... Definitive Plan Approved by Planning Board -&—L--LS--------- Area , a �.....s. '.... Diagram of Lot and Building with Dimensions Fee / ��o ► SUBJECT TO APPROVAL OF BOARD OF HEALTH r�As OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of th Town of Barnstable regarding the above construction. Name .,.. . . .: U. .. ..................................... LConstruction Supervisor's Li ens (. .` �—..:........ SE,,-,}} FART, S. E, 1 28342 Two Story NO ................. Permit for .................................... Single Family Dwelling ............................................................................... Location .....................................1 11 Riverview L.ane.......................... • Centerville ............................................................................. Owner .......S. E. Seifart ........................................................... Type of Construction Frame .......................................... .................... ............................................................ Plot ............................ Lot ................................ August 19, 85 Permit4Grbnted ..........19 Date of Inspection ....................................19 Date..Completed ;.t........... 19 Ire, M Cr 0 1 • TOWN OF BARNSTABLE Permit No. ................ BUILDING DEPARTMENT { ""■,: } TOWN OFFICE BUILDING Cash ........... i63P ��V� • HYANNIS,MASS.02601 Bond ........ . CERTIFICATE OF USE AND OCCUPANCY Issued to Address USE GROUP FIRE GRADING OCCUPANCY LOAD 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 AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ............................ 19................. ................................. Building Inspector t yPl( R'�J'il�lP{RS IGI'9, �' l�$'♦t1}:r+, 1Ir:�e� rr,�,I•µ,iCin�r, ,r•1•. ..> . ,.. :. n'rr v r r 4 C ��rp Yr�.yvr�. •Far. .ti rt �'4 F PIN zo DEPT.FILE COPY I WHITE FIELD CO.Y/YELLOW APPLICANT COPY y r BUILDINGo TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT. VALIDATION - A-228-177: Au gust.ust 19 85 2 '� .�834w DATE 19 P -�`!TY Gable Constructionar �ct, APPLICANT ADDRESS' .. (NO.) (STREET) (CONTR'S LICENSE) OF „ PERMIT TO Build dwelling ( 2 ) STORY Single family. dwelling DWELLRING UNITS (TYPE OF:IMPROVEMENT) .,NO. _ (PROPOSED USE) > " 111 Riverview Lane; Centerville ZONING RC DISTRICT AT (LOCATION) .. (NO.) - (STREET). - BETWEEN :. AND (CROSS STREET) (CROSS STREET). - LOT S,UBDIVIS,ION LOT BLOCK SIZE ' BUILDING 'IS TO BE _ FT. WIDE BY - FT. LONG,BY FT. IN HEIGHT AND SHALL CONFORM IN,CONSTRUCTI { %TO TYPE " ' USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) Sewage #85-652 REMARKS. BUND, II AREA OR 2g46 Sq. ft. 90,000 PERMIT. ' 130.25 VOLUME EST I MAT ED.COST $ FEE, (CUBIC/SQUARE FEET) - - S. E. Seifart et OWNER BUILDING 1 p 1 THIS, PERMIT CONVEYSL NO. RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART TH ERE OF. EITHER TEMPORARILY.O ® PERMANENTLY.4 ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AF PROVED BY THE JURISDICTION, STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINE FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITION .0 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.MINIMUM OF THREE • CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON'JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: - CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR 1. E , PLUMBING FOUNDATIONS OR FOOTINGS. MADE. WHERE A. CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS.O 2. PRIOR TO'COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL 3.:FINAL INSPECTION To LATHE � FINAL INSPECTION HAS DEEN MADE.' 3: FINAL INSPECTION BEFORE � - �. 000UPANCY. ,. POST. THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS B 2 : 2 ZVI2. ----- "'3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS { NG N ERING OTHER 2 2 BO D OF HEALTH WORK Sr+ALL'NOT PROCEED ONIfL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS`INDICATED ON THIS CAR; STA E STOR CONSTRUCAS ION THE VARIOUS WORK IS NOT STARTED WITFJIN'SIX MONTHS OF DATE THE STAGES.OF CONSTRUCTION. .OR BE AR NQIIF CAT BY TELE^HONE PERMIT 15 ISSUED AS NOTEQ ABOVE. OR WRITTEN NQ'jIF.ICATION: S19GFRICD C. SQI,[::ART 6 P iq�wooa Court ��ilsaale, N. J. 07642 Tel. 666-0554 July 16, 1985 ^Mr. Joseph D.. 'Daluz. "Building Inspector - Barnstable Town Hall 367 Main St. Hyannis , Ma. 02601 Dear Mr. Daluz.: As per our telephone conversation of today,.: we herewith certify that lot No. 1 on plan book 190t page 143, in Centervilley Ma. -is piivatelp owned by us and .that we own no adjacent lots: , We are enclosing a photocopy of Owner Record and Mailing Address which refers to the same property as lot No. 177, map No;f. 228, in book 1563, on page 203. We purchased the lot in September 19714 We trust that the above information is, sufficient so you can ,iss.ue p: a foundatiori permit to" Gable Construction Co,. .Inc.- on ,our Tbehalf,. Thank you for your help. Very truly yours , Enclosures B �aGSeifar SS:hf S egfried E. Sei-fart cc: Gable Construction. Co. Inc. I • i=c9w�O,K,9�/can 41 lr)ox�e& kA _ e 24 Gv Vi , S/CMG /p ' SIM, a A. 9." 1,w. tom z /®O,too tZ.: �(v.�� ro.v csv f'�• �4 O • l.v i D 6- --. --,�� GT�.r-4-- .oC,.P/&TEo PLOT PLAN GJA3 ON Ti4�e"" �.�ol��/,1I .�f•� �,,n,/ �•GJ,�v't- 0/�✓ v`� OF dlgsfq IN 8 -is � <' � s4.vo �'.�e✓ar9'.� �.r �o FRANK ti ®.= T'•N� �•�7'Ec' WHITING �'7�/TG%� �'i G�.� A SS. c,Q.).-/tv�./. A No. 20869 � E. o 9F0 STR�� 0 .•v.v ��s.� moose s �!G .•rswv l9 CAPE COD SURVEY PROFESSION, LAN SURVEYOR � Cu" N8ULTANTS ' J.261 MAIN SROUTE 6A PRo✓Ec r NO 03 - �� _® BARN Ti STABLE VILLAGE, MA 02630 q (617) 362-81�33 �' nEVlstoNs fly j AD'TG: ALL NEW Slo�,w�,-i'W r, c A'ZNGi:.PAA Z-P t. FF5-A5, 5-rr-'Ts/ 6UTfrES t LsAnE{ts� WIF1noW -Wit, S}torw NIAKct,} 6rr15Tr A,G. FA A4,,..r_-y PC--go Ta - �NTraT'L[ Sc(7{?ENer•a gExnS?N6 iK.4 ,T T.A.