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0130 REDWING LANE
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',, . .r • .,� k d q- 4 +; b, 9 , - A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,, ' Map , , j�' Parcel (,4y t.}=.f- tiApplication#o236�a-Y1.3y Health Division r :�.; :,,p,,Bho":7:117:173t5: n Conservation Division04- L.,,,;., Permit# Tax Collector ��. ✓ a Date Issued /0 c�15 Treasurer Application Fee �i/ Planning Dept. Permit Fee I q '• gI Date Definitive Plan Approved by Planning Board 0)C Historic-OKH Preservation/Hyannis 61d7/ 6 Project Street Address ( P (Rill h3 1.31 if Village bik/IS T A6L-Y�. Owner 31.64,z A 1'•-3 "/Atedcii (, Address "PO• ek go (pelt. IA, :O Telephone 6O 1(22,` c - 7�6 -mil �7� C p '7 f vV� —_ — v i Permit Request waLoSI_ Et-iSlikle-f /PAW 6if,4.k1MO use. R'fro .'iibt I _ pan)) I&,37FJ(.4._ 2)l:t48E.E. Mc.t.16 i/l1$ivzoLW' , 6'00 _ Play rct6:1.SSAai kl..pina /R-s- N0 e,NI`9NG, :I F6 e- -T r pk iiA .„N ,4, i:t.t Square feet: 1 st floor:existing Tyr / proposed 0 2nd floor:existing ® proposed ' Total new �; Zoning District g F— I Flood Plain Groundwater Overlay Project Valuation kill 16® Construction Type tidU ct.b FRR rtna Lot Size I.1 Grandfathered: ❑Yes 'No If yes, attach supporting documentation. Dwelling Type: Single Family i Two Family ❑ Multi-Family(#units) Age of Existing Structure '25 3f3. Historic House: ❑Yes lielo On Old King's Highway: Yes ❑No Basement Type: fifFull ❑Crawl ❑Walkout ❑Other v Basement Finished Area(sq.ft.) , 0 Basement Unfinished Area(sq.ft) / S 5 3 Number of Baths: Full:existing , new f) Half:existing 1 new Number of Bedrooms: existing 6 new 6 Total Room Count(not including baths):existing g new 0 First Floor Room Count c Heat Type and Fuel: Leas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 'No Fireplaces: Existing o ., New 0 Existing wood/coal stove: ❑Yes I�No, Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size -Attached garage:Idexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 1 Commercial ❑Yes iNo If yes,site plan review# , Current Use Proposed Use BUILDER INFORMATION Name 9a-17''�/� Telephone Number Address D t/ j• 06,41e21 License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ry l,friAr eY SIGNATURE .e9i�' '/74/. DATE /0—,g61 0 — .. . I 4 FOR OFFICIAL USE'ONLY, - i . . • . , . PERMLT-NO. . . . . ..• DATE ISSUED . • , .. . . S ..• MAP/PARCEL NO. ,. . ; • .: • . ADDRESS. ' VILLAGE • ' OWNER I • . t . t , . . . . . . DATE OF INSPECTION: . . , ; . t- FOUNDATION , ' . . . FRAME , . ). . t INSULATION „ - . , FIREPLACE . t . -1- , t ELECTRICAL: ROUGH FINAL . . 1 , ' PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL '.. FINAL BUILDING . . , , I . . . .. . . . . ; . DATE CLOSED OUT ASSOCIATION PLAN NO. , . , Permit# '1 Permit Date 1 i 0REScheck Software Version 3.7.3 Compliance Certificate Report Date: 10/16/06 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 130 Redwing La. Deborah A.Blakely Bamstable,MA 02630 P.O.Box 803 , Barnstable,MA 02630 508 362 4979 Compliance:Passes -- Maxim n_ A ge tawHome LJA gliNceiggibBetterWEIDCode UA I Gross Cavity v Glazingez Assembly x 4 R-Value 3R Value {.�'jDoor Perimeter, U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 180 40.0 40.5 2 Wall 1:Wood Frame,16"o.c.: 635 19.0 19.5 18 Window 1:Wood Frame:Single Pane: 76 0.430 33 Door 1:Glass: 18 0.430 8 Basement Wall 1:Wood Frame: 140 30.0 30.5 53 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 140 30.0 30.5 2 Floor 2:All-Wood Joist/Truss:Over Outside Air: 40 30.0 30.5 1 Boiler 1:Other(Except Gas-Fired Steam):89.9 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Page 1 of 1 • RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPA6CE14 / square feet x$96/sq.foot= 12, 0 !17 x.0041= 19s V plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= 7,4/4 ( x.0041= 30, 70 plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 : Town of Barnstable 1",9\ • Regulatory Services • ii ASTABLE, ; Thomas F.Geiler,Director Mass • lib s659•ye' 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 • HOMEOWNER LICENSE EXEMPTION • • Please Print DATE: /Q o2O OA • JOB LOCATION: ary d tJ'/q I n. ie19 // j� number street/ village "HOMEOWNER": .0.gAn<a 4 -A/o9f(. e/ 570 3602- '979 name p home phone# • work phone# / • CURRENT MAILING ADDRESS: V. gO X Ya3 • lAAQ/1r4O6,e ,/719 0,4'go . city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-familydwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) •. The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. 4I4f d Signature of Homeowner • • Approval of Building Official • Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section.127.0 Construction Control. • HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt INOTES JOB NO. 804-04 . y BIQkely.dwg 1. LOCUS IS A.M. 318, PARCEL 48. 2. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. N/F TOWN OF N , - REFERENCES: CERTIFICATE 136383 BARNSTABLE m -+ 41V L.C. PLAN 17994—E °o oo- ZONING DISTRICTS: RF-1, AP * 33.5 512' 00. FRONT YARD 30' Mr " HOSE �° SIDE YARD 15' td 86'59'40" w 13.4' '� 1� REAR YARD 15' vim.°= ::: ' - '..1N ‘3 = ,, 4 �_=8, LOT 27 _ O • 1„ ..4 Z p 84,500±S•F. .�s O I IL \° 01 O at i 4\'� 0 'T ter N/F TENLEY A. : 1 BLAKELY. TR. ) o N/F STEVEN & (AKA TENLEY A. SPRY),, ,t o� co n MICHELLE R. GALVIN II/, (Nib CA � 1 1tb 4O co 4. uj 0 r 1%,- l''t m Z .. A 3 •. k 11;'• 4 i , " `38. - 4'y fib( l t- Rtz s (75 qw s s7'29'44" W N/F RICHARD N/F DAVID P. & 52.50 G. SMITH NOELLA N. MUNSELL SITE PLAN F FOR 0 * THE 130 REDWING LANE :-e z REALTY TRUST STEPHEN F. JACKSON, TR. r 4.- LOT 27, 130 REDWING LANE i y. - BARNSTABLE, MA 4, .y_- -� AUGUST 11, 2003 SCALE: 1 n=1001 %1 • ,' : _ _' 1 : RONALD J. CADILLAC, PLS, RS vdb..- , .r" PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 8litios P.O. BOX 258 WEST YARMOU1H, MA 02673 ©2003 BY R.J. CADILLAC Om) 775-9700 PAGE 1 OF I 1 BOISE. �' Double 1-3/4" x 6" VERSA-LAM® 2.0 3100 SP* Roof Beam1RB02 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Monday, October 23, 2006 16:26 Build 057 • File Name: G Blakely_1;0 Redwing.BCC Job Name: Description: WINDOW HEADER Address: 1 0 Redwing Lane Specifier: City, State,Zip: Barnstable, MA Designer: Joe Madera Customer: George Blakely Company: Shepley Wood Products Code reports: ESR-1040 Misc: . 0 12 i v i i i i v v i i v v v v v v i i v v 3 v v v v v i i i i v v v v I v i v i v v r rr �c m r � o r riles, %r' 4,. ri r 06-00-00 BO,3-1/2" LLB1,3-1/2" 90 lbs LL 90 lbs DL 408 lbs DL 408 lbs SL 600 lbs SL 600 lbs Total Horizontal Product Length=06-00-00 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 06-00-00 15 30 06-08-00 2 Unf.Area(psf) Left 00-00-00 06-00-00 10 10 03-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1405 ft-lbs 20.8% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 701 lbs 15.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U1079(0.062") 16.7% 2 1 output as evidence of suitability for Live Load Defl. U1717(0.039") 14.0% 2 1 particular application.Output here based Max Defl. 0.062" 6.2% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1098 lbs 12.4% 11.9% Spruce-Pine-Fir or ask questions, please call B1 Post 3-1/2"x 3-1/2" 1098 lbs 12.4% 11.9% Spruce-Pine-Fir (800)232 0788 before installation. BC CALC®, BC FRAMER®,AJST"", Cautions ALLJOIST®, BC RIM BOARDT'" BCI®, BOISE GLULAMTM' SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(L/180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. * Cut from: 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP Connection Diagram 1 b r_ ____d_...., le 4 c 1 a minimum=2" c=2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 • BOISE- Double 1-3/4" x 6" VERSA-LAM® 2.0 3100 SP* Roof Beam1RB01 BC CALC®9.3 Design Report- US 1 span I No cantilevers 10/12 slope Monday, October 23, 2006 16:26 Build 057 . File Name: G Blakely_1 0 Redwing.BCC Job Name: Description: GABLE END WINDOW HEADER Address: 1 0 Redwing Lane Specifier: City, State,Zip: Barnstable, MA Designer: Joe Madera Customer: George Blakely Company: Shepley Wood Products Code reports: ESR-1040 Misc: . 