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0573 SANTUIT ROAD
7 S A N I s _ Falmouth Real Estate 508-000-0000 p.2 KKS Duct Testing & Sealing Michael Santos (774)930-0123 5 Acoaxet Ln. W.Wareham, MA 02576 Duct Leakage Test Address:(573-SantuifRd:;Catuit,�Mi UPON Test Type-Rough In:4%maximum allowed Conditioned floor area= 2,240.8 sq.ft. To comply with Section 403.2.2 of the 2012 IECC Code in this home the Maximum duct leakage CFM=89.63 Duct leakaee tested=62.74 This home complies with Section 403.2.2 of the 2012 iECC Code Date of Test: 03/09/20 Technician:'Santos, Mike Test File: Customer:Quality Mechanical Systems Building Address: 573 Santuit Rd. Cotuit,Ma. Phone: 508-291-6170 Test Results 1) Measured Duct Leakage: 62.74 2) Duct Leakage as a Percent of System: 3) stem Airflow: 4) Duct Leakage as a Percent of Building Floor Area:2.8% 5) Leakage Split: Supply Side: n/a Return Side: n/a 6) Duct Leakage Curve: Flow Coefficient(C): 14.8 Exponent(n): 0.600(Assumed) 7) Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series 8 Minneapolis Duct Blaster Test Type: Total Leakage [Duct Blaster Only) _ Town of Barnstable Building g s Post This Card So That it is Visible Fromthe Street ;Approved lans Must-be Retained on':Job and this`Card Must be Kept MAqw `DAM P.'osted Until Final Inspection Has Been Made 163 yam Where a Certificate of Occupancy is;Required,"such'Bu',ildmg ehall Not be Occupied until a Final Inspection has been made �el lijl� Permit No. B-19-3426 Applicant Name: STEVEN G HADDAD Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 04/30/2020 Foundation: Location: 573 SANTUIT ROAD,COTUIT Map/Lot. 007-007 Zoning District: RF Sheathing: Owner on Record: JONIS, RUTH E TRUSTEEF7 Contractor Name,STEVEN G HADDAD Framing: 1 Address: 5728 EUCLID STREET Contractor License: CS.088030 2 CHEVERLY, MD 20785 Est: Pro ect Cost: $250,000.00' j Chimney: Description: Replace all Exterior Windows and Doors Reside and Strip and Permit Fee: $1,325.00 Reroof. Elminate 2 First Floor Bedrooms and Add 2 Bedrooms in Insulation: Walkout Basement. New Kitchen and add 1/2 Bath to First.Floor. Fee Paid--. $ 1,325.00 Date: 10/31/2019 Final: Add 7x8 Porch. � Project Review Req: 4 Plumbing/Gas Rough Plumbing: g g %Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized;by this permit is commenced within`six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents fo;r which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be` in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the Final Gas: work until the completion of the same. 's' ,• •' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ` Service: 1.Foundation or Footing � Rough: ` 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. _ Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as 'set forth in MGL c.142A). y Fire Department Building plans are to be available on site Ci .. 4 ♦ - Final: , .` All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r r , Application Number................ .......... BARMAIRA KAS& Permit Fee.........`..............................Other Fee:....................... 1639. Total Fee Paid............. ..... ...... TOWN OF BARNSTABLE Permit Approval by.................................on..................:........ BUILDING PERMIT Map..............t.....6...... .............Parcel... .. ).... . ......... APPLICATION Section 1 — Owner's Information and Project Location a Project Address Sc A Village 0 Owners Name. SIAM% J Owners Legal Address 0�\Ok. OCT1,11 ,2019 City. ��,V—tr A State TOW/V OF 13A-R a-?S 'NCLOE-mail 9:!�C Z, Owners Cell# Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet El Commercial Structdre under 35,'00*0 cubic feet 5�'Single/Two Family Dwelling Section'3 —Type of Permit F1 New Construction ❑ Move/Relocate E]*Accessory- Structure ] Change of use El Demo/(entire structure) R Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System ❑ Addition E] Retaining wall ❑ Solar ��Renovation ❑ Pool El Insulation Other—Specify Section'4 - Work Description f:J Ve� T+A.+.A. 1 1/1 c mni Q f' ] Application Number.................................................... Section 5—Detail Cost of Proposed Construction � ' Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing 1) Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Rr . Section 6—Project Specifics iring i ❑ Oil Tank Storage Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression [ Heating System ❑ -Masonry Chimney "relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal ZOn Site Historic District ❑ Hyannis Historic District ❑ Old Kings High-way Debris Disposal Facility: Qj�o r� P. I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation AC, �- 1`mil e, Within or adjacent to a wetland, coastal bank? Yes ❑ No Imo► Section 8—Zoning Information Zoning District ()1F Proposed Use Lot Area Sq. Ft. 09N r ado Total Frontage / 50 Percentage of Lot Coverage 1 . #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed + Side Yard .. Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes 2No Last undated: 11/15/2018 I Application Number................... Section 9- Construction Supervisor Name Telephone Telephone Number Address- Q-U (vO_>< City j State AA zip License Number S �� QQ License Type �S Expiration Date Q Contractors Email C,cALL0Cell # � I understand my responsibilities under the rules and regulations or Licensed Construction Supervisor in accordance with 780 CMR the Massach State Building Code. I understand the construction inspection procedures,specific inspections and documentation req e b 78 of Barnstable.Attach a copy of your license. Signature Date k61 'i`t, C-L Section 10—Home Improvement Contractor Name So Telephone Number s Address City State Zip -{ Registration Number i gl �3 Expiration Date I understand my responsibilities under the rules and regulations for Home'Improvement Contractors in accordance with 780 CMR the Massachusetts S 't Building Code. I understand the construction inspection procedures,specific inspections and documentation required b 0 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 Home Owners License Exemption Home Owners Name: _ Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building'Code. I understand the construction inspection procedures,specific inspections and z documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date 6 o t 1 c, Print Name ��� � Telephone Number E-mail permit to: Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ �` Conservation ' w ❑ •` f For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization I, _ k as Owner-of the subject property hereby authorize � � � � to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signs a of 6wner date— � �?C Print.Name Last updated: 11/15/2018 SEA&B Engineering }` _ 98 dh i z. October 29,2019 bIVISION Mr: Joseph'Botelho P.O. Box 285 West Barnstable;-MA'02668' a, • .rw. r dJ e- Refe.rence. Seaton Residence,573 Santuit Rd.,Cotuit,MA; _ N Dear Joe,, Please refer Cor ny report dated Ociober'2',2019.This report"is:,,an`addenduin to upgrade-Ahe October 2 report for an increase in'snow:load potential from 25 psf to 30 psf.The:30 psf should have been used for the October 2 re`port> Sheets affected by the revised analysis are enplosed'and include.the,text.cove-.and'pages' 2,'5,.6 '° ; 7, 13, 16; 17, 1$,27 and A,The conclusion of the October 2 report rent sine same,that.alh parameters shown on the drawings,are correct and within limits for stress and deflections.This, " report may be kept as a"stand alone"with the October 2 report,or the replacement,pagesmay be inserted in the October 2 report for a single document if desired.In,that case;the October 2 report `a would become:the,October 29 report. Regards, Richard.P.Anderson F s F 7 t ff t t SEA&B`Engineering Easthar NIA Q2642 240-3987' October 29,2019 %.OF Mr. Joseph Botelho P.O-Box 285 P West Barnstable,MA 02668- @'. a.:9 . Reference Sexton Residence,�573 Santuit Rd.,Cotuit,MA w, . Dear.Joe,. .. The"renovations and additions for'thishome"have been evaluated'according to your drawings and i the requirements of the 9`h edition of the building code;for wind exposure B,and the.VVFCM guide(wood framing construction manual). General All parameters,shown on the drawings are correct and within limits for stress and;°deflections," a Analysis, � Wind load selection,is based on based on roof pitch,wall and,roof"surface urea;and area section i } location.For the 33:69 degree main roof angle and the 33.69 degree`gable end roof angle for the new covered porch,the maximum horizontal wind load is 21.8 psf This resolves to a vertical wind loading of 10.06,psf.`For the new covered porch roof slope to the main roof of 19.71 degrees,maximum horizontal wind load is 29.I psf. This.resolves to a vertical wind loading of $.58 psf Horizontal wind load for external walls is 22:6 psf,Snow Todd is 30 psf.Total verticals: loading on.the roof consists of snowplusp,V2 vertical wind and;material weight. Internal floor"live loads.are 40 psf.All material weight is•,evaluated'and combined in.by"the.computet, Analytical Sheets • Sheets'1 fo.7 show the Section A model;•vertical lo'adirig illustration,node identification; member identification,maximum node deflections,maximum member stress,and support: ; reactions for'the''vertically Ioad m deI: Sheets:8 to 14, §howthe"same,parametei§,for the wind shear model`as sheets2;'5 '6,.and?7 } show forthe'vertically loaded model, y Sheets,42 to 22•show the same parameters for the,Section B'model as'sheets.116.1 l.show for`the section A model j Sheets:23 to 30 are the.analytical sizing sheet for the beains''and pile footings for the.ne"w' covered porch: Please let me.know if you have,questions. Regards,. q Richard P. Anderson 4 Jpb Nod r r, SAeeti'No.` Rev Software licensed to Microsoft Job Title Ref Br Dick A Date01-Oct=19; cna client File Sexton,sect:.A Std'` Datertime 29=Qct-2019'12:M ' xr. d h u ti Load 2 i arint Tme/Date:29noR01914:24 8TAAD.Pro V8i(SELECTseries 5)20.07.1,0M Rum 1 of f s Job No; Sheet No. Rev Software licensed to Microsoft _ Part Job Title. _ Ref: 00, �ate0 By .� DidcA 1-06t-19 bid °..: Client Fne Sexton,sect;A.std`` Raterrime 29-0ct-2019`�12.51 Node L1C` 'X-Trans Y=Trans Z-Trans Absolute X-�totmn Y-Rotan Z,Roten (in) (in) (in), . (in) (rod) (rod) (rod) 10 3: -0.030 -0.364 0.000 6.365 0.000 0.000 0.003 9 3 -0.004 -0.340' 0.000 0 340 '0.000, .;,, 0.00.0 -0.002 18 3 -0.034 0.332" 0.000 0333 0.000 0.000 0.001 8 3 0.011 4318 0.000 0.318 0.000 0.000 70.002 , 10., 2 -0.028 -0.312 0'000 0':313 0.000 "0.000 '0.002 17 3 70.035 -0.298 0.000 ,. 0:300 0.000, ' 0.000 -0.001 •7 3 0.024 4298. 0.000 0299 0.000 0.000 -0.001 9 2 -0005 -0.289 0.000 0.289 0.000 0.000 -0.002 6 3 0.015 0.284, 0.000'' 6.000 =0.000 1 18 2 -0.032 =0.281' 0.000: 0:283 0.000 0:000 ,0 001 .51 3 0.014 =0.282 0:000 0.282 MOW 0.000 -OA00 8 2 0.008 ,0.270, 0.000 0:270 0.600 0.000 0.001 y 17 2 4.032 -0.251 0.000' 0254 0.000 0.000 .-0.001 - 7 2 0.020 -0.252:''' 0.000 0.253 0.000 L 0.000 -0.001 " 6` 2 0.011 , 0. _ 0.060 0.240 0.000 0.000 0.000 5 2 6.011 -0.238 0.000 0.238 0.000 0.000 -0.000 i' ` '4 3 =0.0.12 -0 234 6.000` 0:235 0.000- 0.000 =0:001 1'1 3 0:200 -0.013 0:000 0.201 0.000 0.006 0.010 4 . _ 2 -0.012 -0.198 0:000 0.198 0.000 0.000. -0.001 t 16 3 -0.038 -0.180 0.000 0.184 0.000 0.000 -0.002 ' a 7 T 2 0:169 0.01,1 0.000 0.169 0.000` 0.000 6.608 i F 1`6 2 -0.035 4149 0.000 0:153 0,000 '0.000 =0.001 15 3 -0.129 -0:029 0.600 6.133 0.006 0.066 4003 e- , 2 3- =-0.121 0.005 0.00.01 r . -0`;121 0.000 0.000 0.000 : 15 2 L-0.111 -6.024 ,; _ 0.000 0.113 0.000 0.000 -0.002 3, 3. 4100` 0.030, ".0:000 x, 0104 0.060 0.000 -0:002 2 2 -0.103 0:004 0.006 0.104 0.000 0:000 0.000 •. 3 2 -0.086 =0.026 6.060, 0.660 0.600" 0.000 .-0.002 10 1 -0 002 -0.052 0.000 0.052 6.060 0_000 0,000 _F 9 1 0.001 -0.051 0.000 Ot051 0.000'. 0.00o -0.000 r,q 1$ 1 , 4002 0.050 ,0:000 0.050 0.000 0.000 -0.000 8 1 Os003 -0.048 0.000 0.048 0.000`. 0.000 -0.000 "' a 17 1 4,002 0.000 0,046 0.000 0.000 -0.000 .0.046 0.000 _0.000 7 1 0.005 -0.046: 0:000 0.000 6 1 0 004 -0.044 0.000 O'.044 0.000 0.000 . , =0.000 5, 1_ 0:004, -0.044 ,; 0:000 0,044 0.009 0.000 -0:000 ;0000 -0.037; 0.000 .0037 0.000 '0.000 =0.000 11 1 0.032 -0.002 0.000 0 032 0.600" 0.000 0.001 16 1 -0.003' -0.031 0.000 0.031 0.000. 0.000 -0.000 15 1 -0.01,9 -0 005 `' 0.000 0.019 0.000; 0.006 -0.000 2 '1 4,017 0.061'L 0.000 0.017 0.000 0 000 0.000 A 3 1. 