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0301 OLD JAIL LANE
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A/ 111 AM ,r ,° lid r(t rn, +e, `r " G, r� S- 11 .. ;�>] o-w,. +,i. 1 ,v Y , oI a,,. ..,... .,. t.' i .;ll ,:.1'�T,r,{r n,1i t,,. . :.:.:3.... �.. ,.., ..:` , .,, a,6. �wi..•tS+,4a�C:y±i���i��i�dlru9t.4�.�[ s�Yfl�rhere'efahYr3'k+Snl.9i{-.„iv5x�,< ,1.��e�.,...'v,.'...: ..... ..:.� ,,... _ a;. i / /qN ) � 0 tj 00 t .x 17- CERTIFIED PLOT PLAN ,�i� vsr c4G M�- LOCATION . .. . . . .. Lo T- •� Z /-3 SCALE . .�.:'���.... DATE ��/1` .9J�-r PLAN REFERENCE . .. . .o,T''��/ N No. 6100 �F1 26100 1 CERTIFY THAT THEisil �'X!STJNC /�Df!'`!DATjq.t! SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF B�9JZNsBL.� WHEN CONSTRUCTED. DATE /Z/G/y REGISTERED LAND SURVEY j4lz�I 03� �; qb assessor's Office 1st floor Ma f// Permit# ��' � Conservation Office 4th floo J 3 S "�'-S� Date Issued -- Board of Health Ord floor _ Engineering Dept. Ord floor) House Planning Dept. 1st floor/School Admin. Bldg.): X ' � � � a'M 's MWWrABM MAW Definitive Plan Approved b Planning Board =C �.� 1 0A (Applications procesgod 8:30-9:3Q m. & 1:00-2:00 .m. GN/U � TOWN OF BARNSTABL Building Permit Application Proiect Street Address 3d Q TQ 1 l L-5C e p ` Village �r,rel5ta-.We Fire District rAS)Rgle- Owner E at *- :5A rley /�Fd�fz.. ` .' Address 70 ^-'aaf3o Telephone 342-3/yj� Permit Request: llut O& hecj Aome.. ®' 3?.)e go//t /6 X/6 roe., at.e rear �s-A howSe LJo ��.Pa 4- �ec,b l�aYn, s Dn 1►'h� Feytr. r11 dc�sevv►e`�'�'"�3�6ara Len ev1` re"t re cAimwg /r Docmer on feat- 3-4 die p .2 Sag Zoning District Flood Plain Water Protection Lot Size /• /V Y 4e- sr0.3/ �andfathered Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Existing Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement type Historic House Finished Old King's Highway Unfinished 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 Builder Information Name Wi'A&--raC pf/la"c�z- s Q Telephone number Address_70 o�G ��jihv�ew�LN &/nsF41c- License# 1�1Cz 26�� Home Improvement Contractor# Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &,""-Va Ie �4roP�i II ProiectCost To ©o® r/ SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASONS) '. . BPERM T g�� FOR OFFICE USE ON�L.Y 4/19/95 3-7- ± 277.035 ,ADDRESS 301 Old Jail Lane VILLAGE Barnstable Richard & Shirley Pfautz OWNER ' DATE OF INSPECTION: FOUNDATION « FRAME 4 cz . os -- , INSULATION FIREPLACE �� '4`J' `►� �v~��,{ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL GAS: ROUGH FINAL -, FINAL BUILDING: r DATE CLOSED OUT: I = ASSOCIATE PLAN NO. r ,ra TOWN OF BARNSTABLE " CERTIFICATE OF OCCUPANCY PARCEL ID 277 035 GEOBASE ID 32387 ADDRESS 301 OLD JAIL LANE PHONE Barnstable ZIP - LOT 11 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 15519 DESCRIPTION SINGLE FAMILY DWELLING (PMT.