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0351 POPONESSETT ROAD
t14 Town of Barnstable Building w6vrne Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept + t63¢ 165 Posted Until Final Inspection Has Been Made._ I Permit � �nxt° Where a Certificate of Occupancy is Required,such.Building shall Not be Occupied until a Final Inspection has been made. i Permit No. B-19-746 Applicant Name: Henry Cassidy Approvals Date Issued: 03/11/2019 Current Use: Structure Permit Type: Building- Insulation- Residential Expiration Date: 09/11/2019 Foundation: p 'Location: 351 POPONESSETT ROAD COTUIT Ma /Lot: 019-116 Zoning District: RF Sheathing:, Owner on Record: SOARES,GEORGE R& BERTINA Contractor Name HENRY E CASSIDY Framing: 1 Address: 354 POPONESSETT ROAD Contractor License: CS-100988 2 COTUIT, MA 02635 Est:Project Cost: $ 2,500.00 Chimney: Description: Insulation/Weatherization Permit Fee: $85.00 Insulation: Project Review Req: fee Paid: $85.00 y Date: 3/11/2019 Final: 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 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. 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. --� �� 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 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). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ------- T Town of Barnstable_ _ Building t reaa�srn�L& s Post This Card So That it is Visible From.the Street-Approved Plans Must be Retained Job and this Card Must be Kept . Posted Until final Inspection Has Been Made. ! Permit i ° Where a'Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-4140 Applicant Name: Henry Cassidy Approvals Date Issued: 12/20/2018 Current Use: Structure Permit Type: Building- Insulation- Residential Expiration Date: 06/20/2019 Foundation: Location: 351 POPONESSETT ROAD,COTUIT Map/Lot: 019-116 __ Zoning District: RF Sheathing: Owner on Record: SOARES,GEORGE R& BERTINA Contractor Name: HENRY E CASSIDY Framing: 1 Address: 354 POPONESSETT ROAD Contractor License: CS-100988 2 COTUIT, MA 02635 `4 Est. Project Cost: $4,700.00 Chimney: Description: crawlspace 650 sq ft R21 spray foam, 10ml poly to 850 sq ft over Permit Fee: $85.00 p g Insulation: open round . r Fee-Paid: $85.00 P P Date: ;' 12/20/2018 Project Review Req: Final: ( Plumbing/Gas E Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz;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. Final Gas: All construction,alterations and changes of use of any building and str'ucturess hall'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 openfor public inspection for the entire duration of the Electrical work until the completion of the same. qq Service: 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: Rough: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Adtek Software Co �lGeor e Soars - 9 105 S Main St-Toluca, III 61369 351`Poponessett-rd- 815-45272345-sales@adteksoft.com ; . (otuit, Ma-02635 Sales Consultant: f 774/457/9352 Job#: Soars Date: 06/12/2018 + ' System 1, (Average Load Procedure). a Design Conditions. y Location: East Falmouth Otis Angb, Massachusetts Elevation: 132 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor_ Dry-Bulb Latitude: 410 N'- Design_ Grains: 39 Summer: 90 70 Heated Area 1634 Sq.Ft. Winter: 5 t 70 Cooled Area 1634 Sq.Ft. :Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent o ' . . Area Loss Gain Gain . Walls 1620 5800. ' .1812 0 o Windows 226 6782 9376 Doors,= 21 532 254 0 ' Ceiiings 1634 3399 2353 0 NO .r� Skylights - 0 0 0 . 0 rn Floors 1634 ; 4085 1258 0- Room Internal Loads 0 460 400 y� Blower Load 0 0 Hot Water Piping Load 0 0 0 �, ! Winter Humidification Load - 0 0 0 Infiltration 17937• 2516 3033 _w mw Approved ACCA Ventilation 7150 2200 4 2652 MJ8 Calculations Duct Loss/Gain EHLF=O ESGF=O 0 0 0 AED Excursion n/a 0 n/a Subtotal 45685 20229 6085 Total Heating 45685 • -Btuh " Total Cooling 26314 Btuh 90 Linear ft.of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use,weather data, and inputted values such as'R-Values,window types, duct loss,etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 7.0.1 Page 1 Adtek Software Co George Soars 105 S Main St-Toluca, III 613W,. 351 Poponessett rd 815-452-2345-sales@adteksoft.com ' Cotuit, Ma 02635 Sales Consultant: `- 774/45719352, Job#: Soars ` Date: 06/12/2018 t' e System 1 AED Curve DAL .— 1.3 = 1.5 16000 - 14000 12000 10000 8000 1 6000 4000 2000 fi .i 8 9 10 11 12. 