1° 12 1 v . w v v w v v W w w v 'V' 'V `V v v v v v v V v• v v! v v v v w v 7 7 v'I v V. v V V v v v V v v v v v v v v 1 v v v v v v v v v v v v w v v v v el RI I2-00-00 B0,3-1/2" B1,3-1/2' DL 335 lbs DL 335 lbs SL 180 lbs SL 180 lbs Total Horizontal Product Length=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 01-00-00 2 Trapezoidal (plf) Left 00-00-00 0 n/a 06-00-00 70 n/a 3 Trapezoidal (plf) Right 00-00-00 0 n/a 06-00-00 70 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1640 ft-lbs 24.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 453 lbs 9.9% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U452(0.307") 39.8% 3 1 output as evidence of suitability for Live Load Defl. U1459(0.095") 16.5% 3 1 particular application.Output here based 30.7% 3 1 on building code-accepted design Max Defl. Span/Depth 0.307" 1 properties and analysis methods. P P n/aInstallation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 515 lbs 5.8% 5.6% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 515 lbs 5.8% 5.6% Spruce-Pine-Fir BC CALC®, BC FRAMER®,AJSTm, Cautions ALLJOIST®,BC RIM BOARDT"" BCI®, BOISE GLULAMT"" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U180)Total load deflection criteria. L.L.C. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. * Cut from: 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP Connection Diagram L--I b r_ 4 /\ •I . a minimum=2" c=2" b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FBO1 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Monday, October 23, 2006 16:26 Build 057 File Name: G Blakely_10 Redwing.BCC Job Name: Description: FLOOR BEAM Address: 1;0 Redwing Lane Specifier: City, State,Zip: Barnstable, MA Designer: Joe Madera Customer: George Blakely Company: Shepley Wood Products Code reports: ESR-1040 Misc: v v v w w W 'V ® A d V 'V V' 9 9 NI `4, 0 V' 4~V v v V W V V' V V V v V V V W V v ® v v v v v v V v yr v v v v 'V 'V V V V V V v 3 v v v v v v v v V yr v. v v v v V V yr V 08-00-00 a' BO,3-1/2" B1,3-1/2' LL 1800 lbs LL 1800 lbs DL 997 lbs DL 997 lbs Total Horizontal Product Length=08-00-00 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 08-00-00 40 10 06-00-00 2 Unf. Lin. (plf) Left 00-00-00 08-00-00 60 n/a 3 Unf.Area(psf) Left 00-00-00 08-00-00 30 15 06-00-00 4 Unf.Area(psf) Left 00-00-00 08-00-00 10 10 03-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4972 ft-lbs 35.6% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2040 lbs 32.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U889(0.102") 27.0% 1 1 output as evidence of suitability for Live Load Defl. U1382(0.065") 26.1% 1 1 particular application.Output here based Max Defl. 0.102" 10.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 9.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2797 lbs 31.5% 30.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2797 lbs 31.5% 30.4% Spruce-Pine-Fir (800)232 0788 before installation. BC CALC®, BC FRAMER®,AJSTA/, Cautions ALLJOIST®, BC RIM BOARDT"" BCI®, BOISE GLULAMTM' SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram - a Ibr- TdT 4 c v •1 • a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RBO3 1 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Monday, October 23, 2006 16:26 Build 057 . File Name: G Blakely_1?;0 Redwing.BCC Job Name: Description: HEADER AT FAMILY ROOM I Address: 1?0 Redwing Lane Specifier: City, State,Zip: Barnstable, MA Designer: Joe Madera Customer: George Blakely Company: Shepley Wood Products Code reports: ESR-1040 Misc: . 