0 014 -O.Og5, 0.000 0;015 0.000 0.0.00 _6.000 f 19 3' 11.00 -0:006 0.000 b.066 0.006 0:000 4000 19 2 0.000 -0.006` 0.00o 0.0061 0.060 o.000 o:ooa 19 1 0.000 -0:000, 0:000 0.000 0.000 0:000 -0.000 13 2L 0.000 0.000 0.000 L0.000 0.000 0.000 0.000 Print lima/Date:29n0/20191142s STAAD.Pro V8i.;(SELECTseries 5)26.67.10,66 Pnnt Rtm t of i S t., Job No. Sheet No Red Software licensed to Microsoft Part - Job Title Ref t3y Dick A Peie01-Oct=Q 9 Client 4FFie Sexton,'SeCLLA.sttl DateTme 29'Oct-201912:51 t Beam UC Section Axial Send-Y Send-Z Combined' Shear-Y Shear,Z t (Ps9 " -(Psi) (psi) {psi)' (psi) (psi) 10 3 -0.000 23.154 0,000 1.29E+3 132E+3- 34.125 0.000 10 3 0.083 23.902 0.000 1.19E+3 1.22E+3 35.463 0.000' 11, 3 0,000 142.131 0.000 -1.01E+3 1.,1 5E-+31 10.638 0.000 . 10 2 0.000 19.543 6.000 1.11 E+3 1.13E+3 28.734., 0.000 10 1 0.467 24.651 0.000 1.09E+3 1.11E+3 36.801 0.000 10 2 0.083 20.236 0.000 1.02E+3, 1.04E+3 29.969 0.000 R 11 3 0:083, 142.333 - 0.000 -871:541 1;01E+3 10.638 0.000 10 3 0.250 25AOO 0:000 980.683 1.01E+3'; -38.139 0.'000 11 2 0,000 1'23.281 0.000' 860.488 983.769 9.082 6000 10 2 0.1,67 20.926 0.000; 936.535 9.57.461 31.204 P. ' 10 3 0.333 �;26.149 0.000 868196 894.944 39.477 0.000 11 3 0467 142.535 0.000: -736- 1'9 878.755 1 0.638 0.000 11 2 6.093 121281 0.000 -744:959 868.240 9.082 01000 10 2: 0,250 21:617 0.000 544:790 866.407 -32A3.9 0.000 10 3 0.4.17 26:897 0.060 753.650 �779;948 : -40.815 U.000 M : { 10 . 2 0.333 22.308 0.000 749.484 771.792; 33.675, A.000 y 11 3 1.000 144.556 0.000 616.993 761.549 10.638 0-000 " 11 2- 0:167 1:23.281. 0,000- m629.430 752.711' 9.082 0.000 11 3 0.250 142.737' 0.000 7600898 AIM'_ ; .10.638 0.000 30 3 1.000 155.037' 0.000 556.882 711.919' 25.668' =0.000 18 3: 0-000 328.268 0.O,OQ UZI11 f00.384, -4.042 0.000 ` 10 2 0'417 22.999 0.000 650.616 673.615 -34.910 0.000 10 3 6.500' 2t.ib4ls 0.000 633.447 661.093, =42.153 0.000 t 28 3 1.000 91.730' 0.000 -569,.10 666.924 -30.249, -0.000 11 2 1.006 123.28.1 '„- 0.000 525 863 649.144 9.082 -6.600 " + l 18 3 0 083 328.470 0:000 310.701 639.1,71 `-4.042 0.000 11 2 0.256 M.281 0.000 -513.900 637.18.1 9.082 '0.000 30 3 0:917 155.094 0.000 477788 632.883 25.771 0.000 11 3, 0:917 144.354 0.000 481.672 626.026: 10.638 0:000 ' 11 3 0.333 142.940 0.000 -466.517 608.516` 10.430 0.000 e 18 3 0-167 328.672 0.000, 259.286 587.958' 0.000 18 3 1;000 330.693 0.000 264.967 586.560 4-042 -0.000 30 2 1.000 130.714 "`~'x 0.000 9 454s505 585.220 21.4t3' -0;U00 r 3 18 2 : '0.000 277.677 0.00,0 303.084 580.760 3:392, 0-000 = 28 3 0.917 91:687 0-000 487.137 578.824 30.249 0.000 ' 10 `" 2.` 0,500. :23.690 0.000 548187 571.877 -36.145 0.000 30 3 ^_0.000. 156, 27 -;0.000 413.�126 ° �668.854° 26.902 0.000 17 3 . =_ 1.000, - 4 1,7404 0.000 =391.668 :665.472' 9.078. -0.000 3• '0.833 155.152,- 0.000, ,398.378 553.530, -, 25.873 0.000 a, 28 2 1.600 ' 82.070. 0:000 A63:304 545.374 -24.828 ', -0.000 10 3 0.583 28.395 .0.000 509.986 538.381' 43.492 0.000 18 2 0.083 277-677 0. 2 - 000 59 937 7. 1 53 6 4 3:392 0.000 S 3 0.250 328.874 0.000 207:87t 536.745 4.042' 0.000 $ 18 3 0,917 330.491 0.000 -203.452 533.942:, -4.042 0.000 a 11 2 . U17 123.281 : 0.000 L 410.334 533.615 9.062 0'000 l 17 3 0.917 174.404 0.000 -349.731 524.135 -8.943 0.000 ' Print'nme/Dato:29/i0l2019 t4:z6 STAAQ.Pro V8i(SELECTseries 5)20.07.10.66 Print Rita i of23t k 3 _ .. 7 JobNdi SheeCNo � Re1010 Software licensed to Microsott Part t. Job Tide Ref „ a t, :.� sy Dick A Date01 Act-19 cr,a Client - File Sexfon,Sect:A.Std Datemme 29-0G 619`12:51` Node 11C Force-X Force-Y Force-,Z Moment-X Moment-Y, Moment-Z v f (kip) - (kip) (kip) (kip in) (kipin) (kip in)` 14 3 0 018 2.215 0.000 0t000 0:0o0' 5.986 ' 14 2 0 015 1.907 0.000 . 0.000 0.000 5.604 12 3. 0'.047 1.467 '0.000' 0.000 0.000 -5.189 i 12' 2 -0.041 1.314 0.000 0.000 0.000 -4.802 13 3 0.000 0.768 - 0.000 A-000 4.609 13 2 0.000 0.715'` 0.000 0:000 0.000 4.291 20 3 0000 .0.384 0.000' 0000 0.000 -4.535 20 2-' 0:000 0.368 'F 0.000' 0:000 0.000 -4.349 { 14 1 _ 0 003 0.3 08. A000 0,-000 0.000 12 1 -0.007 0.153 •0.600 0.000 0.000 -0.367 13 1 . 0:000, 0.'053 0.000 .,0:000 0.000. 0.31'9. - 20 1 0:000 0.016, .;` 0.000 0.000 a 1 1 6.004 0.060 ,, 0:000,, , „ 0.000 0.000 -0.1-64 ^ 1 2 0.025 4.2Z9 U00' 0.000 0.000 4048, . 1 3 0.029 -0.339 0:066 0.000 0.000 A212 - S.. J. n 4'. 4 t ° 9 PrinfTimeioate:29Pf0@0t914:26`. STAAD.Pro V8i;(SELECTsenes.5)20.07.10.66' Fruit Run:raf i P 4 Rev Job No Sbeet'No Software licensed to Microsoft part ; JobTitfe Ref , By 'Dick A oace02-Oct=19 Cttd Client File Sexton,Sect.B-std ° me 29-0ct-2019'13:05 Al 'r i r , - Load 2S r, } Fnnt Tlme!°ale:29(101201914:28 STAAD.Ro Wi(SELECTseries 5)`20.07.10.66 Pnrif Run'1 of i. � ark g. Job'No; `Shee'No' "`' Rev Software licensed to Microsoft Part Job Tide Ale �By DR*A' oa<eQ2-Oct-19; cnd creel Fills Sexton "Sect t3 std oatelTme 29 Oct-201913:05, Node UC X-Trans Y-Tuns Z Trans Absolute, X=Rotan , r Y-Rotan 2-Rotan (in) (in) (in) (in) . (rad} (rad) (rad) ,3. 3 O.OQO -0 003 " 0.000 0.003, 0;000 0.000'', 0 000 F ' 3 -0.000 •0Ot)3 0.000: ;0;003 0.000 0.00,0 -0 000 3 2 0.000 -0.003 0.000, 0.00370.000' 0.000 0.000 a �.5, 2 0.000 -0.003 0,.000 0003 n 0.000 OA00 0.000 4 ' ' 31 -0.000 -Al'003; 0.000 0.003 0.000 0.00'0 0.040 2 -0.000 4003 a000 6.063 0.000 0.000. 0,000 3' 1 ,. - 0:000 -00000 "` 0.000 0:000 0 Od0` ' 0.000 .0 000 .w 5 1- -0.000 -0.000 JQ.000 0.000 6.000, ' , 0:000 -0 000 4 1 -0:000 -0:400 0.000 0_000 _ 0.000 -,. 0.000 0:000 w 1 1 0.000 .. 0.000 0:000, 0.000 0.000 0:000 0.000 ` 1 ' 3: 0:000 b.000 = '0.000 " . 0;000, "0.000 0.0001. 2 3 0.000 �0.000 0.000� 0;000 0.000 0.000 O.000 2` z 0.000 . 0.0o0 0.00a a0oo' a.0oo o:000 0 000 z 1 0:000 `o:000 0:00 .�•o_000 o.000" o:000 q o00 1 .2 0.000 0:000 0.000 0.000 00oo 0.000 0v0o 6 1 0.00p , r 0.000 0.000 0.606 0:000 0:000, ooa" 8 2: 0.000 �0:0,60 6.000 PAW -o�000 o_oQo, Q o00 6 3 0.000 �0.000, 0.000 0:000 A.000 0.000, 7 1 0.000 0.000 `" . 0.000 0000 - 0.000: 0.000, 0;000 7 2 0.000 0:000 0.000 OE000 0.000 0.000 0.000 7 3 Q-000 0:000 0.000 0.000 ... 0:000- b.000 0.000 " t y 4 Printliitie/Date.29HW O1914.29. STAAD.Pro V8i(SELECTseries 5).20.07.10.66 ?rir,t'Runt 06 Job,'No' Sheet No' Rev 4 4 ' - Part•. Software licensed to Microsoft s Job Title KeF By Dick A Date02-00-19;` Chd cnem File Sexton,Sect.Bsttl oatelrme 29-Oct-2019 13:05 'Beam UC. Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (Psi) (Psi) (Psi) YPsi) (PSI) (psi) 2 3 Oi000 33.325' 0.006 81:894 11.5.219 10.983 ROO 5' 3 1.000 33.473' 0.000 81.020 114.403' 10.905 -0.000 2, 2' 0:000 30.202 0.000 45.359 105.660 10.123 0.000 51 2 1.000 30.428 0.000' -74.572 1,04.99,0 -10.052 0.000 .2. 3 0.'083 32.361 0.000' -51916 .. 84.276 9:452 0.600 " 5 3 0.917 32.500 0:000 -51,195 83.695 -9.377 0.000 2 2 0083 29.404' 0.000 47.730 77.133 8.712 0.000 5' 2 0.017 29.531` 0.000 -47.081 76:611 4.W 0.'000 2 3, 0.583 :26.,582 0:000; 33.639 60.221:` 0.268 0:000 5 3 0 4.17 26.662 '0.060 33.390 60 000 052;� 0,2r1;0. 0: • ; 5 3, 0.500 27.635 0.000 ' 30.526 58.161 , -1.738' _ 0.000 3 0.500 27:545" . 0.000 30.608 ;58.153 1.799 0.000 ; r 2 3 0.167 31.398 0.000; 26.429 57.828 7.922 6':000 2. 3 ,0;667 25.619 0.000. 32:180' :57.799' -1.263 0000 5 3. 0:333 25.689: 0.000 31:76t 67.449: 1318 0.000 y s 5 3 0:833 '31.527 0.000 -25:864 57.391 7.849, 2 2 0.583 24.076 0.000, 31.102 55.1.78: ,0.245 0.000 5" 24.148 .0.000 30:878 55.026> -OA93 0.000' 2 - ' 0:417 , 5 2 0500 25.045 0.000 28240 `53.286 -1.601 0.000 ` 0 500 24,064 0.000 29.314 53.278 1.656 0 000' ` 2 2,, z 0.6617 23.188 0.000 29:750 52.938` =1:t66 0000 2 2 0.167 28.516 0.000 -24.241 52.757 Two, 0.000 5 2 0.333 23.251 0.000 29.373 52.624 1.216 0.000 5 2 0.833 28.634 0.000 -23:732 52.365`. -7.235 0,000 5 3 0:583 '28A08 0:000 23:169 51.776` -3.266 0>000 2 3 .0.417 28.509, ` 0.000' 23.085 51.594 3.329 0:000 2 3' 0150 24MIS 0.000 26.229 50.885 -2:794 ; 0.000 OA00 25.638 50.354 2.846 0,000 5 3: 0,250 24.715 :..•' 5 2 6.563 '25.942 0.660 21.461 47.403 -3.009 0:000 ,2_ 2 0:.41'7 25.852 •'0.000_ 21.385 s 4'TM7`' 3.067 0.000. 2 2' 0.750 `22.300 0.000 24.258 46.558 -2.577 0:000 F 5 2 0.250 , :22.354 .0.000 21726 -46,080: 2.624 0.000 8 1, 1.000 0.005, , 0.000 45,473 45.478, -2.002 -0.000 8 3" 1:006 0.005 0.000 -45.473 45.478' =2.002 -0.060 ` 5 3 0.000 21;796 0.000 -19.690 41.487 7.4,29 0.060 5 3 0.667 29:581, 0.000 11:318 40.899, 4.793 °0.000 2 3 0.333•1 29 472 0'1.000'' 11>.071 40.543` `4.666 0.000 2 3, 1:000 21.766 0.000; -18.569 40.335 '-7386 -0.000 2' 3 6.833, 23.693 6.000' 15:788 39.460 -4.324 0.000 ' 5 3 OA67 23.742. 0.000 15.022 38.764 4.314 U,000 7 3' 1.000 27.044 0.000 -10.736 37.780' -0.593 . -0.000 5 2 0.000 19.663' 0.000` 18:069 37.732 6:850 0:000 5 2 6.667 '26:839` 0.000 10.539 37.378 4418 0'1000 ` 2 2 O.M. 26.740: 0.000 f0:317 ' 37.057 4.478 0:000 7 3 0.000 27:044 0.000 -9.757 36.801 0.542 0:000 2 2 1.000 10.637 0.000 17.058 36.695 -6.811 -0.000 I Print Timemaite:26/10/201914.29 STAAD.Pro V8i(SELECTseties A 20.07.10;66 Print Run 1 orT t a Job No, Sheet No Rev 'Software licensed to Microsoft , Part Job Title By Dick A r gate02-06t-19. 'cnd . Client... - _ - ,. ' ' .. Fife • ._. _ Date/Time .:. _ .. Sexton,SeCtdBstd 29-Oct-2019°13;05 Node WC Force-X Force-Y Force-Z: Momern-X Moment-Y Momerrt-Z r (kip). :(kip) (kip) (kip-in) (kipin) (kip'in) 6 3; -0.303 `0.416 0.000 0.000 UM 2.172 # 2� 3 0.303 0.414. 0.000 U00 6.000 2.192 6 2 0:274' 0.357 0.000 0.000 0.,000 -1.683 2 2 0.214' 0.355 10.000 0:000 0.000. 1 1,700 ~ 6. 1 -0.029 0.059 0.000 0:000 0.000 -0.489 _ F, rn 2. . 11 0.029 0.059 0;000 0.000 0.000, 0.491 `T 1_ '1 0.000 0.010 0.000 0.600 0.000 _ 0:000 1 11 3 0.000 0.010: 0.000 0.000 0.000 0.000 Y 7' 1 OA00 0:010 0.000 0.000 0.000 0.000 7 3. 0.000 0.010 0.000 0.000 0.000; 0.000 7 2 0.000 0.000 0.000 0000 0.000 0.000 1 .. 2 0.000 0.000 0.000 0000 0,000 0.000, r } F t i c a i } 4 t r Prix,rnme!Date.M10rz019 14:30 STAAD.Pro V8i(SELECTsedes 5)20.07,10 66; FiriMRun'1 ar 1 74 Sexton, new porch roof'edge beams, triple 2x10s h Beam Length: 60:32 Jh Location: 0;611in, ' Oi0 _ in �0:01205825 Deflection , 0.0. t•. r o .036651.82 , b de Slope 0:0366�182", '2275.4- g. T. lb-in . i 0.01 � f Moment 0.0 814,01184 814.0184 Sheaf 81 .M4, Eg 1 3459 Iblin? I Bending-Stress: Tensii`es 0.0 Compressive:0.0 1 a Average;$hear.Stress. 19.04131: • s ** Sexton,-.new perch r_opf' edge ;:beams;j triple 2x10s ** BEAM.LENGTH 60.-32 .in; MATERIAL PROPERTIES Modulus of elasticity = '1200000.0 'lb/inz . }. CROSS=SECTION PROPERTIES Moment of. inertia = •32.1.53 in^4 : Top height = 4.75 in Bottom height 4:75 in' Area 4L15 ink UNIFORMLY DI STRIBUTED, FORCES 26:.;6 lb/in. at 0.0 over 6.0.32 in '0..99 lb/in at 0:0-over ,60a32 in= SUPPORT REACTIONS .*** a Simple at. 0 0 in � Reaction Force =_'14.0184 y ..x Simple at '6'0.32 in Reaction Forte • 814.01.84 lb, MAXIMUM DEFLECTION *** rF 0:.0'1205825 in at 3`0..16 in No.Limit specified' MAXIMUM BENDING'MOM_ENT *.'**, PC .r 1227'5.4 lb in e at. 30,16 in e . ;, _• a '. '- .. q. .' MAXIMUM SHEAR FORCE *** 814.0184 ab at 0":0 in , 0184, 1b at 60.32 in, MAXIMUM STRESS **�* Tensile = 181..3459 1b, in? No Limit specified Compressive = 181,.3459 lb/in? No Limit.,specified Shear (Avg)- = 19.,.04137. 1b/in? No Limit -s"pecfied` _ Y i A.. SEA&B Engineering . Easthain;MA 02642 (508)24073987: October z 2019` Mr.Joseph Botelho p PO. Box°285 West Barnstable,.MA 02668: Refe ence: Sexton Re id 7 r s ence,5 3 Santgit Rd.,;Gohut,MA Dear Joe; The renovations and additions for..this home have been evaluated ac r co ding to your drawings and the requirements of the 9�'edition of the building;code for wind exposure B and the WFCM +_ guide(wood framing construction manual): , All parameters shown on the°drawings are correct and within limits for stress and deflections Analysis;: Wind load selection is,based on based on roof pitch,wall and,roof surface area,and area section location.For the 33 69 degree mainroof'angle and the 33 69.degree gable end roof anglefor the new covered porch,the:maximum horizontal wind load`is 2 L.8:;psf.. This resolves:to a vertical wind loading of 10.06 psf.For the new covered porchroof slope to-themain roof of 19.7 i degrees,maximum horizontal;wind load is`29.1 psf. This resolves to Ay ertical wind loading of 8.5-8 psf.Horizontal wind load for:external walls is 22 6 psf Snow load is 25 psf: Total vertical loading on the roof consists of snow plus 1/2 vertical wind and material weight Internal floor live loads are.40 psf.