�ffMgI E%IST1N(. � SµlNbtfi� -� P-Atse d1iMNE`1 �v F6w.r"oo - a- tJ 31r'f+lSAP 1=UtrHlr•{, - 6-rg-reo d v Ato- vAyoR gA2w Sir_ CE.1'mo FFrt Z# 'Iz" 6l P. 0+0' z ScREeM EO -- - E6,J.TINt RAn( - `�t11 N6'Co HM<tL E[tSTINb ouKf+ TYVEK- " ATa H Gr,E - _ tjew 1-IOF73/`Roots =�3�ay� 4. %a w'erRu'!^+ENt Tyb pL T- ��c1aoR�N6 argR K oN wINDaW 8u?l.aw CtN•FtR _._.____.. -SIo1N5 To(ahTe'tt E7Usjtr+6 -_-" �9°SIFn'MW6 Jex,Nb 2Y8.75T5 TorfLp L r_^tlxtl6 Ro°F - - - rR• H-r ELE\/A?19N n �"' j -24 I `/ Y4'I-o �"sr'b zxea ,T o EwsT•6 sxem,v•".�. - ----- t- a I R i' 3)IgA't 4'12�vl .u•t>FR ...tsR F 6 N E7kri't1N6 1 . ' EXISTING" 3ruo 1 sinus, vo.ov,DE/1-Ma"ATE a T v Lra ?,.t Y R'•ptEM1 CO A`��� --L/NE [� 11-- INAw.- ovE Soup EE/¢rNb TI i"Ct) 4 MiN• - y-t 1E•KtSt(.cull NEy. - . C-Y,ST,N6 I�tTGN6N fast i'I+Nb F•t'-• ('9)Zx12 oR'+Yix9'1Z LvL L`1 M1MU Sp1eF£ --'Qo Mw.Soup PxT 8._NuNb - . \ 'D-`MTDK ,, T BEAM/OEARrN6 a5LOW � :) - L E F T S 1 O E L E V A Tj ea H 5,A a: V4=1�01 �- 1JEw 3y"Td b ploD2,N6 o wN CJ PAIZ-TIAL 5DILOING j5Gc'Tt0r1 EJt%I,G.-A"=tj.o" woJ6Ae„ _ �' ---------------------_--- UMR L6vEL PLAN sua.s: General Notes&Spetificafiorts(as applicable) LMU tt- 5HN6tt-.t to A+ntetL 1.Ali work shag be done in accordance with the Massacbusetts 24.Framo-m my openings where windows or doors me to be removed and w Q . Y{STr+C State Building Coda ii finish to match adjacent sorGces. LEAD FtA511 IN 6 2.All dimensions and conditions shag be verified before starting.. I 25.All notes shag be conar,on to plans,elevations and sections Aum- '44)Tmg- work.Discrepancies shag m be brought to the ate attention of the archit+ 26.Floor and wag fiaifltes shag be as per owners requirements s0 �--LJ 3.Ali footings shag bar on firm mdislmbal sag(min:1.5 too) _ 27.Electrical fixtures shag be as per mover's re:quiremcros ---- ------------ __ maintained 4'-r below finish grade Provide step footings where required 1 2&Plumbing fixtures shag be as per owner's requirements and shag meet } _ 4.All cola=and pier footings shag be cantered under ant-fiaa of structure 1bova State Barfi -Free requi emmts whew indicated. A _ - .--- S.Elevations oftruild'mg shag be subject to change to conform with site conditons. 29.TTe new pbunbing&mm into adstmg supply and drainage systems �-- -'- 6.Aff joists mmda pmvgd partitions shall be doubled(2)2 x10 Fmtels shag beinstafled 30.Built-in cabinetwork shag be aspen owner's regd mints. ova an doors and windows except where noted larger- 31.Provide a®niomm of 4"x 6"sufid bearing for all wood girders - - _--__ fEA�L 7.Ali structural wood shag be main.fiber stress F=-1200 psi and E-1,400,000tt1 � 32.Afl egoipmem ® shag be butalled w pamanufactr Verifications S.An wood trma headers,s and heade around openings in floor,eciting and roofstrs - 33.Ali FNAC units shag meet all State air change and fresh air requirements _ _ O F -- - be doubled.. � I - `� --'---_ - 9.AIl tloorjoisrs mmda bathtubs shag be doubled - . shanbc provided for all headers and girders 9"nta. Ext'n i Nit Fw 5T,N6_.