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0370 GREEN DUNES DRIVE
r. M d �. .; s e. �. r�.. _:� -. �'- `�`� j,� � i i �. .. .. c .;. arty � - '' �.. -. ; F. - y i u __ . � .... � � V��. .. a a 1 . �- � � .. C � .. V r� n '. 3 1 .... �. .� .. a � .. r �.. ' � :, _.. �: �� - - .. � �: I ..� .� e. � ,. y,. _ 1 ,+ T�. M. ..; f. A ` �. ., w .. .. _ a -, ., �, - .4�.. s:.s. ��. _ e. a. .. t � .. �� ,. .. ... _ ., �. n .. �, r { r� ,' .. �. _ a -. ... L .. .. .i .. .. c r �- �. ^" n .r >,: -. .. s• - ,. ,, - ���. _ < y - .. .: _ �: .. _ .. .. .. .� �. .. '. H L N � ` r .. � i .0 r. + :. < ��. � ��: rt,a :., _ 'rr' f '�` of y .. -'4. � � � �� .. - fi _...T :A_. � s .. ,. _ .. s:. ,� ... � ..-: ..� _ A� .. �- „' � u +. ..,: ., r ., r a^ a � s_ n, `w 4 t w r � 5 � �, • l ee u � • a t ��:. .. �.�'• . . a4 r'� �. ... �l q O-A : 0 " r , r i+ i. r BOISE' Single 14" BC 90s-2.0 SP Joist\Level_MR3 BC CALC®2.0 Design,Report= US 1 span No cantilevers 1 0/12 slope Wednesday, October29, 2008 12:01 Build 276 16"OCS Repetitive I Glued&'nailed construction. File Name: SWP374 MAZPAUL GRIFFIN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level 2\DR3 Address: Specifier: hh City; State,Zip: , MA Designer: p W Customer: Shepley Wood Products Company: Warren Trask V Code reports: ESR-1336 Misc: 7 . s - 4 5 3 • 2 1 . 23-09-12 . BO,2-1/4" B1,2-1/4" LL 476 Ibs LL 476 Ibs DL 636 Ibs DL 636 Ibs SL 420 Ibs SL 420 Ibs Total Horizontal Product Length=23-09-12 Load Summary/ Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf,Area (psf) Left 00-00-00 23-09-12 30 10 16" 2 Conc. Lin. (plf) Left 03-00-00 03-00-00 0 80 16" 3 Conc. Lin. (plf) Left 03-00-00 03-00-00 0 120 16" 4 Conc. Lin. (plf) Left 03-00-00 03-00-00 158 315 16' 5 Conc. Lin. (plf) Right 03-00-00 03-00-00 .0 80 16" 6 Conc. Lin. (plf) Right 03-00-00 03-00-00 0 120 16" 7 Conc.Lin. (plf) Right 03-00-00 03-00-00 158 315 16 Controls Summary Value %Allowable Duration Case Span DISCIOSUre - Pos. Moment 6,297 ft-Ibs 48.1% 115% 2 1 - Internal Completeness and;'accuracy.of input must End Reaction 1-522 Ibs 83.1% 115% 2 1 Left be verified by anyone who would rely on Total Load Defl. U410 (0.69") 58.5% 2 1 output as evidence of suitability for Live Load Defl. U657 (0.431") 73.1% 2 1 particular application.-Output here based O.ti9 on building code;accepted design Max Defl. 0.69" 69.0% 2 1 Span/Depth 1 properties and analysis methods. P P n t ,Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/4"x 3-1/2" 1,532 Ibs n/a n/a Unspecified ( ask questions,please call B1 Wall/Plate 2-1/4"x 3-1/2" 1,532 Ibs n/a n/a Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJS-, Notes ALLJOISTO, BC RIM BOARDTM, BCIO BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@ VERSA-LAM@,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS@ VERSA-RIM@, . Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDO are Composite El value based on 23/32"thick sheathing glued"and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 Single 11-7/8".:BCI® 90s-2.0 SP J.0istlLeve1_2\DR5 BC,CALC®2.0 Design,Report US 2 spans I Left cantileverwJ 0/12 slope Wednesday,-October-29;2008 12:01 Build'276 16"OCS J Repetitive l Gluetl&nailed construction ;p File Name:. SWP374 MAZPAUL GRIFFIN°BCC e - ' Job Name: SWP374 MAZPAUL GRIFFIN y Descri tiom Level a P. . Address: Specifier. ti City,State,Zip: , MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1336 IV'isc .# LL 5 y t g 4 2 3 -03-09-02 18-00-10, r B1, 3-1/2" B2,:1-3/4 ILL 1,234Ibs _ - LL921 lbs DL748 Ibs DL 490 Ibs,: SL 532 Ibs, SL 348 Ibs Total of Horizontal Design'Spans=21-09712 Load Summary- 7 Live" - Dead " Snow -Wind ;Roof Live_ Tag Description- Load Type Ref. Start. r End , 100% 90"/° 115% : 133%" . .,125% OCS 1' Standard Load Unf..Area(psf) Left 00=00-00 21-09=12 4010" 16 2 Conc,.Lin.. (Po ��". -:Left . 00-00-00. 00-00j00' " 0 ,�';80 _ Y` . : � ' 16,. • " 3 Conc..Lin'(plf),i Right 00-00-00 00-00-00 ,- 0 -" 80 1.6" 4 Cone. Lin. (plf).' Left 00-00-00 00 00=00'_ 330 110 '16" 5 Conc:Lin I Left 00.=00-00 00-00=00" 165 330 16" (P fl 6 Conc. Lin, (plf) : Right "00-00-00 .00-00-00 330 110 '16" ' 7 < . Conc.-:Lin. (plf)- "Right 00-00-00 00-00-00: 165 330 t• >16" Controls Summary. Value r %Allowable Duration - Case. Span'' - Disclosure Pos. Moment 1,859 ft-lbs 19.5% .� 100% 16 2 Internal,: . Completeness'and.accuracy of input must Neg. Moment -5,560 ftdbs 50.6% '115% 13 1 ' Right "; : _be verified by anyone who would rely on• End Reaction `493 Ibs > '' '- 34.6%: 1:00% : 16 2-Right output as evidence'of.suitability;for Int. Reaction _ 2,494'Ibs, . 1115% 2 1 -Right .Particular application:OutpuE here based Cont. Shear ;--1;594'lbs 63'.7%" 115% 13 1 - Ri ht. on building code-accepted design g properties and analysis methods Total Load Defl.• 2xL/232(0.388') 77'.4° -. 13 . 1 -`Cantilever 'Installation of BOISE engineered wo_.od ' Live Load Defl.-- 2xU328(0:276") 73.3%` 13 °:1 =Cantilever' products must be.in accordance with' Total Neg.DO_— 0:223"'°,` 44.66/6 .' 1-3 2 w: : current Installation"Guide and applicable., - Max'Defl. �•O'388 38.8% 1`3 1`-Cantilever' building codes:,To obtain'Installation Guide b' Span Depth 18.2 n/a :; 4 2 or.ask que-stions .please call }_. (800)232.0788,before,installation . Cautions _ BC CALC®,BC FRAMER®;AJSTM,Design assumes Top and Bottom flanges to be restrained at cantilever. ALLJOIST® BCTRIM BOARDT""„BG1O, Blocking and/or squash blocks required to transfer concentrated load'over.bearing B2 to " BOISE GLULAM SIMPLE FRAMING support below.' "SYSTEM® VERSA-LAM®,VERSA-RIM PP " PLUSH,VERSA-RIM® " Blocking and/or squash blocks"required to transfer concentrated load.bver bearing 62'to VERSA STRAND®,.VERSA-STUDS are r support below. k' - trademarksiof Boise Wood Products, Blocking and/or squash blocks.required to transfer concentrated load over k'to L.L.C. ` support-below. Web stiffeners are always requi red;under concentrated loads that exceed 1,000 Ibs:. Install the web stiffeners snug to the top.of the flange: Follow the nailing schedule for intermediate bearings.. ' Notes . Design:meets:Code rriinimum (2xU180)Total load deflection criteria for cantilever pans due to roof.loads. Design meets Code minimum(LU240)-Total load deflection criteria for non-cantilever spans. Design meets.Code minimum.(2xL/240)'Live,load'deflection criteria for cantileverspans due " to roof loads. Design meets Code minimur�0360)'.Live load deflection criteria for non=cantileverspans. Design meets arbitrary(1").Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s).=Clear-Span+ 1/2;min. end,bearing+ -:1/2 intermediate bearing Composite El value-based on 23/32"thick sheathing glued and nailed to joist. - Page 1 of 1 uoisw Do°uble 1-3/4 x'1.1-7/8" VERSA-LAM®,2.0 31OO.SP Floor Beam\LeveI 21DR6 BC CALC®`2.0 Design.Report- US 1 span No cantilevers 0/12 slope Wednesday, October 29, 2008 12:01 Build 276 File.Name: SWP374 MAZPAUL GRIFFIN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level 2\DR6 Address: Specifier: City, State,Zip: , MA,., Designer: Customer: Shepley Wood Products Company: *Warren Trask Code reports: ESR-1040 _ misc. & F 07-10 04 BO "B1 LL 348 Ibs �" LL 1,654 Ibs DL 1,179Ibs DL 1,949ibs SL 941 Ibs SL 1,017..Ibs Total of Horizontal Design Spans=0.7-10-04 Load Summary Live Dead ' Snow Wind '' Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.' 1 Unf:Area(psf) Left 00-00-00 05-07-12 0 10 07-09-00 2 Unf.Area(psf) Left 00-00-00 05-07-12 15'; 30 07-09-00 3 Unf. Lin.(plf). Left 05-07-12 07-10-04 691 .367' - 261 - n/a 4 Reaction from Level_2\DR8 ... Conc..Pt. (Ibs) Left 05-07-12 05-07-12 476 1;,132 69 n/a Controls Summary value %Allowable Duration Case Span DISCIOSure Pos. Moment 6,957 ft-Ibs 28.4% 115°% 2 1 -Internal Completeness and accuracy of input must End Shear 3,206 lbs 35.3% 115% 2 1 -Right be verified by anyone who would rely on ' Total Load Defl. L/1,251 (0:075") 19.2% 2 1 output as evidence of suitability for, > Live Load Defl.. 1/2,404(0.039") 15.0% 2 1 particular application.Output here based on building code=accepted design Max Defl. .075" 7.5% 2 1 - Span/Depth,, 0. 1 properties,and analysis methods. P p n Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection,criteria. or ask questions:please call Design meets Code minimum(L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER@,AJSTm Minimum bearing length for B1 is 1-3/4". ALLJOISTO,.BCTRIM BOARD??", BCI0, Entered/Displayed Horizontal Span Len th s Clear S an',+ 1/2 min. end bearing + BOISE GLULAM SIMPLE FRAMING p g O p g SYSTEMO,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD@are Connection Diagram trademarks of'Boise Wood Products, a a minimum 2" c 7-7/8" b minimum= 3" d= 12" Connection design assumes point load is `top-loaded'. For connection design.of`side-loaded' point loads, please consult a technical representative or professional of Record: Member has no side loads. Concentrated loads are not considered in side load analysis. - Connectors are: 16d:Common Nails Page 1 of 1 noiSE- Double 1-3/4" x 11-7/8 VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_21DR7 BC.CALCO 2.0 Design Report'-US 1 span I No cantilevers 0/12 slope Wednesday, October 29, 2008 12:01 Build 276 File Name: SWP374MAZPAUL GRIFFIN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level 2\DR7 Address: Specifier: City, State,Zip: , MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: '.04-10-00 BO B1 DL 497 Ibs DL 497 Ibs SL 562 Ibs SL 562 Ibs Total of Horizontal Design Spans=04-10-00 Load Surf mart' Live Dead Snow Wind- Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.'Area (psf) Left 00-00-00 04-10-00 15 30 07-09-00 2 Unf.Area(psf) Left 00-00-00 04-10-00 0 10 07-09-00 Controls Summary, Value %Allowable . Duration Case, Span Disclosure Pos. Moment 1,279 ft-Ibs 5.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -598 Ibs 6.6% 115% 2 1 Right be verified by anyone who would rely on Total Load Defl. U10,536(0.006") 2.3% 2 1 output as evidence of suitability for Live Load Defl. U19,845(0.003") 1.8% 2 1 particular application.Output here based' Max Defl. 0.006" 0.6% 2 1 on building code-accepted design Span/Depth 4.9 n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide, Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(L/360).Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMER®,AJS- Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BC RIM BOARD TM BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE 0 SIMPLE FRAMING 1/2 intermediate bearing' - SYSTEMM®,,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND®,,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP floor BeamlLevel 2\DR8 BC CALC®2.0 Design Report` US 2 spans Left cantilever l 0/12 slope Wednesday, October 29, 2008 12:01 Build 276 File Name: SWP374 MAZPAUL GRIFFIN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level 2\DR8`. Address; Specifier: - City, State,Zip: , MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc:' 4 3 T 4 rt i " - �i�� r u i 03-10-04 17-10-04 B1 B2 LL 704 Ibs LL 476 Ibs DL 2,402 Ibs DL 1,132 Ibs' SL 1,141 Ibs SL 69 Ibs Total of Horizontal Design-Spans=21-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 ., Standard Load Unf.Area,(psf) Left 00-00-00 21-08-08 40 10 01-04-00 2 Unf. Lin.'(plo Left 00-00-00 21-08--08 0 100 n/a 3 Unf.Area.(psf) Left 00-00-00 06-07-12 15 30 03=03-00 4 Reaction from Level_2\DR7 ... Conc. Pt.(Ibs) Left 06-07-12 06-07=12 496 562 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,250 ft-Ibs 34.1% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment 2,411 ft-Ibs 10.0% 115% 17 1 -Right be verified by.anyone who would rely on End Shear 11421 Ibs 18.0% 100% 16 2-Right output as evidence of suitability for Cont. Shear 2,628 lbs 28.9% 115% 2 2 Left particular application.Output here based Total Load Defl. U459 0.467" 52.3% 15 2 on building code;-accepted.design properties and analysis methods, Live Load Defl. L11,290(0.166") 27.9% 15 2 Installation of BOISE engineered wood _ Total Neg. Defl. -0.304" 60.7% A5 1 -.,Cantilever. products must be in accordance with Max Defl. 0.467" 46.7% 15 2 ..current Installation Guide and applicable. Span/Depth 18.0 n/a 2 building codes.To obtain Installation Guide .,or ask questions,please:call -<(800)232-0788 before installation., Notes Design meets Code minimum (U240)Total load deflection criteria. BC CALCO, BC FRAMER®,.AJSTm Design meets Code minimum (U360): on crLive load deflection criteria. ALLJOISTO, BC RIM BOARD TM', BCI@) n meets arbitrary , Design 1" Maxi load deflectiiteria. BOISE GLULAMTm1 SIMPLE FRAMING g, ry ( ) mum SYSTEMS,VERSA-LAM@),VERSA-RIM Minimum bearing length for 61 is 3". PLUSO,VERSA-RIM@), Minimum bearing length for B2 is 1-1/2"'. VERSA-STRAND@),VERSA-STUD@)are Entered/Displayed Horizontal Span Length(s)= Clear Span+-1/2 min.end bearing+ trademarks of Boise wood Products, 1/2 intermediate bearing L,L:C Connection Diagram a minimum=2" c=7-7/8" b minimum= 3" d= 12" Connection design assumes point load.is'top-loaded'. For connection,design of'side-loaded' point loads, please consult a technical representative or professional of Record: Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BOiSE- Double 1-3/4" x`11-7/8" VERSA-LAMO.2.0.3100 SP Floor Beam\Level_21DR1 BC CALCO 2.0 Design Report'-US 2 spans' No cantilevers 1 0/12 slope : Wednesday, October 29, 2008 12:01 Build 276 File Name: SWP374 MAZPAUL GRIFFtN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level, 2\DR1 Address: Specifier: - City, State,Zip: , MA Designer:.. A Customer: Shepley Wood Products Company: Warren Trask + Code reports: ESR-1040 Misc: Z",UZ j I ✓yam ry , r�i �r / - ' y �"' - E-1 i �•" s i 12-07-12 Al2-07-12 BO 131 B2 DL 980 Ibs DL 3,267.Ibs DL 980 Ibs SL 2,158 Ibs SL 7,192'Ibs SL2,158 Ibs Total of Horizontal Design Spans=25-03-08' Load Summary Live" Dead Snow Wind. Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% . 133% 125%. Trib. 1 Standard Load Unf.Area'(psf) Left_ 00-00-00 25-0-08 15 35 13-00-00 Controls Summary Value %Allowable Duration Case . Span Disclosure Pos. Moment 7,440 ft-Ibs_ 30.4% 115% 3, 2-Internal Completeness and accuracy,of input must Neg. Moment -13,227 ft-Ibs 54.1% 115% 3- 1 -Right be verified by anyone who would rely on ,.End Shear 2,435 Ibs 26.8% 1-15% 3 . 1.-Left output as.evidence of suitability for Cont. Shear 4,479 Ibs 49.3% 115% 3 1 -Right particular.application.Output here based Total Load Defl. U936(0.162") 25.6% 3 2 on building code-accepted design properties and analysis methods. Live Load Defl. U1,361 (0.111") 26.4% 3 2 Installation of BOISE engineered wood Max Defl. 0:162" 16.2% 3 2 products must be in accordance with ' Span/Depth 12.8 n/a 1 current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions, please call (800)232-0788 before installation. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. BC CALCO, BC FRAMERS,AJSTM Design meets arbitrary(1") Maximum load.deflection criteria. ALLJOISTO, BC RIM BOARD TM BCIO, Minimum bearinglength for BO is 1-1/2 BOISE GLULAMTM SIMPLE FRAMING g SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 4". PLUS�,VERSA-RIMO,, Minimum bearing length for B2 is 1-1/2". VERSA-STRANDO,VERSA-STUD@ are Entered/Displayed Horizontal Span_Length(s)=Clear Span+ 1/2 min. end bearing+ trademarks of Boise Wood Products, 1/2 intermediate bearing L.L.C. Connection Diagram a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 - oiSETM Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2\DR2 BC'CALCO 2.0 Design Report- US 1 span I No cantilevers 1.0/12 slope Wednesday, October 29, 2008 12:01 Build 276 File Name: SWP374 MAZPAUL GRIFFIN.BCC Job Name: SWP374 MAZPAUL GRIFFIN Description: Level_2\DR2 `Address: Specifier: City;"State,Zip: , MA Designer: Customer:. Shepley Wood Products Company: Warren Trask Code `reports: ESR-1040 :Misc: LILL 1 .09-03-08 B0 B1 LL 836 Ibs LL 836 lbs. DL 1,159 Ibs DL 1,159 Ibs SL 1,673 Ibs SL 1,673 Ibs Total of.Horizontal Design Spans=,09-03-08 Load Summary. Live Dead Snow Wind' Roof Live' Tag Description Load Type Ref. Startr End ' 100% 90%,... 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00700 09-03-08 30 10. 06-00-00 2 Unf.Area:(psf) Left 00-00=00 '09-03-08 15 30 12-00-00 , Controls Summary Value %Allowablei Duration Case ;Span 2_ Disclosure- Pos. Moment 8,519-ft-Ibs 53.1% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2,985 Ibs 41.1% 115% 2 1 -Left ' be verified by anyone who would rely on ,Total Load Defl. U421•(0.265") 57.0% 2 1 output as evidence of suitability for Live Load Defl. U616(0.181") 58.5% .•2 1 particular application.Output here based Max Defl. 0.265" 26.5% 2 1 on building code-accepted,.design Span/Depth 11.7 n/a properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance.with Notes current Installation Guide and applicable building codes.To obtain Installation Guide, Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please calf Design meets Code minimum (U360):Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria: Minimum bearing length for BO is 1-1/2". BC CALCO, BC FRAMERS,AJST. Minimum bearing length for B1 is 1-1/2". ALLJOISTO, BC RIM BOARD?"' BCI®; Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISEM@,,VE S SIMPLE FRAMING 1/2 intermediate bearingSYSTEM®;VERSA-LAMS,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDS,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, L.L.C. a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Sh�OKE DETECTORS REVIEWED A d TA EtluILDIPT. DATE - FIRE:DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - • �F— V T3 PLPW:COT--1139 I ' t ' f 4 IL t Eli 'tea 'f 4 _ ur) ix I--� � I ,► I HAD I -LEBI. ij . ie I 1. 1 I • I) I — - I I I I t—.77 1+ I II r r 1 1 I r1 I I � I i 1 y S z. � lL pp�� ti ' 4 A Pi d1 V lu EL j� d " ." � r' � "Ten'�9. �.!�y� •. b r, y e + i soI rE g t - 4 � �j IVA u _ 45, w y sail all H cc �o r. F I, LL 0 ywd.' I ; f k �. t J— gc�rne a,tas 61 CK Na WC Ala_ .. /--.-a J' - I ti _ap u � I di I ut aWK----_� L=-tT43S ns _ 7-77 3u S a _ Ellin �j e IVIId ,3 F - , t�8 9I I ai a 111 gp O • rl 0 ✓]EM1.rot r Mt1 cn a m 1'?WRD I49 CGDw¢KHn - . r) ryptT _ ' kMRMASI¢v. � • . �MP•nJLULM�-J g� �;-b TOP OF Fo�P1O0A.��aADVY+1V.jJa - �k14 ..- .:•..IIY'ibl Sea A;f 9 •. MIT -Moa Eou Nit"CPAb¢ °k TDP>LGooa _ I : p� .. Silly.uD`wu..Tk( . AO bMfY�6a.e:TSr1lS � µ ryP � I -- R[PyB.p ('1sA73e tA1+•1. • : I ��tA fis,ac..hvyr.'.Iw TYp ,..TYP �YiJrsD Sw�T / � :WfsY'M CwT PI�.ttitL. .. WATEQ Sl4 Flo - � � ' ' - GFRKE FO9NF . 4 4 c Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Griffin Residence Report Date:10/10/07 Data filename:C:\Program Files\Check\REScheck\client reports\GRIFFIN.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 13% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 370 Green Dunes drive Northside Design Associates West Hyannisport,MA 141 Main Street Yarmouthport,MA 02675 r Ceiling 1:Flat Ceiling or Scissor Truss: 2197 30.0 0.0 77 Wall 1:Wood Frame,16"o.c.: 3889 19.0 0.0 202 Window 1:Wood Frame:Double Pane with Low-E: 226 0.330 75 Door 1:Solid: 20 0.330 7 Door 2:Glass: 280 0.140 39 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 2197 30.0 0.0 73 Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heatin d for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditio o d in e.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design d a ed' e 780CMR 1310 and J4.4. f ,oj2Ab-,tr)e esjQn- s f b a v- B signer Company Name Date Griffin Residence Page 1 of REScheck Software Version 3.7.3 Inspection Checklist Date: 10/10/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.330 Comments: ❑ Door 2:Glass,U-factor:0.140 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4A.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not Griffin Residence Page 2 of 4 I permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Griffin Residence Page 3 of 4 r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Griffin Residence Page 4 of 4 Affidavit of Substantial Financial Interest I, FhoL MAZZokX of (� ,(� �v�1�c2�s --r--:p c_ , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map SIl4(o , Parcel ,907 . The address of the property is 370 &Vow 1 Noes PC L.er",12 2. 1 have 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is It l laf 07 , the following individuals or entities have had a 1% or greater legal o er or interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is . I LJ 1a D 7 , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted ID building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received Q building permits fo erty in which I have a 1% legal or equitable interest. Signed under the pains and penalties of rjury, thi ay of t l , 200_7 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT p JOB "TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 9 FORESTDALE, MA 02644 CALCULATED B r_r DATE TEL./FAX: (508) 790-4686 CHECKED BY QFW, v 6 Wivsr Ey&e"j3f0Cp8CALE n �70 TA ........ ............... Me, 11 '7 .............. ............................... ......................... ........... ......... STE ............ ............. ....... ... 17............... .... ..................... 14 ...................... .............................. .......... .......... ...........----------- .............................. ............................ ........... 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Box 1313 FORESTDALE, MA 02644 CALCULATED BY �Z'T DATE Z9 -07 TEL./FAX: (508) 790-4686 CHECKED BY DATE o ✓ - ALE t i € _ .. ........ ..... ... ...... ..........._.._.---.._..[..._......................>.---....__..........................i,_-....._....._...._.....-._.. ...... ........ .....- __.. .._. .... .-.. ..... _..... ...... ...... ..... ............ -_-. ...... ..... __-. i c. .. .... .__ ..� Cam..Ll=.,... ._S.t(�..ti-. ..... I. ..... -44 t Z . ........... .............. ----- ... ............. _.... ...... ....:.__..Fri..._..-_°.. -...... .._ ... ...-. _.... ......... _�-. _ .... ...._ ....,..._ . _ _. 2...._....-Cam.._:..- .. __.... .......... ......_-. -. . . .............. ...... .. - - ....... .............. _ _... 38 7 Z .... .. S ... .:...c.�..a.._�....... . Z .. ;7 4 '.. 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Box 1313 FORESTDALE, MA 02644 CALCULATED BY �� DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE ...... _.. _ .._.. ...... ............. ............ ...... .... - ._.. ................ ... _. .. .. .........._---------:......... ;__ . .._............... ............ ._ __. ..........................:... ....... ...... ------------ _ z .�� . ....... ......... ..... 2 ...... r .... .... ro . . . . . . . . . : z 7; 3- 2 Q -..._....:._....-.... ... ...... ................ ..... ...... ...... ...... _..._ .... _ _... ... . t _ .......................... ._ ...... ..... .... ...... ..... - - r 2 k 4�' -------------- Z4. 4 _. ......... .... . ...... 1 . . .. ......... : .. -ram ._.. f��- J ` .;. �. zS a ,"� .:. . _.. , .. 4= LI 2 9 J 5 Z- J Z Eo z __..._ Z JOB OT ILI 5: F 1 0-6.) Niel P-M&z I x3e ''TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 1:1 P.O. Box 1313 DATE It'n - 7 FORESTDALE, MA 02644 CALCULATED BY (508) 790-4686 CHECKED BY DATE 3-70 Gr9J99M2't"wjl*l IV .......... ............. ................... . ..... ----____----- .......... ------- ........................ t i CIS t _c7 ------- . ........ .............. ---------............................... ....... .......... ............................ ........... .......... ............. ............. ............................... ............ ........................ .............. ............ ------------------------- --------- ............ ---- -------- --- --- ........... ..7 .............. ------ ......------------- ----........... r ...... j .....t�.5� --- ....... ...................................----------- .............. ..................... ...............................................-------------------------- ........................................---------- ---------- ........... ............ ............ ............ ............................. ................................ -----. ..... ............------------ .......... ..._..........I..._.......:... ............. ........... ............................ .......................... -------------- ................. ....... - ------------ .............. ................ ............. .......... ------------ ....... ............. .............----- . ................... --------------- ............. ........... .......... ....................... ................... �4 .............. ...... ...................... ................................... k i-............ ... ............------------ ........... --------_---------- ........... .......... ............ ........... -------------- ............. ...........lzl .......... ................ ..... 7. ... ................................ ... ............. .......... ... .......... ........... ..................... ..... .......................... ............. ........................---------- ............. .............. ............. ............................ ............ ............................... ...... ........................... 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Box 1313 FORESTDALE, MA 02644 CALCULATED BY �� DATE IP-4-0 7 TEL./FAX: (508) 790-4686 CHECKED BY DATE 3"7o ..._.... .. _ ._._ ------- -- - . ..._......... ..... ... ........:... ......................._.....-....._. ... .... _.. ..... .. ... ..... -- . _ .. .................. .......- _ ..... . .... ....... .. _ .. ...... r E i f? - 3 c . Ec ............ ... r. __............... ...... _ ......_ ....... .... 7 oS ..�...oa� !tom ...:..............._...._...= `=t ,_ .. 1` .._........ ---------. .__ �... ._. ... ...... ..... .... .... ._. s. ► , .._��_ .. __.._ - __................... .............. - .... . . . r ..,... 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Box 1313 FORESTDALE, MA 02644 CALCULATED BY C-7 'r DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE 7o C-z&e6-m u' [-EV . .... .. � .ho. . .. r - , ,�.�. ......... ---. ..... ... ........ it ............ .. .................-..... _... . _._ ...... _ _.._ ..... ..... S J"2 ......... . ... ...4 ... ...... .... - t Gc.?— Ir( "c tom.>: - : .5. 1 . ...... ...... ...... t _ ........:............:.... .:.... 3 K �✓L � ,.,. ......-_ L.__._4 .__.. _..__ _ _. ..... .... .....__ . ---. 4 ..... .... -.. _ ............................ Z ts S 2 .. . .. . ..... .. .. - .... .... ..._._..._... ,. ......._ ... ..... :. .._.. _. _ _ _.. _ ...... __... e _.. ......... .......:. ------------- 3 77 ........................;..._..._ _........-._.........:....... ..... ..... ...... ..... _. .... ..... _._...._;....__......:......_.._..,._...-.. ...... `..... ............ ..... ...... ...................... ...... p ..� t .. , ........F........_--...._.._. ..:.................._......-... 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T .......... ------------- .................-------------------------- . ..... -------......................... ...... .... ........... ................ .......... ....... .......................... .. .................... : - ...................... JOB C-70-t TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BYT DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE -7CTM SCALE .......... ... ........... ...... ........... ............ ............... .............I............ ----------------- ............. ............ .. ......... . ..... ............... k........... ...................... -. .1 - -.. '- ;........................ ................ ............... ............................ ...........11...... ............ ........ ..................I......... --------------------- ------------- ..................-.................. .................... ........................................ ........... ............. . ...... ................ ........... ................ ............... .............. - .............. .......... ............. ..................................... ............ ........... ........... .............. .............. .......................... ......... ....-........... ................... .............. I....... 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A............. ............. ..... ............................. .......... ......................... ...... .. ..... .......... ------------- .......... ............. .............. ............................ ---------------........... ............. .................................... .......... ............ .................. ............. .................... ........ ... ................ ............ ........................ Co ............. ................. .......... .......... -1-.......... ..........--- ... ........... ........... .......... ............. .......... ........... ..................................... ............... .............. ........................ ............I...... Z-f7 i .......... ....... ........... .............. J.......... ...... ............ .......... ...... ............. ............ .............. .......................... ........ ............- .7- ............ ........................... ........................ ........... ............. ................................ .............. ............ ............................. ..................................- .............. .......................... ...... ........................ ........ .......... .............. .......... ............. . ................... ----------------- .....................-..................... .............- -4 ..............--------------- .............. ................................................... ............. ............................ .................. .......... .......... ............ ------------------......................... ........................... ..................... .............d- ------------ -------------------- .......... .............. ............... ............................ ................ ......... ........... ............... ......... ...