#37650) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS- Department of Health, Safety 'ARCHITECTS: and Environmental Services TOTAL FEES: THE BOND $.00 CONSTRUCTION COSTS $.00 753 MI SC_ NOT CODED ELSEWHERE * ■ARNSI'ABI.E. +' MASS. OWNER PFAUTZ RICHARD P & s6g9. A� ADDRESS LANDERS-PFAUTZ SHIRLEY J FD 70 OLD PHINNEYS LN BUILDING DIMS ONr BARNSTABLE MA BY DATE ISSUED 05/30/1996 EXPIRATION DATE t ,_ •. ..���yya.✓ ... ...;.�iXtn"$' 'S"F+gi::dvar..�yx.,�--- �/.Q.•'f� �.� ( UIL �DING PERMIT TOWN OF BARNSTABLE, MASSACHUSETTS 1o7— / 7. O �S— April �7 n' 19 5 PERMIT NO. N 87650 650 J. '. DATE >'i � APPLICANT R jrhnrrl P11 jilt^ ADDRESS tdr 7e S Lane. Barnstable 051368 (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO i icr NUMBER OF 13delfi "TJB�. �' (�) STORY �in�1,n �pgj�er,ra DWELLING UNITS 1 (TYPE Oi IMPROVtME NT) NO. (PROPOSED USE) ZONING AT (LOCATION) 301 101 d ,jai 1 8,lr•iSrnhl DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY-FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: zie"edi'-): •nf, __54 AREA VOLUME '1396 ::q. it. $ 90,000 PERMIT $ 25Z.c'.S ESTIMATED COST FEE (CUBIC/SOUARE FEET) ,�1YYfIER Richard & Shirlev P autz f r T i BUILDING pEPTL - ADDRESS 301 Old .)ail t.ai12, iizrnstnble BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED 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 THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTING. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IN (READ'Y To LATH). FORE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTyON BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET DING,wSPECTION APPROVALS l /PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS G " Y`QMI� 2 Z �Z slY 2j Ll Z 3 L Ly HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT IU 2 BOARD OAHILTH c OTHER SITE PLAN REVIEW APPROVAL S d � WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME N J L L AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN VE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT 1S ISSUED AS NOTED ABOVE. NOTIFICATION. (55 )� yppI14E'° The Town of Barnstable o� 98AR All: E. MASS. o! Department of Health Safety and Environmental Services 0 t639• �0 �FDMP�a Building Division t� 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection [ Y Location �,�� ��,� ��� L Permit Number l t� Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: v Please call: 508-7 0-6227 for reeinspection. Inspected by ✓,` ,, /� Date fit• �� 1 0 1 Ss LOCATION SCALE , /.. . . . .�. . . . DATE . . . . . PLAN REFERENCE AO A- / p tv� J/ e oe oe lb lip 36l CAuE'1 � — �AEG I J � 0 gOF ECdAR? y )WELLS`( a �F No. 26100 0 �EGIStER``� t. LA f SN�ZT .Z S,%S 01 EL. TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS /3,oL •�a 4"CAST IRON 12"MAX. OR SCHEDULE 40 12"MAX. P.V.C. PIPE 4„SCIEDULE 40 P.V.C.(ONLY) ° PITCH I/4"'PER.FT PIPE - MIN. PITCH 1/4 PER.FT. p2ec/asT o aINVERT - CAZC�y INVERT INVERT n , e o'. SEPTIC TANK 73 28 DIST. Z9 n INVERT /So0 BOX e; EL.73•.�r3.. . . .. .. GAL. INVERT/ INVERT ;•' In w w :i; 3/4"TO 11/2' u- WASHED EL... o / w r STONE .38 PROR LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY : DATE q�p�ic!7 V'f4 TIME 4!7. `2/LY. BOARD OF HEALTH TEST HOLE I TEST HOLE 2 L�wgizD �; /L�zz�Y ENGINEER ELEV. . 