------.----'-�-- at masonry,and 4"min.at wood(except where noted greater) ! - - 21.Do not male dmwmg& - _ Up 9FR- Q9-outs 12.Fm and woke detection systems shag be provided as per coda I - - .- 13.Provide baddraks)where change in grade or Level is in excess of24". 1 14.Site grading shag direct all surface water away from building I F - 15.CosmMe shag be a mm®imt 6f3000 pain 29 days for footings and slabsi 7SMKE �-{Provide porous fig order erg concrete slabs on gender ETECTORS .d l Ll '6 f)16.Ail mastery materials and constriction shag ben accordance with the ro+icro nos ofthe specifications for the design and construction ofload bearing concrete itmsomybythe National Concrete&Masonry Association.17.Inner ofno suit testing or construction observation architect shag ( Cr¢NxNcojR - IYmi assume no liability for existing or developed condiions in respect to I �( "xWL 61RDCR.brld'mgsitq subsurfacewater,rock,utilities,soil,back fig materialused Me �- � I 1&Architectsbagassmneno gab0'ityfromanyclroges - BARNSTABLE BUILDING ? made in deviation from phms and specifications indiceted. i F1 ' 19.All filled areas shag be compacted hear by Inya to not less Ora 95Yo density at optnm m moisture content as determined by ASTM D 1557-70 - 20.Ali work in progress shall be adequately braced and I To GONporM vf� t protector unit the building is mmpletd. I n ^� I 4"�MASS• oJoe y rt R E L E�J h�'1 0 t•1 Se/t F}; Y�L I h 21.Contractor sban conform in all respects to the rules;regulations and I l y' Nate: n-FIRM eF/JMN6 ------ statutes governing construction'safety.Contractor is solely responsble11, _ _ IDw rfprrc- - 11�=5 u 1tJy . for same and shag bold ownaand architect harmless from erg liabilityJ I' RepRv�e%p� .__ p°�• V ' ' M a)iXi� . arising therefrom , . 22.Contractor shag bare shop dmwiogs and materiels approved by the Ex,VT�N 6 sZ a oATEL�MAtt.2w 1 architect ofrecord before proceeding with say fabrication or erection of the vbrk. indicated on the shop drawings. . ... - Nvtr<.r� 23.Ali%of..a disturbed by new construction shag be patched and finished t/ PC o�.% I�T�NI, SX 3 oanws metch:adjaomtsurfaces: �I «4-,Nb .i 1•j'i 446v/ � ryry Joe l�24_o l .. t `7EGo N 0 P- LVCL PI-Atrt S cn �4��Igor Le r aT - w.rma - OF t totters y �. _ t � , � � , �� 1 �� . .�%" �a _ q �. .f i �, i I i ' � { �� �. � � �.gr _ f x�. t `(+ +� `� y i .5 .*�._ _, "F;:. :; Y r J Y __..._ .. 1,.�� r -�- ti � �i . ;( f «6;' ei � e. ',�� {�•� ✓ ., r;} �as � ' �,1 + �k�r �� r. E f ��� �* � �_ ' 4 Y, 4 +ar. :i 1 REVISIONS: - - - - NO. DATE -DESC,. " N SOUTF/ ti0 _ LOCUS LOCUS A 4"Jr ii 4 LOT 71 Q10 { PROFESSIONAL LAND SURVEYOR DATE o IBd105 { I r / �� 1 '/ .i m ;%\`��2.� � I'- ;. �'' /"�` r � t � I �3� o • PLAN OF LAND 111 RIVERVIEW LANE IBH703r $W#4 I i t /' !! �• ��•Jl.. I \U!