'V13 14' 15' ` 16, 1T' 18 . 19EF ' 20 .. Hour . AED Excursion- 0 btuh 4 AED Status: System has Adequate Exposure Diversity. AED Flag: No AED.Flag. •. > • . , Sys ., ,. - .'.. ,. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek Accul-oad Report Version 7.0.1 ;Page 2 ' •, Adtek Software CO "' George Soars - 105 S Main St-Toluca, III 61369.� 351 Poponessett rd 815-452-2345 -sales@adteksoft.com Cotuit, Ma 02635 Sales Consultant: 774/457/9352 Job#: Soars `.. Date: 06/12/2018 ' System I Breakdown . Item Name U-Value /SHGC Net Area Htg"HTM. Cig, HTM Sens. Htg. Sens. Clg. Lat. Clg. Total Clg. Construction Type ...-- System I a 0. 01 0 >0 Whole House 0 •460. 400 860 Ceiling t 0-b32 1634 2.08 "1.44 3399 ' 2353 "0 `2353- Ceiling under FHA Vented Attic or Attid.Knee Wall, With Radiant BarrierlAsphalt ShingleslDark,'.R HeavyTBold ColorlR°30 insulation Floor 0.049 1634 3.185 _ 4085 - ° 1258 . 0 - ,' 1258 Floor Over Enclosed Unconditioned Crawl Space or BasementlNo Insulation on,Exposed Walls, _ .__.__._. ._.-.-._._.__._._._..._.... or Vented SpacelPassivelNAIR-19 blanketlAny Floor CoveringlNAI,NA_.__ _._�_'__..__._______._�__..__... East Wall 0.065 406 4.225 . 1.32 , ?"-'1715 . •536" 0 536 Frame Wall/PartitionINAINAIWo6dlR-21INoneINAlSiding or Stucc61NA Window-2x4 r0.49/0.67 8 31.85 ' 73 , '255 "" 584 0 584 OperablelNor'mal WindowlClearl2 Panellnsulated Fiberglass _._.._... _......__._._._._.::_ . ----- -- ----.._....__.....� —---- Window-2x4 0.49/0.67` 8 31.85; 73 255. 584 0' ' 584 OperablelNormal WindowlClear12 Panellnsulated Fiberglass , Window-2x4 0.49/0.67 8 31.85 73 255 ;' 584 0 584 Opera blel Normal,.WindowjClearj2 Panellnsulated Fiberglass ..........._. ....__.�__...._._____.._.:...-_..........._......__...._-......._......__`.....:....................._. ..._....___.'_-.--....... _....... _ .:.:.._ __ ........_..._ _ _ __ .......... North Wall P ..t 0.065. 303 F' 4.225 1.32 .� 1280 p. 400 ''' '-` 0 400 Frame Wall/PartitiohINAINAIWoodIR-21INoneINAISiding or'StuccolNA• - Door-3x7 ------ - --0.39, 21 25:35 12.1 -,�-532 254 0 254 WoodlSolid CorelNo Storm _.._.._._.__..T_.._._.......�._.__......_== --...=............................_.............._......_....................... .�.. _ ... ....--.._.._.....— Window-2x4 - 0.49/0.67 8 31.8 22.75 r 255 182 0 182 OperablelNormalWindowlClearl2 Panelln'sulated1Fiberg1assc: Y Window-2x4 0.49/0.67 8 F 3185� 22:75 255 .. 182 0 182 - ' rOpera blel Normal.WindowlClearl2 Panellnsulated Fiberglass x , Window-2x4 0.49/0.67 8 >31.85 22.75 255 182 0 182 Adtek AccuLoad Report Version 7.0.1 =` 4 Page 3 Adtek Software CO George Soars 105 S Main St-Toluca, III 61369 ~ 361 Poporiessett rd 815 452-2345 -sales@adteksoft.com :Cotuit,;Ma 02635 , Sales Consultant: - 774/457/9352 Job#: Soars Date: 06/12/2018 OperablelNormal WindowlClearJ2 Panellnsulated fiberglass ......._.._...................._............................... ................................_.............................._..__........... ... ... .._ ..._... _.. .._..._ Window-2x4 0.49/0.67 , 8 y 31.85 "-22.75,,,.. 255 ,182 r 0 182• OperablelNormal WindowiCleari2 Panel Insulated�Fiberglass A Window-2x4 0.49/0 67 8 31.85 ` 22 75' ; , =255 ; 182 0 182 OperablelNormal WindowiCleari2 Paneilnsulated Fiberglass r ---........... __....._...................._..._...__..__._...._..._..............:........_.._...__...=:_.............-........._....-...................._.....:.._..................................................................................._................::........:...:......................................................................................- .. .. . .. ..... •. Window-2x4 0.49/0.67 ,••8 31.85. 22.75, 255, 182 0 182 OperablelNormal WindowlClearl2 Panelln'sulated Fiberglass —........_...._........._.................................................................................__....__..:.__........................_.. ._...._......................................*..................'.._......._...................................................................:......:.....:....................-..............:.........._...............-:........._..:..................................._.—..__..._..............::._..._+:_..........----— Window-2x4 0.49/0.67 8 31.85, 22.75 _,. 255 182 0 OperablelNormal WindowiCleari2 Paneilnsulated Fiberglass +„ —�_.............._ _..............................................._....._.._....