7(— l79. . . . ELEV. .7.5. . . . . . / T.�aMHS YE-Tc�/L//✓o Woo DLv,gM T- — DESIGN DATA 73,`/o -u Z. 7z.80 NUMBER OF BEDROOMS ¢ . . . . . . TOTAL ESTIMATED FLOW . . 440 • GALLONS/DAY F✓� BOTTOM LEACHING AREA !d� o. . SQ.FT. /PITIC ,D D, FINE S/aND S��vo SIDE LEACHING AREA . . . �,30;�. SQ.FT./ PIT/6- GARBAGE DISPOSAL AREA INCREASE) TOTAL LEACHING AREA �'�� �. SQ.FT PERCOLATION RATE 714" . � MIN/INCH LEACHING AREA PER PERCOLATION RATE 8S .• SQ.FT.IC Pp. 5?. .WATER ENCOUNTERED NUMBER OF LEACHING APPROVED . . . BOARD OF HEALTH DATE . . . . . . . . . . AGENT OR INSPECTOR :a`ty4• `C�'�•'e �EDWSS S 26,100 c� C PETITIONER 2/cam 15,c,9U77Z 1995 09: ah 5083984559 FEE 01 . t i i a� 1S 'N'1ain Street. Orleans, MA 03653 (508) 255-0200 FACSIMILE COVER LErrER TIME: - SATE: TO: COMPANY:. _ �D)R'ss: FAN NUMBER: -- AEP ART�IENT: FAX NUMBER: SPECIAL INSTRCCTIONS/MESSAGE: LJ ,coo , T4 1 Per 14aIt= W y oo`, P1}1ti7et r ;L `'t�t 6;.i %F p:�, c In, ;,�c . -1,i� i,,,,.�r , belkfr FreZ -A If you do not receive all page,. or if voi,: h;:.le R ilrnCta°*? ".vith aeC(-%jv rcr this. transmission, please advise promptly. 07/28/1995 09: 40 5083984559 MCHCSIiENNI9 PAGE 02 ' Mid-Cape Home Centers P.O. Box 99— 15 Main Street Lelim Orleans, MA 02653-0099 (506)25&0200 THE OOfMMtIl6 TRUSS JOIST QUOTE DATE 7 .2� M.C.H.C.- 50 . S MANIFOLD* NAME 5A MMAN _00d .2fi9XA-'f ADDRESS i JOB LOCATION alum Tsgnoner ret I mkivew rt.m art mar nvctmDtu7Prs ikaAT iDtAf SUBJECT TO THE TERMS AND CO"ITIONS OF SALE ON THE REVERSE SIDE. PRODUCT CODE OEDCRIPTION GUT OUAN. IOYK LON.Et. UNIT PRICE EXTENRION I�t •5 ! r 1� u,3 ! i ! E i 8 T TAX 28 ! a c MAI S 9 1, i Price accepted is L 0 effective for 30 duYs. a 7-702/28/1995 09: 40 5088"9,_4559 tylC'HC DENIAPS PAGIE Fla � M y Pr t.)7 Mid-Cape Home Centers 4(d P.O. Box 99 - 15 Main Street Orleans, MA 02653.0099 µ L.o tic i--n:; ! STI=� Qp L�L ICD a '. L-L- = 7, ���►�,�, w,,�,w,. Goa��.�' � � x 3� = � �� 75� 15 'coo 1560 fez �t h = _ q9 Z5 kiP5 - 17 02/28/1995 09:40 508390,4559 MCHCSDENNIS PAGE 03 1 C� F U -- MW-Cape Home Centers 3 46 2. _ 3 t 4 G P.O. Box 99 • 15 Main Street Orleans, MA 02653.0099 �O14�I I.1G, 2 UD f—lAolZ_ 4 b*L L = 1 S x TL = 1 ST = 75� pL = 7, Z5 � f P Lo w Z)t C� l24" 2-ND F L-- Olt P L O A P r"G t -- T'b O—8/1995 09: 40 508++9`;45"_59 i+CHCSEiEtT'1111'� PAGE 05 . 02-28-1995 .5! 111`i" *a Page 1 of 1 1JBEAMC v4.20 sn:214010806 11I1 MID—CAPE HOME CENTEwR$ 15 MAIN Si. PO BOX 99 ORLEANS, NA 02653 USA Phone: 503.398-E071 BEAN A -2ND FLOOR Name: BILL RUBEL Project NaMe: RICK PFAUTI Page Title: Based on ALLOWABLE STRESS DESIGN' ( ASO ) BOCA building code for Tim products available through Distribution ..............................._-.__.....-----------,__.-.._......... .--- ---- -------- ................................. Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification....... Floor LL Defl TL Oefl Member Top Slope(ir,/ft):.. 0.000 Load Duration Factor. ...... 1.00 Span I L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking............... N:A Dead Load(psf).... 