{D/NG !1 .IN wl PROPOSED BARNSTABLE GREENH6USE /4, MASSACHUSETTS I 02 Yj' 'ail,/`oao„4, (BARNSTABLE COUNTY) ./ 1{ r '7 N EXISTING - ... _ .... XIS COND N LO '•1 IB 101 ' i/PROPOSED!STONE PATIO j j/ - E TfNG ITIO S 7 r: TWO STORY N 17'290± S:F.' TDB co sTRucTEd / . • i !> ;BEN TH XIST.DECK / U - ' ` t WOOD HOUSE �y, .11 1 0 Q� NOVEMBER 10. 2000' A. PREPARED FOR�` ((,� , - �\ �•` �� � �i• ! // � +{l� . SIEGFRIED E_•SEI6ART "t r•`i';!,l;t '� \ � \� \i-�'� /// i r\ ".. Jam/ ! �,j 11.1 RIVERVIEW LANE 1 i CENTERVILLE, MA 02632 - L 100,*ZIE4 so, R / / qR�SnryG T 23.6' _/ BSC • '� ,( U 'RECORD LOCUS INFORMA _ 30.. WHRLNT OWNER: S1ECtEIEU&HELGA SIEFART m (6$,5g•(C \�/ \'\,- �/ ��/ TITLE REFERENCE: DEED'BOOK 1563.PAGE 203 657 Main Street, Unit 6 3 gCCU�TFb � PLAN REFERENCE: PLAN BOOK 190,PAGE 143 a - a ASSESSORS MAP: 228 West Yarmouth, Massachusetts ° - -.a LOT 2 's4.y>, PARCEL: m u 02673 .� (Rf00 508 778 8919c a RD) ZONING DISTRICT: RC '"! It + LEGEND - SETBACKS: FRONT 20' .. i . - SIDE 10' ©200o m.esc cro�P.rn�. }r 7 vw io REAR 10' ` . SCALE: t" = 10' -t IB#100 INLAND BANK - . � }�, MINIMUM LOT SIZE: 4,56 S.F.-` 0 1.25' 2.5 -.5 �. I GROUNDWATER OVERLAY DISTRICT: AP(NOT A ZONE II).. _.0 5. io 20 u. I j u -. 4,_BVWp5 BORDERING VEGETATED WETLANDS i.FLOOD ZONE: "C"AS'INDICATED ON COMMUNITY PANELr PROJ. MGR.: C. FIELD '� NOTE: BORDERING VEGETATED WETLAND LINE DELINEATED BY I _ NUMBER 2`0001 0008 D REVISED JULY 2,.1992 FIELD: D.G. /D.B. 0 m NORMAN W.HAYES,PROFESSIONAL WETLAND SCIENTIST�16 - - 4 + C�,OW.N/DESIGN:GR.NAGIST 4 ' IST IN ACCORDANCE WITH CMR 10.54.AND LAND UNDER WA;R - Jy IN ACCORDANCE WITH 310 CMR 10.56 - - ry.,. - - - •-�= J CHECK: C. FIELD r '0v''`J FILE: 8194-EXC.DWG r �•�" a ti < „t DWF.. NO: 5235-01 w: SHEET 1-t OF 1 4-8194.00 i 3 K i , r , ` 4 _., . .. - . , -�.. _ `�'T5°'$'xbK,.:�E -''+11'`AS'.a4ei>'7F%^Pqu•D .. REVISIONS: TEST P/T DA TA DArF tom' TESr/NG: 3U , t 4 PERC. TEST DA TA : SEPT/C TANK DETAIL : sar- t 000 A� D/ST. BOX DETAIL LEACHING F� ' '/L /T Y DETAIL' NO. DAT A,! TEST BY. MICN}..ISWICZ __ +WC Asf- t)is--Tg6, F, ls > T P. - W/TNESS,ED BY: R • C�t F r 0 R n DATE OF TEST/NG!�u �. 5 TANK TO CONFORM TO TITLE 5 REOU/REMENTS. TO CONFORM TO TITLE 5 REOU/REMENTS � �� �tj ArZ��l_ T ID�;A " fl - I TEST BY' R . h1tCH � tG NO. OFOUTLETS� 4 4. WITNESSED BY R. G 1 F FCC R , . ' T- y �� �, ------- -- .,a , ---- ry.\ it � ��. .b..\ \ � \ .�. REMOVEABL E COVER � /2 MANHOLE BROUGHT TO i rLa err` Wit; '('�' i Ik w' ., 2 PEASTOIIE L24M 9 F/ L /2 . O • .���p .1 I' O-{l.o ,r tI I:� ,� } '•�•; ,.� ... . , '• ' c. .,s 4 FINISH GRADE. a-� � s • J. ,..'. L .. < n L L ��MAX U `-t 3 CLEAR, . :?"'CLEAR ' . . -�...... .. -.—t or. ir- OUTLET PIPES e DEPTH TEST ,- - 6„M/N. j-- "MIN. 6„M/N AS REOUIRED �-- ----- INLET ; I r - RATE' L►• --- - INLET TEE /0'M/N Il�t�`� ��` I D/ST. '- - �• --OUTLET TEE II t BOX r T OUTLET TEE DEPrH 4r1C./. /000- GAL. INLET AND OUTLET 4 O" MIN SEPTIC T '• /000-GAL. _ TEES TO BE CAST LIQUID DEPTH 14'"A LIQUID DEPTH OF 4' :; 2" 6" I S ANK PRECAST OR BLOCK DEPTH OF TEST: IRON, SCHED. 