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Mg. , '1� .,jj��­�'�­11, 1 , ,,�,�uA,�­, , ,,,"i 4­­ �- 1�1;;4,,1;'.WJ �,V� ir, I ,i" .11-1u.,� �,,,;` ,,,, 1A.PpynNal knoyWWANQ�61,"Ay1cizolaw,aw,� �"i ov -, ,1, ,i�,v P-1 -� ­ ?" � .., *, -�. -­­�, �-,%l- 14"! `1� -I "4111��rll��V�i, ,W)11�­""��...�� r � t�!­ �1�I IJ 1:i�. ..."I , " I ,., v"W"wMt". , , .i �'MI�, -�.�;�,I�,','­��,�-.,�,'�s'. ,;�-,-Ir...�; ,-,�,-''�,,',�­�, �I,".1, .'� ­­ -� ­,;�111-�f �A- , '. I . ��!� ,',,'� u-N­ , ­I �) A �,,: "'," 1,3.­w"0 jai :i"I I,45-,�� - ,r '� ­ ,: , . i 1 0; ,k, ;nv�QvQ,Rv�g",n­�;Q,�-cI , V. ��I , .n-­�, � ,� � , .�.­, , � -,-�f� 's,�',,,,,,,,',,�,,,,'����,,,-�� V�;M�11 ;! � ��, ,�,';',�t,'�,"�. ,, - gilympupw�,Vl.,�f,L'i,�­J'1111­112 I q*M;gAvn yyy­-� 'z" 1­:,:­1'4, " , I v! i �l,t��I�t�,�,­��,iF­�:,�,, "' � , , ,, ,`��"',�f��, --`,,"� -1 , UMN 4WHAIKA-11- ­JvqvQ"nW!U7',' " -1��', �if i,., - - � ,, . , ii 'il-�Vl Di,"�,$,,�',I�'���-,,,,,",�,�,,�";', T,','��,' , ,­iT, , , ­ I'll, �,�,�;,,�,�,-i�fi,,,vvf,�, 1�vbvvyh..­ .; , �� " , ���,�, . I 1 Y41 ,,,, ,""ay, . !, �,t;��,,��­, ",�,,,�,�`,,,,��,� � ­101­1'"' r; 1-1*111,�i.""�i�,,�'�'i'��ll,�*ii� i,��,�' ,4, I 1�;­b� , � � 14�-,P,-,,�-,."-�,�"-".,�,,��,�,,�7,-�i,-.Z,7, �11 I'll,­­"'",""", I ,�'­'. �,­�- �,-�­,7 1, r I -"li, I', �i - ,�"' .11-11 i�; , , "r;lpp,� , ­ '� yi"4*"7�JtPA',�,E;r 'I',�t'-,$'Tl��l-i'�,�"!'f".,'�"f",4�'z",,'�i,,.'��i� � """M, �4 :,�� ���., , " W,-1­0,�,X.t, ',il�-,�, ""I "' �Xw � - ­­'­,", , "- vu i I o�, i,�&,i,mq'1L'.'i' a ,"it, �-, i , . , - 91 �I 1.5 A SV , , , %� , ,i,! '; "16. K � �,� , 0 %11 0� I qp �`,-,-u,f,P'� ,� I --- I I . - -, ,. ON­..­­­­.­ I ­.,,�".11) �,1, ��� "M�V-Z , i I�� ­ , "� , 91 , i ,;, ­­­­­-­­,�bizq­v,;" -1�1 40 %n Nl� , �ft - , _ � , � ­5 " `ill � 'my';, ,� Z­�- i " ;1;11 ;;; - � - G 11 I �0 I I�I -��bizq -��Ili ,�:,.U..""11, �,' ", x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml...RIM AND LEDGER BEAM BC CALCO 9.5 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, September 18, 2007 12:14 Build 91 ' s. l {le Name: GORIN RES. Job Name: GORIN RESIDENCE j �V V ' �V Description: RIM AND LEDGER BEAM Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW ` Customer: Company: .BOTELLO LUMBER r Code reports: ESR-1040 Misc: i •� .,S �5.. 08-06-00 BO 61 LL 4781 Ibs LL 4781 Ibs DL 1006 Ibs DL 1006 Ibs Total of Horizontal Design Spans=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 160% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-06-00 500 100 02-03-00 Load Disclosure Controls Summary Value . %Allowable Duration Case . Span Location Completeness and accuracy of input must Pos. Moment 12298 ft-Ibs 57.8% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 4340 Ibs 55.0% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U623(0.164") 38.5% 1 1 particular application.Output here based Live Load Defl. U754 (0.135") 47.7% 1 1 on building code-accepted design Max Defl. 0.164" 16.4% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 8.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJSTm, Minimum bearing length for BO is 2-1/4". ALLJOIST@,BC RIM BOARD- BCI@, Minimum bearing length for B1 is 2-1/4". BOISE GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearingPLUS@,VERSA-RIM@, VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b ! d a c a minimum=2" c=77/8 j b minimum=3" d= 12" Member has no side loads. = Connectors are:16d Common Nails _3 �7 n .Z: Page 1 of 1 Y Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP �.,F1oor Beam\CENTER BEAM BC CALC®9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope' - Tuesday,;September 18, 2007 12:15 Build 91 File Name: .GORIN RES Job Name: GORIN RESIDENCE Description: CENTER BEAM Address: 420 BAY LANE Specifier: " City, State, Zip:CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: � Sr\, _ ' K r r 'C, c �a A� �1 ` 1 Sri ryi r 04-03-00 04-03-00 BO 61 B2 LL 4184 Ibs' LL 11953 Ibs LL 4184 Ibs DL 736 lbs r DL 2453 Ibs' DL 736 Ibs a Total of Horizontal Design Spans=08-06-00 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 08-06-00 500 100 04-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4462 ft-Ibs 21.0% 100% 16 '2- Internal be verified by anyone who would rely on Neg. Moment , -6122 ft-Ibs 28.8% 100% Y 1. 1 -Right output as evidence of suitability for End Shear 2038 Ibs 25.8% 100% 14 .1 -Left particular application.Output here based Cont. Shear 4124 Ibs 52.2% 100% 1 1 - Right on building code-accepted design o properties and analysis methods. Total Load Defl. U3833 (0.013 ) 6.3/0 16 2 Installation of BOISE engineered wood Live Load Defl. U4300 (0.012") 8.4% 16 2 products must be in accordance with Total Neg. Defl. . -0.004" 0.8% 14 - 2 current Installation Guide and applicable Max Defl. 0.013" 1.3% 16 2 building codes.To obtain Installation Guide Span/Depth, 4.3 n/a 0 1 or ask questions,please call . (888)234-0056 before installation. Notes Y BC CALC®,BC FRAMER®,AJS-, Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST®,BC RIM BOARD- BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-7/8". PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 5-1/2". trademarks of Boise Wood Products, Minimum bearing length for B2 is 1-7/8". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram �b d a s - c a minimum=2" c=7-7/8" b minimum=3" d = 12" k Member has no side loads. Connectors are:16d Common Nails .a Page 1 of 1 EWSIVouble 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1...GABLE HEADER 2 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, September 18, 2007 12:05 Build 91 116 File Name: GORIN RES. Job Name: GORIN RESIDENCE Description: GABLE HEADER 2 Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTEL'LO LUMBER Code reports: ESR-1040 Misc: x btf.Nl "'h 07-00-00 BO B1 DL 305 Ibs DL 305 Ibs Total of Horizontal Design Spans=07-00-00 Load Summary ILive Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 GABLE WALL Unf. Lin. (plf) Left 00-00-00 07-00-00 0 80 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 534 ft-Ibs 7.1% 90% 0 1 Internal be verified by anyone who would rely on End Shear 246 Ibs 5.7% 90% 0 1 - Left output as evidence of suitability for Total Load Defl. U3967(0.021") 6.1% 0 1 particular application.Output here based Live Load Defl. UO (0") n/a on building code-accepted design Max Defl. 0.021" 4.2% 0 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call(888)234-0056 before installation. Design meets arbitrary(0.5") 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-,BCIO, Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ BOISE GLULAMTm SIMPLE FRAMING 1/2 intermediate bearing SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, VERSA-STRANDO,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, b d— L.L.C. a • �• • c a minimum =2" c= 3-1/4" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BWABE' Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1GABLE HEADER BC CALCO 9.5 Design Report-US 3 spans I No cantilevers 1 0/12 slope Tuesday, September 18, 2007 12:01 Build 91 c File Name: GORIN RES. Job Name: GORIN RESIDENCE Description: GABLE HEADER Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: a al "Ew 0 .. -06-00 07-00-00 02-06- BO B1 B2 B3 DL 0 Ibs DL 984 Ibs DL 984 Ibs DL 0 Ibs SL 845 Ibs SL 845 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary ' Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 GABLE Unf. Lin. (plf) Left 00-00-00 12-00-00 0 80 n/a 2 Reaction from Designs\RIDG...Conc. Pt. (Ibs) Left 06-00-00 06-00-00 575 1080 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1951 ft-Ibs 20.3% 115% 2 2-Internal be verified by anyone who would rely on Neg. Moment -1470 ft-Ibs 15.3% 115% 2 1 -Right output as evidence of suitability for End Shear .-538 Ibs 9.7% 115% 2 1 -Left particular application.Output here based Cont. Shear 1067 Ibs 19.2% 115% 2 2-Left on building code-accepted design properties and analysis methods. Uplift 479 Ibs n/a 2 1 -Left - Installation of BOISE engineered wood Uplift 479 Ibs n/a 2 3- Right products must be in accordance with Total Load Defl. U1948 (0.043") 12.3% 2 2 current Installation Guide and applicable Live Load Defl. U3552 (0.024") 10.1% 2 2 building codes.To obtain Installation Guide Total Neg. Defl. -0.004" 0.8% 2 3 or ask questions,please call Max Defl. 0.043" 8.6% 2 2 (888)234-0056 before installation. Span/Depth 11.6 n/a 0 2 BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMM,SIMPLE FRAMING Uplift of 479 Ibs found at span 1 -Left. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Uplift of 479 Ibs found at span 3- Right. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 190iSEM Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP floor Beam\GABLE HEADER BC CALC®9.5 Design Report- US 3 spans No cantilevers 1 0/12 slope Tuesday, September 18, 2007 12:01 Build 91 File Name: GORIN RES. Job Name: GORIN RESIDENCE Description: GABLE HEADER Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►1 b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • particular application.Output here based on building code-accepted design c properties and analysis methods. l Installation of BOISE engineered wood •_L • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2"' c=3-1/4" b minimum= 3" d= 12 (888)234-0056 before installation. Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point.loads, AL CALC®,BC FRAMER LJOIST®,BC RIM BOARD-, D-,BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE- Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RIDGE BEAM BC CALC@ 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, September 18, 2007 12:00 Build 91 File Name: GORIN RES. Job Name: GORIN RESIDENCE Description: RIDGE BEAM: Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER ' Code reports: ESR-1040 Misc: 12 o V ® m m m e m "EMS1 N's 12-00-00 BO 61 DL 575 Ibs DL 575 Ibs SL 1080 Ibs SL 1080 Ibs Total of Horizontal Design Spans=12-00-00 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 12-00-00 15 30 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4965 ft-Ibs 40.6% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 1362 Ibs 30.0% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U546(0.263") 32.9% 3 1 particular application.Output here based Live Load Defl. U837 (0.172") 28.7% 3 1 on building code-accepted design Max Defl. 0.263" 26.3% 3 t properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable Cautions building codes.To obtain Installation Guide 8 For roof members with slope(1/4)/12 or less final design must ensure that ponding instability ( ask questions,please call 88)234-0056 before installation. will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow BC CALC®,BC FRAMER@,AJSTM', surcharge load. ALLJOISTO,BC RIM BOARD-,BCI@, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets Code minimum (U180)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum (U240) Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1") Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing 1/2 intermediate bearing Member Slope=0, consider drainage. Page 1 of 1 BOISE- Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1SCREEN PORCH BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, September 18, 2007 11:54 Build 91 File Name: BC CALC Project Job Name: GORIN RESIDENCE Description: SCREEN PORCH Address: 420 BAY LANE Specifier: City, State, Zip:CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: 1 AL 07-11-00 04-07-00 BO B1 B2 DL 312 Ibs DL 805 Ibs DL 97 Ibs SL 578 Ibs SL 1492 Ibs SL 180 Ibs Total of Horizontal Design Spans=12-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 ROOF LOAD Unf.Area(psf) Left 00-00-00 12-06-00 . 15 30 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1428 ft-Ibs 14.8% 115% 3 1-- Internal be verified by anyone who would rely on Neg. Moment -1642 ft-Ibs 17.0% 115% 3 2-Left output as evidence of suitability for End Shear 702 Ibs 12.7% 115% 3 1 -Left particular application.Output here based Cont. Shear 1`097 Ibs 19.8% 115% 3 1 - Right on building code-accepted design Total Load Defl. U1557 0.061" 15.4% 3 1 properties and analysis methods. ( ) Installation of BOISE engineered wood Live Load Defl. U2397 (0.04") 15.0% 3 1 products must be in accordance with Total Neg. Defl. 0.006" 1.2% 3 2 current Installation Guide and applicable Max Defl. 0.061" 12.2% 3 1 building codes.To obtain Installation Guide Span/Depth 13.1 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes BC CALC@,BC FRAMER@,AJS-, Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST@,BC RIM BOARD- BCI@, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets arbitrary(0.5") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B1 is 3". trademarks of Boise Wood Products, Minimum bearing length for B2 is 1-1/2". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram d c a minimum=2" c= 3-1/4" b minimum = 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails 4 Page 1 of 1 BOiSWouble 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3.100 SP Floor Beam1...SCREEN PORCH 2 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, September 18, 2007 11:54 Build 91 ' File Name: BC CALC Project Job Name: GORIN RESIDENCE Description: SCREEN PORCH 2 Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports:, ESR-1040 Misc: i n 7„ 04-06-00 03-00-00 BO B1 B2 DL 176 Ibs DL 471 Ibs DL 82 Ibs SL 326 Ibs SL 872 Ibs- SL 152 Ibs Total of Horizontal Design Spans=07-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 ROOF Unf.Area(psf) Left 00-00-00 07-06-00 15 30 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 455 ft-Ibs 4.7% 115% 3 1 - Internal be verified by anyone who would rely on Neg. Moment -546 ft-Ibs 5.7% 115% 3 1 -Right output as evidence of suitability for End Shear 315 Ibs 5.7% 115% 3 1 - Left particular application.Output here based Cont. Shear 537 Ibs 9.7% 115% 3 1 - Right on building code-accepted design Total Load Defl. U8671 0. . 3 1 properties and analysis methods. 006" ( ) 28% Installation of BOISE engineered wood Live Load Defl. U13350 (0.004") 2.7% 3 1 products must be in accordance with Max Defl. 0.006'.' 0.6% 3 1 current Installation Guide and applicable Span/Depth 7.4 n/a .0 1 building codes.To obtain Installation Guide or ask questions,please call Notes (888)234-0056 before installation. Design meets Code minimum (U240)Total load deflection criteria. BC CALCO,BC FRAMER®,AJST1A, Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO,BC RIM BOARD- BCIO, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Minimum bearing length for BO is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for B1 is 3 PLUS@,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + L.L.C. 1/2 intermediate bearing Connection Diagram b d a c a minimum=2" c= 3-1/4" b minimum= 3" d = 12 Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100.SP Floor Beam1BALCONY BEAM BC CALC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday, September 18, 2007 11:54 Build 91 File Name: BC CALC Project Job Name: GORIN RESIDENCE Description: BALCONY BEAM Address: 420 BAY LANE Specifier: City, State, Zip: CENTERVILLE, Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: 14-00-00 BO B1 LL 1680 Ibs LL 1680 Ibs DL 518 Ibs DL 518 Ibs i Total of Horizontal Design Spans=14-00-00 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 14-00-00 - 40 10 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7694 ft-Ibs 36.7% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 1927 Ibs 20.3% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U464 (0.362") 51'7% 1 1 particular application.Output here based Live Load Defl. U608 (0.277") 59.3% 1 1 on building code-accepted design Max Defl. 0.362" 57.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary(0.625") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJST°", Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d a 0 0 • • e 0 0 0 a minimum =2" c=4-1/2" b minimum= 3" d = 12" e minimum=3" Connectors are:16d Box Nails Page 1 of 1 i TOWN OF BARNSTABLE_BUILDING PERMIT APPLICATION." T Map /lZ Parcel VIS -®6/ Application# f0® 5 a 0 Health Division \ Date Issued Conservation Division _ -� Application"Fee J —0 Tax Collector w Permit.Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address � LA/ 0' Village C af new9 116 Owner D140i'I b6 p_i o Address Telephone 5D Y -71 &gff f Permit Request user Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District ` Flood Plain Groundwater Overlay Project Valuation QD0,by t)p. Construction Type W c>p b IF00"C _ Lot Sized&9C4 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. N) Dwelling Type: Single Family W"" • Two Family ❑ Multi-Family(#units) ] 711 Age of Existing Structure Historic House: ❑Yes g g Gd'ko On Old King s Highway: ❑Yes �U'fv"o n Basement Type: 2full ❑Crawl "alkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: full:existing new S Half:existing / new - t Number of Bedrooms: existing new Total Room Count(not including baths):existing new_ First Floor Room Count Heat Type and Fuel: 26as ❑Oil ❑ Electric ❑Other ,fmy- W &fz Central Air: U Yes d1glo Fireplaces: Existing / New ® Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size PoolT❑existing ❑new size Barn:❑existing ❑new size Attached garage:Igrexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review,# ,Current Use Proposed Use BUILDER INFORMATION Name R)u)too (!�p le Telephone Number Iqf 7 Address 7b80k /bo_�5' License ��- / s ® Home Improvement Contractor#_/® 7 51 Worker's Compensation# =1)6 b/ LU( i 9: ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S'c_/b-t- I �` SIGNATURE DATE ' 47 t FOR OFFICIAL USE ONLY APIN-LICATION# DATA'LUED r` MAP/PARCEL NO. aADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION co t�L3eh FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL j FINAL BUILDING �l l�aE DATE CLOSED OUT ASSOCIATION PLAN NO. ' The Commonwealth of Massachusetts c i Department of Industrial Accidents _ # Office of Investigations " a " 600 Washington Street Boston,MA 02111 K 6 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly'. r Name(Busin f>ess/Organization/Individual): p ali _, C" i'i C" h 2tl A 200-1 Or Address: City/State/Zip: &9Aib0A,1J'[' /"/s/�S H, Phone-#: 36_'I,fillfl Are yyu an employer? Check the appropriate box: Type of project(required):. 1. " I am a employer with 4. I am a general contractor and I 6. ❑New construction - employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet 7. [i.]'Remodeling ship and have no employees These sub-contractors have g• F1 Demolition workin for me in an ca aci employees and have workers' g Y P tY• $, 9. ding addition [No workers' camp.insurance comp.insurance. required.] 1 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myselL [No.workers' comp. right of exemption per MGL 12.❑Roof repairs , insurance required]t c. 152, §1(4),and we have no s employees. [No workers' . •13.❑ 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below isthe policy and job site information. Insurance Company Name: 6 tP� l)' Policy#or Self-ins.Lic.#: ODD 1 U i s�1 Expiration Date: /.A b�7 a Job Site Address: Lp - •City/State/Zip: tI,P,y, jL�-d"Jf��jE 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 up 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce un er the ' s•an enalties of perjury that the information provided above is true and correct: Sip-mature: Date: A07 Phone# � �e� Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing 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, §25g7)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 insuraance 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-contiiactor(s)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 number 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 fo 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:. Tit.