Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0477 OLD JAIL LANE
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION , T ; Map 27 7 Parcel .` ' t . . ." .,. Permit# 7/6 /3 lo ° �Q=2 :�, Health Division Zoo -Q..-5 4I ID g Is 3•� � � Date Issued ? l z e Conservation Division 3 _/ .: °? 5 3 514 Application Fee Tax Collector . Permit Fee c Q 6 Treasurer --�-----•-�-•-- UiY; i5E0N SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCn Date Definitive Plan Approved by Planning Board WITH TITLE 5 �1,�� ENVIRONMENTAL CODE AN[ Historic-OKH OY,-i Q Preservation/Hyannis k]t TOWN REGULATIONS Project Street Address 47 7 7 1-,9 T, -I 1- 111/ Village / lLA S71-I3 Lam' Owner JV ftivG y f- /N 7( L- 7i9-,/rai5 Address /7 c Y Y)tM'N's Telephone 7 ?o-9‘ S Permit Request /' Mo i Square feet: 1st floor: existing 14l`f proposed iLt `f 2nd floor:existing proposed /02-Total new Zoning District // fC Flood Plain Groundwater Overlay Project Valuation / Construction Type W0.df9 Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 1E( Two Family ❑ Multi-Family(#units) Age of Existing Structure�� `d //Z. Historic House: ❑Yes I Frog On Old King's Highway: L ❑No Basement Type: ar ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 13 2— _ Number of Baths: Full: existing I c{ new a Half:existing new Number of Bedrooms: existing new • Total Room Count(not including baths):existing 1/ new First Floor Room Count LI Heat Type and Fuel: ❑Gas O'Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing Yr- r New Existing wood/coal stove: 0 Yes ❑No Detached garage:O existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:existing ❑new size Shed:.laexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes Li1I If yes,site plan review# Current Use - - - - Proposed Use . BUILDER INFORMATION Name Art1 I L- S e S Telephone Number 7 2 0- VC J i Address 8 ex 3 6, 3 71I49-/'-"--I .S A1-'f License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE -2� DATE - FOR OFFICIAL USE ONLY PERMIT NO. t DATE ISSUED MAP/PARCEL NO. ADD ESS - ' . VILLAGE - OWN ,R • DATE OF INSPECTION: • . . FOUNDATION 8 flit i 0 X POW AI 4 q,44y FRAME 'b F/� /� Q'/t 7/ �/®y 44.-1 r INSULATION 45/N S of ® /5 '1�/ FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH - FINAL • GAS: ROUGH - ; . _ FINAL FINAL BUILDING 5r ' ' ®r- ? (t riF2 DATE CLOSED OUT ASSOCIATION PLAN NO. r • Town of Barnstable OF1HE roc 4 , ,s' Regulatory Services Thomas F. Geller,Director snaivsrnsi.E. nsass. 9$0 1639. a mp Building Division rEo tu0 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 • Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print • DATE: 7-3 -d^? JOB LOCATION:. 4 7 / d L'0 L L number_ �L� street 7/�i villages, "HOMEOWNER": `/ T e l/ -/` �01'&i U F f name home phone# work phone# • CURRENT MAILING ADDRESS: / /� .P63 city/'. • state zip code • The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and • • requirements. Signature of Homeowner • • Approval of Building Official • Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt • • • RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 43( Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �J l�o square feet x$96/sq.foot= J� � l 7 k x.0031= / a • 3 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 7,',0 C square feet x$64/sq.foot= x.0031= ! • plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY.STRUCTURE>120 sq.ft. • >120sf-500sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) ��O Permit Fee AUG-22-2003 15:07 a..:)✓03 "s BC CALC®2003 DESIGN REPORT- US Friday,August 22. 2003 13:17 • w Double 1 3/4" It 16"VERSA.LAIVIO 3100 SP File Name: 0308158.BCC i FB03 Job Name: 0308158 Santos Construction Description:Beam Over Kitchen I Pam Rm Opening Address: North St. Specifier: Rocky Cariino City,State.Zip:Hyannis, MA Designer. Tim LaChapelle Customer: CMR Construction Company: NATIONAL LUMBER CO. Code reports: 1030 5512,NER 629 Misc: ,.p r I "M.Mrir' 4Th., .. ..L ji.1"1, I. i4�t L Standard Loed db psf L 16 Psf Cri ut ry u2 00 OC � -i i. `i r i` ��'I�r �+�lh'XjsV{�'is�"i�`��i't5 �rt.}i tt�'i� ; F 4�or it.e�� r l ifh :S 1 I , I+�f�NP+r �t�'Tul�i r �' -----•- �m �;r� _te ,4 ,.>.e re;',N l ,y,it.ti,`-.;, �t�°°tkz?.+i1;,.'�.e.sia�-i:�:.', a��n,7 i fc,; ' A l ++ r i ii ` d a il�` 'rly,r) i� i F r.t,, vl_ d 'f ,k,,,i, ,l:.-,,:s .,,,, .