- .......... .............. ...................... ......... ..... ----------- ................. ............. ...............- .......... ........... .......... ----------- NOV-13-2007 TUE 04:42 PM Danny Griffin, com FAX NO. 508 362 1437 P. 02 - Doc s x'.ib40 s 297 07-28-2006 i i#2: BARNSTABLE LAND COURT REG28TR! WRNSTABL.E WN CLERK Town of BaMsta J �1 A9:4a pifim' -B64d of Appeals= 1 .,_ . ��k. �>gian_and Notice , Appeal 200&051,"Regan Variance.Section 24t1-11(lE)Bulk Regulation,Nlitimum Lot Ares Created a buildable undersized tot from a lot that has tnM91 due is common Ownership of adjoining lots. summary: Granted with Condlfloas Petitioner: Stanley 3,pagan and May E.Regan Property Address: 370 i,nd:334 Green Dunes Drive,Blest HyannispoM MA t sswor8 Mapipamb Map 246 as parWs 207 and 208 zonlpg; ResidenceD-]Zoning'District Relief Requested A Badt9 oumd: In Appeal 2006-051,this applicants are seeldng to immerge two undersized adjoining lots that are being held in common ownership. The subject two lots are;370 Green Dunes Drive,(Assessor's IVYap 246,parcel 207), a vacant earner lot of 0,68 a47es and 354 Green Dunes.Dtive,(Assessoea Map 246,P ircel 208),developed lot of 0.74-acres. The two lots were created bra Und Court Plan 15694 D recorded at the Barnstable Registry of Deeds in 1954 and are shown on that subdivision plan as Lots No.'s 12 and 13. The lots conformed to zoning requirements at the time they were created. The two lots were transferred to the Applicants,Stanley J. Regan and Mary E.Regan can July 2, 1974,by one dead recorded at the Barnstable Registry of Deeds its, Certificate No.62293, 354 Green Dunes Drive(Lot No. 13 on the subdivision plan'was the developed with a single-family dwelling in 1977). At the time of lot transfer acid development of the dwelling,both lots were legal buildable lots as they conformed to zoning at that time which required 20,000 sq.fL minimum lots.The districts requirdInents remained the same until 19 5 when Article 1 was adopted.Article�1 required a 1-acre m1pimutn lot area for all zoning districts in the Town. Section 420-91(B),Cohn Lot Protection provided five years of grandfathering on the subject lots and in 1990 the lots merged as one for zoning purposes as required in MGL Chapter 40A,Sectiow 6. Procedural&Henftg Summary: This appeal was filed at thi.;Town Clerk's Office and at the Office of the Zoning Hoard of Appeals on May 01,2006. A public hearing before the'2bhing Board of Appeals was duly advertised and notice sent to all abutters 0 accordance with MGL Chapter 40A. 1'he hearing opened on June 07,2006,at which time the Board found to grant the variance subject to conditions herehi. X3oard Members deciding this appeal were:Daniel K Creedon M,Roil S.Janssen,rags R.Hatfield,Jeremy Gilmore and Chairman.bui1•C,Nightingale. NOV-13-2007 TUE 04:42 PM Danny Griffin, com FAX NO. 508 362. 1437 P. 03 Attorney John W. xumney repres=md the applicants. lie introduced Mrs•Regan and stated that Mr,Regan could not be present due to his health. Mr.Kenney stated the histoty of the lots.In 1977,the Regan's purchased the two lots for$32,000.At this time,both lots were independently buildable.The Regan's built a home on one of the lots.The second lot was purchased as an investment property.Over the year®,this lot Was tasted as a developable lot. to 1954,this area was subdiyldud and was Zoned Residence B.This zone required a minimum lot area of 10,000 sq,ft.to which the lots all compiled. In 1970,this area was rezoned to Residence D-1 requiring a minimum lot area of 20,000 sq,ft.`to which the lots also conformed, However,in 1985 the minimum lot area increased to 1-ecre zoning,therefore,the merging of lots cause into effect. In 1990,five years after that zoning amendmerttq the two lots merged as provided in MGL Chapter 40A,Section 6. W.Kenney stated the assessed value of the two lots and noted that no vacant land exists to make these lots conform.All of the surrounding lots aye similar in size and developed.Therefore,granting this variance would not bca substantial detria mt to the neighborhood. Mr.Kenney submitted letters in support and noted the one letter in objec tion was not a direct abutter. In justifying this variance,W.Kenney noted that the subject lot is a corner lot and the lot tines are off-set from the developed lot, The ability to use the two lots together as one would be hampered.A walking path traverses the lot as referenced in the subdivision plan. Public comment was requested and no one spoke in favor or in opposition to the request, Chairman Nightingale cited the letters submitted to the file. The letters in support are from Ruben G.and Anne M. Deveau of 367 Grseq Dunes Dive,James J.Meehan,30 Green Dunes Drive,and Francis O'Harra and Joan O'Harra,379 Green pones Drive. A letter form Francis M.Vazza of 86 Green Dunes Drive has been subnutted in opposition to the 1 rant of the Variance. Findings of Fact: At the hearing an June 06,2W6,the Board unanimously made the following findings of fact: 1. Stanley J.Regan and hlary B.Regan are owners of the property addressed 370 and 354 Greco Dunes Drive,West Hyannispcut,MA. The lots are shown on Assessor's Map M as parcels 201 and 208. They are located in a Residence D-1 Zoning District and the Resource Protection Overlay District. 2, The Applicants have applied for a Variance to Section 240-11(13)Bulk Regulation,Minimum Lot Area. These lots are located in the Resource Protection Overlay District.This district requires a minimum lot area of 2.acres.The subject lots are only approximately two-{birds of an acre. 3. The two lots were created by a Land Court Plan. Plan number 15694,sheet D recorded at the Barnstable Registry of Deeds in 1954, When created,the minimum required lot area was 10,000 sq.fL It was later increased to 20,000 sq.ft.try the rezoning of this area to Residence D-I in 1970, The lots exceeded that minimum and W 1974 when purchased by the Reg=. The two lots were purchased for$32,000,which represented fair market value at that titres. 4. Tho lots remained buildable until 1990,five years after the Zoning Change to 1-acre and the expiring of that common lot protection provided in MGL Chapter 40A,Section 6. In November of 2000,the � 2 NOV-13-2007 TUE 04:42 PM Danny Griffin. com FAX NO. 508 362 1437 P. 04 Resource Protection Overlay District was imposed in this area of the Town. That amended requirement stated that all buildable:Lots created after November of 2000 must have a rninitnum of two-acres. 5, The applicants have owned Lot 12 and Lot 13 since July 2, 1974.They have been separately taxed as buildable lots since 1974. 1&12 is assessed at a land value of$438,200. Lot 13 is assessed at a land value of$560,700. There is no land available for the Petitioners to acquire to bring the lots into conformity with the minimum lot area required today. 6. The vacant lot is being assessed as buildable.The Regan's are being taxed based on that lot as buildable. Changes in zoning and t he doctrine of a merger are not easy concept to understand or commonly known. The variance being requested is not creating a new lot as this lot was previously a buildable lot and is similar in size to other lots in the subdivision. 7, The granting of this variance does not represent a substantial detriment to the neighborhood or derogation from the Ordinance. In this instance,a literal enforcement of the provisions of the Zoning Ordinance would involve a substantial Financial hardship.The applicants intended to use this land as as investment to assist in retireMent. In addition,the Regan's Find themselves in greater need due to family circumstances. S. No other finding is being made with regards to MOL Chapter 40A,Section 10. Decision: Based on the findings of Wt,a motion was duly made and seconded to grant the appeal with the following conditions. I. This variance is granted to permit Lot Number 12 and 13 as shown on Laird Court Plan 15694 D.These IOU are considered sepjnw and buildable lots under zoning, 2. Construction shall comply with all applicable Building Division and Fire requirements and shall comply with Board of Health Title 5 requirements without variance. 3, All mechanical equipo4ot associated with the dwelling(air conditioners,electric generators,etc.)shall be located and confomi to all required setbacks for the district and screened from neighboring homes and the public right-of-waY• 4. This decision must be recorded at the Barnstable County Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any building permits are issued. The relief authorized must be executed within one year of the granting of this permit, Execution shall include the transfer of the lot into separate ownership and/or iuidating building upon the lot. • The vote was as follows: AYE: Daniel M.Creedoii fil,Ron S.Jamson,James R.thtfield,Jeremy Gilmore,Gai•1 C.Nightingale NAY: None 1 NOV-13-2007 TUE 04:43 PM Danny Griffin. com FAX NO. 508 362 1437 P. 05 Ordered; Variance 2006-51 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be oxercisW in one year. Appeals of this decision,if any,shall be mate pursuant to MOL Chapter 40A,Section 17,within twenty(?A)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ga .Nightingale,C An Date Signed 1,Linda Hutchemider,Clerk.of the Town of Barnstable,Barnstable County,Massachusetts,hereby ce; ' that twenty(20)days have olapsed since the Zoning Board of Appeals filed this decision and that of the decision bas been filet the office of the Town Clerk Signed and sealed this, ;_day o der o pains and .��Il �• . Linda tochenrider,T W a % . \\t\"•," .� 4 BARNSTABLE RBGIUWOF DEEDS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Ma Parcel a0 Application# Do O 7 / , Health'Division Date Issued b Conservation Division Application Fee Tax Collector Permif Fee S z Treasurer - � PlanningDepty"Gr,,ln -GA���N.(a•13•o7� Doc• I,o�Ia.Zq'i Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis 20►40 O IT- Project Street Address 3'70 &REEA) V 5t.OTl�. ` 1 07 Village T ` Owner MR. i7A•k1117 v ��2► f f't�I Ad ess A- Telephone 5D fr3 3(0or —N!�r4-7 - Permit Request (O"t LIEU 4J6QL> 0am-S4,eyC.�-10AJ vim. t J Rn&A Recrt ek_*H;+-L I Square feet: 1 st floor:existing A/W proposed Q 1 9 7 2nd floor:existing proposed [.$Total new 36'18 Zoning District RD - 4.. Flood Plain EFEM 4 C Groundwater Overlay Project Valuation Construction Type W_ q.-Vpe m �F, ` = •' Lot Size 3D 0M SQ t=T Grandfathered: Yes ❑No If yes, attach supporting documentation: Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) , Age of Existing Str2Full re Historic House: ❑Yes No On Old King's ighway;'` C- 0 Yes} No ment Base T e: ❑Crawl ❑Walkout ❑Other YP Basement Finished Area(sq.ft.) I_Sfa0 Basement Unfinished Area(sq.ft) 700 Number of Baths: Full:existing N+- new (0 Half:existing /J A` new Number of Bedrooms: existing A)A new 5 Total Room Count(not including baths):existing /c, A new ►0 First Floor Room Count J� Heat Type and Fuel: S4as ❑Oil ❑Electric ❑Other ROT A% IR Central Air: 41yes ❑No Fireplaces: Existing ti/a- New 6A6 Existing wood/coal stove: ❑Yes 340 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Knew size 3'CRRShed:❑existing ❑new size Other: Zoning Board of Appeals A orization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use GJ Pt W v0► r GROUP (,LG BUILDER INFORMATION PAAJL MA720 L4 CeLL -7?6- 4-19 5 Name GL'7 &U .2s Telephone Number Address L-44 .1R i N_ j�b Pc _6o,>c SD 7 . License# A?s P M I I( s a a 6 g 8 Home Improvement Contractor# N �� 5 Worker's Compensation# VIC 000 a37q ALL CONSTRUCTIO DEBRIS RESULTI FROM THIS PROJECT WILL BETAKEN TO I, U SIGNATURE/ DATE _ 11 �l a`�V_. " FOR OFFICIAL USE ONLY, w APPLICATION# f. DATE ISSUED - ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: _ FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING BIZ- ��1 ��f10� DATE CLOSED OUT ASSOCIATION PLAN NO. P�QFIMF> JowJn of Barnstable' Regulatory Services BA MASS.ASS. M LE Thomas F. Geiler,Director T , � � ' fv � Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW p Owner: C r,T� 16 ; Map/Parcel:_ to 7 Project Address 3?0 G rcC.A 'wlwrs ®�' : Builder: The following items were noted on reviewing: o c.jc C r `6 s cs n o" ftA7 CA o e c,� C 0.bo�� !ii� ll 11 t �`- . �� r-a�1 r C�I weo��,ct- • Zoe V-C- a Ck r ao Reviewed/by: Date: )1/30l67 Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations y' a 600 Washington Street .�� Boston,MA 02111 wtivw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information / .Please Print Legibly Name(Business/Organization/Individual): U c i • •Address: �y�}r{ (ll��rz. '��• ���o� GI f • City/State/ZiPMAP5 0Q 1( S AQ Phone.#: Arryan employer?Check the appropriate boy: .Type o project(required):. 1: a employer with ��' 4. [] I am a general contractor and I have hired the sub-contractors 6. New construction . 'employees(full and/or part-time).*. 2.0 I'am a'sole proprietor or partner- : listed on the,attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have g, []Demolition Fyorkin for me in as capacity. employees and have workers' g y p ty. 9. ❑Building addition [No workers' comp.insurance comp.insurance#• 5. We are a corporation and its 10.E]•Electrical repairs or additions required.] I am a homeowner doing all•work officers have exercised their 11.❑Plumbing repairs or additions ' '3.❑ . myself.[No workers'comp. right bf exemption per MGL 12.[Roof repairs insurance,required.]t c. 152, §1(4), and we have no 13.(] Other employees. [No workers' ' comp,insurance required.]. "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below is.the policy and job site. information. ,� t Insurance Company Name:, Policy#or Self-ins.Lic.#: (�J J_lJ�)a(J� Expiration Date: a job Site Address:-_; � �y I)�' City/State/Zip ', tit"• Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as r quir3 under Sectio 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Erne up to$1,500.00 and/ one-year imprisonment/as,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a Y against the violator. 9,mddvised that a copy of this statement maybe forwarded to the Office of Investi ations of e CIA for insura -0'raize verification. X do hereby c tify under the poi and penalties ofper'u information provided above is true and correct. Si ature: Date Phone e 4: �l`7 ' 7 7 '"��� ��L Official use only. Do not write in this area, to be completed by.city or town officiaL City or Town: ' Permit/License# . Issuing Authority(circle one): J.