10 12 la4, 1 ® 111 ® 4= l4, l4, 1111111111111lv11lw111ivvl1 J 14-00-00 BO,3-1/2" B1,3-1/2" DL 800 lbs DL 800 lbs SL 1470 lbs SL 1470 lbs Total Horizontal Product Length=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 15 30 07-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7435 ft-lbs 46.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1919 lbs 26.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U331 (0.491") 54.4% 3 1 output as evidence of suitability for Live Load Defl. U511 (0.318") 46.9% 3 1 particular application.Output here based 0.491" 49.1% 3 1 on building code-accepted design Max Defl. Span/Depth 0.4 1% 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 0 0 or ask questions,please call (800)232-0788 before installation. BO Post 3-1/2"x 3-1/2 2270 lbs 25.6/0 24.7/o Spruce-Pine-Fir B1 Post 3-1/2"x 3-1/2" 2270 lbs 25.6% 24.7% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, Cautions ALLJOIST®, BC RIM BOARDTM BCI®, BOISE GLULAMTM SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram 1 _Li...ibr._ 7d_...1 _ .-:.. ,. c I •1 • . 4. a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ,oFtKe r�ti Town of Barnstable ..; -.. 012 f 19 Permit# 7s�1 C i � �� , Expires 6 mouths from issue date _ � y S i BLE, Regulatory Services Fee � ass �* Thomas F. Geller,Director V fl u4",� Building Division Torn Perry, Building Commissioner A' p .�. 200 Main Street,.Hy smiR,MA.02601 MAR n 2004 � Office: 508-862-4038 TOW Fax: 508 790-6230 ��v -" EXPRESS PERNIIT APPLICATION - RESIDENTIALC& Not Valid without Red I-Press Imprint Map/parcel Number '/d /o , Address /3 0 RE.61, f �AA/M 3 Property � / Value of Work j/G? 9, Residential Owner's Name �0 tAL4 �[- n ) &Address_ JTEPNR / `. �igiii /y �/Kro 7 1 10/ .Y.L. 717 / li., G`E I Q„a _ I / R_4.f 4 1/ Telephone Number Jr Contractor's Name Y �`'� ,/ I�f Home Improvement Contractor License#(if applicable) '• i o95 Construction Supervisor's License#(if applicable) ®Workmen's Compensation Insurance • Check one: ® I am a sole proprietor CI I am the Homeowner. D I have Worker's Compensation Insurance — — Insurance Company Name 'T,Q,pa L.6J Workmen's Comp.Policy# 7 P.7148 — ‘7 9 X 14S'3 — Q3 Permit Request(check box) Iit]'Re-roof(stripping old shingles) All construction debris will be taken to T of trhumesetfriak oeary 0 Re-roof(not stripping. Going over existing layers of roof) a - 6200 Re-side' tO 0 Replacement Windows. U-Value (maximum.44) • *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvem nt Contractors 'cense is required. Signature • • ' •TiE Tpk�O Town of Barnstable PD� asp. Regulatory Services Thomas F,Geiler,Director 400p41D1j Building Division - Tom Perry, Building Commissioner • 200 Main Street, Hyannis,MA 02601 • Office: 50 8 -S62-4038 • Fax: 508-790-6230 • Property Owner Must • Complete and Sign This Section • • If Using A Builder • • • • . T"f.Pif✓£4 c TA ..;as.Our.•neat..of the.subjectpropetty ....-. ._. .. hereby authorize ..to:act on my..behalf,. . in all patters relative to work authorize. by this building.pe t-application,for: •• • • • p . . (Address o ob) • •0 _4/2,Y/a,1 S' tore f Owner Date • • STEPtit Print Name y . _ TOWN OF BARNSTABLE Permit No. ___ -_-_ I ���� Building Inspector Cash *7111.-0 .yv. . OCCUPANCY PERMIT Bond Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. , Building Inspector h. ,;Assessar's map and lot number ! �" " e i'. — y �' - ts-.,� Q ���TNT' .. Sewage Permit number d� ' >r e House numberIP' 0 SEC Y 2 BARNSTABLE, i§' �i EM�a Z; INSTALLED IN COM i6 pY �T a• TOWN OF BNR.1 SIP 4' r COD TOWN REGULATIONS AND BUILDING If SPECT R -coAPPLICATION FOR PERMIT TO `^' A057. torissw" TYPE OF CONSTRUCTION ....2.0). ' Sklp. ‘-'-' fix 19 i' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accor ing to the followin information: , t p 41h- �,8tL \MESS• a , Location ..