`All iriatenal;weight:is evaluated:and combined in by`the computer: Analytical Sheets • Sheets:1 to 7 show the Section A model,vertical loading illustration;node identification;;- member identification;maximum node deflections,maximum member stress, and_support reactions for the vertically loaded model., e Sheets 8'to 11`show the same parameters for the;wuid:shear model as sheets 2, 5;`6 and T . show for the vertically loaded model: • Sheets 12 to 22 showthe same parameters for the Section B.model.as sheets 1 to 1'1:show for the section A model: Slieets 23 to 30'are the analytical sizing sheet for the beams and pile;footings for the new covered porch: X Please let me know. ; you have questions. Regards, Richard P.Anderson lob No Sheet No Rev 1 Software licensed to Microsoft PaR Job Title .; Ref , Bv.DifakA Dat-01-0Ct-19':. chd Client: 01-0Ct-201918'!6 I; 4 p. a i 6d s } n, a,. • r � Y r KOa6 2 Print Thie/Date:01110/201918:22; STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Frirrt 13un of:t Job No Sheet.No Rev' Software licensed to Microsoft. Part... Job Title 'Ref By DickAOct-19'. cna Fie.Sexton;sack.A std Dateffine 01-Oct-2019.18.16 k. dF Zf f• p y Y � Load;Z Print Time/Date:011 012019:i$22' STAAD.Fro V8i(SELECTseries 5)20 0710 9. : Print Run 1 of 3 _. Job No StreefNo. ` Rav SoRwaie licensed to MiaosoIt Part Job Title ;ay,DickA oateQ'1-0Ct 19.;:i cnd , crient w. F. Fea Sexton sect.A std o "'a 01 Oct 201816:14 . s d. A Ys e y- F a 8 39 '6 12 Yt u � 1 1 'z Print Time/Date-01110/2019.16:14' STAAD.Pro b8i(SELECTseries 5)20;07.10.66 i PnnliRun 1 of . k - Job No j :, Sheet No Rev Softefam licensed to Microsoft;:. .'. - ;.? - art Job Title Ref By DickA ° 01=Oct 19 cna Chem ... Sex to :14n sect:Asttl 01916 W i t'16 25 10'; �; 22 • 31: 11 16.' t Y � ` 14 Print TirneMate:01MOI201916.16 MAD.Pro V8i(SELEM&ies 5}.20.U7.10.66, Pnni;Run 1 oi.1 _: F j` t ' Job No Sheet No Red P _ .... Softwarelicensed.toMicrosoR;:'• '- •!. ,. Job Title._ art Ref $r Dick A at Oct 19 chd Client Fr�,Sexton sect A std oateTme 01-0a-2019`18:16 9 Node L/C X-Trans:i Y-Trans Z-Trans. `0lbsolute X-Rotarr Y-Rotan ; Z-Rotan {rad) (rad)• ,` {rad�_ ` 10 3 " -0.026 O'.320 0 000: : 0 21 0:000 0.000 0.002 9 3 0.003, , -0298 0.000 0.298 ;, 0.000 0.000.' 0:002 18 3 0.029. -0 291 0.000 Q293 0:000 `s 0:000` -0.001 8 1 3 0.016 - 0 279 0.000 0.279 0 000 0.000 -0,001 fir.. 10 2 -0.024 -0267 0.000 0.268 0.000 0.000 0,002 17 3 -0.030' 4262 :'.. 0%000 ': 0.263 ` 0.000 0.000 31 0.022 4262 0.000 O.2010 000: 0.000 0.001 6 3 0.013` -0;250 0.000 0.250 0000, O.00D` 0.000 5 3 0.013s -0248 O.00D 0.248 0 000 0.000, 0.000 -0.004' -0.247 0.000 0.247 O ODO 0000 0001 18 2 0.027E - -0.241, 0.000 0.243 0 000 D.000 -0.001 8 2 0.007 -0:231 0.000 0.231 0 000 0.000 -0i001 17 2 -OA28 -0.29 5 0.000`., 0.217 0 000 O:000 i 0,001 F 7 2 0;011, -0 216 000. . 0.217 0 000 0.000 -0.001 3_ . -0.010` 0;206. 0.000: 0.206 0 000 0.000: : -0.001 6 2 0.010 -0206 D.000 0;208 Q 000 0.000 -0.000 5" 2 0.009s m_o 0.000 0.204 Q 000 0-000` - -O:Q00 41 3 0.1715 -0 011 0.000 0.176 0 000 0.000<: 0.009 4 2 -0.010 0.000 0:170 0 boa, 00 0.000 -0.001 16 3. 0 .033 =0159 0A00. 0.162 0.000 0.000 0.002 11 2" 0.144 -0 do- 9 0-000 0,1,45 0000 0.000' " 0.007 16 2 -0.030 -0f128 0.000 0.131 0 000, ' 0.000 -0.Q01. 15 3 0.114 -0:025 0.000 6.1.16 0 000. 0:000, -0.6 02 2 3 -0.106 0:005. 0.000.. 0.106 0.000 0.000,-" 0.000 15" 2 0.095 <0 021 0.000 0.. 0.000 0.000 -0.Q02 r .3 3 0.088' jr - 0:027.`_ 0.000>: 0.092 0 000 0.000;' -0.Q02 0.080: 0 004 i. 0 000 ,; 4.08.9 0 000 0.000 O.ODO 3 2 -0.074: 0:022 0.000 0.077 0.000 O.000= -0.001 ' 0 1 -0.002 0;652 0.000 0.052 0 000' 0.000` 0.000 9; 1 0:00t 0 051 0.000` 0.051" 0.000, 0.000:,' -0.000 ;. t 18 - ` 1- -0.002 0050•,`. 0.000: '. 0.050 0.000 0.000' -0;000 8 1 0.003' O'048 0.000 :. 0.048 0 000 0.000;? 0.Q00 17 1 4002 -0 046 0:000 0.046 0 000 0.000` 0:000 7 1 0.005, -0.046.: 0.000`-':.. 0.046 0 000 0.000. -0.000 6' 1 0:004; -0044 D 000; 0.044 -0:000 5 1 0.004` =0044 0.000::' Q.044 0;000 ,. 0.000 -0000 4 1 0.000: 0037 0 000. 0,037 0.000 0.000` -0.000 1 0.032:11 -0,002 0.000 0032 0 000. .` ,0.000': 0.001, 16 1 -0.003 -0 031 0 000 '. 0.031 0.000 0.000. -0,000. . 15 1 0.019. -0 065 0.000. 0.019 0.000 0-000 -O.000 0.017 0001 O,D00 0.017 0 000 0.000;; 0000 3 1 0.014 -0005 0.000 0.015 0.000r. 0.000 r. 19 3 0.000 0 006 0.000 0.006 0.000 0.000` -0O.00 19 . 2 0.000 -0.006 0.000 0.606 0.000: 0.000: -0.000 19 1 0.0.00 -0;000 0.000 0:000 D.000 0.000 0;000 13 2 O.000 0000 0.000 0:000 0.000 0.000 0`000 PrimTime)oate.01110MIS 1818 STAAD.Pro V8i(SELECTS662s 5)MOT I0.66` Primiam 1 of2 Job Na Sheet No TRev 9 +. -'Part Saftare licensed to MlcrosOff:._ ..,: Job Title Ref_ ,t By DICkA Date07-Oct 19 dhd crept � "F're Sexton sed A Std,, DatelTme.01-0ct 2019�18:16 6:x 1 Seam VC Sei*dh,: Axial Bend-Y Bend Z Combined :ShearY, " Sheae:Z (Psi) (PSI) PSI, (Pst) (PSI) (Pst)`i 10 3 0.600 26 362 = 0 000 1.13E+3 1.16E+3 30.020`` 10 3 0A83'" 21012 0.000 1.05E+3 1.07E+3 31".182' O.000 10 3 0.16T 2"1662 . : 0.000 9.54.975' 976.637 "-32.344` O.Q00 0.000 16751 0.000: 950.920 967 672 , ; 24.629 0000 10 2 0.083. 17z344 <: 0 000 878:385" 895.729 25.688; OOoo 10, 3 0.250. 22s312 0 000. 860.050- :"882.362 33.506 0.000 10 2 0.167 17 936 0.000 802.797 820.734 26.747 i 0.000 10 3 0.333 22962 0 000 761'.Z75 `_ 784 737 34.fi68:; 0.000 -10 2 0:250` 18529 0.000 724.157 742.685 -27.806'+ 0:000 10. 3 0.417_ 23612 0 000 660.150 _ 683 762. 35.829 0.000 10 .. 2 0:333. 19.121' 0.060, 642.463 661 584 28$65' 0.000 10 3 �0.500, 24.262 0.000, 555.1 Z6. . .579 438 <"-36.991" 0 000 ` 0.417 19.714 0.000.i. 557.7.16. .:577 430 29.924 0 000 10 2 0.500- 20 306 0.000`:` 469.916 490 223. 30.983:;; _ •0,000 10 3 0.583 24 912 0..000 446:85.3 471.765 38.153 0.000 7:10 77.2 0:583' 20 899 0.000. 379.064 399;962 32.042' 0.000 ;10 3 0.667. 25562 =' 0.000 335.17,9 360 742 -39.3 0.000 10 2 0.667 21:491 0 000 285.158 306 649 33.101 0;000 10 - 3' 6.750 -26 212" 0.000" 220.157 ` :246:369 ; .'. 40.476'_ 0.000 ' 10 2 0:750 '22 084 0.000 ? 188.199 21 U 283 34.160; 0:000 ; 10 1 OA00 3610 0-000 :- 183:857 18Z.467 5.391, - 0::000 10 3 1:000, 28.162 0.000 145.009 173 171, 10 1 0A83` 3 668 0 000" ' 1 fi8.166 171 833 5.494; 0.000 10 1 0.167 3:725 0.000 152.178. " 155.903 5.597 0;000 10. 2 1:000-, 23861 0.000 -120.994 144 856 37.336 -0.000 10 i 0.250 3 783 0'000 135.893 139 676 -5.700 0.000 10_. 3 0.833 26862 0 000" : 101.784. 128 647 41.638 10 1 0.333 3 841 0.GO 119.312 123.153 5-.803 '. 0 000 ; `.10 2 0$33- , 22 676 0.000 : 88.188 110.864 . 35.218 0.000 10 1. 0.417 3 898 0.606 102.434 106 332 5.905;;; 0.000 10 1 0.500 ," 3:956 0.000 85.260 89 216 -0.008` 0.000 10 1 0.583 4.613 0.000" 67.789 71 802 6.111` - 0.000 i 0 1 0 66T ' 4071 0:000 50 021 54 092 6.214' 0:000 10 3 0.917 27512 0 000': 19:937 47 450 ! -42.800.: 0000 '100 2 0 917: 23269 O 000 i j -14.877 38 146 -36.27T. 0:000 10 1 0:750 4;128 0 000 t. 31.957., 36 086 6.317 0,000 10 1 1.000 4301 0 000 '. -24.014 28 315 10 14.186 0.000 13.697 17 783 6.420. OQ00 10 1 0.917 4:243 0.000`:, -5.061 9,304 6.523 0.000 Pr;nt.rmeioate:oulviots is:i STAAD.Pro V8i(SELECTseres 5),20.07:10.66' Print`;Run 1 of 7 Job No SheeF,No Rev SofW✓arsGcensed-to&Bcxosoft,;" 'Part' Job Title Ref er 'DickA " DateQ1 Oct 19 .: Cnd:+ Client P'�.Sexton sect.A sttl. ° ""e 01 Oct-201918:16` ` Node UC Force-X' Force-Y Eorce,Z A nentwX Moment-Y Moment-Z } " . (klp) (kip'in) (kip in) 14 3 0.0t6 2:005 O:000 0,000 0.000 8:080' 4 14 2 0.013> 697 `' 0.000 0.00.0 0.000' 5.698 12 3 -0.042 .1375, 0.000 O.000 A 000 5:399' 12 2 -0.035 1;222 0.000 ; 0.000 0 000 5.032;` 13 3 0.000 0:768 0.000 `- 0.000 0 000 4.609' i 13 2. 0.000 0.715 0.000 6.000 0 000 4.2911' 20 3 0.000 0.384 0:000` 0.000 0.000 4.535 20 2 0.000 0368 0.000 0.000 Oc000 4.349,5 r 14 1 0.003 0308 0.000 0.000 0.000, 0.383' 92 1 0.007' 0:153 0.000 0.000 13 1 0:000 0:053 0:000 0.060 T U.000 0.319' - 20 0.000 0.0.00 0.000 -0:187 1 1 0.004- 0060 0.000 0.000 0.000 -0.164' 1 2 0:022 -0220 0 000'`; 0:000 0.000 0.145` 1 3 0.026. -0280 ;;. 0.000; 0.000, 0 000 -0.019' r x i F Print Time/Date:0111=0191kls STAAD'Pro V8i(SELECTseries 5)M67.10.66 Pnnr;Run 1 ofi; - Joti No,' Sheet No Rev . Software licensed to aosaR Job Title. - Ref ev Dick A DateQ1 Oct-t9` cna cirene Fife Sexton,sect.A, gdatie Dat rme 01 Oct 201918:25 1, i 'S t t j � b { S i FT 1' ;Y Load 2 PrintTime/Date:01/1 012019 1 82& STAAD:Pro V8i(SELECTSeries 5)20.07.10:66 Pnnt:Run 1 of 1 F �! Job No' Sneet'No Rev software licensed to Microsoft Part Job Title ° Ref By DickA P�E01-0ct-19 cna a` Fae'sft.MaN= Car Sexton% sect;A Wlntl°she DateTme 01 QCt 2019`.18:33 Node UC X-Trans Y=Trans Z Trans Absolute X=Rotas, -Y-Rotas Z-Rotas (in) in (In) {in)` (rad) (rad):< (raid). 11 2 -0.578 0.000 "0.000; 0578 0:000 ` 0.000, 0 000 10 2 -0.567 0 017 0.000' 0567 0.000 0.000 0 000 - 18 2 -0.565 0 624 0 000 0:566 0 000 17 2. 0.665- 0.026 0.000, 0.000 0.000 -0 000 16 2 -0:564 .O'P2�9L 0.000, 0.565 0.000 :0.000 -a boo 9 2 -0.563 0 023 0.000 0:564 0 000, `:, 0.000 0 000 0.562 a0.035' 0.000' ' 0.563 0:000.' 0.000 0 000 8 2 -0.562 0 024 0.00OLi 0.563 0 000 0.000 -0 000 6 2 : -0.562 0.026 0.000'' O'S63 '0.000' 0:000 .000. 5 2 -0:562. 0 026 0.000` 0.563 0:000 0 000 18 3 4562 -0 026, . 0.000; 0:563 0:000 0.000 4000 7 2 -0.562 0.026 0.000''; ' 0;562 0 000 .0.000 =0:000 1 7 3 0:562 -0.02 _0 0.000 0:562 0.000. :; 0.000 0 000 16 3 -0.561 -0.002 0.0,00 Q°56i, O Q00 '' 0.000 -0 000 15 3 -0,561 O 001 0.561, 0.000 0.000 0.000 4 2. _-0.560 0.024 !`. 0.000 0.561 0 000 0.000 0;000 3 3 -0.560 0:001 0.000 0.560 0.000, 0.000 -0.001 2 3 -0.560 0 001 0.000 0560 0.000 0.000 0002 9" 3 -0.557 0.027 .' 0.000,:; , ,: Oi558 0 000 ". . 0:000 -0.000 4 3 -0:555 0.013 U.' 0.555 0.000 - 0.000 -0:000 8 3 -0,554 -0 023 0 000`-'• 0:554 0 000' ' 0.000 0;000 z 6 3 53 -0 017 0.000 0:553 0 000 0:000 70.000 5' 3 -0.553 -0 01.7 ` ' 0.000 0.553 6 000 0:000 4000 3 2 -0,552 0 006 0.000. 0.56' ;0 000. 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Printrme]°ate:oii�ofaots iesa 7 L STAAD:Fro V8i`(SELECTseries 5)20:07.10.66 Pnnt;Runl of 23 Job'No `` Sheet No Rev Soft licensed to Microsoft Part - - - Job TideF Ref j!v f By Di&A*.-: Date01:O k- A-I d Client. eta Sexton,sect A wind she Data/iane 01-Oct-201918:33 Node UP Force=X Force Y Forge Z Marrsent-X Moment Y 'IVloment=Z (kip) (kip) (klp) (kip in) (kip in) (ktp'in) 12 3 0.098 q.799 0.000 OA00 -- ;0.000 -91972 13, 3 0.000 0:768 0.000% 0;000 0.000 4 609, 13 2 0-000 0,;715 0,000 6.000 0.000 4.291: 12 2 0.105 0 647 0,000, . .. 0.000 0 000 =9.622 1 2 0.225 0:456 0.000 0.000 D QOO 11.493 14. 3 0.03.7 f`0:454, OA00.;' 0.000 0.000 4.813. 1 3 0.229 ;0.416 0.0001 O.000 '0.000 .11.708 20 3 0:000 0:384 0.000'' 0.000 0.000 4535 k 20, 2 0.000 0:368 0,000 0000 0.000 -4.349 14 Y 0.003 0(308 0.000 0.000 '0 000 0.403 12 1 -0.007: 0.153 0.000 0.000 0.000 -0:350 '14 2 0.035 0;946 0.000 0000 0.000 4-410 13 9 0.000 0,053 0.000 0000 ;;0,000 s 0-399 20 1 0.000 O':016 0.000` 0.000 0 000 -0.187 1 1 0.005 -0.040 0.000` • . 0.000: 0 000 0.214 mb- i 4 • y r ' r , .. Pnt Tima/Date-01/101201918:34 STAADPro U8i(SELECTseries 5)20.07 0.66 Pnni itun i of N Job No- : Sheet No Software licensed to Articrosofi.. }r Part - Job tittle. Ref 7 By Dick A _ Daie02=Oct 19 cnd' Client Fle Sexton Sect.B Std oateTme 02 OCt-2019`7223 d. r � y ko"AA Print TirrielDate:02(1l)Y101s 122s S7AAD.Rro V8i(SELECTseries 5)20;07.10.66 Print faun t of;ti -e 906 No ' Sheet No Rev Software licensed to Miansoft ., . Part Job Title r Ret O Di& 02 Oct 19 i chd Clier f Fiie Sexton;Sect.8 std DatWT, 02-0Ct-201912:23 _ E yf � • - � rj T f1r f ✓� � a - 777 4 F Yt p ' Load 2 � 3 Pdnt Time/Data:0:410n019 1229 STAAD.Pro V8i(SELECTseries 5)20.07.10 66: Print Rim of; Job10 Sheet No Rev Software licensed to Microsoft" Part Job Title.. Ref } ey DickA Date 02 i Client Fle: Date�me G.' Sexton,Sect_Sstd 02-0ct -201912:11 f y .3r 6 i ' t 4} > A d II r 3' i y c � i Print Time/Date'0211 t)Y101912a 1 STAAD Pro V8i(SELECTsedes 5)20.07.10.66 Prim Run 1 of fi .M.N. ,. 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Shear.-Z (Psi) (Psl) (Psi) (PSI) (Psi) 6 3 1.000! 1265. ' 0 000 : 7330.42fi 331 691 19:563:;. -0.000 6. 3 0.91 Z 1 054 0.000 178:981 „180 035 .16.303; 0.000 6 2 0.500! 0000 0.000 165:21.3 •- 165 213 0.000: 6 3. 0.500 0:000 0 000 `; 165.213 165.213 0.000 O.p00 :6 3 0.583 0:211 0 000 151.445 15 i 656 3.261 0.000 6 2 0.583 0 000; 0:000 151.445 151 445 3.261 0.000 6 2 0.417, , 0;000 0.000 151.445 151 445 3.261' 0.000 6.. 