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing'Inspector 6. Other Contact Person: Phone#: Doc= 1P059.462 03-23-2007 3.58 Ct f T: 182653 ' BARNSTABLE LAND COURT REGISTRY ;QUITCLAIM DEED WE, STANLEY J. REGAN and MARY E. REGAN, husband and wife, tenants by the entirety, of 3 Jefferson Road, Winchester, Massachusetts 01890 for consideration paid in the amount of SIX HUNDRED THOUSAND ($600,000.00) DOLLARS grant to DANIEL M. GRIFFIN, JR. and JULIE C. GRIFFIN, husband and wife as tenants by the entirety, of 346 Riverview Road, Centerville, Massachusetts 02632 with QUITCLAIM COVENANTS a certain parcel of land situate in Barnstable (West Hyannisport), Barnstable County, Massachusetts, more particularly bounded and described as follows: NORTHERLY, NORTHEASTERLY on a curve and EASTERLY by Green Dunes Drive, all as shown on a plan hereinafter mentioned, 320.45 feet; SOUTHERLY by Lot 13, as shown on said plan, 151.87 feet; and WESTERLY by Lot 30, as shown on said plan, 233.74 feet. The above-described parcel is shown as Lot 12 on Land Court Subdivision Plan No. 15694-D (Sheet 2). PROPERTY ADDRESS: `370 Green Dunes Drive, West Hyannisport, MA 02672 The above described premises are conveyed subject to and with the benefit of rights and easements of record insofar as the same may now be in force and effect and are conveyed together with a right of way over and a right to use for all purposes for which ways are commonly used in the Town of Barnstable, in common with the grantor, its successors and assigns and others entitled thereto, said Green Dunes Drive and said West Way as shown on said plan. S 1 ' 7 MSSACFNSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date] 03-23-2007 al 03:56va Ctlf: 1635 Doc:: 1059462 Fee: :2►O52.00 Cons: $600P000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 03-23-2007 S 03:5Ean Ctl:: 1635 Doc?: 1059462 FeP: $IP368.00 Cons: $600r000.00 I i i For title, see deed registered at the Barnstable Registry District of the Land Court as Document No. 187,982, with respect to Certificate of Title No. 62293. WITNESS my hand and seal this day of 2007. Stanley J. Regan Mary E. Fibgan COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. On this day of Lr(�2 , 2007, before me, the undersigned notary public, personally appeared Stanley J. Regan, and proved to me through satisfactory evidence of identification, which was ?4 Ii COG , , to be the person whose name is signed on the preceding or attached document, and ' acknowledged to me t . ad it voluntarily for its stated purpose. N tary P' lic: ;: "� My commission expires: )Ia Ipg NoraRY PJ COM NWEALTH OF. MASSACHUSETTS Barnstable, ss. On this _day of t"19P C H , 2007, before me, the undersigned notary public, personally appeared Mary E. Regan, and proved to me through satisfactory evidence of identification, which was 1► RSS. License , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. o ary Public: r* My commission expires: 7- Ad- A01A ', .. .. WNSTAM REGISTRY OF DEEDS • _ So81e o2 this plea %4 15��4 160 Zeet to an i SHEE T 2' i •' fasoo AVEMUE ea � W1ANN 0 i e•ot_op.'t 1 �N ' P1,n!188J8 A 61 it -164006. • � a >r•aa•.o• , E h L i S0. 0 w i ►h `(� W/ _ 12 eeee ' ro ► rye 0 T J to /f e •O�_ 39 V` In► ► ryt •t 98 NI ► + v 9 i OOP at2N / •/o b �� 0 1` ` Q o so•ro.��i/ i iC4b cmq% .� /).7 ► 8 i i , •r N yr•f f oa y. 1 I i —"'>o st R 35 / Z'► I x tl ' ;� ti .� �'�' st•f4•os oZ�1 �� �'� i o r R5 Off q w y M b b /� fill ` d` � fit 1� � N>e•.ros£,, 1 i W W TN III C4 . / '° t 7o•I tol I.*7r f �'ro•to., 1 VI W /7+�d1 J S Au 93 j : ;ad nl~ PO. -- ;till - �C /f r Z O Ov�' V s b i .a ?/ I to 1 w I { 1 15694D ' SHE E T / .. SUBDIVISION PLAN OF LAND IN BARNSTABLE Bearee & Kellogg, Civil Engineers ) 6186 ^ )dash 29 1954 I ` = 46 °� .• 1S•t 69,t N,pAr N J.ad, `t` ' Z 3 S To i br,40 60.�0 j. `� ��, 4w• j , C1 tP 44..6' c� C e J I i m i � ,.•'' J1 �� I � " ca a =r.-+ 0 i M •A W O Cl CU1 / ,\\ Qrj\ c0 0 pro o - d o to 42 mar+ • 0 1I e'J � \ '. .�` \� � / W N I m 0 N U m o FA I .11 �100 �\ HALL a c r. a•M fk N E0 P4 04 PI C Wo r1�H2MpyRE ys1 1 swrste mfffftoal" of We mey 6e Issued FOR L 0 TS J MAU 44, copy of ofAw ` B,C,Q, Mnor► AND ON SHEET 8. Ord '" -- By the Corr LAND REGISTRATION 0*-f?Cf JVLY Scale of this PNan I a fW In err,iao rA { •(ULr.�J91f4 •Cov+o� C.M.ANDERSON.OEPUTY ENa/NEER Town'of Barnstable Regulatory Services. xaiE$ Thomas F. Geiler,Director En' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 ` Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all mattets relative to work authorized by this building p ermit application for: 370 GREEIJ Aje-s vE (Address of job) . Signa er Date Print Name I Q:FORMS:OWNERPERMlSSION ;Z11/13/2007 TUE 10:09 FAX 508 790 1677 FAIR INS 0001/002 ��Q� CERTIFICATE OF LIABILITY INSURANCE. 11/3/2007 PRODUCER (508)77S-3131 4 FAX (S08)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED The Waquoit Group LLC. DBA GCI Builders, Inc. INSURER A: National Grange PO BOX S09 INSURERS: Savers Marstons Mills, MA 02648 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID.CLAIMS. INSR D' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATK)N LIMITS GENERAL LIABILITY MP143707 OS/29/2007 OS/28/2008-, EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED acel $ SO CLAIMS MADE a OCCUR MED FXP(Any one Person) $ S,OO A PERSONAL&ADV INJURY $ 1 O'No GENERAL AGGREGATE $ 2,000,000 rGEII�LGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2 0000ICY PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accdent) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ — AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE _ $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC0002374 05/28/2007 OS/28/2008 WCSTATU- OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ A5001 B ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ If yes desci be under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL EX� DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Danny Gri.flFl nth BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 370 Green'DUnev- — OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. W�Hyann sport MA 02675 AUTHORIZED REPRESENTATIVE 1Kathy-Silvia/FAI3S1 T 0.�iJnd.. ACORD 25(2001/08) FAX: (S08)428-9834 ©ACORD CORPORATION 1988 } ,.11/13/2007 TUE 10:.10 PAX 508 790 1677 FAIR INS 0002./002 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) GonYruction Spvisar sense - - License: CS Y' - 9,o4 _ =���� .. B�rkhda*ew o/19l1✓64 Exa�ratron= 11912009 T4 16449 PAUL J i+/IAZZOL',\ PO SOX 509 �y _ MARSTONS DMIL LS. -Commissioner �" 8oard^o B�a��e�-�a orrl��d �,uaar�v HC=iU!'E IMPROVEMENT CON-TRACTOR �a : 4 >• Registry+tar: q 52:58 TYPE''`Pr #e:.Corporation C BUILDERS INC PAUL MAZZOLA 6fi4, RIVER ROAD MARS TONS P SILLS,i%AA 026�$``' D;pyig Adm nisiraarir i I PROJECT NAME: M�— ADDRESS: &70 A&M4-S PERMIT# 1067 6771/2 PERMIT DATE: DgC . lift 20D� M/P: 9A 2-0 LARGE ROLLED PLANS ARE IN: BOX d SLOT 8 - 9 4-. Data entered in M APS p� rogram. on. BY: AJA q/wpfiles/archive L - i r � L k T- r Y -_ e Asa.. '.- ems€ .,--. .•x. a f •:u = - ' - g �' - - - - _ - �6 t }: _ - ,r.. - ti, h,._ _. . II - I -F b �. _ �, _ ,IY f} L $_s JI H — p a T"'I` r Ip '! 1 a 4 p dp < '. 4EF 3 �y, H �h _ - + I� s�k S I _ - +-y ;,� -F .- - _ :may , z•,1, y .: ,..` 3 a w :. ,Q ti* d '' i'IE r P'�_ �=h r _ v - -( } _ k �� E a r `V' m.� I lka l 9�� �' F f �� '� ` '� J k� LOT12 CP �` \ s. _ r. -, 130,880f SF $,g o I`rr 3 X i j t T ` t f *4 �. '. ks ff ^M s �^ it -�1 h a t D�� _ r = mot_— M . l y F yi rt rt ,, I; 7 '4 -� 3 ry _ i k -cam \ - L - - - 9 __ / _ P b t: r J 4` t Y j 1 DWELL.N A I+� ,74 . SHOWNe ON PLOT . 4 a w} P.LAN` 4/21/09 � z L �k t _ _ I - d- f•" E2 g n £ r y 'y " y f ' e h 5 �� t t �� pI I f 4 r' J .T i Fa .' a IA j '" •I i* �. rt41 �.- k�a 1• .t I:*, „ s Y k. ♦ s: 3 M� 1 t 1 y I `¢_ �p i - O - {.,Y y 1!y A f a �,iy h rt'I J Q �5 _ 9 _ - } 30 S y w IFS p ..a i rt i v .� .k"c i T{ 1 - , 5 J,� 4r• _5 R } �L E Ali r' -= a; '' - '—'3—,a w +�r $ V ,I �a = _ - a s �: - M. cE (�:r-� _ ,. _ ' = METgL POOL LINER Q " r [ o ' L$ Y {rL,r. } - �' "5. .1 _ - ^ ham. _ t+ '1 _ ti L 1518 Q� l` .} La}J r`-! " i # * i a _ I x T INp E !I Ir P9 aF �' : y - i` y "1- _ ems's ;. S I_3 - '�t r AS BUILT :T PL,AN - � - DCE #06 275 ,.. r,. - PREPARED. EXC E FOR THE PUR'OSE OF OBTAINING`A BUILDING PERMIT,,;NOT FOR ANY#OTHER USE - w 37 GR E11T DuI FS_D =ti LOCATION S P - �� r n PREPARED FOR w f �, ,E L � : € r� SCALE 1 fDATE �JUNE `12,�2009 �` DANIEL GRIFFIN JR. _ `# REFERENCE 'ASSESS°MAP 246 PCL 207 {; " -- ter_ _r LCP 15694 D K \\`��j�°�MAssy p��N°f 1 ass N h I,.I t ,'1 A' t rt_ i-a.+ V y C T y1 -S'l, + r• 'I I HEREBY CERTIFY, THAT THE STRUCTURE '- boa- DANIEL yG� o� DANIEL yGm - v 'SHOWN ON THIS PL:4N IS LdCATED ON THE o A o` A _ GROUND AS SHOWN HEREON - M JA OJALA hz -; x y ,._-.off 308=J8] 4541 G ''i,di}3,1 r ,r ,p �Q: •,Q NJ '�1�981�', _ z-- .< f �r `��' _t (o>I 908 3I 9,I -_ l»'\ 0� - r Y d - z' d*�r� a t � h �; ESS1° 4i �S z _ own cape Iengir&&ing Inc = _ 1 ' ` ' ��su9 qy Eta . r C/NL EhrC�IN££RS LAND SURVEYORS ' 939 MO;1 ;Sliest„ y FYOUTHPORT MASS DATE REG LAND' .SURVEYOL ' :- `` I :,: _ �' _ - e �.._ „ �. µE _ _. _ I _ ___ ,� u " J r = h 3 �; _ t h ':a rlit I4 .. - - - T 4 r 2 76' LOT 12 �cP 30,880f SF o FUTURE ^^� GARAGE ; M ��, 48•g I CONCRETE FOUNDATION T.F. = 25.8 3p.8, IVY o Q 751.8�. QQ� FOUNDATION PLOT PLAN DCE #06-275 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY, OTHER USE LOCATION 370 GREEN DUNES DRIVE WEST HYANNIS PORT,MA PREPARED FOR: SCALE 1 " = 40' DATE APRIL 21, 2008 DANIEL GRIFFIN JR. REFERENCE ASSESS.MAP 246 PCL. 207 LCP 15694 D I HEREBY CERTIFY THAT THE STRUCTURE �ZH of ass SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. �o� DANIEL cyo� off 5ob-362-4541 A- � � .'i. fmc 508 362-9880 - QJALA fn 'P1e�4098 down cape engineering, inc. r G 1 0 �P Cll9L ENGINEERS `1 2 y` 9 S I LAND SURVEYORS U 939 Main street - YARMDUTHPORr" MASS DATE REG. JRVEY R cu -STAKE N SET Lot 12 t N : Area=30,88G± Sq- ♦ \\ L M DOORS OPENING � k c 3 THE POOL N;EOSURE SHALL 0- m ALARMED PER In)E ' Ol STAKE r� 1 I 1it'lIMARK: su CENTER'f E CA NJ' -Fai BAS�Nj ELEV. 21.23 m1000 ( s M ci10E {,y O GAL m 9G 4" t1r . - .g SEP_nC z t ®(om-} j TiS;_4 BIT. CON / ORi1fEW TH-3 fr i •- p` Tic ( r LO iv 0 o - P OPOSED 4' GAGE f UTUTY EAOPot. ENING Ou WARO .I ~o LATCH ON iNSIDE J I r (TYP.) o` t / r m OvERHANG pt ED c t,(, 30LL �t L a OD —CD rd VIVID co W. � �� { TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �4(0 Parcel ,Application # d1cfflo Health Division Date Issued Conservation Division Application Fee. Planning`Dept: 'Perrrit Fee Date Definitive;Plan Approved by Planning Board o Historic - OKH _ Pre`servation/ Hyannis 4 Project Street Address 7 0 All (J Villag Owner Address e Telephone 7 2q ff3f- ` (/72 Permit Request J,s T-,g-L L �4 /b jC /�! pJ✓ S W:r.=-� ,,`, /"Od�- j f Square feet: 1 st floor: existing proposed .2nd floor: existing proposed Total ne Zoning District Flood Plain Groundwater Overlay Project Valuationf� 000 Construction Type STe L `!`�'k (J 14 `f Lot Size 0 no Grandfathered: ❑Yes ❑ No If yes, attach suppo ing documentation. Dwelling Type: Single Family ` Two Family ❑ Multi-Family (# units) CA) Age of Existing Structure Ne 0 Historic House: ❑Yes 4 No On Old King's Hig way: ❑Yes o� No Basement Type: tY Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas (❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 7z� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 Telephone Number S 0 8- Address 3y(� A t� S l License # / 3 Qkkp* ( � Cc��3 U Home Improvement Contractor# Worker's Compensation # 7605Y)5-O 00`� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i Ju w l SIGNATURE DATE �S 1 S' FOR OFFICIAL USE ONLY ' APPLICATION# DATE ISSUED `x MAP/PARCEL NO. ADDRESS VILLAGE 's OWNER P f fR DATE OF INSPECTION: FOUNDATION F F FRAME INSULATION 'f FIREPLACE ELECTRICAL: ROUGH FINAL 4' PLUMBING: ROUGH FINAL `F GAS: ROUGH FINAL FINAL BUILDING $ o '{ DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts , Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): =LS Address r3 Ali- J S1" City/State/Zip: QKwS Phone.#: Sdt 342 7 7y Are you an employer? Check the appropriate box: Type of project(required): 1.[ I am a employer with 4. I am a general contractor and I ❑ employees(full and/or partf r e). * have hired the sub-contractors 6. New construction 2. listed on the attached sheet. 7.. Remodeling 0 I am a§ole proprietor or partner-' ship and have no employees These sub-contractors have g, '0 Demolition workingfor me in an capacity. employees and have workers' Y P tY• $ 9. ❑Building addition [No workers'-comp. insurance comp. insurance. required.] 5. We are a corporation and its '10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised.their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no q ] employees. [No workers 13.0 Other comp.insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: �"�! �NS ► �.y _ Policy#or Self-ins.Lic. M -7 0 v 5 7,9 q do Expiration Date: l l _/7 —Ord®/ Job Site Address: /0 �gPcOpj J0,4)-P3 City/State/Zip: C444p Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi ations of the DIA for insurance coverage verification. I do hereby cert der the pains and penalties of perjury that the information provided above is true and correct Si ature: _ Date: iO — too g Phone#: J D 8- Official use only. Do not write in this area,to be completed by city or town official "City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 1.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.'Plumbing Inspector 6. Other Contact Person: Phone#: - 1 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation'for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local Iicensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies.(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the nurnber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town),".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigation$ 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 east 406,or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 . www.mass.gov/dia i Stan ards �amFegulatioi►s and I Board of Building C ONT�CTOR HOME IMPS MENT 106009 Tf# 271776 Reglstratio►r�7L2112010 �I EXp►ration ' �— �7. i Irrdiv-iduallei t � RICHARDT•SEf4OS -1 1 and $enoslu n r � Rich ST. ''�=t�; � Adrt►inistrator i, r 3413 MAIN MA 02630" BARNSTABLE. Board or B Idianzn ff Construction guRegnlations an�anda d, nd Standards Pervisor Lice0Se License• CS 9635 1 B hdate�7126/1953� { Expiration`__ ' \ 7t2612009A Restric ion ..00 1 Tr# 17471 RICHARD T S t j ENOSK' .� 3413 MAIN gT j .7T F BARNS?-ABLE M A 02 630 Commissioner " r Fyn p r Ti i �d1 y 'P. 1> - ' x a. 4 id r b S„ 3 }IM aan;sut►s;noi;ins pitsn JOK { 801Zo'sW`uo;sog j' loci utg aasid uoljnggsV auO j sp tspneiS Pus suot;stn2ag 8u ITH Jo Pasog :oj u in;aa PunoJ JI 'aiEP not;s�tdxa aq3 a�oJaq ftuo asn inpinlpu'• ►oJ ptisn not;e r1si;taa ao asuaat I r j� __.__---.��aIIUI)%�jyC1{P�G�{� !LL a/vLlL06LLCl2ClaGLC6 t Board of Building Regulations and Standards .i' Construction Supervisor License Lice se: CS 9635 Birthdate-,77//26/1953- Expiration :j/2g/2009`. Tr# 17471 ( ,K , = Restriction J I Y"� ---r —_0 RICHARDT SENOS ' 3413 MAIN ST 0"�k '•;1 -CBARNSTABLE,MA 02630—' Commissioner r:Y SEPTIC PROFILE NOTES EL 25.0 rocs COVER W INN G'OF ial OODEACCESS COMER m am"S'OF far.GRAM om m sow ACCESS C043M To Imm r . /'- ACCESS taw(ruteRnatq To OF T,%TIRADE AS SHE" - T.DATUM IS NGw ' 24.8' 24.5' loaw�s'(IF oo+4x OVERPRECAST ! �f e•or Eat GRACE2.MUNICIPAL WpTEf 2R REQUIRED°Y6ts57E" 24,7 ROW PIPE LM r'GOL®.E WASHED PEASTONE 3.MINIMUM PIPE P): 52' raR MaaT r w®tExTeE FAOTAC PAOPDGFIIlm � 3'EtAX 4. DESIGN LOADING .