�,iCek,L, .ihldr�, w� •.;'s ., a,. . . . II 1.3, 80 6459 lbs LL 81 3857 Ms DL 3243 lus LL 2320 ibe IX Total Horizontal Length-09-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00.00.00 09-07-00 Live 40 psf 02-00-00 100% Member Type: Floor Beam Dead 10 psf 02.00.00 90% Number of Spans: 1 1 Beam over NewConc.Lin.)penLeft 03-00-00 03.00.00 Live 4300 Of 02-00-00 100% Left Cantilever: No Dead 2055 pif 02-00-00 90% Right Cantilever: No 2 Wall and Roof LUnf.Lin. Left 00-00-00 09-07-00 Live 35 Of n/a 115% Dead 180 pit ilia 90% Slope: 0/12 Tributary: 02-00-00 Controls Summary Control Type Value "/a Allowable Duration Load Case Span Location Moment 29094 fi-lbs 77,9% 100% 2 1-Internal Neg.Moment 0 ft-lbs Na 100% Live Load; 40 psf Dead Load: 10 psf End Shear 9754 lbs 90.1% 100% 2 1-Left Load: 0 psf Total Load Dell. U68B(0.165") 51.7% 3 1 Partition Paration: 100 ' Live Load Dell. L/1114(0.103") 43.1% 3 1 Max Deft, 0.165" 16,5% 3 1 Disclosure Notes The completeness and accuracy of Design meets User specified(U360)Total load defection criteria. the Input must be verified by anyone Design meets User specified(L/480)Live load deflection criteria, who would rely on the output as Design meets arbitrary(1'7 Maximum load deflection criteria, evidence of suitability fora Minimum bearing length for 80 is 3-1/2". particular application. The output Minimum bearing length for B1 is 1-7/8", above is based upon building , Entered/Displayed Horizontal Span Length(s)13 Clear Span+1/2 min. end bearing+1/2 intermediate bearing code-accepted design properties and analysis rrtethods. Installation • Connection Diagram of BOIS@ engineered wood Member has no side loads, products must be in accordance Concentrated loads are not considered in side load analysis. with the current Installation Guide and the applicable building codes. Connectors are:16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ • \yN OF 444, (6C0)232-0788 before beginning T „ ---d - c' product installation, : b-3 • c=6" a Iire OTHY L. yG BC CALC®,BC FRAMERS,BUS, d=12" -p - b '���". HAPELLE n` BC RIM f3OAf2DTM,BC OS9 RiM C CtVll cn BOARDTM+,sOISE GLULAM'TM, [ 40 ,i o.SA 'c; VERSA-LAM®,VERSA RiM®, c c :y � �y,, _ VERSA-RiM PLUSa1, ;` � ��,, 1 . VERSA.STRAND"N, �\-14; ', P ,', c VERSA-STUDS,ALLJOIS1 am - - -_ , o �� �.�.+� AJS"'are trademarks of a " + , . Boise Cascade Corporation. —r. . ` H b 0 ?JOS The engineers approval IS for structural ELP members only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain �® what turther factors may be taken into consideration. It Is the Customers responsibility to satisfy themselves that the •information and configuration shown Is correct and satisfactory for the given structure and all parties involved. • rage t of 1 Mansfield.MA (508)33 -8020 LC#13417 ill F�uta ��-2uea l ua r.U4/Ub ee l `' BC CALM 2003 DESIGN REPORT- US Friday,August 22,2003 13;17 Quadruple 1 3/4" X 18"VERSA-LAM®3100 SP File Name: 0508158.BCC:FB02 Job Name: 0308156 Santos Construction Description:Beam Over Existing Kitchen Address: Norm St. • Specifier: Rocky Carlin City,State,Zip;Hyannis, MA Designer: Tim LaChapelle Customer: CMR Construction Company: NATIONAL LUMBER CO. Code reports: ICBO 5512,NER 629 Misc: ♦ i 'III,.iii 1 A # I •Namara Load 35 psf 110 psf Tributary 13-00-001 t ± w. J , . a.IM' I •' I f - I _ • 'Y+ymRJl y 11. r � ,rrr �M{ I ,' t - + t ��t� #K .1! 4 lt t° ' In " S, 01 75 Ir• £'Y�,,Jv. , r.I I el '/',N 1d:.3'khrAtM4 4mJ-4 4,d .if,#l/ SER«Tt:fzt, 'l. .L !;a li, . 1` !; 10, ,Ltt 80 •� 6673 lbs LL 81 346 its DL 6673 lbs Li. 3467 ibs DL Total Horizontal Length-18-08-00 General Data Load Summary version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur, S Standard Load Unf.Area Left 00-00-00 15-06-00 Live 35 psf ;3-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 1 Wall and CeilincUnf.Linaad Left 00-00-00 18-08-00 Live 260 plf n/a 115% Loft Cantilever: No Dead 210 pit rite 90% Right Cantilever: No -,Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Caee Span Location Tributary: 13-00-00 Moment 47323 ft-les 55,1% 115% 3 1-Internal Neg.Moment 0 ft-Ibs Ilia 100% End Shear 8692 lbs 34.9% 115% 3 1-Left Live Load: 35 psf Total Load Deft. U361 (0.621") 99.8% 3 1 Dead Load; 10 f Live Load Oefl_ L/548(0.409} 87.6% 3 1 Partition Load: 0 loaf Deft. 0.621" 62.1% 3 1 Duration: 100 dotes Disclosure Design meets User specified(L1360)Total load deflection criteria. The completeness and accuracy of Design meets User specified(U480)Live load deflection criteria. T the input le et be verifiedn by anyone Design meets arbitrary(1")Maximum load deflection criteria, who wouldm rely the output as Minimum bearing length for BO Is 1.3/4'. who wou lyon fora ` Minimum bearing length for®1 is 1-3/4". evevidence of suitabilityitaon. The output Entered/Displayed Horizontal Span Length(s)=Clear Span.1/2 min.end bearing+ 1/2 intermediate bearing above is based upon building Connection Diagram cads-ace end design prcpertitay Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each aide. and analysis methods. Installation Bolts are assumed to be Grade 5 or hi her. Of BOISE engineered wood 9 products must be in accordance Connectors are;1/2 in.Staggered Through Bolt with the current installation Guide and the applicable building codes. e z 2„ To obtain an Installation Guide or if 112° �? d-• b=2- you have any questions,please call c a 12„ -1—I 7H OF Mqs W0)232-0788 before beginning „ r, product installation. d=24 D p '1c, 7.....