3 -,0.667 0;422, 0.000 - 110.142 110;564 6.521 0,:000 6 2 0.667' Q:000 0.000 110142 110142. 6.521 0:000 6 2 0.333 0.000 0.000. 110.142 110.142 6.5.21; 0.000, '6 3 0.8331 0843 0.000 _' 071, 55 914 13.042'` 0:000 x 8 3 91.000 0:005 : 0.000: . 45A73 45418 r.- 2.002`. -0,000 .8 1 . 1.000 0.'005 0.000 j 45.473 45 478` 2.002 -0.000 6 3 0.750': 0:632 0.000; 41:303 4,193fi :' 9.782 0:000 6 2 0.250 0000 0.000 41.303 4.7 303 9:782 O.000 6 2 0;7W 0.000 0.000 41.303 41 303 9.782 ;0.000 2 3 1.000_ 7149 0.000, 25.132 32 281 1.777 . 0.000 2 2 1.000, :` 3.61 28 641 1.202:; 5019 Q000. -2 2 -0000 "7 3 0.000 8 590 ' .0.000. A 8.820. 27.410 1.218 Q.000 2' 3 0:917` 7:224 .'' 0 000 20.095, 27 319 =1.657, 0:000 2 2 0.917 S019 0.000 20.096 25115 -1202 t 0000 8 1 0.917[. 0004 0 000 :' =24:631' 24 635 1.668: ;0.000 r8 3 0:917 0.004 0 000 -24.631. 24 635 1.668 0.000 2 ' 2 0.000 5019 0 000. 18:685 23 704 =1.202; 0.000 7 3 0.083 8 590 .0.000 15.049 23 638 1 a 24 0.000 8 3 0.500 0000 0.000 22.737 22 737 0:000' 0000 8 1 :0.500 0:000 ;.0.000, 22.737 22 737 0.000` 0.000 2 3 0.833 7.299 0 000' 15409 22 7Q8 1.537' 0.000 3 3 0.000 2:791, ' 0.000 -18.824 2I614 1.152:: 0.000 2 2 0.833' S:019 0 000 `; 16.570 2 589 1.202` 0.000 7 2 0.000 6A48 0.000 14.878 21 026 0.fi53; 0:000 8 1 0.583- 0001 0.000 20842 20.843• -0:334; 0.000 8- 3 0.583 0001 0.000' 20.842 20 843 0.334 0:000 3 2 0.000 1 963. 20 598 0.996;.- 0.000 3 3 0.083`. 2i761 0 000 17.507 20.268 1.104 O.000 2 3 0.000 8052 0.000 12.149 20.201 0.000 2 2 0.083 5.019 0 000': 15.160 20.179 1.202 0,000 7 3 0:167 8€596 6.666:- -11.582 - 20.172 1.029 0:000. 1963 0.000 17.472. . 19 435 0 996 0.000 3 3 0.167= 2:731 0 000;::: .-16.245 18.977 1.057 0000 2. 3 0.083 T977 0.000 10.973 18.950 ..` -0.461 0:000 7 2 0.083 fi148 0.000 -12:774 18.922 0.653 i, 0,000' .. 2 3 0.750 7`:375 0.000< 11.074 18.448 1.41.8` 0.000 3 2 0.167 1.963. 0.000 16 309 18.272 0.996 0.000. 2 2 0.760 5.016 0.000 13.045 18.064 L202 0,000 5 3 0:083 0:376 0,000` 17.526 17.602 2.027 0 000' PrintTime/Date>0?/10t201912:35 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 PdnYRkm ror -' JobPto She et, No ,:` .. Rev. �22 Softmra licensed to Microsoft, Job We Ref BYr Dick A oateo2-Oct 19 chd Client F'ie"Sexton Sect:6 wtndthe° "1e OZ-Oct 201912.26 Node UC Force-k Force-Y. Force-Z Moment, Moment-Y Moment-Z (kip) (kip) .. (kip) (ktp in)` (kiQ-in)' (ktp inp r. 2 3 0.095 0089 '` 0.000 0.000 0.000 0.070;- - 6 1 0:029 0>059 0.000"' 0.000, 0.000" 0.489`' 2 1 0.029. _ 0059 0.000 0.040. 0 000 2 2 0066 0031 0.000." 0.000 0.000 0.422" 6 3 0.264 0028 0.000 0.000 0.000 0.914`; 1 3 0.000 Oi010 0.000 A.Ot)0 0.000 0.000 1 1 0:000 6.010 0.000 O.Og0 0.000. 0.000` 7 1 . OMO Oi010 0.000; O.OQO 0 000. 0.000: 7777r3, 0.137 0010, 0.000 0.000 Q.000 2:499 7 2 0:137 0000 OA00 O.OQO 0.000 -2.499; . 1. 2 O.00O; 0.000 0.000 0.000 Q 000 0 000'- , 6 2 0.293 0 031 0.000 6.000 0 000 1 404: Print-amemate:'ovidam arcs STAAO.Pro V8i(SELECTierOes 5)20 07.10.66 •, Print Run t of Sexton, new covered porch outer tleck beam;;four 2x8s t ,t k 4 Beam Length: 147.0 in ilocabon 0.3�0 in 3 48507e-4 Oli Deflection 0 0 0 01103083 deg r, 0.01:103083, Slope 0 002239776 1 16316 61 Moment 0 0 1546 789 =1546.789 Shear.. 712;3:17 } . 56 4846 I' Bending Stress Tosile:0.0 C6mpressive:,00 Average Shear Stress 21 1.0569' a a ** Sexton, :new covered porch outer de u ck beam,;, for '2X8s ** ` BEAM LENGTH; 147. 0 in MATERIAL PROPERTIES'.' & ` Modulus of 'elastic ty,=::1200009:0 lb/in? CROSS:-SECTION PROPERTIES, Moment of inertia = 1548.2 in^4 Top height 3.75'' in Bottom height = 3.;75 in Area 33.75 inz . UNIFORMLY;DISTRIBUTED FORCES 29,4 lb/in at 0.0 over 147 0 in. 0.78125. lb/in at 0.,0 over 147.0 in SUPPORT:REACT'IONS '*** ' Simple.at 0.0 iri Reaction Force -.:712.,317 lb: f..;: Simple at 22.25 in Reaction Force =-2930.639 lb . Simple at 124 75 in 'Reaction .Force -=200.03 lb -' Simple at 147.0 in Reaction, Force: 712.311 ',lb' MAXIMUM DEFLECTION *** t owob6864243 in at 73.5 in . No Limit specified MAXIMUM'BENDING MOMENT."—— -233T9 86 Tb in at `22 25 in__ -23319 86. lb in at 124 T' iry MAXIMUM tSHEAR:FORCE:.*** -` 1546.789 lb at 22.25 in 1546' 789 lb at:f 124 75 inFd ,: , MAXIMUM'STRE5S *** -' Tensile - 56.4846 .lb/ina No,Limit Specified Compressive 56,484651b/in2 No ?Limit`"specified r Shea (Avg) 45::53079,"lb/inzi N` o m,Liit.apecif ed ; i f Sexton, outer deck beam for 20 ft;deck to new covered porch,,triple 1 Beam Length: 242.0 in_ Location 0 0"m c. 0.152,6761.': Deflection 0 0 + 0 dey 0:2135521 Slopes: � 0.2682071 f� 23911 71 (j .11111 " ... �.. . i6A f _ 39575 9Z Moment 0 0 L 1611 263, # - Ib: C _ 1655 764 Shear' 1016153 9381144>.. I 1 t ' 2 i JJ 938 1144' , Bending Stress` Teq*0.0 Compresswe 00 49.05967 { lbrn2 Average Shear Stress 3010824` 2682071.:' ** Sexton, outer deck beain,.for.20 ft deck to new covered .porch,,;.triphe 2a$ ** BEAM LENGTH =':242.0 .1ft MATERIA3, PROPERTIESa • Modulus of elasticity = 1200000".0 1b/:ia2 CROSS-SECTION PROPERTIES Moment of inertia := 15$":2 in.^ '- Top height: = 3.75 in Bottom ,height - 3:.'75 in- Area = 33.75 ins. UNIFORMLY DISTRIBUTED, FORCES` 20:"81 lb/i at .-0",0 over 2420 in 0.7$125 "lb/in at 0.0 .over 242„0 in SUPPORT,REACTIONS ***' Simple At. 0-.0 in Reaction Force =-2016:15'3 lb Simple at 123.75 in Reaction Force=-3267.027 lb Simple at 2;4.2,0 In Reaction Eorce• =-9'41.9026 lb:, MAXIMUM.-DEFLECTION *:** 0.1526761 " 'n at 52;88157 in No Limit 'specified; MAXIMUM BENDING MOMENT .***'' "'. -39575.52 lb-in at 123.7& in' MAXIMUM:SHEAR: FORCE;:*** 1fi55 764 1k at. 123.75 in'; MAXIMUM.STRESS *** Tensile 938:1144°lb/inz NoLlmit specified Compressive; : 93$_'1144, lb/in2 `' No Limit specified Shear. (Avg), 49:05,967 lb/irY No`Zimit specified i 27 I' Sexton,.new porch.roof edge beams, trlpie 2x.10s =ULM 11141 Beam Length-.°60.32 in. Location 0.0 in Vq ( ,.0 0.9063451 Deflection 0.03232427 ::.. d 0- , 232427 ;. Siope 0 03232A27 10825 68 Ib4n Lt I lI fi _o.o Moment' 0 0 717 8834 Shq. ear. ,• 717.8834 ;; a - i i 159 934 I f 6 Ib/one 15 Bending:Stress Tensile:0.0 Compressive:6 Q 167925..9,'. Average Shear Stress 16.79259 ` ** Sexton, new porch: roof: edge :beams, :t'riple.2x,lOs ** BEAM LENGTH = '60.3.2. in ; MATERIAL PROPERTIESi Modulus of ela sticity,,= 120000;0.,0 GROSS-SECTION:PROPERTIES:: - Moment of inertia 321_+52 in^4: Top height .=. 4.75 An Bottom height = 4:75 .in Area`.:- 42.75 in' UNIFORMLY DISTRIBUTED FORCES 0.99.'lb/in. at 6.0 over 60..32 in " 22.8125 lb/in at 0..0 over 60.32 in SUPPORT =REACTIONS *** Simple at React-ion Force =-717.8834 lb simple at 60 '32 i n: Reaction Force --717.8834 lb k MAXIMUM DEFLECTION '**'*" s 0.01063451 n ;a`i t 3LI61 in, w No Limit specified MAXIMUM'`.BENDING-MOMENT ***' 10825.68. lb-in -at 30.16 in.. MAXIMUM SHEAR FORCE;r*** 7i7:8834 'lb at 0.0 in 717'_8834 lb at" 60,::32, in MAXIMUM STRESS Tensi-le, 159.534 lb/in2 No Limit specified x Com ressive: 159„93.4 lb in No""Limit. sped ifed Shear:: (Avg). 16i79259 .1b/ ii2 No ,Limit specified edSegton pile footin for er o- rch. .'`' F' L a► Input Constants Descnpfion Input Constants P;colucnn ioad;pounds S, soil load capacity psf°. P 3'121 lbf fc,:compression stress limit for concrete,psi 1bf n�(tvp.} a fs tensile-stress for steel SC 1500=z 3 a. remforctng bars ft 009>< (.:for 60 ksi rebar,fs 360.00 psi)' fC 3000 psi (for 40 kstrip iar,fs 24,000 psi Fc.. Ec modulus of elasticity for fs 60000 pSl ` Y F8. rete(3,122,019 psi`,for concwo 3000 psi concrete) 00I Ec 3122019 psi O'.007 Fc 0 003 in/in, concrete compression straui lunit Size of footing surface area required. Fs 0 004 in/ui. steel reuiforcing bar tensile strain lmt P Sc' Sa.=108 f12. For balanced condition,Fc_Fs Depth of footing required - Min length of.sde required Ls = Sa0 5 b: Ls.. LS =:17 309 0� z 2 b =8.655 Dui Min base.for"Big'Foot" or songs Depth of-lower rebar (LS)2 0 5 d . b- o.2s ft B'. '2 n B 19:532 yin d =:o:a�11VIoment Balance Pressure.on soil due io-weicifit-bf concrete: flexural resistance;fact • 0 9 or. R 1bf: lbf As(fs)((3)d P(Ls)/4 We := ba150 3 wC`=-108;1;84 fl ft? Min.cross "sectio [if area of steel required"at bottom unless As<017` Remaini rig;soil;capacity after appiying.footing Ls weight As° P 1bf Sci :- Sc— we SC _1.392.103 z ft A5'=0.044!-1T1 _ � 1 7;7- 36 Check:if upper Connpressiom steeh�s required For balanced condition, a=.Fs By similar triangles,c/d+0:0031. /0.007-0 42$57 for the balanced condition of Fe:=Fs. If c/d>0.42857,then upper compression controls and upper compression steel requirements must be evaluated. B = Ls 2;b t. •B fc i1i 4 a 0.983 am " 3 c = R c - o s —1`:092 to - =0193 4f,c/d>`0 42857,then upper compression steel is d required unless Acs 0:17 if compression steel as necessary_ 0000a in from tle'llustration arid,depfih of footuig calculation Ads.:- p. Ls „ 4 fs-i e Acs 0.038:.oink Pile footings are to;be Big Foot BF 249 with 12 in :da. tubes iF. " 2 . _ 1 f Commonwealth of Massachusetts Division of Professional Licensure $ � Board.of Building Regulations and Standards ' Go�st�rr�Si�:p�,t-visor � � C 8803- S-0 0 • � � 4�pires 04/07/2020 STEVEN G HADDAD PO BOX 2 C WEST FALMOUFM MAC 02574�3 Commissioner i �Pom�zarculep��.��aaaa.��iicae�� �✓ i + Office of;Consumgr Atfairs&Business Regulation HOME IMPROVEMENT CONTRACTOR t TYPE:Ind vidual Re°i--- st�at�o Expiration ' 1435,- 08/20/202t STEVEN G.,ll D D/B/A FALMOUTHlR ` EAL ST-.T +BUILDING`CO. t STEVEN.G.HADDAD w ` 1 URKELANE ALMOUTH,MA 02556"k j� Undersecretary ' "' Pnnt Forme The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 1 Congress Street, Suite 100 Boston, MA 02114-2017 d www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name.(Business/Organization/Individual): Address: City/State/Zip-�A) F �� Phone 9: �7�3 Are you an employer?Check the appropri to bo • Type of project(required): 4. Q"`am a eneral contractor and I 1.❑ I am a employer with g 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. ❑Remodeling These sub-contractors have �- ship and hay-e no employees 8. ❑Demolition, _ workingfor me in any ca acity. employees and have workers, g P 9. ❑Building addition [No workers'comp.insurance comp. insurance., required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions ❑ officers have exercised their 11. Plumbing repairs or additions I am a homeo�i ner doing all work ❑. myself. [No workers' comp. right of exemption per MGL 12:❑Roof repairs insurance required.]t c. 152, §1(4), and we have no - 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. tContractors 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 employee& Below is'the policy and job site information. l Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do herebv cerd n the pains and enalties o er ury that the information provided abmw is true and correct Signature: -- --- --- - -- - - - Date: Phone#: Official use onh. Do not.xTite in this area, to 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/Towm Clerk 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"ari individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local 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,§25C(7)states`N6ither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.". Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(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 to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The.Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02 1 1 4-20 1 7 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax 4 617-727-7749 www.mass.gov/dia DATE(MMIDDNYYY)AC�® �� CERTIFICATE OF LIABILITY INSURANCE 03/22/19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Deoliveira Insurance Services HONE Ext: 508-477-3023 A/c FAX No): 508-638-6463 800 Falmouth Rd. UNIT101-A ADDRESS: joe@dinsinc.com Mashpee,MA 02649 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: MSA INSURED INSURER B: PROGRESSIVE INSURANCE SJ BURGESS CONSTRUCTION INC INSURERC: The Hartford-ASSIGNED RISK POOL 4 KNOB LN INSURERD: MOUNT VERNON FIRE INSURANCE COMPANY BUZZARDS BAY,MA 02532-5646 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTEFF POLICY R TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDY MM/DD P LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DOCCUR PREMISES Ea occurrence $_ 100,000 MED EXP(Any oneperson) $ 5,000 D CP2620026 05/06/18 05106119 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑JECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ 100,000 B OWNED SCHEDULED AUTOS ONLY AUTOS 03973200-2 11/02/18 11102119 BODILY INJURY(Per accident) $ 300,000 HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ 100,000 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 4EXCESS LIAB CLAI AS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBEREXCLUDED? NIA 1K394808 06105/18 06/05119 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CONSTRUCTION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN STEVE HADDAD ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1322 WEST FALMOUTH,MA 02574 AUTHORIZED REPRESENTATIVE DANIEL O'CONNELL t ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD GREECOR-01 JDEE ACORa►" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `--� 10/10/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C N M NNTA E:CT The Corcoran&Havlin Insurance Group PHONE FAX 287 Linden Street (AIC,No,Ext):(781)235-3100 (A/C,No):(781)235-1622 Wellesley,MA 02482 ADDRES : INSURERS AFFORDING COVERAGE NAIC# INSURERA:Colony Insurance Company INSURED INSURER B:SafetyIndemnity Insurance Company 33618 Greenstamp Corporation INSURER C:Nautilus Insurance Company 17370 184 Riverview Avenue INSURER D:Associated Industries of MA Mut Ins Co 33758 Waltham,MA 02453 INSURER E:Crum and Forster Insurance Company 42471 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP TR IN SO WVD M MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE r OCCUR X 103GLOO2084901 11/17/2018 11/17/2019 PREMISES EaEoccurrrrence $ 300,000 MED EXP An one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�Ppa LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: POLLUTION LIAR $ 1,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO X 6247523 8/31/2019 8/31/2020 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY rX AUTOSWN BOODILY INJURY Per accident $ XAUTOS ONLY AUOTO ONLDY PPeOacadTen DAMAGE $ $ C X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS UAB CLAIMS-MADE X XS172749 11/17/2018 11/17/2019 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 D WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN X STATUTE E _ ANY PROPRIETOR/PARTNERIEXECUTIVE M280080071542019A 9120/2019 9/20/2020 1,000,000 MFICER/M�MggEERR EXCLUDED? ❑N N/A E.L.EACH ACCIDENT $ andatory rn NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 11000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT E Pollution Liability PKC108166 11/17/2018 11/1712019 Each Occurrence 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more ice is required) Falmouth Real Estate is included as an Additional Insured with respects to the General Liability,Auto Liability and Umbrella Liability as per written contract or agreement with the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Falmouth Real Estate THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O.Box 1322 ACCORDANCE WITH THE POLICY PROVISIONS. West Falmouth,MA 02574 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I ACORO® DATE(MM/DOYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/22/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A.CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:NTAC Erica H.O'Connor HART INSURANCE AGENCY,INC. PHONE Fax 243 MAIN STREET E • Arc No): PO BOX 700 AIL ADDRESS: eoconnor@hartinsuranceagency.com _ BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC If INSURER A: SAFETY INDEMNITY INSURANCE CO 33618 INSURED M&R Drywall and Plaster,Inc. INSURER B: Associated Employers Ins Co. 11104 179 Sandwich Road East Falmouth,MA 02536 INSURER C: INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER MM/DD YYYF MMLDDYYYYP LIMITS A COMMERCIAL GENERALLIABILITY BMA0011160 10/01/2018 10/01/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE IV OCCUR DAMAGE TO RENTED 100,000 PREMISE Ea occurrence $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO ❑LOC PRODUCTS-COMP/OP AGG $ 1,000,000 JEC7 OTHER: $ AUTOMOBILE LIABILITY COMBadentS INED INGLE LIMB $ Ea ac ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per a.dem UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050140502018A 11l14/2018 11/14/2019 PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) f CERTIFICATE HOLDER CANCELLATION Email:falmouthproperty@aol.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN STEVEN HADDAD - ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 2 West Falmouth,MA 02540 t AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD Irrame'and logo are registered marks etrACORD DATE(MMIDDNYYY) ACORE0 CERTIFICATE OF LIABILITY INSURANCE 04/09/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Andrew Roth NAME: Murray 8 MacDonald Insurance Services,Inc. aCNN Ext: (508)540-2400 (508)289-4111 550 MacArthur Blvd. E-MAIL andy@dskadvice.com ADDRESS: y� INSURERS)AFFORDING COVERAGE NAIC 0 Bourne MA 02532 INSURER A: Hartford Fire Ins co 19682 INSURED INSURER B: Guard Ins Group 31470 Joe Ores Carpentry,Inc INSURER C: PO BOX 661 INSURER D: INSURER E: North Falmouth MA 02556 INSURER F: COVERAGES CERTIFICATE NUMBER: 19-20 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEAUUL SWIM POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DDNYYY MM/DDNYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 Fzfl DAMAGE CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 10,000 A 08SBAKI5927 04/20/2019 04/20/2020 PERSONAL&ADV INJURY $ 1,000,000 MOTHER: LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 LOC POLICY PRO- 2,000,000 JECT PRODUCTS-COMP/OPAGG $ Nan-owned $ 1,000,000 AUTOMOBILE LIABILITY - - .. COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA UAB OCCUR - EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N 500,000 ANY PROPRI R/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ B OFFICER/MEMBMB ER EXCLUDED? � NIA JOWCO21464 04/30/2019 04/30/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500 000 DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN , Steve Haddad ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1322 AUTHORIZED REPRESENTATIVE West Falmouth MA 02574 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD } The Commonwealth of Massachusetts Pa 'e -2 g Department of Industrial A&VentsF Office oflnvestigations W 600 Washington StreeP .: Boston, M402111 ,www.mass.gov/dia Workers' Compensation Insurance Affidavit:.General Businesses Applicant Information .Please Print Legibly Name: -Address. .-O. x r r ' C� - lam'`�`� x'StateM� 'Zip4 V�`V Phone ! t V / � y ?k--: n Woik site location(full address) ;`>, �L.(�: , <,��''`�� Company name: k Excavations m Address: cityr x Phone , . , Insurance Co. Policy# y w a Company name: Foundation Address: _ _ CityPhone Insurance Co. Policy# y Com any name: Q�� e, Frame - Address: r�� C 9: r Citya Phone ., Insurance Co_ ` �'�_ �es� j/, j Policy _ k , COMPan name: V Insulation- Address City / eCmlr\�\ Y�( M� Phone �� [ �/ �� . � t' Insurance Co. �'CJ�Q�ee�e.� �1�1 ` ,�C�` Policy# ��•� O��e� T�F .: ' Com an name. C.� - t Drgwall Address: AC � City `��!'^�1( '�''1, m �' Phone - Insurance Co. � w °�� C 't�� Policy# C� e ^s "Compan name:' S Finish Address: City �M a\j Phone t Policy#Insurance Co. N. Town of Barnstable BL111C11'n g - ... ' t Post This Gard So l hat it is Visible From the Street-Approved Plans Must be Retained on Job and this Card"Must be Kept RA 'RAM Posted Until Final Inspection•Has Been.Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Fina141nspection has been made. Permit No. B-19-2996 Applicant Name: STEVEN G HADDAD Approvals Date Issued: 09/26/2019 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 03/26/2020 Foundation: Residential Map/Lot: 007-007 Zoning District: RF Sheathing: Location: 573 SANTUIT ROAD,COTUIT_ Contractor Name. �STEVEN G HADDAD Framing: 1 Owner on Record: JONIS, RUTH E TRUSTEE Contractor License. CS-088030 2 Address: 5728 EUCLID STREET - - •: Est. Project Cost: $ 10,000.00 Chimney: CHEVERLY, MD 20785 Permit Fee: $ 101.00 Description: Remove existing trim,carpet,cabinets,tile vanties,sheetrock and Insulation: Fee Paid: $ 101.00 other structural materials to prepare for renovating All work to be ,^( Final: +� within existing structure. � i :Date _�" 9/26/2019 Project Review Req: DEMO ONLY- RENOVATION WILL REQUIRE S'EPERATE PERMIT Plumbing/Gas Rough Plumbing: g �. BuildingOfficial. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. i n for the entire duration of the Final Gas: fromaccess street or road and shall be maintained o en for ublic in's o This permit shall be displayed in a location clearly visible ac p p ect P work until the completion of the same. �: r✓ i Electrical The Certificate of Occupancy will not be issued until all applicable signatures-by the Building and Fire Officials are provided on this,permit. Service: Minimum of Five Call Inspections Required for All Construction Work:s 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed priorto Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set.forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT J L �cgL 7..............qq BUILDING DEPT. Application Number. J IIARMABE4 MASS. 11019 Permit Fee................. . . ................Other F4w ....................... 16 SEP,11 TOWN OF BARNSTABLE Total Fee r4M............. ... z................. ...... TOWN OF BARNSTABLE Permit Approval by............ ,.................on......'..................... BUILDING PERMIT ......................Parcel......0 ................... APPLICATION Section 1 — Owner's Information and Project Location Project Address �;CA viiiageC \A. Owners Name Owners Legal Address P 0 uvck 5; City State zip 907 6 Owners Cell # -mail Section 2 —Use of Stru' cture, Use Group_ ❑ Commercial Structure over 35,000 cubic feet commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Co lion ❑ Move Relocate [] Accessory Structure ❑ Change of use 0 Finish Basement D Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System ❑EAddition' ❑ Retaining wall F] *Solar We0novation ❑ Pool D Insulation Other—Specify Section 4 - Work Description Q'Icl S C—Alec C, nsc,--4 T+A.+.A- 1 1/1 mni o Application Number.................................................... Section 5—Detail Cost of Proposed Constructionk/6 Square Footage of Project T .F E Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑❑ Heating System ❑ Masonry Chimney Add/relocate bedroom j Water Supply Public ❑-Private Sewage Disposal ❑ Municipal n Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: --�'�'^" `��� I am using a crane C Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No a Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed j Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ "No Last undated: 11/15/2018 - :«J...,a•,ayµ. ...1".fix "fT',}.'"" q ,M t. .yi7, Hef,, t Z.i.�e.wing Board(ifrgttired) ❑ r ' yr v Histaric Distriot Site Plan Review(if.q hmd) - f� �iy�Y�rnye���p��qwea�parw�wneni ���y( ,� CasvuaP,W 7•�i cm i �a-J arc omtere l"O k please-aa'= yplansdto ihefre de o jaPPorr n � �as Owner of the subject prgperty hereby a authmize 5�16,JEW C-4,4 DpA r> to act on my behalt m matters relative to work authorized by this buil app H catihn for f a " (Address of job) It signaidp4i of ° er date rcl That Name SW I _ r si 4� , r•, ,� ,j`:. rrz i'�'"sr '$� 1 e}z *7"E� ir5 `�- -� �M �;:+{ i�' 'ea,+•1'' �•`"1'"r�' .�"S9�c � 4 kf•r`�'"3 k C t }l z fait r IX, a a4r ii I - o - s yy Commonwealth of Massachusetts iqj Division of Professional Licensure Board.of Bw(ding Regulations and Standards Const�rqstiU 9ifpgrvisor tj CS-088030 � �9 F fires 04/07/2620 STEVEN G HADDAD PO BOX 2 WEST FALMOU'7GH MA 02574 � rZrFJ/5'S�j��� czCommissioner Office of:ConsumerAffairs'&Business Regulation. HOME IMPROVEMENT CONTRACTO TYPE--Ind vi R cuai Re i anon E n ` STEVEN G..HACSDA�B " 08/2072021' DB/A FALMO-UTH RF_'AL EgT- � +BUILDING CO: STEVEN G.HADDgp 12 BU NEB e N.FA L OU MA 02556 Undersecretary _ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations . 600 Washington Street Boston,MA 02111 vww.mass gov/dia Workers' Compensation Insurance Affdavit:.Builders/Contractors/Electricians/Plumbe'rs Applicant Information ' Please Print Legibly Name (Busines izationtlndividual).. J '' Z �A G J Address: City/State/Zip:C� v Phone'#: � 14 ' 0 Q; Are you an employer?Check the appropriate bog;f, ~f" Type of project(required): 1.Ela e I am employer with ,4s.E-I am a general contractor and I �, pl (full and/or part-time).