10.0 Repetitive Meager Use...., .. N/A Partition Load(psf)..., ,,... 0.0 Reinforced Cverhanos,_..,, N/A Tributary Width( '•')... 15- 0.00 LOAD: Class LDF Begin End Live Load Dead t.oad COmeent 1 Unif(plf) Floor i.00 0'- 0.00' 14'- 6,00' 600 150 Repl 5 .25" x 1.1 .8 7 5" Para1.la.m', E'53 PSt.. 4. ..0E 6.00' ------------------------------------------ S I Z E A N A L Y 5 1 S - A $ D ------------------------.---------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist macMilian(YJM). TA warrants the sizing of its products by this software will be accomplished ii accordance with TIM product design criteria and code accepted design values. The specific product application, input design loads, and stated diiensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The eaxieus unbraced length(s) shown are based on, the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached at:d positioned to achieve stability. Maximum Design Allowable Control Shear(lb) 5579 4817 i 12053 250% LT, end Span I under Floor loading Moment(ft-lb) 20223 20221 ( 29054 148% MID Spin I under Floor loading Live Defl.(in) 0.43� t 0.483 L/399 MID Span l under Floor loading Total 001.040 0,560 01725 L/311 MID Span 1 under Floor lording Span I " Max. Reaction Total(lb) 5579 5579 Live(lb) 4350 4350 Required P g. Length(in) 2.50(Wj 2.50(W) max, Unbraced Length(in) 32 Copyright c<< 1993 by Trus Joist MacMillan, a livited parthership, Boise; Idaho, Parallas'Q) is a registsred tradesark of Trus 3oist. MacMillan. TJBeaeIN is a tradeserk of True Joist MacMillan. r 02/28!1995 09:40 5 D83994F59 ;,gr_'.Hf_:S1DENNI5 PAGE 06 I Page i of 1 TJBEAMC v4.20 sn:214010806 1111 Min"-CAPE HOME CENTERS 15 MAIN ST. PO BOX 99 ORLEANS, MA 026$3 USA Phone' 1408-399-6011 BEAM 8 - MAIN FLOOR Name: BILL RUBEL Project Name: RICK PFAUT2 Page Title: Based on ALLOWABLE STRESS DESIGN ( ASD ) BOCA building code for TJM products available through Distribution Application........ Floor - Res, Deflection Criteria (MR) neiber Use_.............. Beam Load Classification,...... Floor LL Oefl TL Oefl Neaber Top Slepe(inlft)... 0.000 Load Duration factor...,... 1.00 Span 1 Ly360 Ly240 Roof Slops( l/ft).... , ,. 0.000 Live Lood(psf)....... ...... 40.0 Floor Decking............... NIA Dead Load(psf)............. 10,0 Repetitive Member Use....... NIA Partition Load(psf)......... D,0 Reinforced Overhangs........ M!A Tributary Width( '-')... IS- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 00- 0,00- 22'- 9.00' 1200 360 Rep! 2 Conc(lb) Floor 1.00 12'- 9.00' 4350 1088 Add 7" x 16" Par-aI Iam( R > E$ PS,L 2 .0E " 22'- 9.00' " ------------------------------------------ S 1 S E A N A L Y S I S - A 5 0 MEMBER AS INPUT IS INSUFFICIENT TO SUPPORT GIVEN LOAD IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(T3M). Tam warrants the siting of its products by this software will be accosplished in atcordancv with TJM 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 TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces ,n either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Bearing length exceeds 3,5 inches at bearing 1, Al MaxiAum Design Allowable Cont.ol . Shear(lb) 21241 18842 i 24360 129% Al.T end Spar, 1 under 110Ar 1L'aQlilg Moment(ft-lb) 132442 132442 > 81326 66% MID Span 1 under Floor loading Live Defl.