�) IMIIIIr�.,.�� QTHY L.1 . 1� CHAPELLE r` 8C CALC�J,®C FRAMERS), BCI®, Y�a��` � .� SC RIM BOARD""' BC OSB RIM ' '# CIVIL -{ ``. Bt7ARD'"" BOISE GLULAM"", C (` �i . ta.31 ,, VERSA-LAME,VERSA-RIMS. l I O VERSA-RIM PLUM', \or:k VERSA-STRAND"'. 4 °'+. ; �► VERSA-STUD®,ALLJOIST®anc O 1 4, a:=ti...,w A.1STM are trademarks of ��^ `V, Boise Cascade Corporation. "" 08022003 The engineer's approval is for structural ELP members only and is based solely on the Information provided National Lumber by the Customer, National Lumber is not responsible for mocking the validity of this information or to ascertain a® eep what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the Information and configuration shown ie correct and satisfactory for the given structure and all parties involved. rag*1-t f t -- M ansfield• 'Al. (5(18) 1y.8020 'LCCC 3418 tll AUG-22-2003 15:009 P.05.l38 ::',` 1 =" BC CALCS 2003 DESIGN REPORT- US Frday,August 22,2003 13.17 Quadruple 1 3/4" $ 16"VERSA-LAMS 3100 SP File Name; 0508158,BCC:FB01 Job Name: 0508158 Santos Construction Description:Beam over Family Room Address: North St. Specifier Rocky Carlin City,State,Zip;Hyannis,MA Designer: Tim LaChapelle Customer OMR Construction Company: NATIONAL LUMBER CO. Code reports: !CBO 5512,NER 620 Olsc: 1 1 ��" i ! I I i r a Stanaara Load 30 pie I psf Tributary 12-00-00 I T� " s I , A7 (ppryry ) r ce,+ - • --L .. ... ,a t L+ n 1t't1AI�,,,y h`>7 1!FJI T Y�*�,1��Y�t r`1% a YI r4��;71 r N�f d t 1':nJ� ym� U I' }I y F !f'y ..7-.,,,,-.., - . t .:1 „' J 1 , l „t� 1! Jµ; a .'r'I 1 r,,4t k, a 11; � 4 �p{ :.tf +. d, :' 10,'h+i5r�?, rm ei rt y }�,� i�"'t. a :; .ar. E 1, t-tt'..14i.t ,,n t I• ,, 'J t i,ss.,I� { ti. ,. 'I� au� c pI• �� ..�.. .61�..��r!�_� ��ru� ��I�,4WD'{,.tti7 �. �:h i)'9lri..0 n1„l! .u., ll.Ia�12xP IYd��1:. I �'.�� � .� aPt�3 i fl�� '.fi .f i , t \ rr�t ii� r. >• . 3�Y•ilxr.NtrL'1-kwl:'�� L'3. + "1 BO 4S001bs LL 81,3-1/2" 2055 ex OL 43001bs LL 2055 los DL Total Horizontal Length-20.00.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf,Area Left 00-00-00 20-00-•00 Live 30 psf 12-00-00 100% Member Type: Floor Beam Dead 12 oaf 12-00-00 90% Number of Spans: 1 1 Add]Roof Load Unf.Lin. Left 00-00-00 20-00-00 Live 70 plf n/a 115% Left Cantilever: No Dead 30 plf n/a 90% Right Cantilever No Slope: Controls Summary Slope: 0/1220-QO Control Type Value %®Allowable Duration Load Case Span Location Moment 28275 ft-lbs 37.8% 100% 2 1-Internal Neg.Moment 0 ft-lbs nia 100% End Shear 4901 lbs 22.6% 100% 2 1-Left Live Load: 30 psf Total Load Defl. U501(0.479") 71.8% 1 Live Load Defl. L/741(0.324") 64.8% 3 1 Dead Load: 12 psf Max Deft. 0.479" 47.9% 3 1 Partition Load; 0 psf Duration: 100 Bearing Supports Disclosure %Allow %Allow The completeness and accuracy of Name Type Dim,(L x 1iY) Value Support Member Material Input must es verified by anyone BC Hanger Load 5"x 7" 6355 lbs S4,7% 21.4% GLTV418.2 bewho would rely on the output as 91 Wail/Plate 3-1/2"x 7" 6355 lbs 61.0% 30.5% Spruce-Pine-Fir evidence of suitability for a Cautions application. The output above is based upon building Hanger GLTV416-2 requires 6 18d face nails,4 16d TF nails,6 led joist nails, code-accepted design properties Header for the hanger GLTV418-2 at BO is a Single 3 1/2"x 18"VERSA-LAM®3080 DF. and analysis methods, Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria, with the current Installation Guide Design meets User specified(U480)Live load deflection criteria, and the applicable building codes. . Design meets arbitrary(1")Maximum load deflection criteria. To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)ar Clear Span+1/2 min.end bearing+112 intermediate bearing you have any questions,please cell . Connector Manufacturer: Simpson Strong-Tie®Company Inc. 4�y Ut M.4S, (800)232-0788 before beginning product installation, BC CALM),BC FRAMER®,Bole, ui Lao HAP � ' '. BC RIM BOARD''' BC OSD RIM Q CIVil, BOARD"" BOISE GLULAMN, o.30 >s VERSA-LAND,VERSA-RIMS. . / _ ,� VERSA-RIM PLUS®, - } , -. .TJ/a� VERSA-STRAND"d `` ,a(. 1 VERSA-STUDS,ALL,IOISTiID anc r AJSn" are trademarks of Boise Cascade Corporation. Q2�3 The engineers approval is for structural ELP members only and is based solely on the information provided National ..... Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the ®� information and configuration shown is correct and satisfactory for the given structure and all parties Involved. ('eg01 of 2 mans ra_d_,_a�a (508)339 t�G2 LCft13419 t11 I. H U-22-24iJi 1'3.1 b/�. '" BC CALC®2003 DESIGN REPORT- US Friday,August 22,2003 13:17 • Quadruple 1 3/4" x 16"VERSA-LAM® 3100 SP File Name: 0508158.BCC:FB01 Job Name: 0308158 Santos Construction Description:Beam over Family Room Address: North St. Specifier: Rocky Carlin City,State,Zip:Hyannis,MA Designer: Tim LaChapelle Customer: CMR Construction Company: NATIONAL LUMBER CO. Code reports: ICHO 5512,a`ER 629 Mlsc:. Connection Diagram Beams 7 inches wide will be assumed to be either top-loaded only,or oqually loaded from each side. Bolts are assumed to be Grade 5 or higher. , Connectors are:1/2 in.Staggered Through Bolt 8=2 �b ..d !, b=2-1i2" c=12" .._. . d=24" a 1 • I r Cr-�- 0 • 08/22/03 The engineer's approval is for structural ELP members only and Is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain 7 what further factors may be taken into consideration. It ie the Customer's responsibility to satisfy thernselves that the information and configuration shown is correct and satisfactory for the given Structure and all parties involved. 'F'Ate-2-of — — _ -1L. .hfar��tcld,6 M 4 f5 )339- (12U LC#13420 tfi rLi—_,....—.2 ..-..) —: 6 . • . r • Registration 4 7806.1233 0308158 SANTOS CONST North St•Hyannis,MA Beam over family Room Prepared by:tll Date:8122/03 BearnChek 2.3 Choice 1 W 8x 35 A36 Wide Flange Steel Lateral Support at: Lc-R5 ft max. Conditions Actual Size is 8 x 8•I/8 in., Min Bearing Length RI=1.0 in. R2=1.0 in. DL Deft 0.20 in Suggested Camber 0.31 In Ditto Seam Span 20.0 ft Reaction I 6390 a Reaction 1 LL 4300+w Beam',Vt per ft 35.0# Reaction 2 6390# Reaction 2 LL 4300# Beam Weight$h 700# Maucitftuta V 6390# Max Moment 319S0'# Mart V(Reduced) N/A j IL Max Deft L/240 TL Actual Defl L/385 LL Max Dell L/360 LL Actual Deft L 1572 Attributes Section(leg) Shear(tot) TL Deft(In) IL t}eil Actual 31.20 - 0A2 2.52 0.62 Critical 16.14 0.44 1.00 0.67 Status OK OK OK OK Ratio 52% 18% 6rk 63% _ Fb(psD (psD F(&si s mil) _, � '' Values Base Value ky 36000 384nn 29.0 Base Adjusted 23760 14400 29,0 Ad/estntcatrs �-- 1'1'Factor,Lc 0.66 0.40 Leads Uniform TL 604 =A Uniform LL: 430 • i^. llnifor(rc Strad A "� �N OF A4,fs {y / --. ------ — b TIMOTHY L. �G ft1=6390 R2 6390 n LaCHAPELLE ,' St?A!1=20 FT ca CIVILe Uniform and partial uniform loads arc lbs per lineal ft. �,� . Beamehek automatically added the beam self weight into the calculations. 08/22f03 The engineer's approve}is for structural ELP members only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for cheotalnO the validity of this information or to ascertain what further factors may be taken into consideration. It to the Customer's responsibility to tatief/themselves toot trio � • ''•i I • information and configuration shown is correct and satisfactory for the given structure and all patties involved. .. , Mansfield.MA jtC)339-SO2O LC4tt13421 tli L AUG-22 2003 1C: 1e F'.oe•'oe Registration# ' 7806.1233 0308158 SAN'OS CONST Korth St-Hyannis,MA Beam over Family Room Prepared by.di Date-8121J03 BeamChek 2.3 us urt at� Lc u 8,5 ft max. ! Choice W 8x"s5 A36 Wide R Lateral S Flange Steel � Conditions Actual Size is 8 x 6-1/8 in.. Min Bearing Length R1=1.0 in. RR2=1.0 in. Dt Dell 0.28 in Suggested Camber 0,42 in Data Beam Span 18.75 ft Reaction 1 9984# Reaction I LL 6469* 1 Beam Wt per ft 35.0# Reaction 2 9984# Reaction 2 LL 6469# Beam Weight 656# Maximum V 9984# 1 Max Moment 46802'# Max V(xeducedl N/A 1 TL Max Dell L/240 TL Actual Deli L 1280 f LL Max Deft L___ L 1360 LL Actual Dell L i 433 J _De — Attributes Section(in3) Shear{mom TL Bell run) LL Deti Actual IT 31.20 2.52 0.80 0.52 �� Critical l 23,64 0.69 0.94 0.63 Status OK OK OK OK Ratio 78% 28% 86% 83% -- l(p$i) Elr.1210 _, si1-111111- „ _Values Base Value Fyy 36000 36000 29.0 i Base Adjusted 23760 14400 29.0 Ad/ustmenta IP Factor,Le 0.66 0.40 ! Loads Uniform TL: 1030 =A Uniform LL: 690 Uniform load A _� `� 'N" OF � P4 - __- t' TIMOTHY L, '3� LaCHAPE.LLE= R1=3984 Hz=9984 cl1dIL c SPAN=18.75 FT ®.34 Uniform and partial uniform loads are lbs per lineal.ft. `. IP hr{ BeamCbek automatically added the beam self weight into the calculations. r 08/2 3 The engineer's approval is for structural ELP members only and is based Solely on the information provides National Lumber by the Customer. National Lumber is not r+esponeibie for checking the validity of this information or to ascertain VD r what further factors may be taken into consideration. It Is the Customer's reaponsiDWty to satisfY themselves that the information and configuration shown is correct and satisfactory for the given structure and ail parties involved- AinnsRela Mel (568)3294030 I --- TOTAL F. j9 03/20/2003 09:28 FAX 7818284823 COLONIAL LAND SURVEYING i PRICE & MYERS Z001/001 Jt 1 :, .1-4),DitrQ-NE-3--..e. inspecclor2, piso--)..., Applicant': SahtoS location, of.rc'perty: Darostablei ouu Jail, alovoe IZis3 r f -N\i, , •2'i.