-Commonwealth of Mawachuscitts I)Twment of Inbstrial Ar,6dents Office of Investlgatians 600 Washingtoii Street Banton,MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax# 617-727-7749 www.mass.gOv/dia °Ft►+Et, Town of Barnstable yP Regulatory Services * RMNSTABIAr Thomas F.Geller,Director 9 MAM 01 �'''lEnN►P'�p�m Building bivision Tom Perry,Building Commissioner 200 Main Street, Hyar,�is,MA 02601 office: 509-862-4038 Fax; 508-790-6230 Permit no. Date - AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling emits or to structures which are adjacent to' such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work e !d> / 6 Estimated Cost e'o Address of Work: l IPA)hw I/yAl� �! - �AA�9• Owner's Name: a Date of Applications ® � ' I hereby certify that: Registration is not required for the following reas on(s): ' t ❑Work excluded by law ❑Job Under$1,000 QBuilding not owner-occupied' ' ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS'TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.,142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a pezmit as the ag the o Date Contractor e Registration No. OR Date Owner's Name f k Q:fo=hcmezffidav r ` • : oF ' ti Town of Barnstable: Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us ing A Build-e r as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis biuilding permit application for . v 2-4 V z�0 (Address of Job) on tore o er rate Print Name Q:FORM S:OwNERP ERMIS S I0N WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE: POLICY r INFORMATION PAGE AGENT NO 3020 OFFICE NO 3020 MARK W SYLVIA 771 MAIN ST OSTERVILLE MA 02655-1903 FARM FAMILY CASUALTY INSURANCE COMPANY 508-428-0440 NCCI COMPANY NO. 16721 POLICY NO 200IW6185 INSURED AND MAILING ADDRESS: RENEWAL OF NO. 2001WSISS JOHN D BOUROUE EFFECTIVE 12/14/06 SEE EXTENSION OF INFORMATION PAGE PO BOX 1005 MARSTONS MLS, MA 02648-5005 THE INSURED IS PARTNERSHIP . Workplaces covered by this policy: ST WP NO. ADDRESS OF WORKPLACE RTG.B R N U O. INTRASTATE NO. MA 01 80 CROCKER RD 335749 WEST BARNSTABLE MA The policy period is from 1.2/14/06 to12/14/07 12:01 A.M. Standard Time at the insureds mailing address. h < 21 :-:-?- :-tier:. : :;'.>:> .• :.f2!r .?;• a: : <: .,z A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the state listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury By Accident Bodily Injury By Disease Bodily Injury By Disease $ 100,000 each accident $ 500,000 policy limit $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except the states designated in item 3.A. of the information page and ND, OH, WA, WV, and WY D. This policy includes these endorsements and schedules: WC 00 00 OOA WC 00 00 01 F WC 00 01 13 WC 00 03 15 WC 00 04 14 WC 20 03 01 WC 20 03 02 WC 20 03 036 WC 20 04 05 WC 20 06 Ot COUNTERSIGNED BY: DATE r Authorized Representative Copyright 1997 National council INSURED COPY PROCESSED 10/26/06 on Compensation Insurance WC 00 00 01 B Issuing 0ffice - PO Box 656 • ALBANY, NEW YORK 12201-0656 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Workshcet Penn Builder Name Date Chocked By Builder Address - ' '�•`�` SiteAddras �� IIViva Zomp(i ❑13 ❑14. Date t ' Y Submitted By Phone '- - a. : . REQUIREIS PROPOSED Ceilings Skylights and Floors Over Outsi&Air Required Insulation x Pet Ama U-Valor <= UA (Table J6.2 Ill)• x Area UA DescliPtion R-Value U-Value Colin ID �.G Z4tZ� g . (Table J622a) floor Ora Outside Au J` u (Tabk J622a) $,Z . ... . _ - .•Total Area ZZ- walis VndbWs.and Doors Jrnutation x L UA U�y ue z Area UA "tioa R Value U-Value Area Y' �q - Walls ��(7 3 fe C.l�a F7- tK (Tab-M=b c d) t vc_.:3 � Windows (NMC orTabic J1.$3a) Dow. ` I e+. (MC or Table1t.53.b) L � Sliding Glass Doors 3(1 U Q' O (NFRC orTablc J1.53a) r t Total Arcs Floors and Foundations insrttstioa lasuluioa it z Area or ReQuire� Value U-Value Perimeter UA U-Value x Area =UADc=ip , tion �7. floor OraUamaditioned (fable Zy IIzi-- 'Q� Zito I''( r tu' f 6 Space J6.22e) ` Basement Wall (Table J6221) 1 UWxaW Slab "r sbk J622 1 fk Hcatod Slab l (rabk J6.22c) Total Aropeawi U4 awl be lea TOWTotal 3.0 . Z21.-fi i than err egsai to Total(x Jta4adnd Proposed fU AR RtgWmd UA, Swcamm of Comprmcc:The proposed baidurf design t ►�t° 1---`-►/ldJraitdEll. ' door daewenu u romWewe rule dig bud&VP&wm V_j aodo M. iRequtr+id UA ntd other ealeulanoas submitted with the ion Comparry Name Date s Bra7dc�Desig+str ., . .760.22 780 CMR-Sixth Edition 2R0/98 (Effective 3f1/98) 2 ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: G Applicant Address: City/Town: r LV V(C.t_= Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance.Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDDbs) from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b.- Glazing Area'. sq.ft. g. Floor R-value R- c. Glazing%(100 x b a) % h. Basement wall R- d. Glazing U-value U- i.' Slab Perimeter R- " e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual Trade-Ofr(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 0 Zone 13 ❑:Zone 14 Attach Trade-Off Worksheel from Appendix/J,\[and HVAC Trade-Off Worksheet,if applicable] ❑ MAScheck Software .Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: .a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(100 x b a) ,,❑ ADDITION with Glazing % (c.)up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceilin ' Wall Floor Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 R-10 R-10,4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature:' Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) GI [ k . ' Daniel E Braman, RE 189 Harbor Point Rd l Cum"uid, MA 02637-0 i61 20 (,o `7. STD V. �Q b is ,Z2 (.t.s t..t_.. z 'A-U v� c( -ti- b n t 5 �. �A C- o -}- r b Use v`i 10 4 w D MA AN �, CDsT p E _ r . 6 • l Y , . • C.es L,.�.. �-d:xr�S. � '� o .o. V ��:• � dry 1. � ' , . .1,4 A Awl y. �e;'�� inilq Y t _ ( P G`.vJ ou RAMSBEAM V2 . 0 - Gravity Beam -Design Licensed to: Dan Braman, P.E. Job,: Gorin, 420 Bay Lane, Centerville Steel, Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) ..= W10X45,' Fy = 36. 0 ksi .Total Beam Length (ft) = 22: 00- • Top Flange Braced ,By 'Decking 'LOADS: • Self Weight = 0 . 045 k/ft Line Loads. (k/ft) :- Distl Dist2 'DL1 . DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 22. 00 '0. 510 0 . 510 0. 000 0 . 000 0. 810 0. 810 SHEAR:.-.. Max V (kips-) 15:02 fv (ksi), 4 .25. Fv 14 . 40-- MOMENTS: Span Cond Moment @ tb Cb. Tension �Flange ..'-. Comp Flange kip-ft sro ft ft _ fb - Fb fb Fb Center Max + 82. 6 11. 0 '.• 0. 0 1. 00 20. 19 24 . 00 20. 19 24 . 00 Controlling 82 . 6 11. 0 10; 0 1. 00 20 . 19 24 . 00 --- --- REACTIONS (kips),: Left _ Right DL reaction 6. 11 Max. + .LL reaction ' 8 . 91 8 . 91 Max + total reaction 15. 02 r15. 02 DEFLECTIONS: Dead load in at 11 . 00 ft = -0: 407 L/D = 649 " . Live load (in) at 11. 00 ft = -0. 594 _ L/D 445 Total load (in) at " 11. 00 ft = 1. 001 ' %y L/D = 2.64 P T RAMSBEAM V2 . 0 - Gravity Beam Design- .. Licensed to: Dan Braman, P.E. Jor; Gorin, 420 Bay Lane, Centerville Steel Code: ' AISC 9th •Ed. SPAI INFbRMATION: Beam Size (User Selected) W10X19 Fy 36. 0 ksi ` Total Beam Length (ft). = 17 .00 = . Top Flange Braced By Decking' LOADS: Self Weight 0 019. k/ft ' Line 'Loads (k/ft) Distl Dist2 8' DL1 DL2 Pre ,DL1 Pre DL2 LL1 LL2 0. 00 -17 . 00. • 0 225 0.225 0. 000. 0. 000 ;0. 600 0. 600 SHEAR: Max V (kips)- 7 . 17 -x fv, '(ksi) =`2 . 80 Fv 14 . 40 MOMENTS: Span Condr Moment @ ..Lb Cb Tension Flange Comp Flange kip-ft ft, ft fb Fb fb ' Fb Center. Max + .30'. 5 8 . 5 0. 0 1.00 19. 46 24 . 00 19. 46 24 . 00 Controlling 30. 5 8 : 5 0. 0 1. 00 19. 46 ' .24 . 00 --- --- REACTIONS (kips) . Left. Right DL reaction 2-. 08 2 . 08 Max + LL .reaction 5. 10 5.10 Max + total reaction ' .7 . 17 7 . 17 DEFLECTIONS: Dead load (in) at 8 . 50 ft a -0. 164 L/D' - 1242Jr • , _ . . 404 L D 505 . Live load (in)- at 8 . 50 ft 0. / - Total load (in) at 8 . 50 ft = `-0. 568. L/D - 359 e .R w • 1 •. r _ to .. ... • e • Spa Model Vanguard - Hot Spring Spas Hot Tub Showroom „ Page 1 of 2 2 1� `�E P 18 PM 2: 01 otdWft Po table Spy r y 71- UNA, pa.se ector m-.- gy - fRt} E tOt�3 x « .y� F / f � � - - rs$ d ➢ink'? �3 1 a': ;� a ,`r , a // ° sz i E✓ s3 All F �a r The Vanguard spa is extremely energy efficient. This hot tub features a single Mot, Massage®.je...t and a Moto,-Massager, DX jet, each complemented by a Quartet^jet system, to soothe your neck, shoulders and back. Its comfortable seating, styled armrests, and Soothi_n.gS_treamTm water feature provide maximum relaxation. VANGUARD SPECIFICATIONS ( PDI Seating Capacity 6 adults Dimensions T 3"x T 3"x 36"H/2.20m x 2.20m x.91 m H Water Capacity 400 gallons/1,514 litres Weight 789 Ibs./358 kg dry;5,039 Ibs./2,286 kg filled* Spa Shell Colors: Corresponding Everwood®_Cabin..et: Azurite Coastal Gray or Redwood F a I http://www.hotspring.com/Spa—Showroom—Hot—Tub/spa model_Vanguard.html 9/18/2007 Spa Model Vanguard - Hot Spring Spas Hot Tub Showroom Page 2 of 2 Pearl Coastal Gray or Redwood Sand Coastal Gray or Redwood Sterling Marble Coastal Gray Light(Extra Large) L.u_.minescence®multi-color LED lighting system Music System(optional) S..pA-ud oa.&S..pAudioCastT"'. 1 Moto..@.;age®_DX_Jet Hot Tub Jets 1 Moto-Massage®Jet Total-32 2 Soothing Seven®Jets (Stainless Steel 2 JetStreams Jets Escutcheons) 2 Rotary Hydromassage_Jets 1 Directional Hydromassage Jets 22 Directional Precision®Jets Water Feature SoothingStream"I Control System IQ_20200 230v/50 amp,60 Hz Includes G.F.C.I.protected sub-panel Heater No-Fault®,6000w/230v Jet Pump 1 Wa...v..emastere 7000;One-speed 1.65 HP Continuous Duty,3.5 HP Breakc Jet Pump 2 Wavemastere_7000.;One-speed 1.65 HP Continuous Duty,3.5 HP Breakc Circulation Pump SilentFlo 50000 Ozone System FreshWater®III Corona Discharge Water Care Options AutoFresh Tm System&EverFreshO System Effective Filtration Area 150 sq.ft.,top loading,100%no-bypass filtration Vinyl Cover 3.5'to 2.5'tapered,2 lb.density foam core (Includes water and 6 adults weighing 175 lbs.each.Also available in 230v,50Hz,1500w Heater.Also ava Classice Series(with white Endurol®spa shell).See your dealer for details. © Copyright 1996 - 2007, Watkins Manufacturing Corporation http://www.hotspring.com/Spa_Showroom Hot Tub/spa_model_vanguard.html 9/18/2007 Daniel. E- Braman. P.E. $`G)COGG 189 Harbor Point Rd Cummaquid; MA 02637-0361 4c; Co T c4 ES UX- IZ-2-95 pe4!1 5 T � 4 15 (-.o 0 � Z -Q- ' 5 d ri DANI cult da`�s<<5 `c c of S c��c" B AN y J o VTR C tW�Q•�lStioVl S/ d t- �rtw�n � J r 10 3 �? Daniel. E. Braman. P.E. !a $ ��w�G G. + M9 Harbor Point Rd Cummaquid, MA 02637-0361 c>_ 3-oZ 4c: -C ve's t4 -DIEs c o Uj tom.,. 14A►57sV S-ca- e. v tL. . r->Lti44. C�� �..7 A.0 t to< • *FL crrVv� i`/-L•ram ,5 ��1 L �, S^� �, �.,�, _.-4ox i5 Sao •�.e�P . 0,!�, L-vL` s •iµ p DA E.