-._.............._............._..........._......................_.__...._... ............................................................._................11.......................:............................_�... ......-._..........................................................:.:..................::..................:......:.........:...,...._........_...-....:.. ...............-..- West Wall -.,0.065 382• 4.225 1.32 , 16.14 ;. 504 r 0 504 -Frame Wall/PartitionINAINAIWood!R-21INonelNAlSiding orStuccolNA r ......................-.................-........ .............................'... "`....-................... ......... '. ..... .... ....... Window-2x4 0.49/0.67 ', 8 31.85 73 �-, 255 `� 584 Y • 0 � 584 . OperablelNormal WindowlClearJ2 Panellnsulated fiberglass , ' ...._._.....-_._ . ..................._........................_......._.......................-_......................................_..._........_. ..........................................................._-.................................................................................. .........................:......................... ........................._... Window-2x4 0.49/0.67 8- 31.85 73 255', 584 0 584_ , OperablelNormal WindowIClearl2•Panellnsulated Fiberglass "Y _______....__..._...._.................. _.....--..---.._..._..-_._...........---..-................... ......_.:._......._.._......_...........................----....................._...._...............................................:.............................................._:__.._:._...................._........:............-.._..................................................._...._......._._.............._..........._._.._..............._...____._._..: Window-2x4 0.49/0.67 8 --31.85� �` 73 , 255 584, 0 584 OperablelNormal WindowiClearlZPanelInsulated Fiberglass, „ ..__...__._...._..........._..............-.......__..........._....-- -._..................._....._._-........:............................................................................................._....................................................:........................_.._........_......................:......:..._.....:....-........................................::......._.._.._..._................................._............_......................._ _ a Window-2x4 0.49/0.67 . 8' 31.85 73 255 584 0. 584 OperablelNormal WindowlClearJ2 Panell�nsulated Fiberglass' .............:...........................:................................................................................................................._._.................................._......_._..................._........ Window-2x4 0.49/0.67 8 31.85 73. 255 ' •°-'584 0 58.4 . OperablelNormal WindowlClearlP ed:Fiberglass " ...........-...................................__..._..._............................_......-..................................................................................................................................................... ............... .........................-................ .... ................................. .............................................. . .... .................................... .:._...................... :....... .......... .... ............... .....-- Window-2x4 0.49/0.67 8 31.85 73 255 <. 584 0 -- 584 j- .; -Ope'rablelNormal WindowlClearJ2 Panel Insulated`Fiberglass ; _..._.._..__ ....._.._...............................-..-..--.............-_....._............................._...-......................................._.................................................................................................._.............................................._...............................................................................................................:...................._.........................:_...................--.-_.._................. South Wall 0.065 282 4.225 1.32 :1191- 372 0 372 Frame Wall/PartitionINAiNAiWoodIR-21 lNonelNAlSiding,or StuccolNA a _...._......................_.....__—_... ..............._...._..------...._.._.._.-...--......_.........-...................__-':..._................e.....__.....................,................._.........':..........................................................................................................-._.....,......._....................._......._._...........:...._.......8.,.......:.....'