-- ii\ • . • Lot s ,,,, ., ,, g‘T' .. I 560 9o' m a one story M 1 • • shied ? dwalii '9 wry cn S 477 to 1Ot7 c) N x G59• 19r Lou a 1 1 ref 15�n90/321 food,panel': 250DO! noo5c 'Food, emu: + "'°f"As p. _ 7 :� PAUL N. 3 h v CerViL4y't urt 1kus mortgage. impaction was.,preperred 4or i a T Prick ay�- Myers, PC. avid CowtpaSS 2AnK for Savor ?i. API ilRl C H/ 'The dwelling shown. Ewa eon,d oer n o f ifa�1. in a special, 00c� F6 � I h antd with,an effective clia4 of 0 .19-65 and, rthe locat1cr oP ' ` ',0,.;,..,..'-" The dwelling . d o is cor irm.�the Local zoning6y-larus in,e¢Fec-r' at the time oicorotruction with, respect-to hor L orttt t citmenst'ona i Srale: 1" __ setback ircnerts or is exempt form, vtoEatYon-erl)rcerrwrtt-' ��' Date: 3-1 9-03 cecti:on, under Mass. General laws Chapter 4oX-.5ect o7L 1 ?. File No. 03 �io5.@_ • •I PLEASE NOTE The structures as shown on this plot plan are approximate only. An actual survey a necessary for a precise 1 I determination of the building location and encroachments. if any exist. either way across property line. This plan must not he Iused for recording purposes or -for use in preparing deed descriptions and roust not be used for variance or building plan i purposes. This plan must not he used to locate property lines. Verification of building locations, property line dimensions, fences I or lot configuration can only be accomplished by an accurate instrument survey which may reflect different inforclation than what o .` is shown hereon. Please note that this is "NOT A BOUNDARY SURVEY" and is "FOR MORTGAGE PURPOSES ONLY". 44 COLONIAL LAND SURVEYING COMPANY, INC. iI ` 269 Hanover Street - Hanover,Mass. 02339 - Phone: 781-826-7186 • Fax: 781-826-4823 l _ - .1"1 < > 1: oc O 40 / % c 4 Alt CO i ILoT IY8 l i (71 540.90 0\ 9z.'f V I fy M if q) L ,r�7 11 /SvNoATioA 01 2.7/ 1.r 0.:" IZ1'/ N.1 ,� , 1 1 i 1 CERTIFIED PLOT PLAN LOCATION A-/S7 }, `G4':; ,!19045.S SCALE . / - /oo' . DATE PcT. .' /9e/ �,,�� PLAN REFERENCE .�3�'7A'C S,44 w n' r' a - ` Doke 14 AGE . /Zi?.9 6Er771 r- ii. ice, 81C. -34z P6 8-4 . 'LIMO •.„4'atY' £i t CERTIFY THAT THE L-'t'/47 "y /cv�►1,A17ay '` = SHOWN.ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF t A!sr-4-04 " WHEN CONSTRUCTED. DATE GCY ZC / 1 PETITIONER: (A//r d 9 Ale A D./Vats 1• '' REGISTERED LAND SURV• 'OR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' 39 Map r,2 7 7 Parcel ()02 ! INSTAiLe®�U_.��.¢¢, Permit# 367C Health Division Fr- 6 3? ,� ENVIP�O• W T H T'i r g bate Issuedz-t- 99 Conservation Division • �/Z���q TOwp RE,.. CODEIAL:, c, o0 Tax Collector LOTIONS — Treasurer CM I F Oil 9 9 • �;. Dept. 6 il ant ing-Soard- -' Historic-OKH PrPsarvatina/Hyann s Project Street Address 1/7 7 }a:a Village /6Qfr,c.�.. /, Zc3-41A-, r • . Owner,C ,,k /e Jo daa c1,me i Address 2if g% �� Gt.r r!, -4�r-k. Telephone 1/43j6. - 3C.2•- /q L , Permit Request IX l 4/ /f/`Lit Og in c. Ce, K Fa? ii` }pie eOr),51,Q .e.�ec) a d t�) cua • r�TaJe. d 1 Aot se, g��)igte 411FA6/.1'6/o.-Ndb6)si t F- 6-)i,:yies d Q¢_ri a-A 5)0\ /e,5 ,ICE /'f e.e.c,1 P , , No r..)if4;/, oR Ae of Square feet: 1st floor:existing /1 4b proposed //mot 2nd floor:existing proposed Total new Estimated Project Cost .3/ers0 Zoning District Flood Plain Groundwater Overlay Construction Type • Lot Size ,.2, 7/ (3.e-t-L. Grandfathered: 0 Yes I No If yes, attach supporting documentation. Dwelling Type: Single Family il Two Family ❑ Multi-Family(#units) Age of Existing Structure /' yew Historic House: 0 Yes No • On Old King's Highway: ❑Yes Basement Type: ciFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) !/ Number of Baths: Full:existing l new Half:existing / new ' Number of Bedrooms: existing Z.-- new -� Total Room Count(not including baths): existing / new Z First Floor Room Count -5 Heat Type and Fuel: ❑Gas., Oil ❑Electric ❑Other Central Air: ❑Yes 'br‘) Fireplaces: Existing New Existing wood/coal stove: Yes 0 No Detached garage:'❑ xisting ❑new size ' Pool:CIexisting ❑new size Barn:0 existing ❑new size Attached garage: existing 0 new size Shed existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use • BUILDER INFORMATION Name ` 'fi N t1 L 11 0/4 16-6 ele hone, umber 6-°V'' 7 7 °W-C3 Address r: r.A &,Li? h//'f'0/V `� a /7 d76s� License . / A/ /6 Al /€D Home Improvement Contractor# //rnN//S"' c b6/f Worker's Compensation# . ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO U5 ,4'//2 1)a • .,) S To :fit T 9?e-RN b X ArO Y1/C x SIGNATURE t k DATE 3//0 r7 - FOR OFFICIAL USE ONLY ' s ++ PERMIT NO. -5' '' ✓1 DATE ISSUED' , . . _ . - e., . .. ..