• �� ° � A 5 IS � OR .eVLC ' 1 j', .. ,/� (JOm9/�920iI2111P.CLG/.IL Il�✓ZGCL9.ICLC�I[6P� and of Building Regulations and Standards onstruction Supervisor License Liceri5e• CS 57382 Birth W-'s .7/27/1960 tAH . /27 Expiration 7 /2009 Tr# 1081 �Rfestrictton jf JOHN D BOUROUEj # 80 CROCKER W BARNSTABLE,MA 02668 Commissioner - _ 02e �oaa�i,o,uaea o�/�iZaaaacfauaedQ Board of Building Regulations and Standards S HOME IMPROVEMENT CONTRACTOR Reg istrati o n '.F109751 Expiration ,9/24/2008 r r Type -Partne'rship BOURQUE&COL E CUSTOM HOMES&REM. JOHN BOURQUE� 80 CROCKER RD. < WEST BARNSTABL A 02668 Deputy Administrator THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A m / � IL DATA ap and lot number .... ..�..� •••• K FTi1ET • p K� '�� SEPTIC SYSTEM MUS•r' �,z P o ° • „�, INSTALLED IN COMPLIAN Sewage Permit number •C�`• � 1 a U� WITH TITLE 5 Z HAHd9TeDLE. � 5. Housb number ...........D.......................................................... :NVIRONMENTAL CODE A "639 } A n p p () , T�� 'A1 F?'sC" ! "T'f?",III OMPY�` $ nstableCoraervation N OF BARNSTABLE patsBU1LDING INSPECTOR igned / APAki" 64 �* PERMIT TO ....... Qr.. iQv.G.r...........D�.`.A......... �r�'e.`1. <✓ Barnstabl . -1. o �;ssion Oo© �lLr TYPEOF CON ST I ....................................��•�.................................................................................... 8 ..............................9.. .r' Signed Date TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the fol wing information: / ............'�'' ....... ... ... . .. .. . . .. . .................................................. Location ProposedUse ........................................... ............................ ..........................c.� .................................'....................... Zoning District .......... .................. .....................Fire District . ... ... ... �,;,� . ..... :.... .�.... - - . ..r3............. ddress Name of Owner ... "" .... ..... Name of Builder' . .. .. ....... . . .... ...Address "'�" Nameof Architect ...............Address .................................................................................... Number of Rooms ............................................Foundation .......... r>r................... Exterior �1 / ....� /....................................................... ....G.va��.........�..f.�/.�!!.�/,l.k'..................................Roofing +Q / .....Interior ....c.&.1r��f v ................................................ Floors ...4.t./t/.s�!.4...................�...................1. .. ..6t1.!�.7 ..r........(.�J..l.......Plumbin ..... ..: ......... Heating .T...°!L.4r*�.......... Fireplace ...................Approximate Cost ..! O© O' 'a...................................... t ........................<,................ �. Definitive Plan Approved by Planning Board ----*/zJ----_-----------19- -• Area Diagram of Lot and Building with Dimensions Fee .........�oc.�Z" ................. SUBJECT TO APPROVAL OF BOARD OF HEALTH rl i � OCCUPAN Y PERM REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstab)e regarding the aabb'ove construction. �17 4 i, s h�ff� Name ./-4 Construction Supervisor's Lic -�� GLORIA r -for ... ......S. ? .. .. ..... ..................... 11-bwel 4 n 10 Familv..,-.. ........... ......... Location ..... .................... ............................... Owner ....Gloria Silca ....................... ........................ Type of Construction ............................ 9;....... ................................ Plot ............................ Lot ............. Permit Granted ...November....2.3 ......19 92 Date of Inspection ....................................19 Date Completed ......19 S/7C, NO 0 A-*Co 3,10 Ay FjC ,2 pf-fwf TOWN OF BARNSTABLE permit No. ......;,35532 3..,n BUILDING DEPARTMENT $ 3 $1 080.00 (bldr.) t TOWN OFFICE BUILDING Cash ,',,,,,,,,,,,,,,, HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to GLORIA SICA Address lot #1 420 Bay Lane, Centerville, MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July 8 93 19................. u;................... B ild'`n Inspe t i �—__-fr/! __--J3-O' ._ __ --- SY•Y°.na.i }w.. .,o.o. y.. oide.ro.rn w._._ __ "«-___—_. - m si I. -- r'RG+J,rwAtL bNGC.RCTy-) _ 1 {'your.-Sty 6 �- • '� _-- ' j DYJ C0.1OA>l.COL. i!Ga ED 'B'v,'y.i} G/QT Y 4,H6H Cow. "am&, I.A I 16. A ;'� •.re.T I , �1 IV/K'X i'IOM� 7COnnJG-- nI _Y Cr.ar. 3446 jLa'-co 1 1 9 BA LANE a3 p.910.42 0;y A.190.12 LOT 1 g 8 EXISTING FOUNDATIOW V Ia.2 p�' sn.ss ,Zti 2►► 'L�,v a P� 09 o°ry wo ti y tj of 44 A ' DAVID ( „ (= Ci i'miLDS 2 'Jg; PLOT PLAN OF LAND To TH 'Tr47F'MY KNOWLEDGE, THE OCA TED IN FOUNDATION SHOWN ON THIS PLAN IS AS OS TEP VIL L E—BA PNS TA BL E—MA IT ACTUALLY EXISTS ON THE GROUND. " PREPARED FOR DA TE. NOV.6, 1992 TPA DI TIONA L HOME BL DPS. _ — ``_�—�--�Pf t_�—`_ CAPE 6 ISLANDS ENGINEERING R.L.S. DA TE.'NOV6, 1992 SCALE.' 1"=40 FT. FLOOD ZONE A 10 EL. 11 D-39 MA SHPEE - MASS. i TOWN OF BARNSTABLE 35532 . . Permit No. ................ BUILDING DEPARTMENT $1,OQO.00 (bldr.) TOWN OFFICE BUILDING Cash .. i6j9 \ '>errY' HYANNIS.MASS.02601 Bond ................ i CERTIFICATE OF USE AND OCCUPANCY Issued to GLORIA SICA j Address lot #1 420 Bay Lane, Centerville, *iA i USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ; i July................. 19......y ... 3..... �... i .... Building Inspector �� I i E TOWN OF BARNSTABLE REFUND TO: BUILDING COMMISSIONERS OFFICE Traditional Home Builders DATE EZs2 f P. 0. Box 271 ACCT.# ` 0 - c?, Oo 0 Hyannis, MA 02601 VENDOR# AMT. PO# N APPROVED BY Ilk BUIW"PE TOWN+'QF BARNSTABLE, MAS,SACHUSETTS .M � ��� _ 2 j L• C-1v i 19 PERMIT NO. =•�� 5 ( nC DATE .��•U. )�,�,? 1-%ia a e-e ?, Holue YS1C1l ADDRESS lS `•� 4 Tr-. �z , I (SIR EET) CONT R'S LICE NSEI APPLICANT 1i.C;°L"'`T1•1c7_Lc+i (NQ.I NUMBER OF �. 5'! d (..�..G .�.'�t�1-Iii-j Dvn3--11.i.:.1� OWELI_ING UNITS PERMIT.TO puild Dwelling (�1 STORY 'J�3'`% � (PROPOSED USE) (TYPE OF IMPROVEMENT) NO. ZONING ' DISTRICT AT (LOCATION) (NO ) (STREET) AND (CROSS STREET) BETWEEN (caoss STREET) LOT LOT _BLOCK —SIZE SUBDIVISION ' FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION •BUILDING IS TO BE FT. .WIDE BY�— - - t' BASEMENT WALLS OR FOUNDATION (TYPE) TO TYPE USE GROUP REMARKS: 21 .Coo,000 .00 FEEMIT Q i 1. AREA OR LOJE� :.;q• It ESTIMATED COST VOLUME (CUBIC/SQUARE FEET) S BUILDING DEPT. OWNER 1� c .T1LiCc BY ADDRESS 1•/ E' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR Y GRADES AS H', LL AS TAINED DEPTH AND LOCATIONTHE APPLICANT FROM THE CONDITIONS PERMANENTLY. ENCROACHMENTS ON PT OR CALLEPERTY, NOT SPECIFICALLY PERMITTED UNDE OF PUBLIC SEWERS MAY BE 08 R THE BUILDING CODE, MUST BE AP- STREET PERMIT DOES NOT RELEASE ► PROVED BY THE JURISDICTION. FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. FOR PERMITS ARE; PEOUIRED MINIMUM OF THREE CALL ,APPROVED PLANS MUST BE RETAINED ON JOB AND THIS ELEWHERERAICALICPLBIMeINE SEPARATE ,yao(_C TIONS REQUIRED FOR CARD KEPT POSTED UNTIL F1N4L INSPECTION I-'AS 6EEN ALL CONSTRUCTION WORK: MADE. WHERE A CERTIFICATE OF OCCUPANCY i5 RE- MECHANICAL INSTALLATIONS. 1. FOUNDATIONS OR FOOTINu S. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. THIS CARD SO IT IS VISIBLE FROM STREET POST ELECTRICAL INSPECTION APPROVALS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS f Al 41 3 � 3 V4 J ENGINEERING DEPARTMENT ro HEATING INSPECTION A PROVALS SU. 'Z CaJ a�lVl 3 As : ®A �. BOARD OF HEALTH G / SITE PLAN REVIEW APPROVAL OTHER 4:3 _ -,aRD CAN BE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INf ,/,)RITTEN VVORI SHALL NOT PROCEED UNTIL THE INSPEC" WORK 1S NOT STARTED WITHIN SIX MONTHS OF DATE 'THE ARRNOTANGED r TOR HAS APPROVED THE VARIODUS STAGES Of I Cf PERMIT iS ISSUED AS NOTED ABOVE. 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A"Kr urn •'.�(• A% Ar.'yKCY y r yr { ° ,I I.i :4 ��i L^- Ir--� ,�/�^�1L?11G�.9Dl•�S `,i < - I A ., i 1 .J la .. � '�'LC .' �'. y'.o'JNr.✓ UnJn ll 4YCN da Xao 4n2r v� I" _ r :� , C• `� i_1 r / ^j4'CaJf.CO r„ AY "A I - rl,efD - Sla/FOOT 'J - ;ice-_---r � - � Y f•'i I � +� � i �I ' - .oNw2 o,coC7ovrau�'rre.7+• ' �Lr l A) _ 11 _W CG.J�r CAWiEIC/C'.9ODA. �GMQ,E-- e ___-'�•II �� '` -. �7 rVVY O_.R. I %p� i..l TpTI�'l.l�_..^�.�_ •t^ ' . 'J 10 " •.1' .. oi. 1 f I I �.�� � I •.�—�'^1 r� � h I it y i 1. -r I�� I L--�j^jh I �� c.ra+c�o.v i. ! _ i rr { •f' `e t, 1-, } .',, I �I•'-�,-.uj�_.a( .��(,- _°,�9 11 , L..� :_� ,s: :L �-�� �-Y..« i I e 4.-'�, .1. � _ •r �� ;�,�� �.:I ., t_ - ----r-t� �cea.+wy n�f ���/. c[si' _ ._. I�' � I —T_' �: / .. ,, '� t }' _. � t } i• »•'� - �:,• �J. rye 1 ,� �� J _`+I.. r —•I r( t��.�{_�-�. I�r•���\I��-J-- ..cT�t��4i•4(1 ..t } l y i I�t �- R -•-' k*f` J�pr � � •; ,f ._f ,w- • .`� ` ...�wf� i i l _...�_____, I •1_713�...IJ_1Jl.r_�_f �I 1 � t ��",�_ �_t� ,_� � ��. r .1-yy _I 1 4'. •: 1 iyfA [ • l - � I I _$aLgl&:.taM �...f; *�_ ��- -^I^j .. ,�1 ;;� f-;,� / f\ .'J�' :a u • �I' .._ 1•, ;Q 1r1 iF �: �,l-y N i� h- �••�' � �- r y`•--- �• � �..- � '1! .G.I,C�E-�. �_ _�`f II �W '°f a.-(> r.7 •� e•'Y I/',! �A,x fr:1.Y4.6- 4.- �� , I- .ol 9- `.'GLI 9-c' - ( �..� •70�,—_ _ _ ..70 ' - �OSY-E1l wJ t9�C JF ji o� E The Town of Barnstable Conservation Department � t639. 367 Main Street, Hyannis, MA 02601 �OIIAY M` Office 508-790-6245 Robert W. Gatewood FAX 508-775-3344 Conservation Administrator October 1, 1992 !' Mr. Gene Rufo, General Manager Traditional Homebuilders P.O. Box 2103 Mashpee, MA 02649 Re: SE 3-1919, Beech Leaf Island, Inc. Dear Mr. Rufo: _ ti' Y - r At its September 22, 1992 meeting, the Conservation Commission unanimously approved the .revised._resi.dential footprint for the" proposed residential construction project of Beech. Leaf Island, Inc. As the existing Order .of Conditions adequately.serves all wetland-protection interests at. the locus,. no- amended order will emerge. .Thus, for. the record, please be advised that ,'- the plan revised September 14, 1992. (Daoid .Sanicki, 'P.L.S..) will serve as plan of record for the work ensuing under permit SE 3-1919. i Please ensure that the Department of Environmental Protection, Southeast Region is copied on the revised plans and please don't hesitate to contact me should you have any questions. Sincerely, Robert W. Gatewood Conservation 'Administrator i cc: DEP, Southeast Regional Office i i i v 01O 99MMONMfEAL7H A 'fr r i roN,""sa 6224 LICENSE CONSTR. SUPERVISOR,,., EFFECTIVE DATE LIC N0. , 05/01/1991 t OSd+192. 