� cAt1nN Sfl'OC 122.99. uD.all s[Pfc II �1.70• N=10 4 Traaa(H- 10 1 va 21.95' TANK M-- 10) CAS zt_s2' o o o a o E7 o a s PIPE Jown TO I gnaw "20.92' ncE3n n E3aoor CR119£D SIDE aR Mmwarx r�v SMUE a++ac+».H.+ 13 E3 C3 o a o o 0 C3 s. CONSTRucnON D me®xmac C,sa,[=D cDISALs1Oe.(I!k=l[2D E3 ED E7 E3 E3 Q O E3 M 9&92' MASS.ENMRONMENT 00"OF nnW-�- r t,<Sim) L-Lig mm Q TEE Srmk - 3/4'TO 1 1/2'DOUBLE WASHED STONE 7. THIS PLAN IS FO INLET DEPDI. 10, BE USED FOR LOT I .OUTLET DEPTH. 14, &PIPE FOR SEPTIC A710N— 11 —SEPTIC TANK i ° --SEPTIC TAM( Z— 27' LEACHING B.5" 9. COMPONENTS NO D' BOX 35" FACILITY WITHOUT B45PECTKM OBTAINED FROM 80, 1E INSTALLER SHALL VERIFY THE - - 10.CONTRACTOR St ;ATIONS OF ALL UnLITIES AND ALL it-DING SEWER OUITL.M AND ELEVATIONS BOTTOM TEST HOLE f2 EL 10.4" OF ALL: NDERC-34 ,OR TO INSTALLING ANY PORTION OF _ OF COMMENCEMENT OF ?TIC SYSTEM COMMET/CQdENT OF 11. ANY UNSUITABU REMOVED 5'BE'NEAI . ..'r� LEACHING FADLITY. 7�T6, 12.ANNUAL PUMPNE SEPTIC TANK IS RE( \, GARBAGE GRINDER). �• ;q, 13. ALL SYSTEM Ca - 4 PICKET fRlc1 /�• �`.4 BE MARKED WIN M. MAT..SPAC4G A' ..\ COMPARABLE MEAN! (rnJ \"\• \ LOCATION. r�4t• ACCESS COMER �A r !rs i1W,3'IF(2iADE SAKE.'SET (ryP.OF 3) LEGEND ALL DOORS OPENING 25.5 PROPOSE( INTO THE POD \ \•` ENCLOSURE SHALL fII y�i f 25 PROPOSE[ BE ALARMED PER - f 25 --EXISTREG. C j - PROPOSED:CATE OPENING OUTWARD kitr LATCH ON DISOE L { r a BIT.Cohn- DWKWAY \ / BET1C161AR{t o � CDTRR OF PICKET PENCE SEPT d'A 1 CATCH BASIN TANK 1 EIEv.-21m A'YM1L COATED CAL Ct ` SEP MAX OPENING t/ ��• O T5m( (TIP 1 f i SACfWASH /� PIT LR8' , tE.rtT POLE P 2 0 P o5a ST yQ�, OMEWEAD WKS SET / /�/ f [I E'er--E------ r,v4�o��►a dap L . < �► RED r r COE*E EDDNG ! r 6 f. I A BeCltMO®,G L OASYEWA PP. (2j GATE$ tr E Ol{TWAP7) f ff SE E I LA'1 ON INStOE f } (OI//] UJi#ILE PWiON r i„ (TTPa — r ; � p FIRE HYDRANT SAG BOLT 27 b `A . ELEK_2172 DANIEL DAf", A OJAL � OJM1kA A m C11NL N640B80„ hALam^ Y 1 Al DATE DANIEL A. OJALA, P.L.S.,PE. Y i �TME tb�'� Town of Barnstable Regulatory Services �B"R"MAN& Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder A I, �,� ('2 C11(90-� I , as Owner of the subject property hereby authorize Lf to act on"my behalf, in all matters relative to work authorized by this building permit application for. r -7 U l� f e-,J &Av4> �ktd--k (Addres of Job) Aj'/' ignature of Date � r lvvw , �14 Tint Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM S:O W N ERP ERM IS S ION Town of Barnstable Regulatory Services BARNSTABLE Thomas F.Geiler,Director 9�A s�`� Building Division ren�r Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER.LICENSE EXEMPTION Please Print DATE: 10B LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 109.1.0 s 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:\WPFILES\FORMS\homeexempt.DOC a 8975 - GA 02103 ' O PM . 5/-1 5/2009 3 , 21 , D TSSUEDAPS 0511512ooQ MATTER OF FORMA,ff ION ONLY ANn ]g CEItTI�ICA i5 wil)AS CP CA KOLD Tn9 CF.ILTIIrIOATH CONF mm NO ItIGHTSE OR ALTER TF1E COVEF AGE AFFORDRD HY� RQptjc DOES N A OT AM , XMM lutuuyl r-,ku-m.SBELOW- 0 Box 16t3 coWAMS too-Rm(;co IL4 W&Bsty,MA 02533- stIRFD c-OWANY A A.T.'M.Mutual lrtgUtanCe Co iCllatd T Sl slosld LETTFIL 413 Main Stteet amstaltle,MA 02G30 123d ldllh �ABOvBFOItRESPBCT 4UIpoucy rO TCO �TRDOCUT IS gtJBIECT T POLII[ OF 1NSIIRANCfi Is LLSTEOI OILCONDM. OF ANY POLTCMS DESCRSBED — THt515TO CF.4tTtFY n A REQU 1�T URANCfi AVC)pMT D 8Y TIO% g�UCED I3Y PAS CLAItviS. sTANDBvt3 ANTE OR MAY PERTAIN,TI'TE MI,IMITS SHOD MAY — q?1OD DMIf�1� III E NtAY BE 1SSUFA Lt�alTs re.� CY LU5TON9 AND C073DlTION5 SUCK POL?CP6S•-- IEIZjdS EXC POLICYBCyril, P0),rumMtov Y)N TOp,LLTI =__-- .POI.IL','Hum BER l)A'TE(M (tP.P1lSRAL A4CR1;0A'i'E [:O TYPs OY,NR,IRAHCE LTR PRODVCre,COMFroj O. Py�§t1NAL R ADV.INJURY r.ER,IaAL LIAun•n'+' EACH OCCUBABJ'7Gp —_—.� �COMidEP,C1AL CENEfWL UAg1f-frP r�1 CLA1M5 MADF.�CCtUR pIRE VAMAC8(All- &CC)14— C 1^� ,�R'8 PR41. MEif.BXPEli46 G�4uac Pe�l�am° �I�eS r,OMaINEn sttaOLF _ LiMIT A11TOM�IT,' - BODILY INJURY ANY Am .. ALLOWNADA,1'l?is 0WILTiN URY _ SCNPAULPA AtrrOB 1tIFI&D ALROS bION•OWNPIIA,ITOE PRAPE �r CAMCE LIABILITY RACH OGCURRD7LZ L,ACEJR LIAOILLTY UMBRBLLAPORM OTHER Y4iAN UMBlUSUd rORM TAT LIMIT q STATE MA WORD CObMN$ATIOId ANA 1.00,000 E1VLC3VMl LtARTLIT V SS EACH ACCIIIEI� g pgpORlsTON A ARt1ERE1EliEC�r 70055 75012008 11/1712008 11111/2009 ' 7-t,vm1AsE-pol u�'1'1tvRI 50n0+000 r1mel.II AxE. 100.000 tlacL LRproL EMPLIDI81?-EACkt EMPLDY� COA2MRNTSI AESCRTI'TION OF OP i IONS OR LOCATIONS' LL MEMBERS ARE EXCLUDECY FROM TKE WOR'KMlCompBN'5AT1ON POLICY. ULD ANY OP TIIE A80wE UE"WM 8E CIS IIFb$ +ORS 1R3 BXPIRAIIONDA'TE OWN OF BARNSTAI3LE OF,THE rsAM13COWANY WILL MaMIToMA&XLVXI=,NOTICE TO THE aMT CA-M OIII NAM®TO TM Ltn,BCTFAXttn TON=SUCH p,-O=SEAT,,IMPS NO OZU(PATIc m R L LBII.TPY OF AN.Y rxm Ul'CN THII oOWANY,rM AQEvT5 OR RBI ATIVI 00 MAIN STREET , Y_ANNIS,MA mom tR'fiaRIZED,RSPRMENfAT7 T, 7317 oFt ra,, Town of Barnstable � do Regulatory Services r r • BARNSTABLE, MASS. g Thomas F. Geiler,Director E1639. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 t July 6, 2009 Paul Mazzola p PO BOX 509 Marstons Mills, Ma. 02648 RE: 370 Green Dunes Rd., Centerville Map: 246 Parcel: 207 . I Dear Mr. Mazzola: This letter is in response to application number 200902367 submitted to build an office in an existing unfinished basement at the above referenced address. Unfortunately, the application can not be approved at this time because the construction documents do not show emergency escape conforming to the requirements of 780 CMR 5310.1. Enclosed please find a diagram showing the minimum requirements, and if you decide, at a later. date; that you wish to go forward with the project you must apply again and provide the necessary documents. If this office can be of any further assistance please do not hesitate to call. I may be reached at(508) 862-4034. Sincerely, y . 4Z0 - Local Inspector Q:zoning5 j PERMIT PAYMENT RECEIPT i TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 06/02/09 TIME: 15:23 ------'--,---------TOTALS----------------- PERS $,,PAID 50.00 AMT TENDERED: 50.00 CHANGEPLIED: 50.00 APPLICATION NUMBER: 200902367 PAYMENT METH: CHECK PAYMENT REF: 191 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel"' a; Application 6696 Health Division Date Issued Conservation Division Application Fee Planning Dept: 'Permit Fee" s Date Definitive:Plan Approved by Planning Board Historic = OKH Preservation/ Hyannis Project Street Address 376 &e u" 1>0we,S Village e02T" f�► (�- Owner Avi.y I'n rLi 1V►u Address_ 376 CPii� buLA S Telephone 5D9 3&'r - Permit Request to Esc <r% Square feet: 1 st floor: existing o ed Tend floor: existing proposed Total new Q 70 Zoning District: lood Plain Groundwater Overlay Project Valuation OOD. Construction Type Lot Size 4> Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure PUJ Historic House: ❑Yes 'X No On Old King's Highway: ❑Yes WNo Basement Type: O'Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.)' b Basement Unfinished Area (sq.ft) .2`�� Number of Baths: Full: existing new - Half: existing 1 new ! O Number of Bedrooms: '4 existing'0 new + I e Total Room Count (not including baths): existing new 10 First Floor Room Count,' bV Heat Type and Fuel: Ei Gas ❑ Oil ❑ Electric ❑ Other s Central Air: Yes ❑ No Fireplaces: Existing 1 New - G Existing wood/�6a stove ❑Yes WNo Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑e sing Oew size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: cN3 O Zoning Board of Appeal:Zo thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# _ Current Use ReEAt:,e 1 L Proposed Use 6AM4, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) C4eGC n P9v L MAr2-zd LR Sob -774-4449 Name la•C �-- ur LeeS �N Telephone Number 528 - 4a8 - 18 3g f✓ Address 70 -?>a sc •$"01 License# C D�C4 S Home Improvement Contractor# _I So2953 Worker's Compensation # \A.JCZ'=o?3A ISM ALL CONSTRUCTYNBRIS RESUeLTI FROM THIS PROJECT WILL BETAKEN TO TRA -S,5-R 5 4 ►� 1�v PDDU � SIGNATURE DATE 5 01� O i FOR OFFICIAL USE ONLY APPLICATION# k DATEISSUED r MAP/PARCEL NO. rz ADDRESS VILLAGE 4 OWNER` a /* DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r _PLUMBING: ROUGH FINAL � GAS: ROUGH FINAL r, 4 FINAL BUILDING x DATE CLOSED OUT ! ASSOCIATION PLAN NO. ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map o�14 Parcel G Application # (0 Health Division Date Issued 1 b8 Conservation Division Application Fee Planning Dept. Permit Fee { Date DefiNtive Plan Approved by Planning Board `# Historic,- OKH Preservation/ Hyannis Project Street Address Z70 coewj DC W e!5> Village hjM4<,eCLT- Owner Nu v Address �"7D Co O_W: ,J 1t,.1 _5 Telephone 7/7-4 -O33 - G 1 72 Permit Request E n-P 14f✓S (. ( 70 1J Square feet: 1st floor: existinga7pro00s;;u i gq6 2nd floor: existing 160 proposed Ia50 Total new� Zoning District Flood Plain Groundwater Overlay Project Valuation `LSD 000 Construction Type s�u(otQ 'FAmc k W po-u �fLfaY� 60\-e Lot Size "I� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.;:' Dwelling Type: Single Family,,8 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes deNo Basement Type: 411 ❑Crawl ❑Walkout ❑ hypOther Basement Finished Area(sq.ft.) boo Ste_ Basement Unfinished Area (sq.ft) I'7 5 G Number of Baths: Full: existing �` _ new Half: existing I.' ? new Number of Bedrooms: existing At new Total Room Count (not including baths): existing' knew S First Floor Room Count JG' Heat Type and Fu C7Gas f.;O'.Oil ❑ Electric ❑ Other 8 Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coil stove]Yes ❑ No Detached garage: ❑existing ❑ new size_Pool:❑ existing ❑ new size _ Barn: ❑existing ❑nn-ew =size_ Attached garage: ❑ existing C-new size _Shed: ❑existing ❑ new size _ Other: r Zoning Board of Appeals ZN uthorization ❑ Appeal # Recorded ❑ Commercial ❑Yes If yes, site plan review# v m Current Use 1�' p.<kr�,a hA E2 Proposed Used APPLICANT INFORMATION (B II DER OR HOMEOWNER) Name I�.CZ t�r,.lc�Q/l� aWC. Telephone Number SDR—A-;-P9-59331- Address �j h �r Z� License #�"6 S: 7. ��+ O SOU �1���5 fir— Home Improvement Contractor# 15 okS-3 Worker's Compensation # 40 C OUD -a37-t ALL CONSTRUCTION DEBRI ULTING FRO THIS PROJECT WILL BE TAKEN TO^k r � I G SIGNATURE DATE L� 2c FOR OFFICIAL USE ONLY 7 APPLICATION# DATE ISSUED MAP/PARCEL N0: i ADDRESS ' VILLAGE OWNER ' DATE OF INSPECTION: ` f FOUNDATION Lr FRAME f/h t1as INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. ( i yy.FFq F; C GCI .: 10-31-08 tell, e yrh'ryroa°,a GRIFFIN RESIDENCE 7:l lam •' //// BARNSTABLE 1 of] kmBeamEngine 4.503z2 fJv(71 Materials Database 881 Member Data Description: Member Type:Joist Applications Floor Lateral Bracing"Continuous Both - Standard Load: Moisture Condition: Dry.. Building Code: IBC/IRC k<. Dead Load: 10 PSF Deflection Criteria:. U360 live, U240 total Live Load: 40 PSF Deck Connection: Glued&Nailed'° r• Filename: KYB2 - © 2200 22 0. 0 F Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.750" 554# -- 2 22' 1.750" Wall N/A 1.750" 554# - Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live 1 111#(111p1f) 443#(443plO 2 111#111 I 443#443 1 Design spans 22' 1.750° • y Product:11 7/8"NI-40x 12.0"O.C. Component Member Design has Passed Design Checks.** Minimum 1.75"bearing required at bearing#1 Minimum 1.75"bearing required at bearing#2 " Allowable Stress Design Actual Allowable'' Capacity Location Loading Moment 3065.# 3760.'# 81% , 11.07' Total load D+L Shear 5544 14804 37% 0' ' '`, Total load D+L TL Deflection 0.6740" 1.1073" L/394 11.07'• Total load D+L LL Deflection 0.5392"' 0.7382 L/492 11.0T «t Total load L Control: Moment DOLS: Live=100% Snow=115% Roof=125% Wind=133% .. 4, All product names are trademarks of their respective owners A Copyright(C)1989-2005 by Keymark Enterprises,U.C.ALL RIGHTS RESERVED. F.'1'1'F..R FRIc,F.$,1,LC. "Passing is defined as when the member,Floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for proval.This design assumes product installation according to the manufacturers specifications. d COASTAL PRO SOLID -- SAV N JOIST y ALLOWABLE FLOOR SPANS SOLID-SAWN JOISTS ALLOWABLE SPANS FOR NI JOISTS—40 PSF LIVE LOAD AND 10 PSF DEAD LOAD a NI NI Simple Span Multiple Span Joist Series Joist Depth 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 9'h" 18'8" 1 T-0" 15'-0" 20'-4" 18'•5" 16'-10' 15'-0" nfi , NI-40X 22'-2" 20'-3" 19'-2" 1T-2" 24'•2" 21'-0" 19'-2" 17'•1" _11" -- -_..-- _ 91h" 18'•11" 1T-4" 16'-4" 15'-3" 20'-8" 18'-10" I7'-9" 16'-7" 117/e" 22'-8" 20'-8" 19'-6" 18'-2" 24'-8" 22'-6" 21'-2" 19'-8" }: NI-60 14" 25'-9" 23'-6" 22'-2" 20'-8" 28'-0' 25'-7' 24'-1" 21'-7" 16' 28'-6" 26'.0" 24'•7" 22,-10" 31'-1" 28'-4" 26'-0" 21'-9" 11%" 24'-11" 22'-8" 21'4" 19'11" 27'-l" 24'-8' 23'-3' 21'-7" t NI-80 14" 28'3" J25•_9„ 24,_3„ 22'-7" 30'-10" 28'•0' 26'5" 24'-6" 1 16" 31'-4" 28'-6" 26'-10" 25'-0' 34'-2" 31'-1." 29'-3" 26'-3" Notes: 1.Allowable clear span applicable to residential floor construction with a design live load of 40 psf and dead load of 10 psf.The live load deflection is limited to L/480 or L/360 as shown,and the total load deflection to L/240.For multiple-span applications,the end spans shall be 40%or more of the adjacent . span.Also see notes 2 through 5 below. SOLID-SAWN JOISTS ALLOWABLE SPANS FOR NI JOISTS—40 PSF LIVE LOAD AND 20 PSF DEAD LOAD s• NI 'NI Simple Span Multiple Span r Joist Series Joist Depth 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 9'/z' 1 T-11 16'-4" 15'-5" 13'-9" 19'-5" 16'-10" 15'-4" 13'-8' i NI-40X 117k" 21'•4" 19'-3" 17'-7' 15'-8" 22'-2" 19'-2" 1 T-6" 15'-T z . 18'-2" 16'•7" 15'-81, 14'-7' 19%9" 18'-0 17'-0' 14'-9' 117/e" 21'-8" 19'-10" 18'-8' 17'-5" 23'-8" 27'J" 20'-1' 17'-11" NI-60 14' 24'-8' 22'-6" 21'-3" 19'9" 26'-11" 24'-2" 22'-0' 18'-1' L 16" 27'-4" 24'.]1" 23,_6' 20'-8" 29'-10" 26'-0" - 22'-8' 18'-1' I17A" 23'-10" 21'-9' 20'-6' 191-0" 26'-0" 23'-8.' 22'•3' NI-80 14" 27'-1' " 24'-8' 23'-3" 21'-7' 29'-6" 26'-10" 25'-3" 21'-10" s ' 16" 30'-0" 2T-4" 25'-9"-. 22'-0" 32'-9' 29'-9" 2T•4" STOCKED SOLID-SAW-N JOISTS Notes: 1.Allowable clear span applicable to residential floor construction with 5.These span charts are based on uniform loads.For applications with a design live load of 40 psf and dead load of 20 psf.The live load other than uniformly distributed loads,an engineering analysis may be deflection is limited to L/480 as shown,and the total load deflection to required based on the use of the design properties. L/360.For multiple-span applications,the end spans shall be 40%or 6. For ceramic tile applications,spacings greater than 16"o.c:are typically more of the adjacent span. not recommended. 2.Spans are based on a composite floor with glued-nailed sheathing meeting the requirements for APA Rated Sheathing or APA Rated STURD-1 SI units conversion: 1 inch= 25.4 mm,l,foot='0.305 m FLOOR conforming to PRP-108,PS 1,or PS 2 with a minimum thickness of 19/32 inch(40/20 or 20 oc)for a joist spacing of 19:2,inches or less, or 23/32 inch(48/24 or 24 oc)for a joist spacing of 24 inches.Adhesive shall meet APA Specification AFG-01 or ASTM D3498. 3. Minimum bearing length shall be'13/4 inches for the end bearings,and 31h inches for the intermediate bearings. 