�* '` /Gf r- MAP/PARCEL NO. „ �= _ . , . , , . . ... . . . . I-. . ' _ ADDRESS - -,i , VILLAGE i- • -4: OWNER 1 _ t - _ r { a. - _ _ �` r t DATE OF INSPECTI } FOUNDATION 4 FRAME, � , i INSULATION F-3 =. i Y r' m . „ ,�. _ _. , . -or . FIREPLAC• E -- - .. '' i--• - - ) ELECTRICAL v-; ROUGH • FINAL - - - j • . , ' ROUGH r PLUMBING: GAS: ROUGH. FINAL • 4 , f •- FINAL BUILDING F - -"- r f•• DATE CLOSED OUT ' - ASSOCIATION PLAN NO. - • - 1 MEW i V V V iia v a a—'mow a AI I. i.N �TMEo Department of Health Safety and Environmental Services Building Division • rep sa LE' ' 367 Main Street,Hyannis MA 02601 TItur 1639. `0� O�EDM6 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: 4/9/r/ JOB LOCATION: 9 7! ( /GY L L/ 41 4')1/S/Q ,(J/e f /'/a- Z12436 number/ } /7 street village "HOMEOWNER": /�/!4 ,Db/G (Jo &c)m nJ -56 �� .?.. qc"y name home phone# CURRENT MAILING ADDRESS: ca-p city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license;provided that the,owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends,to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached-structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit:-(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements.J AL Signature of Homeown Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPT , 8' X 14' Deck Platform 3 Sono tubes 12"diameter, 4' deep, concrete, cantilevered support between short 4 x 4 posts. 8'X 14'h. 5"lag screwed to house. 2 X 6 PT stock tooth hangers. 11)2 X 6 PT 8' boards 3) 2 X 6 PT 14' boards 8'X 14' Y2" Roseburg Hot Preourtd Plywood 8' X 14' 5/8"underlayment Plywood Pre-constructed(used)8'X 14" Gambrel Style Structure to be attached to ranch house. To sit on wood frame sitting on sono tubes(concrete)as described above. Addition has white cedar shingles, 2 skylights in roof, 4 insulated glass panels on 14' front, • one entry door and one other small window. ,J 4 &h i.in; o, A c.a.,y I �__--, ..:2,ye. e y �---- 3 __.-__._ - d _-- _ ..i____ 7 • i)., 1 ) I , 0 f z NJ I jj j I I (------ \,‘,. --- ____ __ ________ -- i ..., _ _ _ ________ '. '�.It � / Lin--L �._ 2,‘ ..J t\\,.....___________/) 1I � � , L________ii / 1 _ .i I i ,a . i • .vim.,, yam: 1 . $ ♦ ' ' .i s i -..i. x 1 '. F-}() 4 '1AC,K5 L 6 T 61 VAT 10 1`-..1 N i - ----';--•"-- 1 j---- --- . •••••••.••••••••••••••••.01.0.0.111* - .., . r-- --- •.',' j--r --1• • 1 -----1 1 _ " 6vigo -rugti, 1,—. III I ,, IT -----[7111111 IN u , c i -• i- --.- ; . • , --- 1 N _, i 1--I .----'r 1 ,_.......... ...._._ -; • • . 7-1.- r 1 .____________ • : " - --LI; ............_..._ 1::,)e._1 -1- 11.--11 H-e:7L.) ,5 4 --i-Y. i-<A,c- L a et 447P11-162i---1 1--„r1— . • $ vkQ H fit. � t 10 r '8 i. �' .�: f 1� �S' NG; $ L.or'd7 N `�ti'� f -,- -, - ,-.! '" ''''' : . . ,., ,,„:__„: :,;, ::. .....::., _ „.....:_., 19 ? 'CERT'1 FIED. : PL{ T` PLAN: SCALE '' tbo r �f '/ ,� PLAN REFERERICE wQ' S C►ww �► ' ' ► a ! ', B.IC 34�L :, 8� ffitle9 � � S Ow ii* THAT THE ,� - H N ON'THIS PLAN IS LOCATEED ON;THE GROUND A AND T A S SHOWN'HERE4N T IT CaNFORI�S"tb THE ; SETBACK REQUIREMENTS OF THE TOWN OF �4.� CST C 4"" : 1IiHEN E�NSTRt1OTEp R REQND SUR , QR ;. l Assessor's map and lot 'number Z77 11, �0TNET• Sewage Permit number Ti- 63 / d�' -n"'S>r t4 : , . . , . . . . BA .JST/.DLE, : House number .... ...7 .... SEPTIC SYSTEM'LJ .F " - INSTALLED IN CO . MA.' .., TOWN OF B A,R N.S T • tJ ITI°I TITLE 5 , ENTAI CODE AND - , TOWN REGULATIONS BUILDING' INSPECTOR APPLICATION FOR PERMIT TO . 4)/4•4.60-1Y' PlXeN /,.el%��`�'" -, TYPE OF CONSTRUCTION /1 s0r✓f Pr C . . d. °Gf ,2C 19( TO THE INSPECTOR OF BUILDINGS: w The undersigned hereby applies for a permit according to the following information: Location :�'.l ` 0/1 V.P/.,L..hnye .0Ar.N..�hh. '/c fA % Proposed Use /YeGv....... :oV/C. Zoning District i-6 Fire District Name of Owner .......WJ , i''rl p/7 Address /Gfr/141;v f t lo• IgirN' Mi°• Name of Builder TAN fll'r 110 Address f ,nr,v, to/'/e, /TA, Name of Architect Address Number of Roorns G Foundation #20.097C.01 CelliChe..te Exierior Wilt Cegf or fA/i✓f (s Roofing 4r,%L [4 14c Floors ct0./.'/?C./ Interior 44 eettacit Heating ..Poi1'eAvAri` ©i l Plumbing ' Fireplace yes A,Pc Approximate Cost e2.G., opo Definitive Plan Approved by Planning Board 19 . Area 4-O9..2. Jf, Diagram of Lot and Building with Dimensions Fee P% ��° SUBJECT TO APPROVAL OF BOARD OF HEALTH aZ44.400t1 (3zwii ) /°OF A00• ?7 I vt t` • Cr% t c4- `o • o e/ IA. .o �A i . p e' yJ 7,V.4. I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... `'/ l��� DIXON, WILLIAM is 23585- ne Story �10 Permit for , A " Single Family Dwelling - Location 477 Old Jail Lane Barnstable ` Owner William Dixon Type of Construction Frame f s 1; .. �� c . . J Plot Lot- f ` .-: I. , X• October 26 , 81 -1 • Permit Granted 19 _ • , . ;Date of Inspection 1,9 3 • , r. - Date Completed / 1—9. 19F'2 R • PERMIT REFUSED _ A, �' r r ' d f f f' 19 A = - • '' ''')7•4 i' 4 - , --. • t:` -s r r f 17.Approved ' -- , ' 19 ' t - f, '•e TOWN OF BARNSTABLE Permit No. _ \(,\V {{ Building InspectorBARMAJIL Cash ' "ua �`� ""Y4, OCCUPANCY PERMIT Bond - --_----- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address /,5.j 04/itiLc-/ /J Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department = , -✓ f 'v _ , .1' de... 