40 24 - „ �' I CONSTRUCTION CONCRE7i, SEEPAGE P/T pp -- P.V.C. OR CAST IN o b o . /0 rl PLACE CONCRETE 29" T' FFi`TtVI~ r� r RATE. _ CONCRETE p_ 34 " " " " B' BOTTOM ON LEVEL STABLE BASE MIN. ---- -- --- — CONSTRUCTION - (WATERY/GHTJ i' INLET TEE PROVIDED WHERE SLOPE • 1 - �_' OF INLET PIPE EXCEEDS 0.08 / OR f r --- TANK TO BE ABLE r0 WITHSTAND 'IN A PUMPED SYSTEM. BOTTOM OF TANK ON LEVEL STABLE BASE H-10 LOADING UNLESS UNDER 20 M/N. __ I G � PAVEMENT OR/N OR/VE.H-20 �"i I�'WASHEO STONE r L OA D 1 NG UNDER PAVEMENT OR I 1 { t i 3•? I DRIVE. fV "� RECOMMENDED MANUFACTURER _ — __ _ ' ' (OR APPROVED EQUAL J RE(OOR APPROVED EQUAL/URER NO TES : /N VER T ELEVA T/ONS: /. THIS PLAN/S FOR THE DESIGN AND CONSTRUCT/ON OF THE SEWAGE PLAN VIEW :W 1 SCALE / c`'o ` �,(��' DISPOSAL FAC/L/T Y ONL Y. J INV. AT BUILDING 2, A L L CONSTRUCT/ON METHODS AND MA TER/AL S SHALL CONFORM TO , �-_ � ; /NV AT SEPTIC TANK(IN) � � ` , MASS. D.E.Q.E. TITLE 5 AND THE SAP,it.•I��"�S�f� BOARD OF ' -- --- - - i�` R � ,� �� • HEALTH REGULATIONS. ��yy _IN V. A T SEPTIC`TANK(CU1T) r � 41 �-�i:;;.;.P 9•' �C7" � { Pd: rt RRj t �.�' t .vtr4 ,�� go '�- /NV. AT D/ST BOXON) 7$A` � ` !-- 2 S -�..5" � � �ter,• ' �' I� LEACHING FACILITY,__ d v BOSTON, MASS. WORCESTER, MASS. HALIFAX, MASS. NORWELL, MASS. . BEDFORD, MASS. LEXINGTON, MASS. HYANNIS, MASS. MANSFIELD, MASS. CRANSTON, R.I. DERRY, N.N. .sue•v c�! .+►f.�,�.�: . r _; 4 O ' ,�, c mac. .�•.��. SCA L E� /"= PROF/L E _._ ----- — - - ---._ ____- - ----- -------- -- -- ---- - - - ;, ._,� �3 c.�.cam''..�7-.•..��+c �+ �� x ,� a1 ✓' "` - s: +✓J. Cc9r2. Con/�. /3 vim. E ^f / k.^L.i""j Ci-)LCULPk'TION B V c s 3 as 11 r i �Cl } SI 0 '�"G iF i ! r I i ? N DATA : d 4 I �� r d �i ,i i �� 1 i � .,.� ,� ' art r � �'� � � � -� � x.�"a,�'`�•�.Y`r.. ;. �:. v ) �� /: R ! ' �I UESIGNFLOW= Est , L I -- 'ft .w,� i I ! . � l , P i i � �� � -•t•- I � _ 'T�'.-"� p�S a�L:,�1 `�4(j' �fa�t, i Mil; .L. .._2, _ _- .... `lit �! �:-4't ,' REQUIRED SEPTIC TANK > f f'Tr-�c., i x^J' � _ .�z'i GAL. ri # 1 . t , / ( SEPTIC TANK PROVIDED = 1 b C3 , GAL. A .l. ��t v I ter _ _ i1'1 0D �7E ' �'I.s� 'f� R ��,�k �fir'I�''�+„� .,�� � 'V REQUIRED SIZE LEA_ CHING FACIL ITY: CONSULTANTS , r • '; t�+ � ` - 3261 (VIAtI�I w � _ ft BARNSTABLE VILLAGE, MA 02630 t • , -. T r4 it � k,,. f Y R J ` I 313 p DIVISION OF - -- _ Q � I r � I i t d:; ;.r � , +-. V r •`" �' t� �� �° ! r SURVEY CONSULTANTS INC. BOSTON ,"R.`; �� . °xt T _:. _ -r �R-- f SIZE OF LEACHING FAC/L/T Y PROVIDED ENGINEERING • I k SURVEYING • PLANNING TYPE OF SYSTEM 4'P I T / C SCALE d/ TITLE: SEC T/ON - t _ u �'! z z .` .z�' rS� '' ; '� I 3�, t _Lt, ...:. ..?1. 's ,s'#» .� G 3 . p �I - - - a '7 SEWAGE DISPOSAL SYSTEM - __ -- -- --- -__ -- -- -- ----- --- --- -- ----- - - ���� DESIGN �� rf . � =.. .� LOCUS PLAN x ' fi '�"r"4:.✓�•s°'i`:.*.