........-._..-............_.-.._....._........:_.__........__.._.�.—. Window-2x4 -0.49/0.67,., - 8 31.85, 37.38, -255 299 0 . 299 . . OpeiablolNormal WindowlClearJ2 Panel Insulated Fiberglass , ..—.._.....--_._._..__-.__..................._.-._...-. _ _...... .._.: _.__..__._....................._--._._.....-..........................__.._..-......._..,..._............:_:........_...—-....:__.._.._ ....._.:_ _----------... Wn2x4 0.49/0.67 8 31.85 .37.38 a 255 , .299 0299 Adtek Accul-oad Report Version 7.0.1} Pa de 4 Adtek Software CO George Soarrs 105 S Main St-Toluca, III 61369 `r 351 Poponessett rd 816-452-2346 -sales@adteksoft.com , Cotuit, Ma 02635 Sales Consultant: " 774145719352 - Job#: Soars Date: 06/12/2018 OperablelNormal Wind6wlClearl2 Panel l,nsulated'Fiberglass — ---___........................_..-------..........-.....-._............................................_._......:........._:._.._....:...._.....................:.........:..............:...............................................:...............................:..:...................................................................._._....._........._._................_,_........---= ...:..._...._........._...._.._._.........__.-....._. Window-2x4 0.49/0.67 8 31.85 37.38 255 299 ` -0 299 ' OperablelNormal WindowlClearJ2 Panellnsulated Fiberglass .. .. .................................................................... .........._................:.:..........................r............::........................._.................................................................................................. . -Window-2x4 0.49/0.67 8 31.85 37.38.; 255 299 0 299 OperablelNormal WindowlClearl2 PanelInsulated Fiberglass ' ----......................_..._.........:.._.._.._..._......................................................................................................................................................._........................................._....................................................................................._.........._......................................_.._..............................---.....-__._._....................:............._......................:.........-............_ Wndow-2x4 0.49/0.67-x, 8 31.85 37.38 . 255 299 0 299,- ' OperablelNormal WindowlClearl2;Panel Insulated Fiberglass ............................................................................_........._._.........._...-.....-..................__.......:_.................--..-....-............................_...._................................_......_....................................................................................................:......................................................................................_.__.......;...._......_...........__._........._......._ Window-2x4 0.49/0.67 8 31.85 37.38 255 299 ' 0 299 OperablelNormal WindowlClearl2 Panellnsulated Fiberglass , ................_........_.........-......................._............................................... . .......................... ..-...................._.....:......................................._................................._._....................:......:.....................__............................-_._....-- ---� Vllindow-2x4 0.49/0.67 **"'**''8 ' 31.85 3738 255 299 0 299 OperablelNormal WindowlCle6r12 Panelinsulated Fiberglass ._...._........-......................................................................_....._...................._....._..... _.......:........::_..._.-._............._......._....:_.:.._...................._..................................:......::...................:............ ........_........._............_......................................:........................................:.............................................-.............._........._....._._...............�_.__ Window-6x7 0.48/0.39 42 -.21.84 . . 17.93 917 .753 0 753 French DoorlFrench DoorlClearl2 Panellnsulated Fiberglass Adtek Accul-oad Report Version 7.0.1 Page 5 Adtek Software CO George Soars: 105 S Main St-Toluca, III 61369 351 Poponessett rd 816-452-2345 -sales@adteksoft.com Cotuit, Ma 02636 Sales Consultant: a ' 774/457/9352 Job#: Soars ' Date: 06/12/2018 _ r{ System I CFM Duct sizes and velocities based on settings selected, in'#he{setup screen'' *Duct sizes calculated using this CFM: Winter ' Summer ' Winter Summer Return r supplyy ,Calculated Calculated System System Item Name Velocity RA Duct Size' Velocity SA Duct Size . CFM CFM CFM CFM .._......