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 1 : .,.s. .,.. ,, . . , - .,• . . . ..,.; • . ' • , • ., . . -. .- . . - ., , ., ,' .,-.-,'. ,, 7,,, ..,..-,-.--, ..,..--..-•:,'..°,2;`,:` :.`,1-0:,.,''2..!-',v„.',.''°' ' ° • --1?e z 7°49'r 7 44,4 6' ).1 ,7.- /,,10‘e- e t. 9 7.7 •z., 9C.S" .-0_,-.....-----__ 1.,,,,-z4...---...--------. . r1=-<..; ',"(•• • ,t- 24,. ::; ..1-4 5.,4,.-.__-:", zz ?.er.-7 24- 506.-soil. , ,gri, 91;.5.- "------ .,--.----,-----, ' . "fev. I Allev. - -- Mr-Pi i 5v4/4f.,rxe.c., i co- CeAvarr. 4 .Z.7 1-1,eiy ,:kie Pi Ai e < D / "rs.... /44" ez.8.57 /44 4.-7. .0) p_ 400 I Ze-,7 -41 a .. d - \ i i 7:1,9-7-6 - sePr: z/ /5,8 i I, I I ----- 1 i WITA16- e7, BY: I OP oicv 5 '.Co. ?0 r CI : I-I Roovnr_. 4, C/FF,0,2.1)/ 2.5. i ,_ --- 1 i 80.9-rz..0 0,c- HIPw-g 1 i t/ ,. 1k1' - 1 I I I CI\ 7 Gs 116.' ti- , 4,75.2-e,. le k, /1 !,$: eZ)JA/otrAO 6-, len.r...ey 2.4.s. A/1'v ee t kv 36' / / tbl • i 0/* /gel. rat, ....fl eV.......0. ..„..-1'.,/ CZ, SNoir; =v.,c N -- c0 * ei.sext.warje, r(04, _................;,.1 6 07 7 116' -n46 '1' ; 4 --, 02u14...rzwea, AAANH01,s 4,_ c.o 1_0 3.:.r.e.ii ttc‘p.‘5riz.f":01,17 41:7\491:1,15r1N4i1,11`Afziu1:D:rv,“Pelegl-eig„..1•41L'L.:eAA/Is4.5-11.7:140:‘,41-Sselig71:1:01tee-A:li'''.. ti.,' • 2 .7/ .$9(.,e e--5 , Po" ur' , '. ,•.,0‘ -' "16,1' ° ' i 1 ' - Zork'g , i GAl. _ Z:=/°°' ' - INIMINN,...111m, •••••••• •••••••••••••••=••••••••••• r4..e.v. /00, 0o WiTt-IiN ONE. FocrT oF' 51141sH GR/40E i jer14- 'i' ' 104421(34/110A i M PSIg.VI CM 5 COVV.4Z. TO 4.4" ‘ :. (10/M04) I 20 PIA. COMP. SOX i '':,'; u. Ay i PREVet4T` Piwlef) FgoM 2LEYM. . t • . L. •••r -- PrIte4 ' _ _ivor4. • INIVIL•1iZA111%ba‘ •hie. 1-2- rit.A.1;-i-- - ii ,i I . - CA61 1604.1 , 2. /#11.-.• .1* -11COMXiliP "' - " ' . • 7' r - *644.40 rtal ' 7- 'TOW •-PPJE y - y.A.,,cr. I- me km.........4....ireoi"-.77-- i' , ....,,., let4/4 Tin , 4. • _t _ IAIN • Poor v. .,,o , . T•" 4•411c,i.A. . -,..- -,-d Le.Acek 1WA eo __. I lemi.'''' -.. -•-+ , ST oN 6 _..,,,r.• r li . GAI-1-Ohl himir4. ,, 'wear A L.L. i . . Z.1"4 .. CEAAVT'Pi?AlRe4.11'IT-c1eAiNN-' -1 I ECt•51i4,2- A /plx .e , Zi.v 1t1-e4r1; ,,A%,,r'g.c.,i-° e'•4 4 . - - _ p _ STT var PIP • , ARSPE GRKPR r / i o, _ --- 2c 2//.. UPIV. ms/4, .,.// 11170::nle.:7:17/rit.... - 'I SYSTisil GS-T-A I L 2..-44*— _521e.rmaiiceAng2bLs.L. -,---637-4- jzFea%KaiiCatbiejraligabl .ia -,‘. , 5547-1#1 5VSTEM CON1-12lial'ION ,...-4 .‘ , , - _ I 2 sskiAjiaLommecirtiTTRivtAL, '113c02-fel4E.riTtemAsas I. /:,!:',./jEw.ic.. .. ,i- ',",_;,.. .c,t. NUAAti5V4Z oF Dsoczooiv‘s; _-.--- — izsv I sec, 7-I-17 11-tE 117m1/4 Le s.s 7740-iki 72%.145 II/A/Z OCAga 91: ReiNvili gocit464.,not4s 1 - ‘ Nu„..' __I).„.1,;1/11. / 0 e... 1 44 s j Fl...0 Vi,d .... .......L. ..... v: 1":".:: 5E011 4-1-A14.114 1 VI 1 5-nZ 1 134.11101.4 Ebox rep„...--:-:.-- -iFee, AN t7' L.. AC..1•1 i MC:I PIT 1r0 • BS OF PSI t4F012C643.. GONcizre. • mim- coricarxe 'ii*MINICA-n-iiaooest - L EA ck1 i t.1 CA RAM —re REG?'o. LeACI4, CAPA.0 IV 22o C.RP. PrZ0V05r) 1-eA,c44CAPAciTY '5P-°--':-- ---- 1 0 &TE.V.L.: ' si 2oc.00 951 1410 1.0AC4114e4 _ ShEPLApat4EAslAY Nor To es Locarsv 0" u'4`tf•\ . , OVSFL WOrgiA USIL.643 H- 20 cl / (I'\V.; \*-t• .961 taN L0APIsiCa L•J417 . :4, / • No • - , i. i R• (tz_,,,),,1 \ ;%, . ....... --,- ...o.r. ....... ....... .....=0, A LL PI 1:7549 dra ee WAT542114141- \\t1(:?,: -;;/:1718`4-") -'- L°CAITIC) 11 5/#9.-4i457";115°44-7-1 itissEg'g ' ' „.„‘i .;:,...,10 t Re. ggp:_kic.e. pz. 34Ez .p . . lb E;05 ot.W1 gm etA45 , -5Astrte,. kegs-. oF PEE95 isi6) og: 1th_iz. ...-0-7...E72:2/2_ .._ _ _ ...... ...... , 1 d'reW4 : CAqr 11WIN at FIZE,C401* 7/ 9 s. s_v2724/fe.,/ IFILiit _i_f_z.,...3_ _ _... .L A • ENGINEERING Cs R. DESIGNING - BUILDING •••••••••••••••••• . ...1• ••••••• 41••••• eamma. mil••••• ••••••••• •Mmi••• ...MP FI Ex L:r1-4 Aoef*kr APPRovAL SHORT INC. MASS. ' 385112831 1"*".t. ..."'""''' . ....- -_„1 REQUIREMENTS ,, . t, , a. . . y ,‘"HE ADDITION OF A SMOKE DETECTORS O. ( *.4 L EL ;O.-)OM WILL TRIGGER AN r /r `,A" L OF THE SMOKE DETECTORS �J 4 // • I : 1 aE WHOLE HOUSE. YOU MUST !! H._,\N ACCORDINGLY AND HAVE YOUR BARNSTAFiG-c f►uiLDING DEPT. ELECTRICIAN TAKE OUT THE APPROPRIATE PERMIT AT THE FIRE DEPARTMENT. L/ / l,'7 - ,�r7- "4- - ��•1._ 7_ 4 r 4- _ G -9rrt - S Or�.i-- 9---0" �� 3 ' OE-Ck. o J 2 A , Q i 0 DNT aSIS III" --a t14-T a8/5- oZZ3io� - F-tvN .•o6,s O C2f3fo 0) ,� 4, c a — - ---- 9 � �. p -/ xLol' (::ntV . ...c a B �� a • j , 0 1' rb. ) - re ,, -,.: . . 1; -I) k‘ (A( N .. l r ` \ .—AJ_ w 7 iu. 1 L-u fZ 0 D M q VI _9 . �-5(I.5 T, % d 3 �, D l,,-e I -t GA /?