'I GUY LJRF70 ; •J' PO BOX' • 1 �' �l k * .' " HYANNIS MA 02601 '6 S NOT YAID W%BGNED.OY LICENSEE AND.OfFICN LLY' i STAMMO d SIG ATURE•OF UCENSEEL+ NER(. 1 - +, s H 0 0 0 -. vRa & Svia Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS 619 Main Street Centerville, MA 02632 508-775-1442 508-771-7626 Fax Ronald J. Silvia Floyd J. Silvia �y President Treasurer July 31, 19�y70 Mr. Joseph DaLuz Building Inspector Town of Barnstable Town Hall Hyannis, MA 02601 Dear Joe: I wish to renew the following permits for six (6) months: . Lot #390 Bay Lane, Centerville . Lot #420 Bay Lane, . Lot #430 . Lot #10 - 442 Bay Lane . Lot #15 - 49 Beech Leaf Island, Centerville . Lot #103 - 44 Ice Valley Rd., Osterville Thank you for your assistance in this matter. Sincerely, Floy . Silvia Treasurer FJS/cw 0 snovia ° vi �. Associates, Inc. e e Builders Developers Designers 619 Main Street - Centerville, MA 02632 775-1442 `7 Ronald J. Silvia Floyd J. Silvia President Treasurer May 9, 1986 Mr. Joseph Daluz Building Inspector Town Hall Hyannis, MA 02601 Dear Joe: I would like to request the extension of the following foundation permits for a six month period: Lot 17 Thornberry Lane Centerville which is due to expire on 6-2-86, Lot #1 420 Bay Lane (3.47 acres) which is due to expire on 6-2-86, �ot #2 430 Bay Lane (3.97 acres) which is due to expire on 6-2-86, 390 Bay Lane (4.43 acres) which is due to expire on 5-22-86. Thank you for your assistance in this matter. Very truly yours, Floyd Silvia Treasurer FJS/ms i y RENEW LOT PERMITS I Open Space Lots A - G : Foundation permit expires 4-19-86 Lot #1 (part of 7 .44 acre parcel ) • Conservation expires 3-6-86 i Lot #10 Bay Lane: Foundation permit expires 4-4-86 i Lot #11 Thornberry: Foundation permit expires 3-10-86 Lot #12 Thornberry: Foundation permit expires 3-27-86 • I Lot #23 Thornberry: Foundation permit expires 3-10-86 �• 'T -��7� / SUVRoa & suvia Associates, Inc. o CUSTOM BUILDERS - DESIGNERS 619 Main Street Centerville, MA 62632 775-1442 Ronald J. Silvia Floyd J. Silvia President Treasurer June 9, 1988 Joseph DaLuz Building Inspector Town of Barnstable Hyannis, MA 02601 Dear Joe: Per our telephone conversation of this morning I am submitting to you the following information on our Open Space project on Bay Lane. Lots A-G building permits as follows: Lot Permit # Issued A 30309 December 18, 1986 B 30310 It it C 30307 - September 11, 1986 D 30308 December 18, 1986 E 30306 ., ,. F 30305 G 30304 Since the inception of this project there has been much litigation with the Barnstable Conservation Commission. Litigation has, in fact, only been settled in the past 18 months. In order to reach a settlement with the Town, we have had to redesign grading, landscaping, and septic systems which has only recently been completed. And, even though foundations were in place, in order to keep the project aesthetically pleasing especially in the landscape design, we had to redesign all the homes. Alger & Gunn has just completed that task. (Please find copies enclosed.) o i 2. We have gone back to Conservation and have received an extension on this project until July 23, 1990. We have also re-permitted all our septic system permits with the Board of Health as follows: Lot Old Permit # New Permit # Date of Issuance A 85-368 86-1234 11/17/86 B 85-369 86-1235 11/17/86 C 85-370 86-1236 11/17/86 D 85-371 86-1237 11/18/86 E 85-372 86-1238 11/18/86 F 85-373 86-1239 11/18/86 G 85-427 86-1240 11/21/86 To take up the slack created by the delays we have had to take on new projects. Because of this the project is proceeding slowly due to our manpower limitations. We are proceeding with the site work this summer and in the fall will start putting in the rather complex septic systems and then the water. Because of so many goings on, we will keep you updated periodically as we expect the total project to take as long as 36 months to complete. If at any time you feel we have to extend or renew any of these permits you will find us most cooperative. If you have any questions based on this letter please do not hesitate to call me. Sincerely, Floy J. Silvia Treasurer FJS/cw Enclosures r7rng li B Sc ,ay+'�1 AIR* ALI •-�'ter,,+ Al jj(( MMMlll 3_ IN s- vnt S At V OA j I ee� cheer l 6 f anding or at Scudder Bay Bay Lane, Centerville BeechLeaf Landing at Scudder Bay offers the homeowner two distinctive lifestyles: an Open Space Community comprised of 7 extraordinary homesites with unique amenities, and a spacious rural community of homesites arranged around a natural cedar marsh and salt pond. BeechLeaf Landing is an outstanding residence that blends the privacy of a picturesque rural area with the convenience of an "in-town" location. The Open Space Community Seven very special waterfront &waterview residences have been painstakingly sited on a rare and untouched piece of land to maximize its natural beauty and splendid vistas. Approximately 50% of the area is dedicated to open space and to preserving its native vegetation and wildlife for all to enjoy. These seven homes will also feature carefree ownership. An Association will see to it that the lawns and grounds of each home are meticu lously groomed, and shared services such as plowing will be taken care of. This lovely land on Scudder Bay provides arr unequaled setting for total enjoyment—complete with water views, peaceful pathways to the water, j and scenic parks and beaches. The BeechLeaf Rural Community Carefully arranged around a cedar swamp and salt pond are many attractive homesites with beautiful views. White oak, stately white pines, and American Holly trees make up the rural landscape and peaceful ambiance. Gentle pathways and open parks throughout the community are planned for all to enjoy. BeechLeaf Landing BeechLeaf Landing is situated in the town of Barnstable, between two of Cape Cod's loveliest villages, Osterville and Centerville, and is just minutes from open ocean, a boat landing, Crosby Boat Yards, Dowses and Craigville beaches, East and West Bays and the Centerville River—famous for its shellfishing. Main Street Osterville is close by, lined with specialty stores, banks and services. Centerville, still reminiscent of Cape Cod villages of the past, has retained its charm and personality while providing residents with excellent town services, a quality school and a modern shopping center. BeechLeaf Landing is Cape Cod living at its best. FALMOUTH CENTERVIILE $eech 5'�1&1a i � ,g deafsiwia HYANNIS -Landing _ J' NqN 1G\/i L L E BEA r OSTERVILLE r. } LITTLE ,�51� ISLAND ceo AT ,»aY C ' NI E QO � y ' YARDS ,` OYSTER f�F^= 3 OfMR a WESABA T N . ,� z .. ; E� Q ' , S SHvia & SHvia Associates, Inc. • ' CUSTOM BUILDERS • DESIGNERS 619 Main Street - Centerville, MA 02632 775-1442 r s. - ,,, ►¢_, �p FRONT ELEVATION. 1 J 5 THE BAY LANE PLAN - PLAN A BACK ELEVATION THE BAY LAME PLAN A LL q r — LAY 71 rl FIRST FLOOR LAV N. W. Bf.D2OOM r - - y q _Pout"o= SECOND FLOOR L= dl I i 1 i a & Sflvla Associates Inc. - •� rM 619 Main Street a1Id1ng EAST ELEVATION THE OO 11' f1' — PLAN G �� �� Illi� �i NORTH ELEVATION I rii ii� i 1� 1 1� — ' .11 � ■11 � ICI �•••� __-__ '—' — IIIIIIIIIII!I'IIUIIIIUI�I I�IIIIIIIIIIII'UII IIIIII!19111'llli'll I!I�I!bll'lllll'I!III Imo! 11f1'!II ly I � 1 I� �I' I I I�I I� � ■' - _- III_NI�NI 1� u i- a -- � .;_�_��—•-• SOUTH ELEVATION I SECOND FLOOR W. BED¢OOM £.BED QOOM - 122 X ISE 15°X THE WOODLAND PLAN G 41 A LL DAT A I 9111 iP pl 'I _. _,Loa.5y bwl— J yAeAG=_ M 5 X r_6 HALL_ w_na ;r10 — Q i ; DIt`!!N0VowQO LOBE V t II Ali I 1 S � LAv 6f - ,Y 1 >P FIRST FLOOR silvia & sHvia Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS Main Street Centerville, anding Centerville, MA 02632 775-1442 THE BEECHLEAF UL PLAN F - - - - -- _ - FRONT ELEVATION ..T 7-17 - - -- - -=1 - - = _--- - BACK ELEVATION 4 THE B EFC]HIILEAF PLAN F _ -u. ,� DtDQOOIA LOUNC�L LYR f/A 5. L.BLOQ.00M uueu ij.�x 13`� C i.I �—coos I i �o e SECOND FLOOR I L #' ✓ �' LOP�U'_ - - G:.C,S - �C:-OS 0 I - - I �f - i I Al o Cbi _ W r D �q ¢ooN. FIRST FLOOR I SHvia & S1 via Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS 619 Main Street Centerville, MA 02632 775-1442 Zak Ing -- rVi -� FRONT ELEVATION THE BAY BREEZE PLAN E '1 - -_ BACK ELEVATION SECOND FLOOR 7lIIllTu a �+ neM Uoy-Tt{ DCD¢OON ei*Y ILA 8 ISM X IGr THE BAY BREEZE ° Y--41 PLANE i l- _. � Afs�c _. .. j 179X Is" { L I V ' 1J G P-OOM FAMILY-DIAf1A1G 7- CLOMM _ I AV / I A � JACULLI A .f/NAI G n_Q.s,G LO @DY— KI C�HE►1 .. — --� - DIAIWG ¢OOM � I FIRST FLOOR - _ �\�•MPIMT�IMAM�RMIIIP ° ^• __— I w�� i n• � tng�! t Ali-i+�fs`�.+�.w•�.— �id�d� � do - - 1 I f f f f I ' - �11 11.11_ ' IIII I I� I hI all �� THE HAWTHORN PLAN C POPG 11 - t �l FIRST FLOOR r • �� -AS"(�j•J�1E'ODOAi IJa X :4d CLOD- SECOND FLOOR sHAa & sflvA I Associates, Inc. K" • ' CUSTOM BUILDERS DESIGNERS �� Main Street Centerville, �Ing Centerville, MA 02632 775-1442 N11ili !i I � _ I Y xx11 IP �' T WE FRONT ELEVATION 11 HE SCUDDER BAY ,PLAN B BACK ELEVATION _ THE SCUDDER BAY PLAN B L1 V WG QOOM ,I p;l i - MASTt¢ cr.-700M - u Kc 27� olQf. ROOMr4 CIU.l �. nuul t tt FIRST FLOOR b '134`'.16't e 1 y 1 O.1 I I. - -" SECOND FLOOR r f LOCUS MAPizal/ eec ing �1MPy R RR CE1.Ih�vu l F . p� < a 10 aALLF1EL�j a CENrsuvriE - - s-cu EJ7TLY j 2 _ I SITE PLAN. 'FA Z K i Ir or se uvoEv— �T DA LJ I q = W I r21 I /C _ pp LtAF cpcU •��4 �P to /� ply GEDAfL Iu SwAµP Irti�Iv / 2z I / % \ ly SALT PONDlz� l"7 IJ� T L t)� I %=9h "I V f ' Developed by: o � o o o via 11vIl Associates, Inc. Silvia & Silvia Associates are exacting professionals dedicated to designing and building first quality homes. From the foundation to the finish work, only the finest materials are used. Total attention is given to detail and craftsmanship in every phase of construction. d a�tr✓ :,�'SCy Complete .� Building and Design Services (617) 775-1442 1. 