•.'J°.t? ...t`: fi`..,'�'�6 43 . i"`t.9r" :s'.,.. ,.r.'�C.Jr+.'r.:..as"a`. "'?r'< I , //*yC'!t. ,,....,•'F.. 4y FOR: f :, ' V � � 4 r �_, ,..,'/� ,,.[,_'��•:_>f,..' rL� ,-���"`. .�. �' CC7..rti.�r'..x'.G��.t.^T C;,'�.� 1 / ., , , SCALE: AS SHOWN -- ---- - - -- -- ----- m.«fi 'e `. �• '"• ,�`eCa ", „�,.�;.R;,i-"�'-r"? ..•..>..e.ri" 'ram ',?' ,.9. G.., t�_ -•-i" /� METERS FEET 0 40 W"S'�,,.a`-ir,'.,:: .•"��.+n:�"✓•: /� ,y,�,� _ r DATE: r,L:.0 M < v y COMP./DESIGN: CHECK: '-;,AW/C 'Fy j I DA TUM' DRAWN: FIELD: FILE NO: DWG. NO: 4::�Z 7 JOB NO: C o4ji ..- i i , r i 4 .. .. .. SHEET: ► O . REVISIONS: NO. DATE DESC. S ptjrN �- A44/A/ sr �N --- IB#1 7 I f } LOCUS of LOCUS _ LOT 71 p► Cn LL � BVW 2 � � 2 z f i �� %,� �` F�, � ..� ?ROFESSIONAL tANG SURVEYOR DATE Q IB 105 C 6• c 55.8 NY rr ` �\. �w�z PLAN O LAND 01, / <62 2,/2' 1S1 a/Zz 11 RIVERVI EW LANE v'�"� EXiSn IB#10 BVW#4 e . 8 15 PROPOSED , F 4 GREENHOUSE A � � EENHOUSE �A / R N� 1 1`1B E a TT MAS SAC �S E S ! 102 / lz Q . . . . ca (BARNSTABLE COUNTY) LOT 1 l ? iB#101 - PROPOSED STONE PATIO y ~. EXISTING c EXISTING CONDITIONS 1 7, 2 ..� 0± S. F /TO BE CONSTRUCTED TWO STORY BENEATH EXIST. DECK / WOOD HOUSE BVW#5 v r.. -. .:... .Z Qt� #111 IB#1oo / w= rt.• c, NOVEMBER 10, 2000 ' ..4.. • 1 � .,�• C . . .. / 23.5 PREPARED FOR: �4Q� o'o SIEGFRIED E. SEIFART 1 1 1 RIVERVIEW LANE CENTERVILLE, MA 02632 4 12 ,+ J AR C3F \ 0 DE 50, 00 00h 0 pPEA '> 23.6' SE r& /� RECORD LOCUS INFORMATION The BSC Group, Inc 30.3/ � CURRENT' OWNER; SIEGFRlED & HELGA SIEFART (CgLCDCq TITLE REFERENCE: DEED BOOK 1563, PAGE 203 D% �' PLAN REFERENCE: PLAN BOOK 190, PAGE 143 �" 65-I Main Street, Unit 6 -�- 2 764 4, ASSESSORS MAP: 228 West Yarmouth, Massachusetts (ReCo PARCEL: 177 02673 E G E N D RD) 508 778 8919 ZONING DISTRICT: RC SETBACKS: FRONT 20' S Q SIDE 10' 2000 The BSC Group, Inc. REAR 10' SCALE: 1" = 10' 0#100 INLAND BANK MINIMUM LOT SIZE: 43,560S.F. 0 1.25 2.5 5 GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE II) 0 5 10 20 FEET BVW#5 BORDERING VEGETATED WETLANDS / FLOOD ZONE: "C" AS INDICATED ON COMMUNITY PANE°_ PROD. MGR.: C. FIELD NOTE: BORDERING VEGETATED WETLAND LINE DELINEATED BY / NUMBER 250001 0008 D REVISED JULY 2, 1992 FIELD: D.G. / D,B. NORMAN W. HAYES, PROFESSIONAL WETLAND SCIENTIST #816 IN ACCORDANCE WITH CMR 10.54, AND LAND UNDER WATER DRAWN: P. HAGIST � CALC./DESIGN: P. HAGlST IN ACCORDANCE WITH 310 CMR 10.56 HEARIN , FEB 13 2001 CHECK: C. FIELD FILE: 8194—EXC.DWG DAi L DWG. N0: 5235-01 SHEET 1 OF- 1 JOB. NO: 4--8194.00 SIEGFRIED E SEIEART tJ f 'RiVeWiCt-O May 18,1984 6 i—ligkwooJ Cou'^'t j-|i!lsJale,N-J.07642 Tel.666-0554 Mr.Joe Daluz Building Inspector Town Hall 367 Main St. Hyannis,MA 02601 Uy Dear Mr.Daluz: We intend to build a single family house on our lot in Centerville. Kindly send us a copy of the building and zoning by-laws and any other documents which are necessary. Thank you for your help. Yours sincerely. '/'^ SS:hs fried E.Seifaft L>