_.....__.........._..._.................................._.......-_..........---............._........._.....---__...................................................................................:................................:...:......:..........................................................................:.............................................:..................................................................................._......................................_... ................__._... _...__ System 1 515 14 x 8 f,t 600 , 12 x 8 •.,831 1839 400' `400 .............. _..........................._............................................................................................................................................. .. :.........°_.................:.:...................................................................._._........._................................:_... ._...................................----......_...........................-.......--.......... - Whole House 412 4-7" Runs 561 4-6 Runs r; 831 1839 400 *400 .. Y • ' • ♦, Adtek Accul-oad Report Version 7.0.1 Page 6 ,.. - • ., �5 J � D >d n�S•� Sri` ��� .. ., r Y ; ' Y Cpv� 1.0` Sao w =Y Ao o2% f Ton or J'i n•_� �. HEATLOK ,l Company Name Cape Cod Insulation Phone Number 508-775-1214 Applicator Name A¢ D Installation Date 6-2-208 Jobsite Address 351 Poponesset Rd. Cotiut:Ma ;' A-Side Lot #'s PA8600177 Permit Number B-Side Lot #'s P3397605718 Location of Insulation 'Thickness Total R-Value Approximate Sq. Ft. Walls 31' R-20 830 Attic Sloped Ceiling 5" R-35 350 Basement Rim Joist 3" R-20 200 Intumescent Coating Used , Location Thickness Cov6rage Rate Blaze Lok Thermal Barrier Basement Rim Joist 14 Mils Wet i www.Demilec.com C8 DEMILEC BUILDING OFPT JUN 0 5 2010 TOWN OF IBA.RNSS-I'ABi.L Town of Barnstable Building . ' z;' `°� E,�`�:aa �•. �' ^» °w a�'fi.; .. �5-•, :,"�s'�' +rr ,;,�,r mr� �, ., �* ':7� ,s•.�,s-� .�-.�`s � � "�{W ._.., - ... Post This Gard So..That rt„rs,�/isible From,the Street;-P► ' roved PlansMust be;Retamed on:Jobandahis:CardMustA#be Ke t. Permit M" PostedUntlFinal 1`nspection HaS BeenMade . . y ;t �., .sr a63SF � s� �...�"t. s Where a Certificate of.Occu anc , is R,e wired 'such::Build�n xs all Not be Occu �e'tl'until a,:Final lns ection:.has'b" "n_ 4 a"' 1 er it Permit No. B-18-1507 Applicant Name: Rodney N Tavano Approvals Date Issued: 05/17/2018 - Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 11/17/2018 Foundation: Location: 351 POPONESSETT ROAD,COTUIT Map/Lot 019-116 Zoning District: RF Sheathing: y Owner on Record: SOARES,GEORGE R&BERTINAContractor Narne Rodney N Tavano Framing: 1 Address: 354 POPONESSETT ROADS Contractor License `34:49 � 2 COTUIT, MA 02635Esto ect Cost: $ 10,000.00 X. Pr 1.. Chimney: Description: Installing a New 70,000BTU 3 Ton Forced Hot AiriHeati ig and Permit Fe: $85.00 Cooling Systems that runs as 2 Zones. Insulation: Fee Paid:_"" $85.00 �= Final: Project Review Req: % ¢� Date 5/17/2018 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed,by this permit is commenced within sIX onths after issuance. All work authorized by this permit shall conform to the approved application and t e approved construction documents for wFuch this permit has been granted. Rough Gas: .; All construction,alterations and changes of use of any building and structures shall be incompliance 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 pub1ic-1-s-'io for the entire duration of the Final Gas: work until the completion of the same. ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures�by the Burldmg a d�Fire Officials are provided�on this.permit. Minimum of Five Call Inspections Required for All Construction Work: a Service: 1.Foundation or Footing b� Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Post.Th�s Card So That�t-�s:Uisibl@.FromtheStreet ApprovedPlansMust=be Retained on,Job antlnth�s Gartl,Must be Kept r � Mlt2.'3'C'AB3.6, a" 7'� +m' f, '� K - ��� .: v s � yr�� �� u.� _; 3'✓i:, a Y n=�,-; �€ � .