619 Main Street, Centerville, MA 02632 ; •, F; '�kr ' '` Sfivia® Sflvia Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS 619 Main Street Centerville, MA 02632 508-775-1442 508-771-7626 Fax Ronald J. Silvia Floyd J. Silvia President Treasurer March 7, 1990 Mr. Joseph DaLuz Building Inspector Barnstable Town Hall Hyannis, MA 02601 Dear Mr. DaLuz: Please renew the following building permits which are due to expire: Thornberry Lane - #11, 23, 25, 26, 27 and 28. Beech Leaf_Lslan.d 7 2-9,3-0, 31,.32,-33,_3.4 and 35. Marstons Mills - Lot #2 Baxter Neck Rd. Thank you very much for your assistance. Sincerely, Floyd J. Silvia Treasurer FJS/cw SH via & sfivia Associates, Inc. . e e o Builders Developers Designers 619 Main Street Centerville, MA 02632 775-1442 Ronald J. Silvia Floyd J. Silvia President Treasurer November 4, 1986 Mr. Joseph DaLuz Building Inspector Town of Barnstable Town Hall Hyannis, MA 02601 Dear Joe: /17). Currently, I would like to request the extension of the mitsfor a six (6) month period (they would then expire May 8, 1 they are all due to expire November 8, 1986. . Lot #1 420 Bay Lane (3.47 acres) . Lot #2 430 Bay Lane (3.97 acres) - . 390 Bay Lane (4.43 acres) Thank you for your assistance in this matter. Sincerely; Floyd J. Silvia Treasurer FJS/cw SILVIA & SILVIA ASSOCIATES, INC. ® BUILDERS AND DEVELOPERS RESIDENTIAL - COMMERCIAL 619 MAIN ST. CENTERVILLE, MA 02632 TELEPHONE: 775-1442 RONALD J. SILVIA FLOYD J. SILVIA PRESIDENT TREASURER October 4 , 1985 Mr. Joseph Daluz , Building Commissioner Barnstable Town Hall Hyannis , MA 02601 Re: Open Space/Bay Lane - Foundation-Permits Dear Joe: I would like to request an extension for a period of six months for foundation permits at our Open Space on Bay Lane in Centerville, lot ' s A thru G. The reason for this extension is due to the fact that we are in litagation with the Conservation Commission over the lawn area. Due to this fact , it is not feasible to commence con- struction on any of the Open Space property until this matter is resolved. Your immediate attention to this problem would be greatly appreciated. Sincerely, Floy Silvia Tre er FJS/dmc 0 0 sUvRoa Associates, Inc. e e CUSTOM BUILDERS • DESIGNERS 619 Main Street Centerville, MA 02632 775-1442 Ronald J. Silvia Floyd J. Silvia President Treasurer January 10, 1989 Joseph DaLuz Building Inspector Town of Barnstable Hyannis, MA 02601 Re: Lots A-G Open Space/Bay Lane Dear Joe: In response to your inquiry on our progress at the Open Space development on Bay Lane please be advised of the following information. As you know when this project originated we had much litigation with the Town Conservation Commission. As a result of the settlement with the Commission we were required to redesign many of the home and landscaping plans. These plans were completed this summer. This past fall, as you are aware, this redesign work commenced in September through December, 1988. For your information, the following work has been done during the September I-December 31 time span: 1. installed water main and individual water service to each house (A-G); 2. installed main electric cable and electric service to each house (A-G); 3. paved the road and installed driveways to each house (A-G); 4. put in walkways and seating throughout Open Space; 5. landscaped and fenced over 2,000 feet along Bay Lane (cost in excess of $100,000.) but due to the unpredictable winter months of January and February we have suspended building of these houses until March, 1989. Since September we have spent close to $500,000. doing the above work. ti I y 2. Because of the size of this project work will be ongoing for the next three (3) years. For your information I am enclosing a copy of my letter to you of June 9, 1988. I hope this letter gives you complete and up-to-date information on the Open Space-Bay Lane area because this is my intent. If you have further questions please call me. Sincerely, Flo3rd J. Silvia Treasurer FJS/cw Enclosures cc: Ronald Silvia r Tllnp_. Joseph Da Luz Building Inspector Town of Barnstable Hyannis, MA 02601 Dear Joe: Per our telephone conversation of this morning I am submitting to you the following information on our Open Space project on Bay Lane. Lots A-G building permits as f ollojj&rs: Lot Permit Issued A 30309 December 16, 1986 30310 u .. C 30307 September 11, 1966 D 30308 December 16, 1966 E 30306 .. .. F 30305 .. G 30304 Since the inception of this project there has been much litigation with the Barnstable Conservation Commission. Litigation has, in fact, only been settled in the past 16 months. In order to reach a settlement with the Town, we have had to redesign grading, landscaping, and septic systems which has only recently been completed. And, even though foundations were in place, in order to keep the project aesthetically pleasing especially in the landscape design, we had to redesign all the homes. Alger & Gunn has just completed that task. (Please find copies enclosed.) 2. We have gone hack to Conservation and have received an extension on this project until July 23, 1990. We have also re-permitted all our septic system permits with the Board of Health as follows: Lot. Old Permit# New Permit Date of Issuance A 85-368 86-1234 11/17/86 B 65-369 86-1235 11/17/66 C 85-370 86-1236 11/17/86 D 85-371 86-1237 11/18/86 E 85-372 86-1238 11/18/86 F 85-373 86-1239 11/18/86 G 85-427 86-1240 11/21/86 To take up the slack created by the delays we have had to take on new projects. Because of this the project is proceeding slowly due to our manpower limitations. We are proceeding with the site work this summer and in the fall will start putting in the rather complex septic systems and then the wateer. Because of so many goings on, we will keep you updated periodically as we expect the total project to take as long as 36 months to complete. If at any time you feel we have to extend or renew any of these permits you Trill find us most cooperative. If you have any questions based on this letter please do not hesitate to call me. CAnfi ar,1'y Floyd J. Silvia Treasurer FJS/car Enclosures 4 , O ® fivia v� Associates, Inc. . e . Builders Developers Designers - a 619 Main Street Centerville, MA 02632 775-1442 Ronald J. Silvia Floyd J. Silvia President Treasurer August 1, 1986 Mr . Joseph Daluz Building Inspector Town of Barnstable Hyannis, M A 02601 Dear Joe: This letter is to inform you-that we have settled the suit with the Barnstable Conservation Commission over our seven .(7) lot Open Space Subdivision on Bay Lane, Centerville and as of this date we are commencing work on all seven (7) lots for which we hold foundation permits. As we complete each foundation we will deliver a certified plot plan to you. W e would hope that all the foundations will be completed by November . If you need any other information please do not hesitate to call. Very truly yours, Floyd J. Silvia Treasurer FJS/cw a � TOWN OF BARNSTABLE Building Department - Foundation Permit Date 41*V,107 CIEName ��. Location �. ` 1 TOWN OF BARNSTABLE Buildin • Department Name— - Foundation Permit Date 444 Location )XS'%4— slcv '� Location '1 — TOWN OF BARNSTABLE 0 Building Department - Foundation Permit Da 4j1*vw1qavkqS NameA 4 Location Insp. of Bldgs. TOWN OF BARNSTABLE Building Department - Foundation Permit DM0w1RV?MwI ate Name- <%"% r LIOL4L � Location -I 1_f11A(0 47 I000f �� y� I o 1 1 TOWN OF BARNSTABLE Buildin Department - Foundation Permit INOW I Date 9 AM Na L F �t i O'n a © v v Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS 619 Main Street Centerville, MA 02632 508-775-1442 508-771-7626 Fax Ronald J. Silvia Floyd J. Silvia President Treasurer February 14, 1990 Mr. Joseph DaLuz Building Inspector Barnstable Town Hall Hyannis, M.A 02601 Dear Mr. DaLuz: Please renew the building permit for Lot 15 #49 Beech Leaf Landing. It is due to expire 3/6/90 Thank you very much for your assistance. Sincerely, Floyd J. Silvia Treasurer FJS/cw 3 R © 0 0 0 Associates, Inc. • ; CUSTOM BUILDERS • DESIGNERS grow 619 Main Street Centerville, MA 02632 508-775-1442 508-771-7626 Fax Ronald J. Silvia Floyd J. Silvia President Treasurer February 9, 1990 Mr. Joseph DaLuz Building Inspector Barnstable Town Hall Hyannis, MA 02601 Dear Mr. DaLuz: Please renew the following building permits: 1�`390 Bay Lane, Centerville, due to expire 2/22/90 V1420 Bay Lane, Centerville, due to expire 2/22/90 ,1/430 Bay Lane, Centerville, due to expire 2/22/90 /Lot # 10 - 442 Bay Lane, Centerville, due to expire 2/22/90 -23E�-C v tPO, GE'jO— Lot #15 e, due to expire 3/06/90 q/Lot 103 - 44 Ice Valley Rd., Osterville due to expire 2/22/90 Thank you very much for your assistance. Sincerely, Floyd J. Silvia Treasurer FJS/cw (EXISTING) "�--(EXISTING) _ (EXISTING) W-T 17d - SMOKE DETECTORS REVIEWED z oQ C7 <N V) O O,D O 9 , � c S N T LE I DING DEP . DATE F�Z cb ' - mV]L_1N— ON. A5 zs ry zs _ SEAT FIRE DEPARTMENT DATE C) < ------------------- ------------ -- - -- I a BOTH SIGNATURES ARE REQUIRED FOR PERMITTING REM D. AD5 NEW AS .DECK ENLARGED SCREENED N_ 4vT.POSTvn DECK - a PORCH sn.scA IY i s- • 1'-1Q 3'd Z-10 ZdD' Z-!T 7.6' 4'-T ZAW z-,P 7-IT i� b TV f v 7 LLU rr -VETAJC,SRE.!w�R VEaIEvFULLLI DETAILS,W/ 55'-0' 7-1P/ [_T_ S'< - O .,..--� _ NE_W_W,Ota55TEEL BEA.ABOVE lam___ IpC A B r -_-- U _ C OEALARMS ____________._ R ON MONOXI �- MUST BE INSTALLED PER . - m r1�EW- I PITRY -� :DI ING i FEU 16rtE o 6 B B a MASSACHUSElTS BUILDWG COpE EXIST ExlsT. ,t_ . jIIIIII bM I I GL�S• ill 11 BENCNi (VAULTED CEILING) O EXPANDED rT III l FAMILY FJ—t I I LINE°F S.F- pzr:s� SIFO LL MUDROOM F�`'` -- ---------- --------�ABovE ROOM i STORAGE CUBBIES I I c"• 1" iCLOS. '" ) L I u--� - -. - 1� 37. NEW W,Ox,95TEfL BEAN gBOVE EXIST. F�7 -=----- BEDROOM#1 INEwVJEFB.AR — NET 1,B POSTS WI O LINE OF S F I' ri \,UNDER l i 4/, 10 CASING r F^^-1 ABOVE I I COUNTER INSTALL CAP It BASE MST. R W �GGE I 1 I I..e .,C U DETAIL" 1 DW 1 _— ON W L---J k NEW— — --- s-. LINE OF I KITCHE SAY I O 1 I (VERIFY x1TGItEN I 1 o LAYOUT Wf WNER) I DESK I REMODELED II :0 - - � EXIST. .I LIVING b II r, GARAGE WTDOWSEAT--:: II EXIST. EXIST. K W �I N ROOM II HALL BATH j EXIST. W.I.C. 1 A b F I I30, I I w F�U EXIST- §o B b EXIST. - 1 ^- W - I � EXIST. EXIT. ~� EXIST. EXIST. . .. - IMPORTANT - UPGRADE REQUIRED 3d TF� 3-0' Q� (ADmnoM - ,y_ STATE BUILDING CODE REQUIRES THE UPGRADING OF 74•a• ,..-�., 73a. - ,5•.