4. Bearing stiffeners are not required when I-joists are used with the spans and spacings given.in these tables,except as required for hangers. 5 �ppiHE Ipk�� Town of Barnstable ` BARNSTABLE. Regulatory Services ' MASS. t639 `0 Building Division pTED MAC a, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 370 G ree^ o n e s / Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1 n f ✓ U�G�.I 10 � W�n�OW We hS A seCU -r_ 11I / ( vex--- oA�I c.. AD kM Jow �✓ p 11 I / y \ Oi-eGch ,�n ("Grac,C PnP✓ctTiur t yacleyH, s4o -�o 1DGS("e Qrfcyer �-L' O ')y /t . © .4 J Der�:.� �ase� e�T r-(?4 u� r(S I VNS\A- cat'g r WOAS l Please call: 508,, -K,t�,8//6,,2-4©3/8' for re-inspection. Inspected by L.�. ! Date S)2 2-)"U .4,�;,�'"aFe; +fJi++ypfv..'d..t.,2.�.t.sYi,r:w1;.�..:-,.•-,,;::r r,.,.� , .. > .... �� � Y .. �, ��-�. ,.: _ "'"' .;�a' 'd� 7 y {y}^ys.',,�a'.r�*k�a:3✓!'r rr.+�:n„:: �,+�}' �A `oF,ME, ti Town of .Barnstable BARNSTABLE. Regulatory SVL V ices MASS. - �0r Building Division 200 Main,Street,,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspectionr�� Location 170 G rc e 1)V...., s Permit.Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ►'t.4—f )'J � � t yc in lc,�o plecd L+ e .')e e j 7fo tie f .5 e(5 el rI-et a4 .f�SSE' 164 1_ r / .Sea: mar � 4107X. Please call: 50�8-862-4038 for re-inspection. Insp fch o/by Date 09/18/2008 THU 16: 09 FAX 508 790 1677 FAIR INS j 12001/002 ACORTu CERTIFICATE OF LIABILITY INSURANCE 09/18/zoos PRODUCER (508)775-3131 FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 430 HOLDER,THIS CERTIFICATE.DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIL# INSURED T e Waquoit Group LLC-DBA GCI Builders, Inc. INSURER A: National Grange PO BOX 509 INSURER B: Savers Marstons Mills, MA 02648 INSURERC: INSURER D: INSURER E: COVERAGES ---- THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 01DD' TYPE OF INSURANCE POLICY NUMBER " POLICY EFFECTIVE POLICY EXPIRATION DATEIMMADDOM LIMITS GENERAL LIABILITY MP143707 05/28/2008. OS/28/2009 EACH OCCURRENCE $ 1,000,00 )( COMMERCIAL GENERAL LIABILITY �v DAMAGE TO RENTED $ SO,OO CLAIMS MADE a OCCUR MEO EXP(Any one person) $ 51000 A PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG $ 2,000,000 POLICY jR�T LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea acofdenf) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NONAWNEDAUTOS (Per accident) $ N I PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ HANY AUTO OTHER THAN EA ACC $ ' AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE .,� $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC0002374 05/28/2008 OS/28/2009 WCSTATU• DR Tm EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 100,000 B ANY OFF CERIMEM ER E ECUTIVE EXCLUDED? E.L.DISEASE•EA EMPLOYEE $ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIMIT I$ 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1S DAYS.WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, . DAN GRIFFIN BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 370 GREEN DUNES OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. WEST HYANNISPORT, rMA AUTHORIZED REPRESENTATIVE C• 11(athySilvia/FAIISl ACORD 26(2001108) FAX: (508)428-9834 CACORD CORPORATION 1988 A s/18/2008 THU 16: 10 FAX 508 790 1677. FAIR INS 3002/002 r _ F • IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the.certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Cerfifiicate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon, ACORD 25(2001108) 3 9 :r REScheck Software Version 4.1.2 Compliance Certificate Project Title: G.C.I. Builders Report Date:oliit3/08 Data filename:Untitled.rck Energy Coda; Massachusetts Ener Code Location: Hyannis,Massachusetts Construction Type. 1 or 2 Family,Detached Heating Type: other(Non4Eiecttic Resistance) Glazing Area Pemntage: . 20% Heating Degree Days: 6137 ` Construction Site: Owner/Agent: Designer/Contrdctcir: GrffNrt Residence G.C.I.BuNders Colony Insulation,lm: 370 Green Dune Road Paul Mazzola West Hyar►nlsport„MA PO Box 509 28 Jonathan Bouma Drive PoCagset„MA 02559 Marston Mllis„MA 02648 508f63.6049 508-7764499 Compliance:2.7%Better Than Code Maximum UA:73S Your UA:715 GrossAssembly AreA e • i• CW"1:Flat Ceiling or Sdssor Truss 1104 30.0 0,0 3"$ Ceding 2:Cathedral Caging(no ottic) 400 30.0 0.0 14 Calling 3:Flat Ceiling or$cissor Truss 2000 30:0 0.0 Wall 1:Wood From,16"o.c, 70 nts 3440 19.0 p.0 160 Window 1;Wood Frame:Double Pane with Low-E 705 0.350 2d7 Door 1:Solid 66 0.350 23 Floor 1:AI�Wood J01atlTnJss:0Wr UncoWWoned Space 30M 19.0 0.0 Floor 2:AN-Wood JoieyTruss:pyer Unconditioned$pool 624 30.0 O.0 f 41 Pomace 1:FMW Hot AIr82 AFUE 21 Compliance Statemsnt: The proposed building design described here 16 consistent with the building plaru,spe Awfions,and other Calalations submitW with tho permit application.The proposed building has been designed to meet the Massediusstts Energy Code requirements in REScheck Version 4.1.2 and tD comply With the mandatory requirements listed in the RE3Check Inspection Checldist, The heating load for this building,and the cooling load 0 apprnpllate,has been determined Usinglire Conditions found in the Cade.The HVAC applicable Standard design load as speo"' s 7t30CMR 1310 ands Aselect9d heat or cod the buildi greater than 126%of the design o Flame-Title SI re Date i . i l I I i I Projer Title:G.C.I.Builders Data filename:Untitled.rck Page 1 of 4 Report date:01/16i08 i ZOOZ NOI,LV'IfISNI AN0103 LTT96959OS XU TO:CT SOOZ/9T/TO REScheck Software Version 4.1.2 inspection Checklist Date:01118l08. Collings: ❑ Ceiling 1:Fiat Caning or Scissor Trues,R-30.0 cavity,insulation Comments; ❑ Ceiling 2:Callmdral Calling(no attic),R•30.0 cavity insulation Comments: CI Gelling 3:Flat Ceiling or Scissor Truss,P 30,0 cavity insulation Comments: Abov"rade Walls: ❑Wall 1.Wood Frame,16"o.c.,R-19.0 cavity Insulation Comments: Windows: i Q Window 1:Wood Frame:0ouble Pane with Loan-g,U-lactor:0.350 Far windows without labeled U-factors,describe features: #Pahas—Frame Type Thermal Break?„_y Comments: es z No i Doors: D Door 1:Solid,"CI&o.350 i floors: 0 Floor 1:Aq-Wood J018NTiu88:0ver Ur=ndifioned Spare,R-19A cavity insulation Comments: ❑Floor 2:al-Wood JoWRI85:0ver unconditioned Space,R Comments; O.o cavity insulation Hosting and Cooling Equipment ❑Furnace 1:Farm Not Air,82 AFUE or higher Make and Model Plumber. Air leakage: O Joints,penetration%and all other such op®nings In the building en ❑ When installed In the building enve �01e that are sources of air leakage ar8 sealed. 1 ��wed lighting 6xluMdk"eat one of the following requirements: TYPe iC rated,manufactured with no penetrations between the Inside of the recessed I gasketed to prevent air leakage into the unconditioned space. fly an,t ceillng sty and sealed or I Type IC rated,In accordance with Standard ASTM E 283,w►th no more than 2.0 cim(0.944 Us)air movement from the the +I hall a lab space t0 tits ceiling cavty.The lighting fixture has been tested at 75 PA or 1.57 ibsllt2 pressure differonce and I shah ti labeled. Vapror Retarder.. I ❑ installed on the Wamr-in-winter side of all non•vented framed ceilings,walla,and boors. I. Materials Identification: Materials and equipment are Identified so that compliance can be determined. i Project riffs.G.C.I.auildars ` Dad filename:UMMW,tck Page 2 of 4 Report date:01/16/08 cooIM NOI, vinsNI AN0100 LTT9V99808. %Vd TO:CT SOOZ/9T/TO ❑ Manufacturer manuals for all installed heeling and Cooling equipment and service water heating equipment ha CI Insulationve be Insulation R-values,glazing U-1actors,and heating equipme efficiency are . dearly marked on tits bultiiing plans oven been provided. ❑ Insulation is installed according to manufactuWs instructions,in substantia manner that achieves the rated R-value without compressing the Iruulati n.tiel contact with the s'ufacM tb3i ng insulated,and in a Duct Insulation: ❑ Ducts ere insulated per Table J4.4.7.1. Duct Construction: ❑ An sooessittle joints,seams,and connections of supply and return ductwork located outside conditioml specs,including stud bays or Joist cavities/spaces used to transport air,are.seaied using mastic and fibrous bac idng impe instaled accordin to the manufacturer g s installation Instruedons.Mesh tape may be omitted wf�re gaps are less titian 1/8 Inch.C uct tape is not permitted. Q The HVAC system provides a means for balancng air and water systems. Temperature Controls: ❑ Thermostats exist.for each separate HVAC system.A manual or automatic means to partially restrict or cooling input to each zone or shut off the heating and/or floor is provided. Heating and Cooling Equipment Sizing: \ 0 Rated output capaoity of the headng/cooiing system is not greater 1310 and J4.4. than 125%of the design load as specified In SeCOOns 7MCMR Circulating}tot Water Syst&ns: ❑ Girh;ulating hot water pines are insulated to the levels in Table 1. Swlmrnin,Pools: ❑ An heated swimming pools have an Wof#heater switch and a Cover unless over 20%of the healin ens sources.Pool Pumps have a time cock. g 1fy from►amdepletable Heating and Cooling piping Insulation: d 14VAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are.insulated to the levels in Table 2. I i i 1 f i PrnJed Title; G.C.I.Builders Data filename;Untitiedink Rage 3 of 4 Report date;01/16= V001M NOIZt''It1SNI AN0103 LTTM2902 YVa 90:9T 9009/9T/TO r , b Table 1:Minimum insulation Thickness for Circulating Hot Water Pipes Insulattdn Thlckness In Inches by Pipe Sizes Nan4lrculittlnq Runouts Circulating Mains and Runoufs TempeHated Water re(°F) Up to 1" Up to 1.25° 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140.150 0.5 0.5 1.0 r 1.5 100-190 0.5 0:5 0.5 1-0 I Table 2.Minimum Insulation Thickness for HVAC Pipes Irmui2tion Thickness In Inches by Pipe Slz is Fluid Temp. 2"Runouts 1"and Less 1.25"to 20 25"to IV Piping System Types ('F) i Hung systems i Low PrmunafTempersture . 201-250 1.0 14 1.5 2.0 Low Temperature 120-MO 0.5 1.0 1.0 1.5 Steam Condensate(fer feed water) Any 1.0 1.0 1.5 2.0 i Cuing Systems ` Chilled Water,Refrigerant and 40.55 0.5 0.5 0.75 1.0 Bmre Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Bullding Department Use Only) i Pm)W Title:G.C.I.Bullders Page 4 of 4 Data filename:Untltled.rck Report date:011108 soon MOI,LVIISMI AN01I00 LTT9694805 %Vd ZO:ST 800Z/9T/T0 ;`Doc: 1 :0 4 0 r 297 2 L-2006 11 :21 i_ B��if+ESTAErLE (LE�f+iD COURT REGISTRY BARNSTABLE �b TQ N CLERK Town of Barnstable `UN 20 A 9 .40 Zoning Board of Appeals Decision and Notice Appea12006-051=Regan Variance- Section 240-11 (E)Bulk Regulation,Minimum Lot Area Created a buildable undersized lot from a lot that has merged due to common ownership of adjoining lots. Summary: Granted with Conditions Petitioner: J.Regan and Mary E.Regan Property Address: 370 oAd 354 Green Dunes Drive,Nest Hyannisport,ARIA Assessor's Map/Par ap 246 as parcels 207 and 208 Zoning: Residence D-1 Zoning District Relief Requested &Background: In Appeal 2006-651,the applicants are seeking to unmerge two undersized adjoining lots that are being held in common ownership. The subject two lots are; 370 Green Dunes Drive; (Assessor's Map 246,parcel 207), a vacant comer lot of 0.68 acres and 354 Green Dunes Drive, (Assessor's Map 246,parcel 208),developed lot of 0.74-acres. The Ewo lots`were created by Land Court Plaid 15694 D recorded at the Barnstable Registry.of Deeds in, 1954 and are shown on that subdivision.plan as Lots No.'s 12 and 1.3. The lots c&fomied to zoning, requirements.at the time they were created..` The two lots were transferred.to the.Apphcaidts, Stanley J Regan and Mary E.Regan on July 2, 1974,by one deed recorded at the B amstable Registry of Deeds.as Certificate No. 62293. 354 Green Dunes Drive(Lot No. 13 on the subdivision plan was the developed with a single-family dwelling in 1977). At the time of lot transfer and development of the dwelling,both lots were legal buildable lots as they. conformed to zoning at that time which required 20,000 sq.ft. minimum lots. The districts requirements remained the same until 1985 when Article 1 was adopted.Article l.required a 1-acre minimum lot area for all zoning districts in the Town. Section 420-91(B),Common Lot Protection provided five years of grandfathering on the subject lots and in 1990 the lots merged as one for zoning purposes as required in ,.MGL Chapter 40A, Section 6. Procedural &Hearing Summary: This_appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 01, 2006. A public hearing before the Zoning Board of Appeals was.duly advertised and notice sent,to all abutters in accordance with MGL.Chapter 40A The hearing opened on June 07,2006,,at which time the Board found to grant the variance subject t` n conditions herein., Board Members.deciding this appeal were Daniel M,Creed III,Ro S. Jansson,James f - - .`4 !• Fes, ,..,.. ,, ::. .. '.s. ... R.Hatf eld;Jeremy Gilinore and Chairman; Gail C.Nightingale. t - i Attorney John W. Kenney represented the applicants. He introduced Mrs.Regan and stated that Mr.Regan could not be present due to his health. Mr. Kenney stated the history of the lots. In 1977,the Regan's purchased the two lots for$ 32,000.At this time,both lots were independently buildable. The Regan's built a home on one of the lots. The second lot was purchased as an investment property. Over the years,this lot was taxed as a developable lot. In 1954,this area was subdivided and was Zoned Residence B. This zone required a minimum lot area of 10,000 sq.ft.to which the lots all compiled. In 1970,this area was rezoned to Residence D-1 requiring a minimum lot area of 20,000 sq.ft. to which the lots also conformed. However,in 1985 the minimum lot area increased to 1-acre zoning,therefore,the merging of lots came into effect..In 1990,five years after that zoning amendment, the two.lots merged as provided in MGL Chapter 40A, Section 6. Mr. Kenney stated the assessed value of the two lots and noted that no vacant land exists to make these lots conform All of the surrounding lots are similar in size and developed. Therefore,granting this variance would not be a substantial detriment to the neighborhood. Mi. Kenney submitted letters in support and noted the one letter in objection was not a direct abutter. In justifying this variance,Mr. Kenney noted that the subject lot is a comer lot and the lot lines are off-set from the developed lot. The ability to use the two lots together as one would be hampered.A walking path traverses the lot as referenced in the subdivision plan. Public comment was requested and no one spoke in favor or in opposition to the request. Chairman Nightingale cited the letters submitted to the file. The letters in support are from Ruben G. and Anne M. Deveau of 367 Green Dunes Drive,James J. Meehan, 30 Green Dunes Drive, and Francis O'Harra and Joan O'Harra,379 Green Dunes Drive. A letter form Francis M. Vazza of 86 Green Dunes Drive has been - submitted in opposition to the grant of the Variance. Findings of Fact: At the hearing on June 06,2006,the Board.unanimously made the following findings of fact: 1. Stanley J.Regan and Mary E.Regan are owners of the property addressed 370 and 354 Green Dunes Drive,West Hyannisport,MA. The lots are shown on Assessor's Map 246 as parcels 207 and 208. They are located in a Residence D-1 Zoning District and the Resource Protection Overlay District. 