* have hired the sub-contractors 6. ❑New construction - , 2.L�I am a sole proprietor or partner- listed on the attached sheet., 7. ❑Remodeling ship and have no employees These sub-contractors have g, E]Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.hor ance comp.insurance x required.] 5. We are a corporation and its 10.❑Electrical repairs or additions, 3.❑ I am a homeowner doing all work officers have exercised their y 1 LEI Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required]t C. 152,§1(4),and we have no 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. tContractors that check this box must attached an additional sheet showing the naive 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. -r I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: r S SCC.^.�y �� � - - City/State/Zip: 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 4 1 do hereby c de;thepains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: U� . O.,ftlal use only. Do not write in this area,to be completed by city or town officiaL . City or Town: Permit/License# Issuing Authority(circle one): i 1.Board of Health 2.Building Department 3.City/Town Clerk 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." a An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operi.wa business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." '~ Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for'the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the 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 to any business or commercial venture (i.e.a dog license or permit to burn 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. Department's address,telephone and fax number: The D A The GommonwWth of Massachusetts -, Department of In&sir14 Accidents - Office of Investigations ' 600 Washington Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-MA.SSAFE Revised 4-2407 Fax#617-727-7749` T www:maw.gov/dia Application Number............................................ Section 9- Construction Supervisor Name �1 ,�,�� -' . Teleph e Number AddressQL>.. City State y VP�- Zip License NumberC, VbT010 License Type . G Expiration Date Contractors Emai1��MCkxk' Cell# P?L( r� � I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massach etts State Building Code. I understand the construction inspection procedures,specific inspections and documentation req d b own of Barnstable.Attach a copy of your license. Signature Date (� Section 10—Home Improvement Contractor Name ! Telephone Number Address City State Zip Registration Number 1�� � —Expiration Date 2 - I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetftate Building Code. I understand the construction inspection procedures,specific inspections and documentation require 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date d t l Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name �' -- �C.� Telephone Number 7L E-mail permit to: �� - (� cc"-" Last undated: 11/15/2018 Section 12—Department Sign-Offs t i Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required)'❑ 3 Fire Department ❑ ; , _ Conservation - ❑ `` l For commercial work,•please take your plans directly to the fire department fc r'approvak 4_ Section 13— Owner's Authorization' L as Owner of the subject-property hereby authorize ;-, to act on7 my behalf, in all matters relatives to work authorized by this building permit application for: (Address of job) Signature of Owner f date Print Name r • a y I f r Last updated: 11/15/2018 � ✓ '� ''.-ti,.,�{�,_ �' i _ �„ - _ _.� v.-a .t^^'^G�,.fu�1c''rfl o7�.`,{a L'�"1 i11�1�_ � -'' -i+ s la 1i u;°,fit ��_ •. v ..�- ... _ '! - •� .� _ � - `.. � - � !� .,�•+.. .-GPI - .. - - - -. _ _ - ✓: K' � r .1.ry T�j V Y � 1 Mr` -II� � - •` J�`f e'S� r � +I; w _ i s � . 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REPLACE: EXCAVATED MATERIAL ' IlK CLEAr4 '� ' (?RAVEL TO_pMONEO AAE . ^d. -, 1;1!Y•T�' rr� w�� Avg s _ 1� t'. ''-'''✓ Y� r _ ") . �i ,T }� .. k �,.1R1 x1 .+c, 1 r +..,.•-.�.1. e,sr_ _ •�. . '_ i+ � ;+, fir: 'K40#.� ��' .� 1 � �'.�?.�� ..��•Y�`'r+ti"'� -�.,�J e � n �. �c t rye ;3 �,� + CK .scr, '��..+ �� �" ♦ t.` Po y! Y•• }Z '` t \ ✓ -Y. •J' C _ l fi d _-`�V./ a _ l - \ C_ • .�J �S 5. {'•�`� w'.T .. ' - e � S' L ` - -+.r' / } lam,_ �i J' •'ifs lo r . **Y��r'--R r T - •i s t• . 7VkVAI �=. � �D-�?Ml/Sj/��'.l�ET.F-.�/YJ/IV.4 T�'at✓. �� - , . .s — - '- �'; EXISTING 'ORA DE ti, -- � 3. �� .. •' - ' - '- * T�,�" ter' -+ _ , J 4+15' �aTIC • 'y.ATER. ��^ URt� •7�`✓____MLJ _ '��� k=l'V ••_. 3 `Ir2Ty �E-E1YATt.(3f1i y » -p----� • ° •�"4A ti P. {� � �q T 1 A :� t..+C3/ 6�-w'I i � �-F���=:' �' .. •. '- -� 5� _(p'JDT ro E.YCEEO rilxs'S EFrG crlVE DcPTl•!,' ��• �_._...�..,..r •/O -to° T . . � � - .. " i AM-7 'A8L,6 �. PERC. RAT � :2 f t /�1V NO. HEAVY E 0 U PwLkT TO RUN, OVEN s S� r�i�;F T y T f-� 6 - JEf'JfC .7QN/�, �fiSTRtEtl1"JO,'�F d.vX ; LEACHING Pt S . O 8E' STANt?ARt} r f=ST 8Y: t . w .eVl. •Y✓.A'JrW1C C. .Y A�30c , . r �""-*------ PRECAST REINFORCED '^,f7UCRETE UNITS ! ` :f�ALlL='JyJ2f.Q�2.3}/ .• .8.f.�. H. Ai:'_ SYSTEM ClOatlP�NENTS- ,SHALL St INSTALL ED.IN. 'ACCOROANCE ,-WITNESSirb sBY:. T, TO REVISED • TI t Wit= S .OF THE 'STATE; ENYPROMMENTAL CODE, iESTt EL • ^ '�/•:7 DATA . . , 1 MtNIN-1, lM -REQUIREMENTS. FOR:THE :-SUBS�JF`ACE '0lSPQ$AL.-'• OF c _ _ St�E1lTARY SEWAGE EFFECTIVE` !- JUY:.t977 T�.ST P IYO i t . 'TES- P.T No.2 _ � ANY CHANGES- .TQ ? F'.;S PL :i.� MiUyST' BE A'PP.ROYED • G• ' 7HE - BQARD OF HEALTH. , - Ss9.v�_ ���T•.✓�!X - " AT COMPLETION OF. COMS7PUCTl0N, PRIQR .T0 BACKFILUNG, THE K 36ARO OF HEALTH SHALL BE NOTIFIED TOR "INSPECTION. :- PITCH ALL SE',�ER LINES ij4 ` �'FT. UNLESS -INDICATED - Co�'tiiT .�.l9l4 0 44- -, = OTHERWISE. -' :,8ECRQOAiS 3 DISPoSAU t EST. TOTAL Q�1.1LY EFF. 3�� GALS. - �•wSEPTIC-TA UK 110QQ 'GAL'- ' S10: WALL -AREA 2 GAL_/S-Q. _- " 64T M AREA % a _G�;L:%SQ..FT + �... e n �`.. )• ":' ' �/'' ]'''�[' ; EL1-RINri REOUIRIrQ 205.�1 $Q,FT._ _, - ,. � I „SE 1v��L7 JISPOSAL `�T �/ L ACTUAL .LEACHING PEA. ��SG fT a FOR' ; `r,, -CO T'-T e.4.eA2_ 4 SCALD`AS INDICATED DATE _��.�'9ISO 4(41 j.it tNm. t4! k�A�?Wlek ,9 ASSoclATES BOX 8ci - NORTH FAL A40i/rH ."Mc a TOWN OF BARNSTABLE Permit No. ----------_--------- Building Inspector rua a� Cash ----------—-------— �O ,679. P OCCUPANCY PERMIT Bond ------_______L "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department 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. .....................................................1 19......__ ..................................................................................................._........ Building Inspector ,.. ,p k �/Aft tC SVW M MUST BE " Assessor's map and lot -number 7 .7:.. A U ' �M IN COMRMCE Sewage Permit number .......................t ENVIRONMENTAL CODE AND TOWN REGULATIONS �QyOF7HFT0�0 tiSs� S73TOWN-- OF BARNStABLE DARNSTAIME. i t NAM BUILDING", INSPECTOR Q Mar a' l 1IJRdECT TO APPROVAL OF APPLICATION FOR PERMIT TO .... ...... rl. .......... NW .......... UAITYPE OF CONSTRUCTION ................ ... 60�............. ..:`....ro�:e.................... .....%...:c:��J�1�9aS l i1°�....... ................. v.l-. ...... ................19 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followin information: Location Co ► �. � ........... . ............k- ................................................. Q...L......I.5....................................................... ProposedUse .................................................................................................................... Zoning District .....................Fire District ,t�fe�`! �T C�C.f.�....................... Name of Owner � S ..................Address .T:®.:p? s !Q . Name of Builder V���,4�i ........:......1.LL!. 5......Address .����Sfl�z�9F �62 K� � ✓✓` >L fr c,� .. ......................... ..... ..... v ct Name of Architect ...............No!`�.L"....................................Address .............../ ...................:................................. f f� Number of Rooms .................1?........ ....................Foundation /d �drtC/ '7`� .................. ......... ......................................... Exterior ..............W�%1:> Roofing................................................................... ..................................................................................... Floors f.c'd0� �����........................................Interior ..Sh' AmokI-kxye..................... .......................................... Heating4. ce7`. .`.�.........................................................Plumbing .................................................................................. Fireplace .......r . Cost -� DO Approximate ...... Definitive Plan Approved by Planning Board -----------____---------------19_______. Area .....1.. <...v...`S . ...... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH f /J D 0 I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .�.�--- r................ ... ................ JONIS, RUTH E. No .... Permit for ...QXl!~...StO.ry......... . ......Single...F I.y....DHtelling............ Location ..L0....#.1..5...5.7.3...Santu,i.t...Rd— ................. O t.'A;.t............................................... Ruth E. Jonis Owner ................................................................... 'Type of Construction Frame ................................................................................ Plot ............................ Lot ................................ Permit Granted .......Auqust...2.$.........19 80. Date of Inspection ................�n .19 � Date Completed .........../.... .` ...19Fer - k PERMIT REF SED .............. ............ ...... 19 - •P _ .............. ..... '+ • ... .... ................. .`ii . .... .. .. - .. M. . •' ................................ . ..................................Y....................... u rtoov F4 ........................................... 19 Clr!,� .. .... ................................................................ ! A Assessor's map and lot number 7 f' ............. '.............?�,' , ... Sewage Permit number l.............. L �— TOWN OF BARNSTABLE Z BARNSTABLE, i "6 9ft 101 M a• BUILDING INSPECTOR � PY . APPLICATION FOR PERMIT TO .tt� D / .............................................. .............................................................................. TYPE OF CONSTRUCTION ....t `�;.`� fit cr•vt ................."•.......................................................................:....................... I.!.�..`(......t..�.................l9�.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........'.......... r.......................................................... Ii...................!...:©+.-..... .................. ................................... ' ProposedUse ....". ......L :'j.:. ........................................................................................................................................... Zoning District � Ic7 I ................. . .................................... Name of Owner o-r /.... ..I.!..:/!..S..................................Address .: .. .. ......................r.r-T L).. T ........................... Name of Builder ...L.. 3. a� `;....!.. �J;.�c , 417.�. .......Address .�:.�t:..� ✓7�c!'4r�Ci .......... ...... ......................................................... .... . L '• Name of Architect {tlnN..••....................................Address / : . Number of Rooms ` ��ri.r.«?('' ....................... ......................................Foundation ......:.:.... .............................................. Exterior w�' .................................................................Roofing .................. ...............................................................,.................... Floors .... 7�05 ............Interior .. :......i......r.....°� .............................................................. ............................................................ Heating g` Plumbin ................................................. ........................................................... ................. r� Fireplace .........fi....r....-........................ .........................................Approximate Cost ...... �..dC'o i Definitive Plan Approved by Planning Board -----------_------_-----------19________ . Area .......................71.................... Diagram of Lot and Building with Dimensions Fee ` SUBJECT TO APPROVAL OF BOARD OF HEALTH 7 dit 414. i A I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..................................................... ............................. f JONIS, RUTH E. A=7-7 No .22 15k. Permit for ..One...StorY........... siign e...Fam7�7.