�3 SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN CC Q �.., (EXISTING) (EX SnNG) EXInNG7 ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. IEXISTO4G) Sj-- WINDOW SCHEDULE NOTE: A SEPARATE P,t:FU I IS REQUIRED FOR TH INSTALLATION OF SMOKE DETECTORS-THE ELECTRIC A ANDERSEN C 345 9-0 1/2"x 4'-5 3/8" CASEMENT w � p MANUFACTURER'S UNIT ROUGH OPENING - REMARKS FIRST FLOOR PLAN - PERMIT DOES NOT SATISFY THIS REQUIREMENT. � A � B TW2452 Y-6 1/8"x 5'-5 1/4" DOUBLEHUNG EXISTING FIRST FLOOR =1750 S.F. NOTES: C AW 251 2'-4 718"x 2'-4 7/8" AWNING EXISTING SECOND FLOOR =1303 S.F. D TW 2842 2'-10 1/6"x 4'-5 1W DOUBLEHUNG EXISTING GARAGE =524 S.F. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 1 E A 21 2'-0 5/8"x 2'-0 SIB' AWNING NEW ADDITION =100 S.F. �&DIMENSIONS IN THE FIELD SCALE F TW 24310 2'-6 1/8•x V-1 1/4• DOUBLEHUNG NEW SCREENED PORCH =147 S.F. 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, G CN 13 i'-9"x 3'-0 1/2" CASEMENT EXPANDED SECOND FLOOR =492 S.F. DETAILS,&FINISHES IN THE FIELD WITH OWNER 1/4" = 1'—0" H TW 28310 2'-10 1/8"x 4--1 1/4" DOUBLEHUNG 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DATE - J • TW 2442-2 4'-11 15/16•x 4'-5 1/4" DOUBLEHUNG LEGEND: - FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS K TW2436 2'-6 1/8"x 3'-9 1/4" DOUBLEHUNG EXISTING WALLS STATE BUILDING CODE,SIXTH EDITION 8/17/2007 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNERAND ROUGH OPENINGS CONSTRUCTION TO BE REMOVED rHE DfslGnfa sHAu aE NOTIFIEDff MlY WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS NEW CONSTRUCTION ERRORS OROMISSIONSAREFOUNDON .DWG. NO. 1 OR TO START OF 2.ANDERSEN 400 SERIES WINDOWS LOW-E4 GLAZING•WHITE EXTERIOR W/ CONSTRUUCTIONGTHEIBUILDINGCONTRACTOR CLEAR VIEW SCREENS - ©SMOKE DETECTOR IN THESE DRAVOs1SLE FORTHEUCTIONiT IN TIGNE OFAN ERRORNSTRLIwssl ©CARBON MONOXIDE DETECTOR - THESE NGS ARE SOLE Y FOR T DESIGNER S ANY ERRORSOROG THE N5. THESE O MER N ARE SOLELY FOR USE OUSE F OF THE OWNER NOTED.ANY OTHER USE N THESEDRAWINGS RESGNER NERTHEEN- CRCHITE OFTHE DESIGNER VNOTECTI ARCN,TECTURAL COPYRIGHT PROTECnON At CONT.RIDGE VENT NEW RAID 6 TRIM BOARDS tl TO MATCH EXIST. U — -- .NEW ASPHALT SHINGLES 12 TO MATCH EXISTING u ,z AT A a t+ NEW FASCIA 6 FRIEZE - BOARDS TO MATCH EXIST. TOP OF PATE ❑ ❑ ❑ ® ❑ f— ~ NEW CORN ER BOARDS 00 V To MATCH MST. � �0.CIO ;- u NEW ORVIMERICASOLI L'� O L7 BiLimCORE SAXIEW RS. U X CORE SHUTTERS, O �. T 'x VERIFY COLOR WI NEW SIDING TO J ., SECOND FLOOR EXIST. MATCH EXISTING SUBFLOOR - TOP OFPATE �o �al -EEE �❑ oaoo 0 �� oaoo 0000 B FIRST FLOOR :EE : ooaa 0 0 - FIRSTF O -- oaoo 000a FRONT ELEVATION - o D D C AS AS A5 XT-TN taS 28-Pz (EXISTING) - (EXISTING (EXISTING) (EXSSnNTING) M B —NZ PORCH B'+I Ba T-T-z. A5 Row BELOW EXISTING CHIMNEY W �( —NEW ADDITION TO BE REMOVED - tz4 ROOF BELOW ' E%/ST. I EXIST. - W NEW 6 BALCO Y ¢ LINE OFWLLL --- , DERSEN BELOW J 'I CLOS. FWHSOa'BAPtR ti sr EXPANDED 1� FL ,r j MST' j BEDROOM#3SKYLIGHT W IfI ABOVE I (FORMERBEORoommaK) i; r EXIST. I I BATH E „ EXIST- NEW KITCHEN L'DRY BELOW 1 ----- ==J-----_ F� NEW BEDROOM#4 5-z EXIST. Z . jj (FORMER BEDROOM P NEW WALKWAY B) t5Tt'�'O� L ST-E,D BEDROOM#2. be • ^ l _ .� R 4 ii rNEW EXIST. HALLCLOS. NEW BELOW XISL------------�1NEW TOILET, COMPPRTMENT - W.I.C. I U]" I=___ -- u =---- ---------- 76X68' NEW FAT ROOF bF ry F RAILING WILING SCALE F �.-- ---- 4 . NEW ; B � IH r( n A W.LC;; o a AS k LIN. A , DATE b E � E AS 8/17/2007 tza tza rvJ, �.Q r-s S•-tP 6-10- ss 3a ga xa �g xis zg DWG. NO. (NEW SHEDOORMER) IsTiN 28'dx 16de (EYJStINGI - (EXI$TWG) (EXISTING) (EXISTING) SECOND FLOOR PLAN A2 L7 N Cp NEW RAKE 6 TRIM BOARDS �M-• .--. 12 TO MATCH EMT. > 1 �4 N TOP coOf PLATE 12 TOP OF PLATE E-3y000 EXIST. a ❑❑ ❑ o El ��X. OU T SECONOFLOOR II ❑ SUBFLOOR �B SECOND BOOR TOG QF PLATE SUBFLOOR TOP O�•� O ❑ ❑ ❑ ❑ P- ppp- FIRST FLOOR - SUBFLOOR SEMI HUN N WE 7 FIRST FLOOR SUBFLOOR NEW TRAOEMTRK RAKING SYSTEM ❑ o (fullEl 13 O - 1111 NEW P.T.S.S POSTS IW - AZEK1.711.6GASING _ REAR ELEVATION _ W � ® ® !� 12 NEW ABPHN.T SHINGLES r^' . EAIST.� TOMATCHEXISTING HEW FASCIAE FRIEZE - 1�12 !!'pT' 12 1 r, BOARDS TO MATCH EXIST. � Ssl �=1� MST. TOP Of PUTS - U W _— _ _ _ ______�• •� 70P OF PLATE ❑ ❑ r F NEW CORNER BOARDS O W TO MATCH EXIST, ., SECOND FLOOR NEV/SIgNGTO I. 12 SUB FLOOR IST. ` 1 __ MATCH E%ISnNG - S EWND FLOOR _ TOPOF PLATE SUBFLODR-'�. F 1 Su_BFL i INNER FIRST FI.00A r, <1 O SUSFLOOR- w 'n ■ F 4 SCALE 1/4" = V-0" LEFT SIDE ELEVATION DATE : RIGHT SIDE,ELEVATION 8/17/2007 DWG_ NO_ A3 U Zpv �.N cq a V) 0 c) N -r: _ azs: tsa: C:-1 12. IEYJ6TING7 21 (EXISTING) (EXISTING) c--,¢�--•Q3 W-7 - 12'a 22'a F" �(ADo1noN1 - Lj 5 �E.�9 <a OU m�C< L. NEW P.T-6X 6 POSTS WI - C 1 z TIt z B CASING ON Ir CIA CDNC.SONOTUBES • Wl2r CIA CONC.BIGFOOT - - FOOTINGSUNDERNEATH Ie I I I I UP TO XV BELOW GRADE USE SIMPSON ABU SS POST BASE 26 ]a 1 ICI I I I I I\/t b BC 6 MST CAP IlU' 'I b P.T.2z 1Qs I T '\ 3P.T.1z 12 7'6 \ / r-G' P.T.2 z l0s@ 16'o.c, P.T.2.1Q•®Ir— A OUTLINE OF EXIST,' n p DECK b POSTS TO ` b P.T.2zlOLEDGER BOARD LAS)LEOGE BOLTED TO p 0 t i SOLID BLOCKING WI(21 LEDGERLOKBOLTS - ,6'o.c.WI JOISTS MANGERS AT BOTH ENDS ® 3.P.T.2zM O' \ OUTLWEOFEXIST- I - B P.T.2 z+Os ,6'o.c. DECK b POSTS TO O I f($ le REMA N K I K K I I I. - THESE HEIGHTSBEFO E - THESEWINDOWS BEFORE I ORDERING _ EXIST. - I UTIL. oe En ST. CLOS. I I EXIST. en=Uo EXIST. BATH XIST GAMEROOM BATH Ily FAMILY W II" ROOMcb O _ EXIST.}2z10 GIRT EXIST.}2z10GIRT W NEW 3 Ire DIA STEEL LALLY COLUMN b 30' EXIST. u z30•z1SDEEPCONCRETE FOOTING DIRECTLY UNDER _ - NEW POST b STEEL BEAM �A JJ ON THE FIRST FLOOR P.T.2 zlOLEDGERBOMDIAGBOKBOTO i7 SOLIW...BLOCKINGWAGERS AT ENDS - " 16'o.c.WlJOISTSHMY.ERS AT BOTH ENDS _ _ -- 6 r, o -- EXIST_ z NEWP.T.2zBaQ16'o.c. STORAGE EXIST. Q fll� U GARAGE , \ , tr~L O LI 1 P..2z,I% - �p ' El0 n EXIST. ~i A _ 3a w (ADDITION) ------ --------- NEW12•M' D. A5 - SIGFOOT Cl OI G DIA ' BIGFOOT fOOTNGS TO n^� <P BELONGRADE � Fyn T�n O V L 2W . 1<'az. ze'az 6a: JOUSTING) (EXISTING) (EXISTING) (ExIsnNG) _ SCALE BASEMENT/FOOTING PLAN 1/4" _ V-O" DATE : 8/17/2007 THE DESIGNER SHALL BE NOTIFlEDIF ANY pWG. NO. ERRORS OR OMISSgNS ARE(DUNG ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUIMIN j CONTRACTOR WILL BE RESPONSIBLE FORTH¢CONTENT IN THESDESIGNER DRAWINGS IF CONSTRUCTION COMMENCES,WITNWT NOTIFlWtG THE DESIGNER OF ANY ARRORSOR OFMiS9%a& THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER 116E OF THESE DRAWINGS REOIARES THE W WTTEN A4 CONGENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF,SSp, NEW ROOF CONST. _ -NEW ROOF-CONST. zoo COW.RIDGE VENT 2x 10 ROOF RAFTERSQ16'oc. C\i CONT.RIDGE VENT .•-.- R--._ y--.--- —••. .-_-_"•- _•••—• .a-l,3 <I • ^-.N'� --^-.—•.• _ -Ur COX PLYWOOD ROOF SHEATHING V O O(7 0 -ASPHALTROOFSHINGLES"GHWIND) •J� V / \ •15LB.FELT PAPER -T HI-R BATTDISULATION 1 2z9.Q 16 o.e. Q SLOPED CEILINGS IRKANCLJ-�.��� 12 -Y BATT INSULATION - - Q L7 ti N end QFLATCEILINGS(R•30N m (/j uj -2x12RINHZS RD -AT AUL N F 25 HURRICANE CUPS =O O IC ALL RAFTER ENDS TOP OF PLATE � / z 10s Q I6'o.c. \ Y -ICE!WATER SNIE/DAT BOTTOM -' TOP OF PLATE 1 1g 0.c. � �2 W) PROP. BETWEEN RAFTERS I F"NEW ONN1I.btWPI40 GD \�\ SOO'p�F1'T VEIIfS M I / • WALL Q1WA / \ \ /O ❑ U NEW BKTbG 4 / / ` ` - NEW /I/ PLYWOOD SU8FL000. _ CONST. / NEW NEW NEW \ \ W /// GLUEDbNALEO m // WALL W.I.C. HALL BATH `�\ CONST. ///NEW 12 13 / / 2v05TU0.5®18'o.c. `\ \ i / WALK �EXIST. M W1 NEW STORAGE I2� SEC FLOOROORWAY u SUBFLOOR ' SU80M F TOP OF PLATE I uuuuuuuoEAST.2 x 10 JOISTS Q,6-A.c. EXIST.2v1DJ01STSQ1Son F NEW2v1Da0 16'o., NEW MULTI LW BEAMS s N W NEW EXIST. KITCHEN GARAGE FIRST FLDOR FIRST FLOOR - SUBFtOOA - SUBFLOOR ---- EAST.2z 104 Q ITo. FJVST.2x,OzQ 16'oA. MST,121 IOGIRT NEW3P.T.2x1Ga WN P.T.3 x B RAFTERS Q1Eo.c..VSE 3lAYERb q EXIST. (�OF T RIGID INSUALTON '.28 T.PLYWOOD BASEMENT _ �T 1� SECTION @ NEW W.I.C./BATH s BUILDING SECTION @ NEW KITCHEN17 AS f� 12 • .. - O l 12 EAST. - w NEW ROOF CONST. TOP OF RATE IOa Q,6'o. 2v lOaQ t6's. / \ SIMPSON LSTA STRAP N 12 YP.Bp.ON MutnwLBFAM - NEW ROOF CONST. , 35T PINGQ1Soc. \ SOM'VENTS RID BEAM\ \ SOFFIT VENTS RIpGBEAbt //NEW NEW NEW \ r 2 2 Z z / / STUDY HALL L'DRY CL S.\ BOTTOM OF / - - / \\ 13 2x8's IB` . CROSSTIES SEC1rNEW 316•Tb GPLYWOOD S. NEW WALL CONST. - r O SUB�LOORL�R 1 SVBFLOOR-GlUED6NAlLED ` 1.2 x s STUDS Q SHEATHING RIFY INTERIOR LL eA EASTtNG 2}I0sQ 16'ac. FASTING 2}10aQ tgon TOP OF PLATE FINISHIVOWNERS TOP OF PLATE 2f7 PLYWOOD 5lff 1TfONG W,Ox 195TEEl BEAM }.1?GYPSUM BOARD SUlAT10N MULTI LVL 8EN65 NEW W 10.85 STEEL BEAM S.W.C.SHM IN GLE SIDING - S.TYVEK VAPOR BARRIER NEW VERIFY DECKING MATERIALS REMODELED Z EXPANDED NEW2xIft@IV c: 9 SCREENED NEW '-E NEW WITH Q . LIVING FAMILY P.T.2x10LEDGERBOMDAGBOLTEDTO LL PORCH WALL ^L BEDROOM NEWTRAOEINJiK ROOM ROOM SOLID BLl JOi NG W/m EDG£RLOK BOLTS q 4 CONST. 16'D.c.Wl JOISTS HANGERS AT BOTH ENDS �1 ewIm GYP.OD.ON I VERIFY DECKING MATERIALWIOWNERS NEW 32}tOY F•'--1 1}35TRAP%NGQ i6-ac iIRST FLOOR FIRST FLOOR ti SUBFLOOR 4� p �EXISTING3x Os Q,Ea.c STING2x,sQ16'0.c SUBFlOOft P.T.Zz 1Zs NEW P.T.2a tOaQ 16-e.cOR GWT TO POST �V NEW9•BATT NEWWW LYWOOD v` EXIST. NEW P.T.6s 6 POSTS WN tNSULATION 6EAL ALL OPENINGS s m,B CASING ON IT (R=3. b SEAMS NEW FULL DAcoND w- BES MUDROOM WI2V VIA CONC.BIGFOOT NEW P.T.6 x 6 POSTS WI NEW 10 coNo BASEMENT FOOTINGS UNDERNEATH 1 x 7n z B CAS NG ON 1T FOUNDATION WALL. TO<O-BELOW GRADE DIA CONC.SONOTUBES USE SIMPSON ABU%POST BASE Wl2T DIA CONC,BIGFOOi SCALE b BC 6 POST CAP FOOTINGS UNDERNEATN TO a'O'BELOW GRADE USE IMPSONAB NEW,Dv2g CONC. ABC6POSTCAPU 66 POST BASE 1/Y" FOOTINGS 1 N -- DATE : q 4 nBUILDING SECTION LIVING/FAMILY ROOMS 8/17/2007 BALCONY DETAIL SECTION pWG. NO. BUILDING SECTION NEW PORCH e'. Z pc cn NEW MULTI LK BFAM m L,N — 3.w o Ljd 00 O Lo or- W) - C r) c�dL¢L.. 2?-Tz STI (EXISTiNGI (E%I$TW6( 16-0-z IJ F (EXISTING) (EXISTING) B 33 FNEW HEADERfF b --- --- 4 d I I -I OL---J NEW 2,UILTRAFTERSN@ SHED O I DO BE RMER ROOF V NEW SHED DORMER ROOF SVSTEN - ' rl,t -------- I EXISTING RIDGE BOARD EXISTING RIDGE BOARD- NEW MULTI L HEADER W I 311,1_1 A , ( 2z 1D W.1 6'e r-� ( LL= b b b AS I 5 - C b r I I b H h (NEWGABLEDORNER) (NEINSHEDDORMERI (E%IG1WG) (E.VSTING) (FJIISTDIG) (MSTWG) H ROOF FRAMING PLAN Q NOTES: 1.)ALL ROOF RAFTERS TO BE 2 x Urs UNLESS OTHERWSE NOTED - 2 J HURRICANE CUPS AT ALL RAFTERS ENDS r O 3J VERIFY GUTTER TYPEJLAYOUT C\2 W/OWNERS. SCALE 1/4„ = 1'-0" DATE 8/17/2007 DWG. NO. l A6 E L-oLDG go D SPY G . a� { To P c g o BA I E/. 17. 