2. The Applicants have applied for a Variance to Section 240-11 (E)Bulk Regulation,Minimum Lot Area. These lots are located in the Resource Protection Overlay District. This district requires a minimum lot area of 2-acres. The subject lots are only approximately two-thirds of an acre. 3. The.two lots were created by a Land Court Plan. Plan number 15694, sheet D recorded at the Barnstable Registry of Deeds in 1954. When created,the minimum required lot area was 10,000 sq.ft. It was later increased to.20,000 sq.ft. by the rezoning of this area to Residence D-1 in 1970. The lots exceeded that minimum and in 1974 when purchased by the Regans. The two lots were purchased for$32,000, which represented fair market value at that time. 4. The lots remained buildable until 1990,five years after the Zoning Change to 1-acre and the expiring of that common lot protection provided in MGL Chapter 40A, Section 6. In November of 2000,the 2 Resource Protection OverlayDistrict was imposed in this area of the Town. That am p ended requirement stated that all buildable lots created after November of 2000 must have a minimum of two-acres. 5. The applicants have owned Lot 12 and Lot 13 since July 2; 1974. They have been separately taxed as buildable lots since 1974. Lot 12 is assessed at a land value of$438,200. Lot 13 is assessed at a land value of$560,700. There is no land available for the Petitioners to acquire to bring the lots into conformity with the minimum lot area required today. 6. The vacant lot is being assessed as buildable.The Regan's are being taxed based on that lot as buildable. Changes in zoning and the doctrine of a merger are not easy concept to understand or commonly known. The.variance being requested is not creating a new lot as this lot was previously a buildable lot and is similar in size to other lots in the subdivision. 7. The granting of this variance does not represent a substantial detriment to the neighborhood or . derogation from the Ordinance. In this instance, a literal enforcement of the provisions of the Zoning Ordinance would involve a substantial financial hardship..The applicants intended to use this land as an investment to assist in retirement. In addition,the Regan's find themselves in greater need,due to family circumstances. 8. No other fording is being made with regards to MGL Chapter 40A, Section 10. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the appeal with the following conditions: 1. This variance is granted to permit Lot Number 12 and 13 as shown on Land Court Plan 15694 D. These lots are considered separate and buildable lots under zoning. 2. Construction shall comply with all applicable Building Division and Fire requirements and shall comply with Board of Health Title 5 requirements without variance. 3. All mechanical equipment associated with the dwelling(air conditioners,electric generators,etc.) shall be located and conform to all required setbacks for the district and screened from neighboring homes and the public right-of-way. 4. This decision must be recorded at the Barnstable County Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any building.permits are issued. The relief authorized must be executed within one year of the granting of this permit. Execution shall include the transfer of the lot into separate ownership and/or initiating building upon the lot. The vote was as follows: AYE: Daniel M. Creedon III,Ron S.Jansson,James R. Hatfield,Jeremy Gilmore, Gail C.Nightingale NAY: None 3 I Ordered: Variance 2006-51 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty,(20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ga' C.Nightingale, C irman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this Lday o, !o der e pains and penalties of pe'j* . l 4 r ' II Linda Hutchenrider,Town C1erk 4 "q JOHN W. K.ENNEY ATTORNEY AT LAW 12 CENTER PLACE n 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS.02632 TELEPHONE 771-9300 FAX NO.TT5-6029 AREA CODE 508 """ a-mail:jii n fwkes q•com September 6, 2006 Art Traczyk, Principal Planner Town of Barnstable Zoning Board of Appeals . 200 Main Street Hyannis, Massachusetts 02601 Re: Stanley J. and Mary E. Regan No.: 2006-051 Dear Mr. Traczyk: Enclosed for your file please.find a copy of the Decision as recorded at the Registry of Deeds. Please feel free to contact me if you have any questions regarding this matter. Very truly yours, John W. Kenn JWK/mmc Enclosure cc: Thomas Perry, Director, Building Division Mr. & Mrs. Stanley J. Regan HE to Town of Barnstable Building Department - 200 Main Street BARNSTABLE, # Hyannis, MA 02601 9 MASS. (508) 862-4038 ArED MA'S A Certificate of Occupancy Application Number: 200707212 CO Number: 20080331 Parcel ID: 246207 CO Issue Date: 06/05/09 Location: 370 GREEN DUNES DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: G.C.I.ITHE WAGUOIT GROUP LLC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Co 5 0� Building Department Signature Date Signed �?I� TOWN OF BARNSTABLEr� a ` Tgwti ufldi : Application Ref: 200707212 i BARNSTABLE, Issue Date: 12/10/07 Pet 9 MASS, 1639• Applicant: G.C.I./THE WAQUOIT GROUP LLC Permit,Number: B 26073043 Proposed Use: DEVELOPABLE LAND . Expiration Date: 06/08/08 Location 370 GREEN DUNES DRIVE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 246207 Perrnit.Fee$ 2,460.00 Contractor G.C.I./THE WAQUOIT GROUP LLC Village CENTERVILLE App Fee$ 100.00 License Num 057034� Est Construction Cost$ 600,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY RESIDENCE THIS CARD MUST BE KEPT POSTED UNTIL FINAL (NEEDS UNDERSIZED LOT DOCUMENTATION INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: REGAN, STANLEY j BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 3 JEFFERSON RD INSPECTION HAS BEEN MADE. WINCHESTER,MA 01890 Application Entered by: JL Building Permit Issued By: 1� A"a•r, THIS PERMIT CONVEYS NO RIGHT;TO OCCUPY ANY STREET.ALLY ORSIDEWALK OR ANWPART THE Ct l,EITHER TEMPO RARILY,OR;PERMANENTLY. ENCROACHENIENTS ON PUBLIC PROPERTY,NOT SPECIFICALLYPERMITTED UNDER THE BUILDING CODE,MUST'BE APPROVED BY,THE JURISDICTION.1 STREET OR ALL,Y4GRADES AS WELL AS DEP.TRAND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE'DEPARTMENT OF PUBLIC WORKS."A THE ISSUANCE OF,:THIS PERMIT DOES'NOT RELEASE•THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). .5.INSULATION. 6.FINAI.INSPECTION BEFORE OCCUPANCY. r WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT,WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PFRV11T IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ift jj p. in A BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 x . 3 w �r3l�q � 1 Heating Inspection Approvals Engineering Dept q, Fire Dept ,y ?�< -- �<, 2 Board of Health t_v- it-I f 4/�u ��' 1 h to �)S II 2j l nh- ;6 LOT 12 �cP 30,880f SFdo FUTURE GARAGE 4a 9 I CONCRETE FOUNDATION T.F. = 25.8 , .44 °8 0 .? ply FOUNDATION PLOT PLAN DCE #06-275 . PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION ; 370 GREEN DUNES DRIVE WEST HYANNIS PORT,MA PREPARED FOR: SCALE : 1" = 40' DATE : APRIL 21, 2008 DANIEL GRIFFIN JR. REFERENCE ; ASSESS.MAP 246 PCL.207 LCP 15694 D � N OF Mgs, sgc I HEREBY CERTIFY THAT THE STRUCTURE o� DANIEL do SHOWN ON THIS PLAN IS LOCATED ON THE. s GROUND AS SHOWN HEREON. , A. OJALA off No.40980 I fax 506 362-98W 660 - O �O down cope engineering, inc. U �o CIVIL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SUR OR r - 2>76, LOT 12 30,880f SF o FUTURE GARAGE , 48.9 I I I I CONCRETE FOUNDATION T.F. = 25.8 •, 30 8' y • Q� 308 NN• �� o Q • FOUNDATION PLOT PLAN DCE #06-275 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 370 GREEN DUNES DRIVE WEST HYANNIS PORT,MA PREPARED FOR: SCALE : 1" = 40' DATE : APRIL 21, 2008 DANIEL GRIFFIN JR. REFERENCE : ASSESS.MAP 246 PCL. 207 LCP 15694 D �ZN OF Mqs , I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE ��� DANIEL GROUND AS SHOWN HEREON. o A. _ OJALA fox 5W 362-BSO q No.40980 O Q' down cape engineering, inc. �r2�lD \ a ss\ Cl wL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVE OR IKE Town of Barnstable BARNSPABLE : _ Regulatory Services. Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 ` Inspection Correction Notice 7 Type of Inspection,,,,4L`- ,. Location ?7 C G,r-a-, Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v ,V�.`�i . G1n l� PTO Q.•e. C 1 �n crl ��kJ � C.w+� o� j ��7 l'✓ t'/ec1�yq,uiir�M4 LNY l o��,a i.,e,> �C�'G :Ito' C-,rl All ie .Sec .e y t . C - for, Please call: 508-862-4A�for re-inspection. ° - . Inspected by . 14 Date%&/oc "'' SEPTIC PROFILE SYSTEM DESIGN: TOP FNDN. AT EL. 26.0' NOTES(NO1 r ACCESS COVER t0 WItMN 6"OF FIN.GRADE ACCESS COVER i0 wIMN 6.OF VAN.GRACE SCNE) DE ACCESS COVER TO NTMN 1"OF IN.GRADE 1. DATUM IS ASSUMED GARBAGE DISPOSER IS ALLOWED Access�covca(WArERTICHp i0 %cke 25.3' N1MN;,:Di FIN.GRADE 24.8' 2A.5' AIMUM.75'OF COvEa wER PRECAST / }. 2%SLOPE REOu1RED.OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE DESIGN FLOW: 6 BEDROO MS.0"110 GPO - 860 GPO M24.TUSE A 660 CPD DESIGN FLOW - RUN�iPE LEVEL 2"DOUBLE wASNED,PEASTONE 3, MINIMUM PIPE PITCH TO 8E 1 8 PER F00T.I FFIRST E OR GEOTEXPLE FABRIC. /PROPOSED 1500 "PROPOSED 10nnI 3' MAX. 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO GARBAGE GRINDER - 2 TANK$ IN $FRIES PER 75.223(i) (C) & GLLON SEPTIC 1}• GALLON SEPTIC 2 r ]L� H=1015.225 ^ 22 8' 2 09t(1/j, ' rANK(N-6 GS TA.P!(N- t0) �„� .SEPTIC TANK: 660 CPO (2) - 1320 GAL. REQUIRED. USE 1500 2ri CAL. SEPTIC TANK .. .64 O O O a o 0 o o 5. PIPE JOINT$ TO BE MADE WATERTIGHT.2.5 > 7 -1 21.12' F0 O H O O O OSECOND TANK 660(1).fi60 GAL REQUIRED. USE 1000 GAL SEPTIC (-x SL°pE) 6•CRvsNED SToNE OR uECNAnIUL 6'CRusNEO 5 NE OR uECNANI� j L 0 0 Q Q M M Q p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHCOMPACTION.(15.221(21) COMPACTION.(15.221(21) I MASS. ENVIRONMENTAL CODE TITLE V.TANK. ( 2' O O O a a 0 O t9.12'OEPTN OF FLAW 0' ( 1 x SLOPE) c x SLOPE) (� SLLpE) _USE A 1500 CAL. SEPTIC TANK AND A 1000 GAL. SEPTIC TANK IN TEE S12E5: F �3/a"TO'1 1/2 DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO$FRIES. INLET DEPTH. In �J BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.1500>1320, 1000>660 - OK. OUTLET oEPTN. 14" �j - 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4'PVC. LEACHING: (•,.5 X DESIGN FLOW 990 GPO) FOUNDATION- II' SEPTIC TANK 1 4' -SEPTIC TANK 2- 8' D' BOXii' }5' LEACHING 8.7' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED SIDES: 2(76.50 + 12.8}) 264.41 GPO jJ FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. BOTTOM 76.50 x 12.83 ("74) - 726.31 GPD - 10-CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING TOTAL: 1.338.81 S.F. 990.72 CPO DIGSAFE(1-888-344-7233) AND VERIFYING THE LOCATION USE(6)500 GAL. LEACHING CHAMBERS(ACME OR EQUAL) BOTTOM TEST HOLE X2 EL. 10.4- OF ALL UNDERGROUND&OVERHEAD UTILITIES.PRIOR TO LOCUS MAP WITH 2.75'STONE AT ENDS AND 4' AT SIDES AND IN BETWEEN. �, COMMENCEMENT OF WORK. SCALE I -2000'3 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ADDRESS: #370 GREEN DUNES DRIVE. WEST HYANNISPORT, MA • GARBAGE GRINDER - SEE 15.240(4) - I.I REMOVED 5'BENEATH AND AROUND THE PROPOSED - ASSESSORS MAP 246 PCL 207 / 44jt( - LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL N250001 0008 0 DATED 6/2/1992 11 III 12. ANNUAL PUMPING OF PRIMARY AND/OR SECONDARY Ma \ SEPTIC-TANK IS RECOMMENDED-PER TITLE V(DUE TO APPROVED - DATE BOARD OF HEALTH '\, GARBAGE GRINDER). , TEST HOLE LOGS e'PICKET FENCE\/\, ZONING SUMMARY MAX.SPACING 4 \, _ ZONING DISTRICT: RO-1 RESIDENTIAL DISTRICT DAVID FLAHERTY, RS ENGINEER: /\ � (�' \ 'k. REQUIRED PROPOSED \ \ ', N. // �':4f _ MIN. FRONT SETBACK 30' 30.5' WITNESS: DONALD OESMARIS. IRS STAKE / \ •° MIN. SIDE SETBACK 70' t0.3' DATE: 12/7/06 g' / _Lot 12 \ �.�q MAX.REARBUIL E HEIGHT 0• 30 PERC. RATE _ < 5 MIN/INCH '\ / 5 \ LEGEND - / Are-30.8803 Sq. CLASS I SOILS P# 11536 A, \\ `• • - SITE iS LOCATED WITHIN AP - AQUIFER . / PROPOSED SPOT ELEVATION PROTECTION OVERLAY DISTRICT r �� I Bs \s \•\ 100.0 EXISTING SPOT ELEVATION 4 ELEV. ELEV. / SE 11 \ 00 PROPOSED CONTOUR p' 25.1' p^ 24.9' ��. 'O_ - 225. 4 . - O- 24: / I ° �•\; N�11•`'L 100-EXISTING CONTOUR OWNER OF RECORD A- - _A- - / 6 ° I \ 11 1 DANIEL GRIFFIN;JR. LS - - LS- /0,6•/ O { t \ 346 RIVERVIEW ROAD 14" 10YR 3/4_ 23.9' 12" 10YR 3/4- 23.9• STAKE / �' \ \�\ f( CENTERVILLE.MA 02632 SET \ LS - 'LS 1 BENCHMARK: 40" IOYR 6 8- 21.6' - w s'PICKET FENCE �y^'� '1000 / / DMH CENTER A REFERENCES 43" 10YR 6 8_ 21.5• / / GAL" ✓'. 1 CATCH BASIN I MAX.SPACING A"� O (TV. Ti O SEPM I ELEV..it.23 C1 / A„� / I i LAND COURT DOCk 1059462-1 TN-A I 1 I LAND COURT CTFN 132653 PE RC FMLS a'VINYL COATED ' _ 2.5YR 6/4 C1 CHAIN LINK FENCE. - BIT.CONC I ` FMLS MAX.OPENING 1//4 / 2 ° saM- ORIVEWAY PLAN REF LCP 75694-0 84' 2.5YR 6/4 17.9' 4JJ 'o. / TE Kc ORCH C2 C2 PROPOSED 4'GA1E ERGOLA FMS FMS ?PE.LATCH ON NSIDE DLITY POLE 2.SYR 6/6 - 2.5YR 6/6 STAKE ( ) / , / I r OVERHEAD"RES ' SET / 2n4 FLOOR E OVERHANG /pOQ ENEO 41� / 16/ �/i -_ 1 i 144" 13.V 174" 10.4' G"Ace' /I I lil-I NO GROUNDWATER ENCOUNTERED 1qJ I A2 pROPOs, TOP OF WALL --41 I-� ELEV. ELEV. ELEV..27.5 25.1' 2 4 25.1' 5" - O- - 24.7- 6. - -O- - 24.6' SITE PLAN W LS - _ -A_ C\ t H `7 l5- - -BENCH / G\` V IS" tOYR 3/4 23.9' 16" tOYR 3/4- 23.8' ( P., la aOo PORCH 3/4 /.'✓ - #370 GREEN DUNES DRIVE - ry ' 'I NATIVE / B- - - 9- - ° /61 n 1 pRAN S WELL /'i DRIVE- E .1 Q . 40" ,oYR 6/8- 21.8' - Ls LS- 1 PROPOSED GATE .., WEST HYANNISPORT, MA - 42" tOYR 6/8- 21.6 �Lo4 E~ PENING ODTN(ARO / Cl - - T`ON N51D4 I �,J/ � ', COBELEt EDONG .PREPARED FOR FMlS FMlS SET X�- -` .\ v I STEP) 1 1 .I (TI,I 70" 2.5YR 6/4 t93• 0 1 ,,.� \ ;2 a1STEP ' DANIEL GRIFFIN JR. 72^ 2.SYR 6/4 19:1'', STONE 4O, \/ REMOVE , oalv¢WAr �Isr,e>. / I - DATE: OCTOBER 29,,2007 ENCROACMNO II I \ ^, SHED ' BACKWASH J\ \l\ STAKE I ,� I' aEac C2 C2 PIT 4'X6' \\\SET Scale:1"-20' FMS FMS - - \ \,-- ��'� { i COBBLE APRON 2.5YR 6/6 2.5YR 6/6 I /, (T�") 0 10 20 30 AO 50 FEET 149" 12Z 156' 12.1' BENCHMARK: - FIRE HYDRANT TAG oN 506-J82-4341 BOLT µ22 ELEV. la.SOB J62-IlM NO GROUNDWATER ENCOUNTERED - � ELEV..21.12 - ' down cape engineering, Inc. UNSUITABLE-SOIL 't � LAND SUR vEYORS 9J9 Main Street YARMOUFHPORT, MASS. _ DATE DANIEL A. OJALA, P.L.S.,PE. �j OCE/07-153 `1 07-153 SITEDwG(ARC) I ... Imperial 2' RADIUS RECTANGLE DtBTRIBUiIUN _ _�- .NOW 41 MIN.CONCRETE DECK ALUMINUM COPING (2000 pd MLlOMUM) - r.�'. ,•`+: ; •,.:s. . .. 'FILE 09052906 ' S' FLANOME AT TOP&F30TTOM a ;•� 5 ;:: ;\/ W OF PANEL. 