�j)W.P_ j nJ............. Location ....Lot...#15......5.73....5?4Lntgi.t... d. ' Cotuit ............................................................................... r Owner ...Ruth E. Jonis Type of Construction s ......Frame.............................. i ........................................ .................... i Plot ............................ Lot ................................ }}t F Permit Granted ...,fAuqust 2 8, 19 80 Date of Inspection ............19 Date Completed ......................................19 f t PERMIT REFUSED ................................................ 19 .i t ................... . .. ? ................... .................................................. + ............................................................................... y Approved ................................................ 19 ............................................................................... ............................................................................... ti POPOA-/�5 5.56',. O. K Z26 7- y15 l w l G.�^A `rol.✓ 4� i 7NL. maw � _ o 0 o r� a o � .� CoNC �aua�►, .4B- .79 d 4! • tip►--v�� c�. �,,;,�,�,� CC?7-U17 .E34ZA.15y"1��� 40 GATE w .44,1:5; 27 /. D �0,�: ,[[�UT/,� �../ta�t.//� G.4c�.4y",E.D aA! T/-•�,� �.�fX.f�i� GAL! . 6c,v ,gi. 1, AA, ,,e r/v Wr 7`� T 7QW,t/ r tip 19771 Gam' E��'it/.SX"<+f�.�,c� Z,4A11A16 fit--,�. ZOAAE °EtT . .Town of Barnstable' *Permit# I P� ti Expires 6 nion hsfroro issue date Regulatory 5elrvices Pee + BARNSPABLE. 9� 6 MASS. ,�� Thomas F. Geiler,Director plFD MP't A , ' Building-Division -PRESS' PERMITToM Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 MAR 16 2010 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TO OF WN APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number. Property Address �?5 Minimum fee of$25.00 for work under$6000,00 ' Residential Value of Work , ,. IL wner's Name&Address f J :. Lor Contractor's Name y jaw Gay!✓ Telephone Number "`���"`---"• ��' Home Improvement • Contractor License#(if applicable) � � �) ' • Construction Supervisor's License#(if applicable) Oa 3� ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ Jam the Homeowner I have Worker's Compensation Insurance Insurance Company Name. Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit: Permit Request(check box) s ,, *e*Re-roof(stripping old shingles) All construction debris will be takento Re-roof(not stripping. Going over existing layers of roof) R. ❑ Re-side , #'of doors ❑ Replacement Windows/doors/sliders: U-Value (maximum .44)#of windows• ' *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation etc. L, ***Note: Property Owner must sign Property Owner Letter of Permission A copy of the Home Improvement Contractors License& Construction Supervisors License is required t VIV SIGNATURE: 4 ` Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc ; Revised 09OR09 t . The Commonwealth ofNlassachusetts 1 Department of Industrial Accidents . Office of Investigations . f_ 600 Washington Street c. Jh-1 Boston, MA 02111 wfvw,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information P1 ase Print Le ibl Name (Business/Organization/Individual): Address: �it hTU 1� City/State/Zip: Phone #: f Aan employer? Check the appropriate box: Type of project(required): 1. a employer with 4. I am a general contractor and I j'I'am, 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. T ❑ Remodeling . ship and have no employees These sub-contractors have g• Demolition working for me in any capacity. employees and have workers' Building addition [No workers' comp; insurance comp. insurance./ required.) 5. We are a corporation and its ]0.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[]Roof repairs insurance required.] t C. 152, §1(4),and we have no 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. iContractors 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 rem an employer that is providing workers'compensation insurance for in employees. Below is the policy and job site information. Insurance Company Name �00����'1��� -Policy# or Self-ins.L;ic.#:' Expiration Date: ! o y Job Site Address: y City/State/Zip: 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 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and.a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do-hereby certify unde. pains a alties ofperjury that the information provided above is true and correct. A Date: Signature: : Phone# �� � cJ�✓ Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority.(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other 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,constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall,not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local 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, §2SC(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone numbers)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 pen-nit 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 insuredcompanies 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 t}ie city or town may be provided to the applicant as proof that a valid affidavit is on file for filture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i,e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts : '< Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASS.AFE Fax # 617427-7749 Revised 4-24-07 www.mass.gov/dia �YNF r Town of Barnstable Regulatory Services ' sTq. ' Thomas F. Geiler,Director tines. 16.3 9.� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 vyww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section.. If Using A Builder 601)I� , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for.. (Address of Job) ))0 0 . r r Sig ature'of Owner to Print Name" If Property Owner is applying for pern-ut please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services. * Thomas F. Geiler,Director inxrtsrABLE, q� MASS.9. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ynyw.town.b arnstabl e.ma,us Officer 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone#i work phone#1 CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does'not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A .person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be,required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to dQ such work;that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FO RM S\homeex emp t.DOC 9;7. �anznna�'uuea�L a� izc�u�aetta , 1 Board of Building Rcgula`ibns and Standards I HOM�IMPROVEMENT CONTRA C70R I Registrationh 1055�48 Ex iration 711712010 Tr# 27197�M' �x PIS 11 twT'p Al PILLAGE CRAFT, UILIN Ivl`�DELItG tvlaella µ I . SANTUIT RD. r IT, Fi`35 Admuustrator CQ I MA 02 l +� Massachusetts Department of Public Safeh Board of Building, Regulations and Standards Construction.Supervisor License License:.CS 50234. `'•?; E Restricted to 00 9 E'l ;:MICHAELftDELUGA�c't � '�:r: 568 SANTUI jRD,r"VJ," - COTUIT, MA 02535. "' l �--�- -�� Expiration: 7/9/2010 L'unmiisiuncr: Tr#: 30003 ' 'L�n 4 or r egistl iron��11rd for4iudc�iclul isc only 3 • i � .� u{ rpdafe�.Il'found retur•#i� Board of[3uild 'Regulationgs.and Standa�'cls: *% t 3 Onc Asliburton'1'lai:04n,1301 V_'oston,Ma.02108 -. Not valid��rthuut srgnalurc y } iM.[� !� 4rt� 1 Y"ffL" ,� Y•• •, J" F N IN T' , Y N ,Expo kFT a,0ILC�fNG= Vl ELIVG 'MIT RD y:t.JCL r' i it � •; Y0 6.) Via` �yt{ ,y.•:ast::r,isfr; l�r 1 ` *=. Massach 'ctts- Dcpurtmcntif-P-urMc SufctN' Board of B dingy Regulations ant! Standards Construct n Supervisor License License: CS 502 Restricted to 100, 'MICHAEL DELUGASj- :'•� 568 SANTUITiRD COTUIT, MA ' ' Expiration: 7/9/2010 t Com-Missiuner., y 4 Tr#: 30003 r WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company Burlington, Massachusetts (800) 876-2765 NCCI NO aos59 POLICY NO. I WCC 5006114012009 ITEM PRIOR NO. I WCC 5006114012008 1. The Insured Michael Deluga dba Village Craft Building&Remodeling Mailing Address: 568 Santuit Road Cotuit MA 02635 (No. Street Town or City County State Zip Code ® Individual ❑ Partnership ❑ Corporation ❑ Other FEIN 04-3182146 Other workplaces not shown above: 2. The policy period is froml2/23/2009 to 12/23/2010 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states.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 $ 10 0,0 00 each accident Bodily Injury by Disease $ 500,000 policylimit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06 A i D. This policy includes these endorsements and schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,.Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimatec Per$100 Estimated Total Annual of Annual No. Remuneration Remuneration Premium INTRA 355380 SEE EXT NSION OF INFORMATION PAGE Minimum premium$. 500.00 Total Estimated Annual Premium $ 2,574.00 As indicated,interim adjustments of premium shall be made: Deposit Premium $ 2,734.00 ® Annually ❑ Semi Annually ❑ Quarterly ❑ Monthly MA Assessment Chg. $2,226.80 x 7.2000% $160.00 This policy,including all endorsements,is hereby countersigned by C—� 11/23/20019 Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY STATE CLASS AUDIT OFFICE OFFICE.- CHECK GROUP Malcolm&Parsons Insurance MA 5645 7 15,04 Agency Inc WC 00 00 01 A(11-88) . 6 Freeman Street-P 0 Box 527 Includes copyrighted material of the National Council on Compensation Insurance, Stoughton,MA 02072 used with its permission. 1 Bar; I SMOKE DE ESTORS REVIEWED Appro.,r�� ,,,/YS - BAR S A II_DIN ' Epi.. IRATE _ Permit #: �— I;� ' FIRE'. 0E ARTINEN'I` QATF -Id AlMimingBOTH SIGNATURES ARE.REQU/REL)FOR PERILITING _ E,'��kKQC�T N G 12 ... .. _ .. TYP IXB/Ix$ .. ... .. �_ .. .. .. .. B RAKE BRDS. Fri, TIN ROOF. - 17 ER MANUF. EW \ 1 - IHM 13 El HEM 1 -1 I ri)ffil, P LIU, PROPOSED FRONT ELEVATION PROPOSED LEFT ELEVATION / NEw Lim EMSTNGEMS - I Do� l� - I WE Ir� u. W 11Illllllll ll� 1 JlI iJ� ll llll l I � i I-i�. �_ I a— - - �I.�Ill�i� f I_lll T I , � s Il� ��ll� � -- _ c --— -- - - - ----- — —- — —= -- _ PROPOSED RIC� WT ELEVATLON JME - 1- / Q PROPOSED REAR ELEVATION IN BUILDER JOB ADDRESS DESIGN .. .. - DATE :REVISION DRAWN BY PAGE BGALE .. n �J �j� �ply :..:. SEXTON RESIDENCE RENOVATE AND REBUILD ��/(�!J�o�✓J"f�IommsslaN,co 8 2�19 s JS •�oF . the :Oesfgns 573 SANTUIT RD. EXISTING COVERED 1-ORCI-1. �u N ter,�e o•zzw b,�a �e r ba r wc�a, ;i y „m a+w.av a came„o,a m ry u��,;u:;a wi�xr�esw, e,�ore •r oe�;. ^ - *.., . LD BuWM WOES. oftp—Hc .e oe w o n<r.r.or M wao rem.w De1Bwm®By Ivc,u eoa cWronroNe um<cc�raxe ru vmar 0*wcnwn�ea+em.vors oEawr r e� v o.BeDr ap . •(30B)+494-9534 GOTUIT, MA.: z l wl eDB co wino m OR n c ueE or+ Dwew cmaur=�e*ra cm Aencncee o.cbNe�c a vs�r DEW, wn Loera ENWMM wm�oeu eNoi�e<wD Bunn No-o us. a®r a«s+ermce'rs o�aw .. • '• so 40) WINDOW 4 DOOR SCHEDULE ID QTY MAAIUF: MODEL ROUCsH-:OfENINCs NOTES. A 4 TW2432 _ __.-... B I FUG606BL DECK C - T T1112B410 .. ..: I TM I A31 n :. K 4 CWI35.. : 2 LEFT 2.RIGHT -- .I 1 3068 RH IXlem¢on la UV c .._..—_ �2 I 286E LH._ - - _ - TN .. -- NOTE..VERIFY QTY,. MANUF. AND BRAND BEFORE ORDERING —— ; _ ---- El IXBTING MftTMG - .. .. BEDROOM ... Ex19TM6 j IXIBTdG GARAGE KRCN91 luDE EXISTING -.--...- — � ... � `� SEX . DECK . -- _--------- - - -- -- EXISTING FIRST FLOOR PLAN 14',uK, P O p --- --------------- cm a�------- -------------- ----- - ~ - DE3J. DINING .. - LIVING MASTER BEDROOM u 0 MASTER Fg BATH KITCHEN - TING ... - . _ - Yb1t1TED couNG u LQ ,aoaF 3' 4'-TK" GARAGE < ... ... -8 LTV. FOYER EXISTING WALLS awause �� 1 --- - NEW NEW WALLS COVEREDi .. � --�-PORCH PROPOSED FIRST _— FLOOR PLAN 5'-1016 .BUILDER - JOB ADDRESS ... DESIGN :. ... pup{ ///�.�/�/��//p ...... .. DATE REVISION. DRAWN.BY 'PAGE - 9GALE .. SEXTON RESIDENCE RENOVATE AND REBa9ILD MW A U- OMMEN �.� VOoCOS �� DCgsI�,'ns 9-21-19 0 JB •�0F.