�4v-5 G-1'U 7? - + r o Y- I T c+1 E id qi 1 — - �; _•z1) r �✓ / o y M c G -M l a ' t &- '2s Ilt . - . — - _- -_-- _J\ ___4.,_Y?1.1,0•-pr_g_____171_ ._, ___ _,,, --.6 ,) i B =V N�lt/ AAI GIQO 01)E _ w i 4 N--Ew IS=9"4 - ( g. - ' i �- \' • ' �,- c`A-D D 3/a'` Co C. �I _ o�\ ip - , LA1,-y + 30'x430 , a:-o `� 1,11 -,, / �; �T�q" a ° "��owl P�t� a , I 13t2 �- ,9 0- (1,,) , \!, 1. r ,,� / `.o MAX _v ( / C0�vt 3 f j 1 F 42 - N -6 ad . rut • /o,e,,0 N-Eto , _ 0 aX ,3/o 0 ?�S 3/0 -- lr " •" - a`-D"1 ' ' c �3'O'(a-\0 ^I 7 _�,,7,- ExI bi-. �r O t71f- ToZB/S Q Darr a?8'1. — Q . t Fxr r oZ831 a '� t- • }-rH -w , 2 v r T t i - — A)eu) n)tw NEW" Fw i //PA Exrsr ,F31a e253/0 ZS3/a /\) -/C)oTic- C )G _ 7�R0(' 1'�0�2 y'x E ,�� ® ---Ex►S77 AG ,. a/}-. Do o R. , Fat- • %/„.r a 7asiv e C.TS. 1 i t I ' N-w ax r� 1=LooP DI5T 3 [2'a- [v-_ 7 4 _ 7„ 3•_Cp�'+ 1 -3"-f - I 7 - 7.". -t - �'-v,. ,�9',4 '' S' '' Sty F, /,v G77o ) q_o -a 4 - 8 - o" 1 I3'- 10 -F- a_a--o„ G . .F)1 .57- t�Loo/{, l°I- 4N - 5CAt i(L../'-O" tr- • PAG.e V of 6 i - 11 ,, a'-0" I(v_-!�" mltM•Erz a--o" - n ID'- '1 4,.- 9 " .. - lD.... D''fi, /"�� a"-o'' , �t'-3" L'-o" C.'-o'' a=3" ' oy :/+LA P.r• cote.-''- PEGIC I T ,— a o G ' ag3Jo -.2 a0a A } I I m� 1831 o FIJG 10068 /83J0 ,________ 1 ' I 11 ___Lt.i-..-*- 4,------- ..f_._._.s_._..._._i. cO , °v ��culzi .1z � X 10 -g " _ --a'' I �'' 'e i " I iv 2 Q I,.I�J$IJ 1 I •1) r, 00M De A) o 0 1Atlt_ 20 n , ,A n ?8310- el .�aS3►a 00 `� ,y � � � V 9 4 L e ` yo8A 1 0 t °a 5d i '�© �D cva FwE ]�' RTT7L PVisc. Do 9� i, c E aA,2 S 4 7- "? OR OP $r''1Qi ; g CJ4 A R. � x ' rt aL / i a l; --1- H I I 'Up 120OM S� , i R L'�D WONl. t < 1 56 4' soy t - 1► ' 'fir , , ,� a, -11-- j a 83 a -a. it." ro"A"" " IP ,� O / y i o. U / as310 • 0 r> '° 4. x - a83/o r, ® q II • —. 4 ,, 18-4"f - / , ,-y" 1 3-V" I a-81" 1 _ is=�a"4 f ,, p1 o , . I I4 -OPT, 57 � UP . troll ATDP 1 — ,M 1 'Ply) 1 ( t I 4 f 1,.._,___, � / I - I tf 1 . • --a_$ 310 a s31 d- a s31 a OV 1... 18 t aS a JO -.z -- d 0 0 O G i 1 3 -G's CI -71f - (, -7"1- 7 - "#- 10 3"4 ' 7--7" - - Q- ? 4 ID'- 3" NQ-_0„ ao-_0,, AiktJ Gc v Ftoor.. PL-A1J - 4CAt4-le l- )" PAvS coF6 t _A°T-E= -D is-- A)c,_ Co (- _*L4L€D -V tit 0-ER. ------ ---E-N D_. a- 1�_LTG iJ. cC.1. ..GO __3_07)(30-X,/b 4r ----- —GO_N)C, P_•D . C7y 0,E�is-r F000k2 ALAN) GP rW L _y P.A.l — ,,4Gc ,$•�. 0 ZO ? "D u$T cA P /61'><Fifee/07-: F-735, 6,6; It'--.O"AA/N, .. a-aLOw_ G E - L-T _ _ GOO k., 130�,--r DA-r�. P pro f-, I v Leo A7 . - A_ -P i+A- R-0 o r. -- --- 5 - lS 1 ELT•ov—E -__' ."C..47X, pc. , W �` 1 _ax__lo_L-vvv e I _ - x/a _.1abE OPT, ax1-a , >c t N f I • R I a Gs -coN7_ o_F_-Fi_r N-7- IC j ax_io R D-01S T 9IJDlir10 _5POV rf ,,, la _ I -0„1- - 13 .- I n''+ if F Ot' D�►'170;0 PLAW - 5CA-LE Tyr/��/ -O I ^ 0 A), _-._AX_Ia ArD6 - - V-ez-t7'. E-x4,5- ►oC. L.k.l�Li5 - A-1)D _,', ' + �� d .r Y - •T'.' ,., � QVLR.�'D_ -' �xt s 3 -max/o hi�2.T , 9 i a 1.1'4-'-- ! X8 FA,e/.4 D,,�i 7' - .11I rx....6, -gq 5PAC-in,6 ( VeR,rP &J 3 t--M • fNsP� 4.,,, • X/i I a` Ix.B - -tR. —ii_4 D. ` 6 , 13.3 oN a s-Me S - w y3 - x/0 G/a-T. ' j. • l V �yN7'-14 Svf, P- �"''',.� al( #Ah4/.L r2,f--.3-R.7a-=g-Loo_k.. , .� .a2_ _a x6.__-ta p pry C�''�.�.� III �t+�-r it)-5 iI IN Ace_k . �yy 1 lll. 3- .a�c..8_ ��4D re5 CAI L►N(, -Ioi `i-s -'"\ii asc _ .eel&^DC.. ._7_-y''._STv '2)( G ,5H-0 _64-14,) 2-X/0 RAD&E) . z 11-'0 - 4 M 6 R., , t...7 '- -- --- --DEC .. .. . . s ss, I s r (..o o i2. -D L Ar rJ —� ._ oX.i✓_ _7DP�- arm l�/Lf 1?�, _FDiZ axl of e /a"OC f. /6'G�C . la n M1C ° . LAM. /✓E411 LQyN c -_ ?x . SL 1'l"� /'; • i ->�" r•5 ,E LAM aFrz. yin yP�c5Ogik;1/ o ? 1_x� A. ,. _T� c�/�6 '� l' Ago . - 3/y -r- Sue, 3 Gtuef-N , _ . r.) k _ `1X y /ir_ p0 r5 1 x)t.V"-'�'— ax to, d la 1' . - • ex/,, f - Q4-.+1a- .. II; °Ix/a ' G./a 64 / eil- ! Tr e, WAS' I,,, ax i y L,API- _, ov /a oG r / 4- !lo"OG. -f- O/ -f-/10frOC. a P-T• t•� x k Syr / /�A l/V . , -- ----7F .o/"_T._.CL�4P Vo D �/' rr7;(/�.L !- 4, I2fr / , . c/rAnJ i ,___I �T�t�eC - =►a -�Q 'tit/N. ONL _ J/'�K O_lJ-812 �a.'' GD x . P , P t ,... "1.1 r a e !X._SILX6, G - - --- .t ,o . _-1.2<__y_7_-1VA4 _ t- ax/a__ P AIt r,5-r__ . �- / �au.�r 5 1%t; T?e/.�t._ moo 5 r ax'o5' ,' 377Z- 1) I�LS� � j / OF o/o r. 6ER._ LaxiGy1l0tc, A. # 146 - dJc / y 1,/6,'!0G, - • f caio �, -` . ewer. �1 �, fop s�8 - w/Arwt. E54 -i- "e.ta - VooE. 6.4..f �Do( . Egl�' 9AV) 6 ,(.I 5T' . _ -Nt--AI�6-E� .. /ZO. - G L A- 9 Z. h ' r CO // cc.yy ��� ti'\ l�fi/� 1T LVN7r� Y!/ ADD T('l,( . co4 FT/V Q Go��i. -I _-�$�7.�v.______ ..- _____- __-_._..- _--__.__ __-_-_._-- .-._--.--._ _..-_____ Gv IG x 8 GOAT 6i;?( _au r Li) co Nc.. 'IT IIoZA'� T WK,� � � ' `T' / /Lj6, -�-�'7�' �lj 1 -UP,ARoi DVS • &'sr 3 -ax /o Ci ter --/3-- `3clo$_a00a _i�a_5 0E--- ' Y M.lA . LDI.J T _ a DRO-P _-roR on-. LAIC yt .-.C- T $_ IQ,q,p� I / ..p . _ rioiti 6 o&g-- _ - _ IUCat0 k. 130 t-T {_ DAMP P2o OF _ / r ---r- i 1 __ -- - o-U_ 1 L_ _g?y - — — --- -- ---- /8 a/a FeANI AC ,_� N 5 �o _ �c,4 LE Yil"_� j-p" -1-. ___-_-fw6_Go_68_ __ ___ - Ic- ----Rolla -07 - -- - - - - . l.„ --ot-o_310. - -- - Ai . PA GE or