(in) 1.419 ) 0.758 L/192 MIU Span 1 under, Floor loading Total Defl.(in) 1.868 ) 1.138 L1146 NO Span 1 ender Floor loading Span I " Max. Reaction Total(lb) 20584 21241 Live(lb) 15562 16088 Required Brg. tangth(in) 6.92(W) 1.14(W) Copyright (0 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. Parallam(R) is a registered trademark of Trus Joist Macmillan. TJBeamrM is a trademark of Tres Joist MacMillan. '0-2/'8/1995 09:40 50839 4559 r,1'.HCSDEHHIS PAGE 0' , aH :.Er,Nx�.,a.:. �► Page 1 of 1 TJBEAMC v4.20 snc214010806 1111 MID—CAPE HOME CENTERS IS MAIN ST, PO BOX 99 ORLEANS, MA 02653 USA Phone: 508.393-6071 BEAN C - MAIN FLOOR AT WING Name: BILL RUBEL Project Name: RICK PFAUTT Page Title: Based on ALLOWABLE STRESS DES10 ( ASO ) BOCA building code for TIM products available through Distribution Application........ Floor - Res. Deflection Criteria (MR) Member Use,, ,,,,,,,,,,,,,,, Beam Load Classification,.,,,.. Floor LL Defl TL Defl Member Top Slope(ir;/ft)_ 0.000 Load Duration Factor__. 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)......._... 40.0 Floor Decking... ......... N/A Dead Load(psf),....... .. ... 10.0 Repetitive Member Use..,.... N/A Partition Load(psf).._. .. 0.0 Reinforced Overhangs.,..,,,, N/A fributary Width('-')... 1 - 0.00 LOAD: Class LDF Begin End Live load Dead Load Content I Unif(plf) floor 1,00 0'- 0.00' 15'12.00' 1050 510 Repi 5 ,.2,5" x 16 R,ar:a11arn( R ) ES PSL 2 OE 16'- 0.00` ---- ------------- ................ S T l E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MaCMilian(TIM). TIM warrants the siting of it.s prndur.tS by this software will be accomplished in accordance with TIM product de€ign oritefia and code accepted design values, The specifi product application, input design loads, au+i stated divensions have been provided by the software user. This output has not been reviewed by a TIM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottoq edges of the member, Lateral bracing needs to be properly attached and Positioned to achieve stability. Bearing length exceeds 3.5 inches at bearing 1, 2 Moximua Design Allowable Control Shear(lui 12690 10 M l 16240 154% L?. end Span t u1ller Floor loading Moeent(ft-lb) 50761 50761 ( 52430 103E MID 'Pan I under Flo,,.,, loading Live Defl.(in) 0.418 ( 0,533 L/402 MIO :pan I under Floor loading Total Defl.(in) 0,72Z ( 0,800 L/266 Pao Span 1 under Floor loading -- Span 1 Max. Reaction Total(lb) 12690 12690 Live(lb) 8400 8400 Required Br9. Length(in) 5.69(W) a.69(W) Max. Unbra.ced Length(in) 32 copyright (c) 1993 by Trus Joist NacMili r, i liaited partnership, Boise, Idaho. Paralian(R) is a registered trademark of Trus lcist Macmillan. 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