5/8'e THREADED ROD 1 ,, JY o \� ' ALL 151CKnLL TO DE - �� NON-EXPANSIVE SOIL 6 8' o 8 2 12'BEN r✓ D EA.v e r� A1TEL ENO \ 6.11 s- a//e•e LTDLTs� ' �. .k NUTS M.EA PANEL END _ - { , VIM LINER .' // \ - - - - - 4� 4'-r "' GALV.3SiA1� 4. ' --- —_- - '__- -— _ - --- ---• - - _._ 2H•xo.li2aSo N/uie•BRACE -MNOOKCRErxv. - l DEEP DEEP .SPECIAL �y_�i 34` 16'x ZR INSIDE MIN:FILL ��'+q IUd iG t a ELgw TTE 1(i CORNER STAIR 3 ,•ti .: r. .a TT I 1#' �'�" WMEPICH RIGHT • TYPICAL .WALL SECTION- AT , A_ FRAME i 2R r - - i I ' 1 Pod M designed for use below grade water table Is a minimum of 4 8'below gradg 2 Back flU With dean earth free of roots and debris.Do not allow the height of belt Milo exceed the height of the water in the pool.by more than 8"nor the water in exceed the-bade fill by mom than 6. , 3 Pour 2'0"PSI concrete footing around entire perimeter,minimum 8"'deep. r r 4 3 wide concrete deck is to be poured at least 3 thlckness and a slope of/'to 1 away from the pool. fi All kaide pod dimensions are 10 be finished dimensions. B Finished:bottom Is to be 2"minimum of suitable material or and sturbed earth. 7 A safetyllne wtth buoys,is to.be permanently attached I'0'.to.the shallow side int of firsCslope C arige . E e Stahs For all stair layouts,refer to Imperial mstallation manual.: ANSUNSPI—TYPE II POOL of the po g Construction Drawfng Ddferent methods and preputions maybe dictated by various ground conddbns This is to be determined by and is the responsiWlity of the contractor who is not an agent of the manufacturer of the POOL COMPLIES TO IRC 2006&NSPI-S #r , #' oornporrent parts i 10 Installation is to be done m accordance with all tederal,state and local building I IF DRAINS ARE FURNISHED,THAN DOUBLE DRAIN ASME A112.19.8M r+aa nteEn m s P I suggested standards AT 3'-0"MIN APART. ENTRAPMENT AVOIDANCE MUST BE The b6tt�ifor pools ifigur ed 'shown cordoims with wrrent N S P I.suggested rninlmuru standards INSTALLED IN ACCORDANCE WITH SECTION 120>M106.3PERIAL POOLS codes as well asN. appr use with manufactured diving equipment If diving equipment is' - MsteKed;,(baai"v are equipment manufacturers installation use ands instruca .. afety •,Dns, I GENERAL NbTi S` C DF COMPLIANCE: James A. Marx A. 1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES.SHALL BE IN '.s ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS:' TH S DING CODE 1) COMMONWEAL OF THE MASSACHUSETT BUILDING 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY, I� Mom"n Road re < State Building Code t. , ' GRADING;FENCING',WALLS OR OTHER SITE 1NF0$�MATION ,� Seventh Edition of the Massachusetts ( - r 790..CMR.(7 ED.) - /�( 3) . ALL CONS.TRiJCTION SHALL.BE DONIr IN ACCORDANCE WITH ALL One-and Two Family Dwelling Code) t". ,rl •.''��' LOCAL AND STATE REGULATIONS. . `r;,. .'r r ; Jr. A) CONTRACTOR SHALL VERIFY BURIED tITILITIES WITHIN 5 2)' ELECTRICAL&PLUMBING A. SURROUNDS OF.INSTALLi4TION'AREA r<lb ��rafessional Engineer 3636 __. TALLATION OF ELECTRIC.WIRING,GROUNDING ,7,. -,� THE CONSTRUCTION AND INS ! AND BONDING;AND E UIPMENT ARE SUBJECT TO THE STATE CODE AND TO . : iREQUIREMENTS. I a� THE CURRENT ADOPTED NATIONAL ELECTRIC CODE % ALL PLUMBING'MUST COMPLY WITH,THE CURRENT ADOPTED STATE CODE. f. l " t • milm,perial .DISTRIBUTIDN 2' RADIUS RECTANGLE MANUFAC7URIN6AND ._� --__-- - 41 MIN.CONCRETE DECK ALUM114UM COPING - (2000 Pei MINIMUM) 5•FLANGE.AT w° 4, �.,` 1.1•`{, ' _ I TOP @ BOTTOM o "• °; /\ I SPCLI007 I OF PANEL - 5/0•0 THREADED ROD \\�\ '` ! ALL BACKFlLL TO BE !, NON—EXPANSIVE SOIL Ei IA/N END � �24'---•-^�----2�" 48 86' � � \\� 4 gh NUTS°T fP.EA - - PANEL END - \y/\ 2 07, VINYL LINER - // ;\ aa° 1 7:4GALV.35fAKE 1—4, HORIZONTAL BRACE I 2•x 2'. 1/8•GALV. \\ COLLAR ARNOUW FFvu - p- 7t i 48' �2 IN. FILL 1' •�...� . �+ \\ p�AINIMPUN). r - y �OOL BOTTOM V" x , \\� L '� •�+ }�+,',:1.. .,�. ° \ LEVEUNG PLATEJiS�" 1'1" 14 GAUGE, SPECIAL 16' X 2`R INSIDE CORNER STAIR w/ BENCH RIGli`i` gar '• °�� TYPICAL WALL SECTION AT $1 „A,. FRAME I �--�e" ` �_�•__ r - -2•�I cr)a 211cS � cus'ro+Kat raecl� a�aasux� I IMPERIAL POOLS 1 James A. Marx Jr. _..... Prohnsional Engineer m1ngwood,New Mountain High . M arx__Jr. r f MA Praffessional Engineer 36365 f _ ,A X4"-ST4D6 K D i f i i 1 W 1 /7' or X ; REVISIONS: BY: LEGEND MultpLeMembe-r-Beams Bearing Wall Below See Boise literature forjoist Side Loaded Connection Multiple Member Beams vertical load capacity. Load bearing wall above 1 3/4"Versa-Lam Side Loaded Connection (stacked over wall below). Nail Pattern Double&Triple 1-3/4"Versa-Lam BCI Joist Blocking. 2000 b/ft, vertical load Max Unlibrm Load 16d common nails. (lbs.per lin ft) Bearing Wall Above Note: Minimum 2x6 capacity. O.C. Max.Uniform Load— — — — — — — — J See chart Number Of 112'o.c. 6"o.c. L -- — — — — — — — — — — — bearing plate required oist hanger (lbs.per In.ft.) tAet ers E2C.-.1 Boise Rim Joist with 2"flange width & I N4"Verm*Lam __F1120 2240 I arger seriesjoists, Number of 2 ,1,, 3 row, 2 5W Non-Bearing Wall Below Solt SM.Ing Wdla 620 780 2"min, 2 Bolt(b) 3 420 Sao rasa 4(a) 370 745 14% 3(a 390 585 31/?Vor9a-Larn_ M 21 ca 2 lZiTin. E 2(a) 1125 2250 N/A Fft(i Non-Bearing Wall Above Staggered Twide members must be loaded"n both sides. Post Below Post Above a Nail pattern for 3-piece member must occur on both sides. �i�)�Disi4in,oWuesapoytoconyronbdts(gmdeA&B,1 or2) Use ilat wasters each side and drill hdes&8"cl,a, tc)All flues in the table above\z inAbe increased1 tiWor snow loaded rrF Versa-Lam or rooft Mo end25rnon-snown wherecode.lows Boise Glulam beams Nail values may be increased by 15%for snow-load Solid block all posts from roofs and by 25%for non-snow roofs where above to bearing below. building code allows. Post Above& Below , 4 R3 J3 II II J3 z 0 II rl Lu Lu U.1 Lu _J CONFIRM BEARING POST LOCATION J3(2) DOUBLE JOISTS UNDER L�j W X DORMER CHEEK WALLS W LL TYPICAL 0z < Uj(0 > T_Ui J3 Lu M R3 - J3 2 0 z_J DR1 < J3 II I DR J3 DR3 ------------ J3_ J3 II 19 J3 19 DR10 DR9 J4 r R3 J4 C J4 BD1(2)� too, D 2=4(2) I r I F J3 R3 J3 J3(2) Notes J2 J2 J3 Shop drawings, typical details L J3 and framing plans, outlining _ ------ DR5 installation procedures and unit R3 identification marks, shall be Level 2 Al 14"BCI 4-Os-2.0 SP submitted for approval by the 16"OCS== project architect and/or engineer. L2 I I Exact quantities and lengths are the responsibility of the contractor. Contractor is to verify all beams 133 2 and joists at their exact locations. The floor system (1-joist, LVL) are II designed for floor loads only. ii J1 J1 1 J1 ii J1 il J1 ii J1 ii J1 R1 Roof loads from rafters, bracing, A A J1 J1 J ii A J1 ii A ii ii ii ii and beams must bear on exterior walls and interior walls with bearing DR7 AI i straight through to a footing. Any roof loads carried by the floor system must be so indicated on the framing plan submitted to us for take-off. BK1_ 7 Products to be stored, handled and installed in accordance with manufacturer's recommendations. J, _J R2 R2 Level_2 A2 90s-2. LDD JOIST AT TO To O 11-7/8"BCI UBLE UP JOIST UNDER 16'.OCS III 0 SP DEFINE STAIR OPENING WALL ABOVE. L4 Level 2 Frami-ng Schedule-Nominalized CANTILEVER JOISTS PAST BEARING WALL Tag i aty Description Length BELOW. R1 1 11-7/8" BCI@)90s-2.0 SP 22'0" J1 30 11-7/8" BCI(�t 90s-2.0 SP 22'0" z J2 2 11-7/8" BCICR)90s-2 0 SP E: _J z u- J3 19 14" BCI@ 90s-2.0 SP 24'0" 1. 0 L L Y < J4 13 14"BCI@ 90s-2.0 SP 20'0" 0 _J 0 BDI 4 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP 10'0" 65 BD2 1-3/4"xll-7/8"VERSA-LAM(s-)2.03100SP 260" 2 a) ---------- U) Bi 2 1-3/4"x1l-7/8"VERSA-LAM92.03100SP 24'0" C0 THIS PLAN IS A MATERIAL ESTIMATING DRAWING ONLY. 2 1-3/4 xll-7/8 VERSA-LAM@2.03100SP 270" 83 THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL Leve l 2 1-3/4"x11-7/8"VERSA-LAMt2.03100SP 18'0" 2 INFORMATION FOR PROJECT MATERIAL ESTIMATING. 1/4" V-0" B4 2 1-3/4"xll-7/8"VERSA-LAM@2,03100SP 10'0" — ------------- THIS PLAN IS FOR STOCK LIST PURPOSES ONLY. B5 2 1-3/4"xll-7/8"VERSA-LAMIF�2.03100SP 60" MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED, IT HAS BEEN DRAWN AS PER ARCHITECTS Level 2 ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO SPECIFIED MATERIALS AS SHOWN ON B6 2 1-3/4"x l l-7/8"VERSA-LAM82.0 3100 SP 4'0" Accessory Schedule THE PROJECT ARCHITECT, PROJECT ENGINEER, GENERAL CONTRACTOR "SECOND FLOOR FRAME & LOWER ROOF FRAME" --- - _ =- - AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER AND "MAIN &GARAGE UPPER ROOF FRAME" 87 4 1-3/4"x 14 VERSA LAM@ 2.0 3100 SP 24'0" Tag Oty Manufacturer Product Description ----I—PLACEMENT AND INSTALLATION. B8 2 1-3/4"x 14"VE RSA-LAM@ 2.0 3100 SP 6-0" A 16 Simpson Strong-Tie, Inc. HHUS410 BC FRAMER@ 2 0 " REFER ALL METHODS OF CONSTRUCTION TO ORIGINAL BK1 BILK 11-7/8" BCI1,RD 90s-2.0 SP 10,01, Simpson Strong-Tie, Inc. IUS3.56/11.88 R2 TL 1-1/8 x 11-7/8"BC RIM BOARDTM 870" DATE: 6/1812008 C 3 Simpson Strong-Tie, Inc. IUS3.56114 SCALE: 1/4 ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN. " 4 = V-0" BY: IT IS THE RESPONSIBILITY OF ALL PARTIES INVOLVED IN THE R3 TL 1-1/8"x 14" BC RIM BOARDTM 96,01, ERECTION OF THE STRUCTURE TO AQUIRE AND REFER TO ALL FILE: SWP374 MAZPAUL GRIFFIN,bcf "HANDLING AND INSTALLATION GUIDELINES" FOR MATERIAL SHOWN ON THIS ESTIMATE. DWG: SHEET: 1 /2 SYSTEM DESIGN: TOP FNDN. AT EL. 26.0' SEPTIC PROFILE NOTES ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVERS TO WITHIN 3" OF FIN. GRADE AS SHOWN 1. DATUM IS NGVD GARBAGE DISPOSER IS ALLOWED ACCESS COVER (WATERTIGHT) To �e jj WITHIN 6" OF FIN. GRADE 24.8 24.5 MINIMUM .75 OF COVER OVER PRECAST /� 2. MUNICIPAL WATER IS AVAILABLE DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD 2X SLOPE REQUIRED OVER SYSTEM USE A 660 GPD DESIGN FLOW RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Craig 7 22.52 FOR FIRST 2' OR GEOTEXTILE FABRIC PROPOSED 1500 PROPOSED 1000 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO GARBAGE GRINDER - 2 TANKS IN SERIES PER 15.223 (1) (C) & GALLON SEPTIC •99' GALLON SEPTIC 70. H=10 21.7' SEPTIC TANK: 660 GPD, 2 = 1320 GAL. REQUIRED. USE 1500 22.24 TANK (H- 10 ) GAS� 21.95 TANK (H- 10 ) GAS 21.25, a O BAFFLE 21.42 0 0 0 0 0 0 0 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. GAL. SEPTIC TANK o 20.92' 0 0 CD 0 0 0 m = Ell o SECOND TANK 660(1)=660 GAL. REQUIRED. USE 1000 GAL. SEPTIC ( 2.5X SLOPE) 6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL 0 O 0 � 0 0 o a s. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMPACTION. (15.221 [2]) COMPACTION. (15.221 [2]) MASS. ENVIRONMENTAL CODE TITLE V. Q TANK. � 2' DODO O OOL7O � 18.92' t DEPTH OF FLOW 4 ( 1 X SLOPE) ( 1 X SLOPE) ( 1 X SLOPE) NantuCkP. USE A 1500 GAL. SEPTIC LANK AND A 1000 GAL. SEPTIC TANK IN TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SERIES. INLET DEPTH = 10" BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. Sound 1500>1320, 1000>660 - OK. OUTLET DEPTH = 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. * FOUNDATION-- 11' SEPTIC TANK 1 4' SEPTIC TANK 2 27' LEACHING 8.5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LEACHING: ( 1.5 X DESIGN FLOW = 990 GPD) D BOX 35 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION SIDES: 2 (76.50 + 12.83) 2 (.74) = 264.41 GPD OBTAINED FROM BOARD OF HEALTH. BOTTOM 76.50 x 12.83 (.74) = 726.31 GPD *THE INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL TOTAL: 1,338.81 S.F. 990.72 GPD DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BUILDING SEWER OUTLETS AND ELEVATIONS BOTTOM TEST HOLE #2 EL. T 0.4 LOCUS MAP USE (6) 500 GAL. LEACHING CHAMBERS ACME OR EQUAL PRIOR TO INSTALLING ANY PORTION OF OF ALL. UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ( ) = COMMENCEMENT OF WORK. WITH 2.75' STONE AT ENDS AND 4' AT SIDES AND IN BETWEEN. SEPTIC SYSTEM SCALE 1"=2000't ADDRESS: #370 GREEN DUNES DRIVE, WEST HYANNISPORT, MA 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 246 PCL 207 * GARBAGE GRINDER - SEE 15.240(4) µ REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250001 0008 D DATED 6/2/1992 ,� 410 12. ANNUAL PUMPING OF PRIMARY AND/OR SECONDARY MA s ` 0F SEPTIC TANK IS RECOMMENDED PER TITLE V (DUE TO APPROVED DATE BOARD OF HEALTH x\x\ �����.,\ GARBAGE GRINDER). 0� 13. ALL SYSTEM COMPONENTS SHALL 4 PICKET FENCE, �� BE MARKED WITH MAGNETIC TAPE OR ZONING SUMMARY TEST HOLE LOGS MAX. SPACING 4" \` COMPARABLE MEANS FOR FUTURE (TYP.) � \ •� LOCATION. ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT x ENGINEER: DAVID FLAHERTY, RS REQUIRED PROPOSED WITNESS: DONALD DESMARIS, RS 2e ' MIN. FRONT SETBACK 30' 30.5' 3 ACCESS COVER \+ / �F 12 7 06 STAKE TTwHIN OF GRADE ry�+ \ � \ MIN. REAR MIN. SIDE S SETBACK 10' N/AETBACK 10, DATE. / / SET �� ( i PERC. RATE _ < 5 MIN/INCH / +` \ '\, LEGEND MAX. BUILDING HEIGHT 30' <30' CLASS I SOILS P# 11536 25 `� �•� SITE IS LOCATED WITHIN AP - AQUIFER ALL DOORS OPENING PROPOSED SPOT ELEVATION PROTECTION OVERLAY DISTRICT INTO THE POOL < �` PROPOSED CONTOUR ' ENCLOSURE SHALL �, �� 25 1 ELEV. 2 ELEV. BE ALARMED PER , - - - p" 25.1' p" 24.9' CODE am 1 I w°°.1 25 - EXISTING. CONTOUR 6" -o _ _ z4.6' 4" - ' 0- ' . • / �'�, OWNER OF RECORD - _ A_ PROPOSED 4' GATE / ,� �� DANIEL GRIFFIN, JR A _ _ _ OPENING OUTWARD 63.3• I N „ LS - - • LS- LATCH ON INSIDE I - 346 RIVERVIEW ROAD ".. 14" 10YR 3/4- 23.9' 12 :10YR 3/4- TYP. STAKE '�s , . - . . _ . SET �h • - - BIT. CONC. \ _B w DRIVEWAY \ / -_ t 9ENCHMARKr -LS ,h ^� 100p�. _ �_ CENTER OF _ LS - • - 40" 10YR 6/8- 21.s' �� �' GAL. D REFERENCES 43" 1 OYR 6/8_ 21.5' 4 PICKET FENCE SEPTIC \ 49'4 / ` CATCH BASIN MAX. SPACING 4 " `� x '�2S ___ TANK , ELEV. 21.23 C 1 (TYP.) X\x " 1500- 04R LAND COURT DOC# 1059462-1 FMLS 4' VINYL COATED \x\w T 0 SEPTIC �AGF I LAND COURT CTF# 182653 PERC �' 3a I I 2.5YR 6 4 C1 CHAIN LINK FENCE. \ TANi I PLAN REF LCP 15694-D / MAX. OPENING 1/1/4 �k x O FMLS � -- -- i 66" 19.6' (TYP.) 84" 2.5YR 6/4 17.9 k ��a70 1 I � C2 C2 BACKWASH �n�� FMS FMS PIT 4'X6' S 00� PROP 0 N UTILITY POLE .OVERHEAD WIRES 2.5YR 6/6 2.5YR 6/6 STAKE f0 S�MM/H� �- SET 18 004 / E E 0� 'k 144 13.1 174 10.4 I s�?, ENCH NO GROUNDWATER ENCOUNTERED f:.;. ELEV. ELEV. I / 2 OS 4"°:'' STEPS 3 4 , I PROPOSED O Q SIx / / ;,, ,gljy s: / (4 AISERS) p" 25.1 pil 25.1 I CHANNEL T ;tj Otil ; 57.fllsl�. co „ 0 _ , - _ r DRAIN F OA /NG / r G ,•.bl�tV�WAY / / 5 _ - 24.7 6„ - _ 24.fi i �EV /\ FAZ) / / .. .. ;<.i / COBPLE EDGING SITE PLAN . . _ . . I I Lot 12 \ 26` / / . r (TYP.) W .LS _ - A- I I Area=30,880t Sq. 15" 23.9, LS - I 10YR 3/4 16" -1OYR 3/4 23.8' #370 GREEN DUNES DRIVE - B - LS - _ 21 s - -LS_ - ��" , ./ 3 30 : .. WEST HYAI\IhIISPORT, MA 40 10YR 6/81 42" 10YR 6/8- 21.6 / 1�sNEp h j ,,N / a. / / PREPARED FOR FMLs FMLs SET ; I I DANIEL GRIFFIN JR. 70" 2.5YR 6/4 19.3 72„ 2.5YR 6/4 19.1' i STONE .� p REMOVE I DRIVEWAY `�/s, I ; Wl DATE: OCTOBER 29, 2007 ENCROACHING � � 8?• PROP ED (2) GATE$ , SHED ' �� STAKE PEN G OUTWARD I REV: FEBRUARY 19, 2008 (MODIFIED FOOTPRINT) PERC LATC ON INSIDE I / C2 C2 Scale:l"= 20' 2.5YR FMS FMS 2.5YR S6/6 /NN // COBBLE E APRON 0 10 20 30 40 50 FEET yy BENCHMARK: 149" 12.7' 156" 12.1' FIRE HYDRANT SHOF off 508-362-4541 TAG BOLT #422 IA OF ' s5+ fax 508 362-9880 NO GROUNDWATER ENCOUNTERED ELEV. = 23.72 �� sq� ��' q�y o DANIEL �DANIELA. yG� �� A. th o OJALA OJALA CIVIL `� .o No.40980 down cape en gin eerin g, inc. 46502 Cl VIL ENGINEERS UNSUITABLE SOIL s��sTE ! �URNI ,� LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. DATE DANIEL A. OJALA, P.L.S., PE. a DCE ##06-275 06-275 GRIFFIN.DWG