3 6 Y ,LA,VE 30 � LOT D it I �. PROPOSED SI TE PL A N L OCA TED IN r ��`iN of ,►, a OS TER VIL L E—BA RNS TA BL E—MA DAV'iD �y� \ PREPARED FOR CHAES SA CKI \ TPA DI TIONA L HOME BL DRS. 5 GIST ® DATE`SEPT.A 1992 SCALE 1'-40 FT. °AND s, y CAPE 6 ISLANDS ENGINEERING f MASHPEE — MASS. Ov SOIL TEST PIT DATA: INDICATES INGICATES PERC. OBSERVED SEPTIC TANK DETAIL: DISTRIBUTiON BOX DETAIL: LEACHING TRENC i DETAIL: REVISIONS. TEST GROUNDWATER NOT TO SCALE NOT TO SCALE NOT TO SCALE "� i)AlF �'�� s PAC� •I � vzz)/qfi� RF'r11 vf,voc -r),-$px TP G TP 4 L 0 r TP TP NOTESi I SEPTIC TANK SHALL BE STEEL 4 INLET AND OUTLET TEES TO BE CAST IRON, _ _ NO. OF OUTLETS: - FINISHED GRADE __ W�r�1T�O� ���1 T`)}'� Cv 5 EP•T GIRD. EL. REINFORCED CONCRETE SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE TEES �I GIRD. EL. _—_— GRD. EL. __ GIRD. EL. _ To BE CENTERED UNDER MANHOLE COVER NOTES / _ 1 -_ �Al•�iG A 17A `r37 F►TS,SN�w UNLESS UNDER PAVEMENT, DRIVES OR J v V 1� GW. EL. GW. EL. _ _ GW. EL.— _ GW. EL. � 2 SEPTIC TANK TO WITHSTAND H-10 LOADING � iL� A!V� LOAM L DIST. BOX TO WITHSTAND H-IO LOADING UNLESS UNDER PAVEMENT DRIVES OR • . -,.. _,... 4/3V,85 --- -- TRAVELED WAYS,WHEREIN N-20 LOADING I � � �. � � L S_ i , i SHALL APPLY. ) PRECAST - _--- _URATED PVC — — --,- ` TRAVELED WAYS WHEREIN H-20 LOADING 4 PERP - S_0005 T SHALL APPLY. F1,Rr�:j�t) 3 ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER /?" I CIS ' ( 1, �EEFECT"*[7 CONSTRUCTION TO BE WATERTIGHT BROUGHT TO FINISH GRADE i Box 2. PROVIDE INLET TEE 0R BAFFLE WHERE SLOPE OF �E�E b BOTTOM // EPTH Q DO NhT J� �� ��E LpC-A "f )o1\, INLET PIPE EXCEEDS 0.08FT/FT OR IN qL PUMPED SYSTEM12 MIN., _ COVE: 4 __ 3 FIRST TWO FEET OF PIPE OUT OF DIST ; z Box �� LAID LEVEL GENERAL NOTES: is-� � FLAN VIEW MEASURE SLOPE AT THIS POINT PROFILE NORMAL WATER LEV REOMOVEABLE 1 . THIS PLAN IS FOR DESIGN AND DIST=150xSLOPE CONSTRUCTION OF THE SEWAGE PROVIDEVER 2°/ M FINISH GRADE LOAMBSEE DISPOSAL FACILITY ONLY. INLET TEE �y�� WATERTIGHTPRECAST I _� ZJOINTS1tYP) I I ' - --- - - - - 2 ALLT4 0" MiN OS- y r'� SEE I f 7 yll(y CONSTRU CTION METHODS AND 3EV IC I 4 LIQUID DEPTH - TEE ' ' NOTE 2 I Y ,•,J- -r. ,'% r)C-^--- - TANK _ SL&" —� ', I 4� INLET _ },---j , 4 OUTLET ,: 4 - v L- 3 2' MIN of :/8" To MATERIALS SHALL CONFORM TO 3 1/2" WASHED STONE MASS D.E.Q.E. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. it --- J- - D r t „ $ ~ �' 3/ TO -1/2 ' n DOUBLE A BOTTOM ON LEVEL STABLE BASE M t P) �1 y .T >TA :f SLOPE - x > SHE T o fines) ALL � I V� . HA I-L fl _ 1 � CROSS-SECTION "Ast CROSS-SECTION �jCN� L'� 4-0 FLAN viEW CROSS-SECTION VIEW _ - _-- DATE: DATE: DATE: DATE: 1 -- 4 -- INVERT ELEVATIONS: = _4 T T l I TEST BY: TEST BY: TEST BY: TEST BY: ' - _ - .. 4"" INVERT AT BUILDING `,00 WITNESSED BY: WITNESSED BY: WITNESSED BY. WITNESSED BY t 4"" IN% ER T AT SEPTIC TANK (m) 30 '} �� veYi ��, - ,� -- so, ie0.)"r 4 ' below e .G I FFt�i�D --- -�. ► 1�--- - - -- - L4 Zt- r�/� ;.� i+,.scf,� o - go _ 4' INVERT AT SEPTIC TANK(out) ZI ,4 a -!_ , f" `�r2.►'i C� a`�' `}! 1`6�e o-F �4 nx�r l�C�t PERC. RATE: PERC. RATE: PERC. RATE PERC. RATE "3 ' c3z � 4" INVERT AT DIST . BOX (In) c'p �3Q MIN./INCH _ - ��.- MIN./INCH M►N./INCH MIN./INCH (� /' fl .- •� 4" INVERT AT DIST. BOX(out) v 4 4 E►->�>>--���. sH� LL. 5� T' 1ZV1S f >> \ C ►.�a'T V�-T lUdJ OF S r P_T,)C S%(Sl e / .r <I.. - / _ -Pt1 N t Rr R� 0'�,ST. -.1 A t jT7 S �-��t L t T E.ST • �;, c '.. �� \A' - INVERTS AT LEACHING FACILITY D DATUM: -fl EN �M Tc�G12AN�1c � � y _� g�xT�� �, >✓►�SvTe 5�.p-T,c. %1<3T1w. pi Ny�1 INC . ;J"17 r t v t S �, N G E,Z'1' I '� r r�iL 1'J tiv?•- of- VERTICAL DATUM: ��, 1/ � � a � � �! 4" INVERT AT BEGINNING ,•� „ 's 3 A ►. S 7 �tA3 L�. � � OF LEACHING TRENCH l�_��4_ 4" INVERT AT END �S BENCH MARK USED: StE.fz.-1'tE- 1� LA OF LEACHING TRENCH t�.00U GL Ai�o�.,`rS /` ELEVATION AT BOTTOM ' Oi LEACHING TRENCH PROFILE. SCALE: HORIZ. 1 _ � OBSERVED GROUNDWATER ELEVATION VERT. ,jam - - -- - 'T � O � NQ I I� SE:P'r\L SL1S"i'�M LERCNItJC� �qC\Ltly sETpACK. f~(�c�s�^, \,NE''tRtJbS _� DESIGN CRITERIA: ,150 ' MIN►►''IUM, ( SEE RT-FACµEO S IITE PLAN) DESIGN FLOW - iNUtV i OUAL. BEDROOMS AT [AO-G.P.B./D ' = -�.P-D- 2� w ¢T i C. Tp►N l�S O E I� M A N I M�� o' k( �'1 , - - T � t_oc.t-1 T CU �:r t F � . � �= � hu�SE- FovNDA TioNs 0r2 R� Tit f`I t NG ',Nr� =- �s 40 .��2 3� vh�t �� ��klNuEk -ro dE INs�aLc � 5, LEACHING FFRC. L.\T\ ES 70 S LO( ATEV A M1N\ fVk'JM UI= ►Q ' - FRON\ PROPG_RTy L! Ne S ArjQ zv ' F-P_O�A HCvSiz Pot,)"QAT10"S i CAPE COD SURVEY (')P RE Tra 1 N I NG VvA LL S . °p '' i�I �P�S � � �:�:� REQUIRED SEPTIC TANK: �> � G I�Q�I C ti F o i2>Yl T 1�r� s>}ow N w }sKo ►� _ >Nyr� s��r�r� CONSULTANTS GAL- �-RN �� BA XTER N '� ; StJC. ANC HOES N REP�ES .t. '�/ SEPTIC TANK PROVIDED _ %So AL 3261 MAIN ST ROUTE 6A NN ALTvAI. SuKvE`/ O/U Tr+� (93QQL_ &-I CRPF_ C-OID SjIzUt� G BARNSTABLE VILLAGE. MA 02630 cokrS- _TANTS. ��` SIZE OF LEACHING FACILITY REQUIRED (617) 362-8133 = DESIGN PERC RATE MIN./INCH � DIVISION OF BOSTON SURVEY CONSULTANTS INC ENGINEERING • SURVEYING • PLAN^�i,ti'� TITLE. SEWAGE DISPOSAL ` 'G I,rSY� �}w/ SIZE OF LEACHING FACILITY PROVIDED �-- SYSTEM DESIGN i� ,,. �,f/,�- . ,�,j_ '•�� T2�.+v�r 3' �3` � 3� L.orv'� «r_ . L_j T CROSS—SECTION. SCALE: HORIZ. 1 " _ � - _ ' VERT. 1 Z x 3 X 35 x 2.5 GPDIse = SZS GPD C f-1 1..-6 k t" l.._ONDI N G � _3 x 35 x ,,O �PD I51�' t45 6PU f�T F (�30 G Pro S�... i ID D E R ZPq M \.J , J GEtt' �� :OMP � �r.rj1l. 21 = �' •'E►.1-'-ER`JIL_Le) . A (�� �TEi�\j ' t) 1" 1� 'J i r<tap►f7Fi ��� L� ` ;,T ��_ LOCUS PLAN: I ,..� LR4cY � 1 - 4-' ��SPARED 8 _, 1CP,�E l P)T S. ---- PREPARED F O R 1ILvI1- 1j�.vI RSSOC =NC . U 4. �3 DATE I7 ' S /r 4) OQ `4' COMP DESIGN - 1r CHECK \ S�v`J ,R P M DRAWN PLAN VIEW FIELD - -- -- --- - 3, SCALE 1 - FILE NO a I DWG NO JOB NO:()Tj-I - CXc 0 FEET SHEET ! OF iy .. t• 4� � a D.A. 07048 VARIANCES BEING REQUESTED: GENERAL NOTES : r ' I. TITLE V, 310 CMR 15.211(1) - TO ALLOW AN SAS. TO BE 5' OFF 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS A PROPERTY LINE IN LIEU OF 10' SITE : 2.) LOCUS AREA IS COMPRISED OF � - � + �,. - � • 2. BARNSTABLE BOARD OF HEALTH, CH. 360-1; SETBACKS - TO ALLOW AN BARNSTABLE ASSESSORS MAP 186 PARCEL 015-001 S.A.S. TO BE 82' FROM A WETLAND IN LIEU OF 100' CERTIFICATE OF TITLE: 156 065 LOT 1 LC.PL. 391• 43A OWNER. DANIEL R. GOBLIN USA F. GORIN 420 BAY LANE CENTERWLLF, MA., 02632 3.) PROJECT BENCHMARK M28 QS ELEV. 27.416 NGVD29 N ( ) CONCRETE BOUND WITH DISK l SOUTH SIDE OF SOUTH COUNTY ROAD, EAST OF BAY LANE, CE MDMLLE a 4.) ZONING INFORMATION ,; <, 'Y � �• ZONING DISTRICT RD-1 (Residential) t. # AP Aquifer Protection Overlay m' r :tir District RPOD Resource Protection Overlay District CURRENT MINIMUM ZONING REQUIREMENTS: LOCUS MAP Scale: In = 2000' MIN. LOT AREA = 2 ACRES MIN. LOT FRONTAGE - 20' MIN. LOT WIDTH = 125' FRONT YARD = 20' SIDE & REAR YARD = 10' / 10' 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SRE IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXIER NYE ENGINEERING AI SURVEYING BETWEEN THE DATES OF MARCH 21 AND MARCH-27, 2007. B-38 7.) COMMUNITY PANEL NUMBER: 250001 0016 D 8-37 8-39 B-40 B-42 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES A10 (EL 11), B AND C, 6-36 AREA OF MINIMAL FLOODING. \ / 8.) —35 B-41 � • SITE IS NOT WITHIN AN A.0 EC. (AREA of CRITICAL ENVIRONMENTAL CONCERN). / B � /' —34 20 /•• • SITE IS NOT WITHIN AN AREA006 "ESTIMATED FWBffATS OF RARE WILDU� N PER HESP N MAP OCTOBER 1, / E WITH THE MA WERANDS PROTECTION ACT REGULATIONS 310 CMR 10).• / B-33 I► • SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 39�/ PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER RT P eRe �D�°LD 4� THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) B-32 O �D= 9 SITE IS NOT WITHIN A STATE APPROVED ZONE If GROUND WATER RECHARGE N 40 21 40 ti ce/bH FM •,� . . .-.. .•` PROTECTION AREA / 139s 63a 7D 9.) U77UTY INFnRMA11ON SHOWN HEREIN: / •• •• • THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888—DIG—SAFE AND UTILITY COMPAMES TO LOCATE / B-31 ,.•' N/F ALBERT P. MacDONAL.D ( ) \ ALL EXISTING UMJTIM AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF 8-30 EXISTING UNDERGROUND NFRASTRUCTURE; UTILITIES, CONDUITS AND UNES ARE SHOWN IN AN APPROXIMATE / WAY ONLY, MAY NOT BE UNITED TO THOSE SHOWN HEREIN MID HAVE BEN BASED ON THE 8-29 30A*1 FM`. AVAILABLE GM M RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY ABLE FOR / PARCEL AREA TO DELINEATED WETLAND EL - 9.09• / "�° � ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID / B-28 38,692 Square Feet t B-23 , INFRASTRUCTURE AND UTIL/iE5 EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE I 0.89 Acres t CONTRACTOR SHNl NOTIFY THE ENGINEER IMMED ATELY FOR POSSIBLE REDESIGN. 227/24 A B-27 AS-BUILT-1 • D DATED 11 N16 9 1. ABLE C roAINED FROM TOWN OFE SEPTIC SYSTEM LOCATION SHOWN ON THIS PLAN IS APPROXIMATE B-26 8-24 o ' CCOONTRACTOR TO VERIFIY IN FIELD THE ACTUAL LOCATION OF UNDER GROUND EDGE OF WATER B_21 ' , PONANTS. 'MAIN DITC Hm per LC C. PI. W762 A A-2 FIELD LOCATION DATE: MARCH 27, 2007 B— 25 10.) ' WETLAND DELINEATION BY JIM LASS. ENSR/AECOM, MARCH 23, 2007. N/ ,'BRUSH ; a � I FIELD LOCATION BY awn NYE ENGINEERING & SURVEYING: MARCH 26, 2007 8-20 A-3 / B-16 A-4 SITE LOCATION: / FH /370 420 BAY LANE / �� - N CEMMRVILLE, MA s B-1s B— 7 B`18 100' OFFSET / f A-5 PREPARED FOR B-15 � � NTH NEW STEPS(l N 4' P E INV.�15.0 DANIEL R. GORIN � . a��� ADDITION „ o TANK �� �� LISA F. GORIN r / -15 Oro A-7 6 TTiIE / -� r •• o \ Wetland Permit Plan / /• NOV EXISTING MAILBOX ` i i •' —BOX A-8 r ' ° m UNDERGROUND / /• 11 '� �j ,�` % ELEC././L CAB _ B-13 L------------- • , - 5, BAXTER NYE ENGINEERING & SURVEYING 450.30` / — 8-9 ` � 20.�, tI�`� � -' w — U9o2°L 25 a S 22'03 2s w f B-10 NB-12 , ` s 3s �4-��• -----� 22 3`2s" 1v e \ Registered Professional Engineers and Land Surveyors _co � S.A.& 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 IT 66 (TO BE REMOVED) Phone-(508) 771-7502 Fax - (508) 771-7622AL B—g ! TcPHEN /. B-2 30 0 30 60 Z A �' N/F' ROLLA F. GRAHAM OFFSET -A B-3 a-5 SCALE IN FEET � �Q� SCALE: 1 = 30 o�ss vp �r B-4 o 0 0 s DATE: 6118107 f 0 ry 1 SAW 7/18/ REVISE DISTRIBUTION Box LOCATION U p NO. BY DATE REMARKS o DRAWING NUMBER CD 0 0: 2007 2007-016 surve worksht 2007-016WPP.dw 2007-016 o � I