� v4%1'o• 5l3 $ANTUIT RD. EXISTING COVERED.PORCH. ru�F D -- w ti a� � A TAev w erra+cnn°i -Dc a�I�'�TM Poxwae COTUIT, MA.' .. _ of FOR BITE crnml*wMB ore FOR THE UBE OF nBiBE DRAWINGe MWW COWTRtICrbN. FRAGTKEB OF CONBTR—4K vW DEBION WITH LOCAL ENGINE93. WIM LOGAI Elw�rQ•Ht A!ID aWIDMG OFRCINB. r�T aARIrorALYF„A GONG " :(308�49s-�s Z " ptllSTING DECK ABOVE EXIOT .... - - .. .. BASEMENT ilIIIIIIIf IIp lllliilt/111lllllf€ tiAlll Gtl iPLtt Pf llpltllittl111111!l1111IIO1111111iii1l II111011[/pI61lf[If IAAItLL1111111pAP1i _ E)OSTMG . GARAGE ----------------- .. .. - EXISTING DECK ABOVE. .. .. .. ... EWSTING PORCN AREA EXISTING BASEMENT FLAN 1 � 4 BEDROOM � ^ LIVING . .. - BEDROOM 1/2"WALLBOARD M- - .. R21 INSULATION 4'-414" BATH' _ .. .. .. `( d IX WOOD CAP m 3/4"BGOTIA - • UNFINISHED ��/80/.AMP.EXISTING CONCRETE WALL GARAGE 1/2"WALLBOARD 9-0 ::- F'ROOFlNG CSA 'a o 16"O.C- 12'-104i o ... t :.: APPOVED. :.. p ti R13 RI3 INSULATION 4'POURED CONC.SLAB . ... p 2X6 KEY ISTING PORCH AREA . FT '.� 10"X22"LONG. G. # _ j v / d .Q Q o O COMPACTED GRANULAR 4 NEW PORCH AREA, FOOTING F-INISHED BASEMENT DETAILS ! PROPOSED BASEMENT PLAN -> .. .... DATE REVISION DRAWN PAGE.. .. plq 11�0�1/0/ /lp 1p�. f��11{���/)C�C /��i�2/tl��Vl� die Deg Ig'ns BUILDER JOB ADDRESS - ... :DESIGN l,✓l,✓�O V�4 UlomE �^--' 91Cv/ Vl90 coi - �2-�-19 R» 1810N D � BY . OFF 1/ ° SEXTON RESIDENCE RENOVATE ANID'REOUILD 513 $ANTUIt RD. EXISTING COVERED PORGN. �I �, _, m�" E �o e �" : o� vax cr o u. aa.ew ae (50BJ 494-9534 /� t - RESPO PRKTICF9 OF COND1RIlCtiOlL vEREY[AEdGN W!!!IOCAt ENG?EFR. GRN LOCAL ENGINE AIID'OWLDING QEHTBC�IT.bI.F IM LiiIG GO 1 ulT, Ma. = FOR BRE GOI�R 0 U OR TOR THE U6E 6 �E ORdWMG9 pRINn LONG FNOT ON 'f - 3 •Rlt�;'ft t..r.. seer - tqr� TH-- -------- -- -- --- --- „ 2 ^� ... . .. .. , , „ , , HANGERS .. _ " :4� F 2XB'e•Ib"O.G.—� :� F 2X6 PT II I II • o • r u = . --" -- - --' - 2X8'e Pt-- -- - -- , , , , 0 0 4 ° TYP.IY IAM.CONC.FILLED _ 1 TUBE ON 24"X24"XI2"FTC. ... OR EQUAL pROOF FRAMING PLAN FLOOR FRAMING PLAN F - - --------------- - - - - J Z KS RAFTERS•Ib"O.G.� ° - - 1/Y'ROOF SHEATHING : B� De•'e - PAPER PER MANUF. W .a. .. - .. TIN R PER MANUF. : Q O m RIDGE VENT — —-—- —' 2X@ a J.o. O.G. 2XI2 RIDGE .... _- 12 .. .. - .. - 2X10 RAFTERS o Ib:'O.G. _ 4.3� 12 .. in"ROOF SHEATHING � _ _ 2X4'e•Ib"O.C. � pe3 STRAPPING .. B .. PAPER PER.M MAN '.: ® .. :. TIN.ROOF.PER MANUF. � � ' a�n 1/2"WALLBOARD . . 6 -• 7 PORCH. � KITCHEN DINING DECK . .2XIO'e : _ ClleroF1 PORCH. CUSTOM Co MINIS - EXISTING EXISTING - p• 'e PT•16 0.0: THE S , .' / IINFINISHm LIVING j - /rLl / CROSS SECTION (5) 71 CROSS SECTION (A) f . .. .. - I DATE REV DRAWN PAGE q p p p //p//p//p //p /p���D�I�F�GAL%��// V �O - REVISION BY SCALE - lien Designs 3' BUILDER JOB AODRES9 DESIGN ��1 %oV vNO A �� t V s O aZ7�19 • •�aF—aG 1/4%1 `' RENOVATE AMID.REBUIt.D - SEXTON RESIDENCE " eoucRe+e�coormw' rs�au roormoe ewiu�essw rraaenn�e vesemr o�ru. ... emu w. m exxr.91S aro Rmoaaee+ar oaeu , as eax se -(+.�OBJ 494-4534 - �e•.a roa corn;wre e�wR Deal.r+ e� ' 513 SANTUIT RD. EXISTING COVER A PORCI-I. RUI ^ xCµ°ewe arrdw � r nm M mjA Ra n 6.ee oe amn®eT tx e�eat ea mrtaue a ro aecEi TeeLE a veiurr emucnea u ela F?8 COTUIT, MA. i row&.crnmmoso m FOR THE um OF nffeE o"oU oma WH6"a Tc L :p ACT W of cou TwC� veavr ofaNrq+Um4 LOCK Wm1 LOGdL erioe�AtID ewaomr"aACJa.e. HEer maiavneeie na wr�e I, p l lyl pl 1 ( TIN ROOF PER MANUF, PAPER PER MANUF.: I -------- - 1/2". SHEATHING TYP. H2>5A TIES. u ,� DRIP EDGE ,rxI iil j' { GUTTER G,aL V2 CARR. BOLT 5 S ( �1 O.C. 1(III TIN ROOF;- ., PER MANUF 1X8 FACIA TYP:_6X6 PT POST i1 _ )i TYP.. ABU66 BASE MATCH EXISTING PAPER PER MAEXISTING. o ( (UPLIFT 2300) p p 2-1/4" VENT --- V2.I SHE HIND GRADE_ 1-3/8" BED MLDG. TYP. 1-12.5A TIES o p oll p(I' 3-2X 10's TYP. BC(o CAP °° DRIP EDGE a a ° (UPLIFT 1050) bla, , r 5'I GUTTERCL D Ike FACIA MATCH EXISTING p CI� p1ll .2--1/4" VENT OR EQUAL MATCH EXIST. MLDG. �1I11` I; 3-2X10's - I N +- TYP. SIMPSON MSTC28 e _j , Y STRAPS DOWN AND OVER Lu EAVE DETAIL8��✓ ; 1 p �0- ,� THE TOP OF BEAM,: HEADER °b•� u-� � , I I ~ r AND POST, (FOR CORNER/o : ill APPLICATION) ° x 1 . /,B I G FOOT EAV *� EAVE DETAILS (CORNER APPLICATION) ... BUILDER JOB ADDRESS. DESIGN . O DATE :' 'REVISION DRAWN BY C.E:. SCALE //p�//p�//////////p//p//p //p. pup �, //�J�J �/��j ///��/{/���//p ///�_ //�SEXTON RESIDENCE RENOVATE AND R�BU9ILD 8-2T-19 r ,JB E J$ Dc�519'ns 5�3 SANTUIT RD. EXISTING COVERED PORCH. ,r�r-mr err rr r r r r� . N PMCWA OR DFAOGN08 LEAVEe PURCMASM RFPPQtdW-E RJR COMPLWICE YAtH ALL -(U FJUCT BUY AIO _•_ COTUIT, MA. OI LOCAL ewD Ho COM A m ORDNAt CM UD De3rero MAY W BD RBBPON"LE M bT ee Ro sDRcam�r OF 41:C01CRE,E rOOT Nfie L All F ewu E%iBm Baca FFOeTL NE vEr:RY O6�4. DErERno®er LacAL eoa cormmwe A�ACCEPf•^•^ to vERIPr e/wlGtuR,AL FLEMErrre cOR DEarrd,.91ZE P.O,eox ye Z roR artE eormpio�e oR roR ne uee ov n✓E9E DRiUUNfB aR°iG ewe*w+e*aN. PRACTCEe a CCFe1R+CTlOrI vERIFT oemH uorw Lori EN6e�t. wrw LccnL o+mr�Ald7 e�m.ODlG'oaiuAL6 a®r dAAANr.Aelte rt t OJMd _(3pBJ 494-95.94 y 7- t 268'f \ \ I N 71'00'00" W _ IIIIIIII IIIIII � � IIII1iIIII cl� FND`E \ \\ CB FND p E S I G N 11111111 I111111 IIIII I1111 ` \ LA \ \ 1 I 111111 � 1 Illlilllllll111111 \ \ w \ \ \. \ _ \ ENGINEERING I1 11 1 1 1 1 I I I I I I I I I I I I I I I 1 1 11 \ \ \ \ \ \ I LOT 15 & SURVEYING IIIIIIII IIIIIIII111111 � 11 � \ \\ \ \ \\ \ \ \. I "' II I I I I IJ 1 III III I I I III I III I \ \ \ \ \ \ Io I 24,500 SF IIIII I 111 1 1 1 1 1 I I I I III \ \ \ \ \ \ \ \ 1 I I UPLAND www.bssdesign.com I I I \ \ BSS Design, Incorporated I I I I 1 I I w Ix I I I I I I I I I I I I I I 1 \ \ \ \ \ \ . \ I 1 I 164 Katharine lee Bates Rd Y \ I I w i �1II 1II I I1II I 1II I II I 1I iII 1w1 l I 1 I ►�IQ I II(I I IIII IIII II 1I I _ � Falm outh outh Massachuse tts 02540 Z 506.540.8805 FAX 508.546.8313Wa p A1loZ GARAGE r 0N11IS111l \ GRAVEL DRIVE nSHOESTRING 1111001 \ 1I BAY 100 IIIIIIIIIII II► IIII III III III IIIII \\ \\ \ \\ \ \ \ SEPTIC TANK ID—BO � W Lo (n 11 IIIII 111111111 111 1 \ \ \ \ \ \ \ \ \ DECK4 \ a EXISTING' H' OUSE PROPOSED\ # /I /O � mO0QPORCH � FLOOR ELEVATION Q 43.9, ADD177ON O n (n LEACH � (n 1 I ( 11 \ \ INI \ \ \ \ ;� 0 Q IIIII I 1 \ \ o \ \ \ \ \ \ 1 \ / PIT � 1 I O 1 \ \ \ o II 1 z I1 I III 1 1111 \\ \ \ \ \ \ \ \ \ 1 \ �;� i � � �— � Q LL I I I 1 11 I oI1 11 1 1 \ \\ \\ 1 \ \\ \ \ \ \ \ \ 1 1 1 I �, ,�¢ W = \ \ \ \ 1. \ I o• O � � Lv 10 I I. I I I I1 j 111111 \\ \ \ 1 \ 1 1 QF— Q o I I I I I I I1 11 � 111111\ \ 11 I I \ I 1 1 1 1 1 . Z M W Z \ 1 1 o: w I I 1 \ Q I 1 W 1 11 1 1 I \ _. � a 1 1 I I 1 I I II \ 1 \ \ ► IIIII ( I I I I I \ 1. \ \ 1 1 /` Q > I I I I I \ 111111111 I I 1 I 1 I 1 I \ \ 1 \ 1 \ \ N Z W I I I ► I 1 1 1 I I \ D � Z I I I I \ z Of Q (n i� o T Q M 1 1 \ w w. \ w 1 \ \ \ GENERATOR "/ Cj. 112 J LO NOTES: CB' FND( I I I 1 11 0 1 1 w \ \ \\ \\ \�� ToW/V 019 a" 1. LOCUS HOUSE IDENTIFICATION: 573 SANTUIT ROAD 121g' 1 1 I 1 \\ \\ \ems \�� \\ \\ _ q NsTgBC� 0 O ASSESSORS No. 007/007 1 \ 1 \ \\ �,�� \�\\� � \� J U LOT 15 ON PLAN BOOK 19 PAGE 143 F3 �N of Mqs N 61'00'00" 2. LOCUS IS WITHIN: s ZONING DISTRICT: RF o�� qc�G� CB FND �o scalle — 20' FLOOD ZONE: AE(EL 12) & X THOMAS m LEGEND c, � JACKSON BUNKER O date BUILDING CODE WIND EXPOSURE CATEGORY: B o w AQUIFER PROTECTION OVERLAY DISTRICT " No.a2s53 PROPERTY. LINE OCT 1, 2019 WIND—BORNE DEBRIS REGION �FGIST���o 3. LOCUS IS NOT WITHIN: — — — —20— — — —, EXISTING CONTOUR drawn EJP ZONE II OF A PUBLIC WATER SUPPLY TOP OF COASTAL BANK — TRIANGLES POINT checked ENDANGERED SPECIES HABITAT DOWNHILL HISTORIC DISTRICT \ 4 number 4. LOT COVERAGE BY STRUCTURES: EXISTING job STRUCTURES \num numbb • PROPOSED: 2,728 SF 11.1% 9140 5. ELEVATIONS ARE FROM ON-THE—GROUND SURVEY BASED ON x title GIS MAP DATUM. `, 0' 20' 40'' 60' 6. THE SEPTIC SYSTEM WAS DRAWN FROM INSTALLERS SKETCH PROPOSED t AND HAS NOT BEEN VERIFIED. STRUCTURES drawing number I P27-66 t ------------------------- ------- g x N --- -------------------------------- rr , , ; + ep „ r, rr „ ,I ,r rr �, �, rr rr „ rr,r ,r rr rr rr rr „ rr r, rr rr rr rr ,r „ rr t 2x8 PT TYP. HANGERS O- ___ • IL 2x6 PT __ s y a __ n , W I6" O.G. Q v pC� F—2x8'e* fro" O.C. ' u I -- --- --- -- - --- a=a — r , r , r , ` --- --- --- --- ------ --- --- -2x8 6-PT -- - --- - r r _ , r 4 3-2X8'e PT TYP. 12" IAM. CONC. FILLED TUBE ON 24"X24"X12"FTG, OR EQUAL. ROOF I 00E FRAMING PLAN FLOOR FRAMING FLAN 2xs RAFTERS* I&" O.G. 12 1/211 ROOF SHEATHING 2X6's+ PAPER PER MANUF, 8 4 - TIN RO F PER MANUF. i 12 v RIDGE VENT 2x12 RIDGE — — —-— — 2XI2 a .J. * O.C. = 12 2XIO RAFTERS* 16" O.G. `� 4.3 12 In" ROOF SHEATHING c..• o. 2x4'e* 16" O.C. R49 INSUL. 8 PAPER PER MANUF. xs T)G BRDS Ix3 STRAPPING TIN ROOF PER MANUF. 2xlo'a I/2" WALLBOARD x8 C.J. * O.C. ® IX6 TiG SRDS. PORCH KITCHEN 3-2XIO's pa DINING DECK CUSTOM PORCH X+ CO MN CUSTOM a CO MNS x DECKING x v(v••16 EXISTING EXISTING X DECKING 3-2X6'e 2X6's PT+16 O.C. THE UNFINISHED LIVING ILI CROSS SECTION (e) CROSS SECTION (A) BUILDER JOB ADDRESS DESIGN f DATE REVISION DRAWN BY PAGE SCALE SEXTON RESIDENCE RENOVATE AND REBUILD WMI J NOU U�—�ENW46,00M &-21-19 +► JB •-4-OF---5- v¢".r-O' J D�slgns T'1-TT;TT'1'TTT'T 5-73 SANTUIT RD. EXISTING COVERED PORCH, 1llI (U PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE PLI FOR COMANCE WITH ALL (2)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SMALL EXTEND BELOW FROSTLNE VERIFY DEPTH. i- LOCAL BUILDING CODES AND ORDINANCES,$DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN SIZE PO�x eCOB�494-W4 COTUIT MA, z FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. n�T eA ZABLB PIA 0.10" EXISTING DECK ABOVE EXISTING BASEMENT `-�19j __. €2_-?---... e :e_FeFa€?eFemFa_:_aFe_ Faaa3'x-_a'' x___z _ M 8 EXISTING ----------------'----___-------------- -------------- GARAGE EXISTING DECK ABOVE EXISTING PORCH AREA IO'—l6y" 0 0 0 o e o ® EXISTING BASEMENT PLAN D � _ 12'-0" 2 4n 12'O" id as LANDING BEDROOM (P BEDROOM LIVING a _ _ M -c- ' ' I/2"WALLBOARD a JIBATH g,-0` 2 'LINEN 4-44" R21 INSULATION cA UNFINISHED D 4 IX WOOD CAP Pp EXISTING / 3/4" SCOtIA I2'-10 " 9'-0" GARAGE / S"CONCRETE WALL /DAMP, PROOFING GSA 4 o c 1/2"WALLBOARD APPOVED, � -\ 2X4'e 0 16" O.G. / , a RI3 INSULATION •o • L v H - / D 4" POURED CONC, SLAB 5 EXISTING PORCH AREA 2X6 KEY P o a o o /10"X22" GONG. FTC. NEW PORCH AREA '4 ° D o p COMPACTED GRANULAR � D FOOTING FINISHED 5ASEMENT DETAILS PROPOSED �3�48�M�NT FLAN BUILDER JOB ADDRESS DESIGN _ // f� DATE REVISION DRAWN BY PAGE SCALE SEXTON RESIDENCE RENOVATE AND REBUILD �JONOMEDE61 ,CO 8-27-19 ,r JB •-j-0E-r-7 V4--r'-0" Jhe Deslgns 513 SANTUIT RD. EXISTING COVERED PORCH. w (1)PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2)EXACT SIZE AND REMFORCEMENT OF ALL CONCRETE FOOTINGS 9)ALL FOOTINGS SHALL EXTEND BROW FROSTLINE vERIFY DEPTH. (-- LOCAL BUILDING CODES AND ORDINANCES,UB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE Po,r 0",2s f 08O 494-95-34 COTUIT, MA, z FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, G69T 06,~TABLE MA,020" WINDOW 4 DOOR SCHEDULE 10 QT*r MANLIF. MODEL ROUGH OPENING NOTES A 4 TW2432 r-wG&oraL c 1 TLU28410 0 E I CIR24 TUJ2842 H 2 TWUP32 A31 iATA A21-3 K 4 CW135 2 LEFT 2 RIG�4T 3068 RH EXISTING L= EXISTING BEDROOM LIVING 02 1 2569 LH A114 03 S'xl' NOTE, VERIFY QTY, NAMUR AND BRAND BEFORE ORDERING, /\lC:TP EXISTING ---------- HALLWAY EXIST. 0 FOYER EXISTING EXISTING < ISEDIRCOM BEDROOM DOSTING, —EKIST[Nr. GAP-AGE E-I.TN N E-XISTING 0 1 N I:N:G: k"T ��:C IT 'E4 0 rAj ZS:D4 UN ------------------------ EXISTING FIRST FLOOR PLAN 14'442" t4 4'-2 Vi LANDING ----------------------- -- ---------------------------- --------- - NG LINE DINING DEN VAULTED LIVING MASTER VAULTED BEDROOM 6 6 24" x Z-?" 4-3" 24" ------------ 4 LAUNDRY MASTER 3,-a" &A—TH z -------- A-Al KITCWEN EXISTING ROOF —CEILING LINE ------------- 3--a 2'-lV2"1 VAULTED----- GARAGE WINDOW' -a ----- ------------------------ 30xm u I-Av. FOYER EXISTING WALLS AREA ------- SWOWER STORAGE 1�/ OM i . ni --------------------------- L -------------4--3--e!;4"- 1". or o.c, EW 0 ::7_� G jYP.RALIN -------0 NEW WALLS 0 EREP POR CUSTOM COLUMNS PROPOSED FIRST FLOOR PLAN 10'-3%" cJ'-I0k2" 12'-0" 201-01, EUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SEXTON RESIDENCE RENOVATE AND REOUILD 8-21-19 * I JB --2—OF_-!-2- .65 Des Igns 5-13 SANTUIT RD. EXISTING COVERED PORCH. q III PMC14AIIE Or,DRAWINGS LEAVES --ONS-E FOR—LI—r W-ALL EXACT S1.AND RmwoRcEmEw or ALL CONCRETE FOOTINGS (3)ALL FOO-MNGS S"LL EXTEND BELOW MOSTLN.VERIFY DEPTR, I-- LOCAL BUILDING CODES AND ORDINANCES,J5 DESIGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERmNEo By LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE COTUIT, MA, 0 FOR SITE CONDITIONS OR FOR THE USE OF TWE8E DRAWINGS DURING CONSTRUCTION, PRACTICES Or CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER� WITW LOCAL ENGINEER AND BUILDING OFRCIALS� z