#'� ©1.� � ���'1 L Proposed Use 6414401 Zoning District c ‘6,i'VAFire District `vZ,,Skit Name of Owner 0.1! .W' l'�, Address .. ,qt1 J .us► V\` ". Q1,Cv` �(k: V Name of Builder S1- Address 5ZA' -44, Name of Architect - Address Number of Rooms :.S.t"Sr 0 Foundation14�d 4C41$•0144J4tkp.,- Exterior �Itat"4A..�'!C. 'Roofing uotoit Floors k 4 LWA Interior SkAltok ?C CAlk Heating rr... it..)• .es 1 Plumbing \,, 4t \.) C 1 t4 is Fireplace .. Y�� ° Approximate Cost ��„b eOQ ,O" VS-/ Definitive Plan Approved by Planning Board 19 Area v " / Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH O,r/. 1 se-3-----6-9 4 3° 4/1/ ,, , . o' (:\ 1"o° `\ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 141 L. Name 1, ••• ••f)"0/V — i, _ _ 1 om`__ _ nBLAKELY, GEORGE W. r 22508 One 1/2 Story' N� Permit for , , , Single Family Dwelling • Location Lot #2 7, 130 Redwing Lane 1 Barnstable - ' Owner George W. Blakely . Type'of Construction Frame i Fi.f' Plot Lot "' ' `11Permit Granted ....Se.ptembe.r...l.8.,..19 80 . \Date of Inspection ��/ 19 W ,Date C mplet ' �/ 9 ' I . © ,r $1// , f�� Y - ' PERMIT REFUSED m rot i� cc .e. " Approved ,.,--,i..r....... =�. 19 . 1 ' r tr ` 2 1 - - - _-. -.- _.._ _ -� _ -.- - _._ - - .1 J ate ®dc11-- ).jam ?/g-6, Assessor's office (1st floor): n� i . Assessor's map and lot number 2, b "7O SEPTIC SYSTEM MUST B ....oo"Ero Board of Health (3rd floor): ee INSTALLED IN COMPLIAN%";: :,0, o� Sewage Permit number ° . S WITH TITLE 5 " '" ADd9TSDLE, i Engineering Department (3rd floor): ENVIRONMENTAL CODE A o YAU. House number / F d ". '11'�CAWNI fl`b 1 gl__ATAQNS ''1'allo Pi APPLICATIONS PROCESSED ,8:30-9:30 .A.M. and 1:00.2:00 P.M. only • TOWN 'OF BARNSTABLE ' : BUILDING ; INSPECTOR w APPLICATION FOR PERMIT TO Luaci� r2v�4 ` - kki" " i V TYPE OF CONSTRUCTION 1�. 51. f., . I "t/ 1916 TO THE INSPECTOR OF BUILDINGS: [ The undersigned hereby applies for a permit according to the followingl \ information: �Location ..� 0 14�W►� : Y�Z� � � �. ►a�� `'. . .. . Proposed Use SZS y ce/.f.?..X.- Zoning District VS Fire District 12 S 44- Name of Owner ... 7W594 ji Address cVE‘ ,, l Name of Build ...\Z e �Ak� �er AddressTe6 79Aclik, '347 Gitta0%-2 ; Name of Architect `r Address Number of Rooms ®. Foundation ..‘0Au.s2e)/ CCU' .. Exterior ..W.IC CLV r Roofing Qom_ C , 1 J , . Floors . u. , cokc:V:Q!_ Interior WU) Heating — Plumbing Fireplace ► '--` Approximate Cost 0 POO oxC ,,,, „Q,e/ - i . Definitive Plan Approved by Planning Board 19 _ Area /� 4 .6 /7 Diagram of Lot and Building with Dimensions Fee 9:72..... SUBJECT TO APPROVAL OF BOARD OF HEALTH MO pcO Z A/ s�� S"� tcy---56 30 x5a • t. 1 V:3 la \''szvL'- c i I - • = - • . .1(-.1/4sk-,t,s'te,..1,4, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To of Barnstable regarding the above construction. 1 Name ...... 1 G143� Construction Supervisor's License y t *: i BLAKELY, GEORGE & DEBORAH I No- : 29164 permit for Barn & Swimming Pool { j Accessory to Dwelling ft _ -� •. . •`': Location 130 Redwing Lane f-� ---` _ ♦ .. ` Barnstable --` ,,/1 ,- ,. a ._ .i , tom, vt '1 +.1 r ; , 4� a r e" i. , z Owner George & Deborah Blakely . i' '''" -� I -1' '`; Type:of Construction Construction . , sue% -� °, • r .,_ ''.•; N 'y -- _.., r, • r' i - .1' - ...i —.w. ' • 11 i \ e—A Plot• Lot R r a ��� �. i {tea '1. ,:: • 'i r - 4 Permit Granted April 8, 19 86 'r, t. (q - ,. . . Date of Inspection 19 '^ • �; • yi; Date Completed >�. 19 , ,i3 r �a '` ,t 4 r) 4 fi e. 1 a t r t .. 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