� .a. r� � 6' Posted UntilgFinal InspectionaHasBeen Made , , N, . . : � � "r . � Permit ffheresa Certificate of Occupancy is Required,such�euildmg�shall Not be Occupied wnt�l a'F�nal Inspection has.been made Permit NO. B-18-1507 Applicant Name: Rodney N Tavano Approvals Date Issued: 05/17/2018 Current Use: Structure f Permit Type: Building-Sheet Metal-Residential Expiration Dater 11/17/2018 Foundation: Location: 351 POPONESSETT ROAD,COTUIT Map/Lot 019-116 Zoning District: RF Sheathing: Owner on Record:' SOARES,GEORGE R&BERTINA Contractor Name ,. Rodney N Tavano Framing: 1 Address: 354 POPONESSETT ROAD ContractorL�icense 3449 2 COTUIT, MA 02635 R a Est Project Cost: $ 10,000.00 Chimney: � � , Description: Installing a New 70,000BTU 3 Ton Forced Hot Air Heating and PeOnIt4Fee: $85.00 Cooling Systems that runs as 2 Zones. 1 Insulation: Fee Paitl $85.00 Project Review Req: F t Date 5/17/2018 Final wm ,.. Plumbing/Gas �� g Rough Plumbing: s _ •• •• ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the m work authorized by this permit is commenced within six onths after�issuance. All work authorized by this permit shall conform to the approved application and�the`approved construction documents for wh"W.this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and struuctur6s 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 on road and shall be maintained open for public mspectiion for the entire duration of the Final Gas: work until the completion of the same. ti � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Budding and Fire Officials areprovided on this'permit. Minimum of Five Call Inspections Required for All Construction Work �s ` Service: 1.Foundation or Footing ° 2.Sheathing Inspection ection _ �` Rough: t. 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). Building plans are to be available on site Fire Department s All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: r Commonwealth of Massachusetts ,.- Sheet Metal.Permit Date: Permit#/4:z_ / f <. Estimated Job Cost: $ m US " Permit Fee: $ Plans Submitted: YES NO MAY 1 5,2018 Plans Reviewed: YES NO _ T 'A,onf� Business License# 34T40 t1'�N OF BAR ,,, ELicense# 235 Business Information: Property Owner./Job Location Information., Name: Tavano:Mechanical System' Name:. ( g�j Street: 270 Communication Way-'Unit 1 B Street: City/Town: Hyannis, MA 02601' _ City/Town:.-' C� u,i't► � �2'� 3+5 'Telephone: 508-932-5416 Telephone: r] Q �1 3 Photo I.D. required/Copy of Photo`I:D. attached: YES X NO , "Staffff J-1 / unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and'commercial up to 10,000 sq.'ft. /2-stories or less Y . Residential: 1-2 family L -Multi-family. w Condo/.Townhouses f Other Commercial: Office =` Retail'.. Industrial Educational Institutional Otler . Square Footage:, under 10,000 sq. ft. ' over 10,000 sq. ft.R: Number of Stories: r Sheet metal work to be completed: New Work: Renovation; ' HVAC X Metal Watershed Roofing Kitchen Exhaust.System `Metal-Chimney/Vents Air Balancing Provide detailed description of work to be.done: F �5 74414 r '�• INSURANCE COVERAGE: I have a current liability Insurance policy or Its equivalent which meets the requirements of.M.G.L.Ch.112 Yes® No❑ .. r If you have checked XM Indicate the type of coverage by checking the appropriate box belovu: f ' A liability insurance policy ® - Other type of Indemnity Q } Bond ❑ , OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter'112 of the Massachusetts General Laws,and that my signature on this permit application ay► ives this requirement ; r Check One Only �._,_ .. ✓� Owner,'0 . Agent Q Signature of Owner or Owner's Agent x• ' - By checking this boxQ,1 hereby cedit that all of the details and Information I have submitted(or entered)regardi 'this application are true and accurate to the beat of my knowledge and that all sheet metal work and installations performed under the permit ued for this application will be In compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Duct inspection requited prior to insulation Installation:YES NO t ' Progress Insneetiions .Date Comments q X , Final Inspection Date t Type of License: s TMe ❑Master-Restricted. t City/Town , QJourneyperson = �� 'Signature of Licensee Permit ✓ f i,Sp�. G z # QJoumeyperson-Resmrted License Number f Fee check at wuwb,mase.ag dQ1 x ^� Signature of Permit AppFoval , IME- • ,Town of Barnstable y Re ulator'V Services Y g Richard V.Scali,Director taMA��1� Building Division. t.. .Tom Nerry,luilding Commissioner 200 Main Street,Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 „ r Fax: 508-790'6230 - " Property Owner,Must . Complete and,Sign This Section . If Using A Builder 1 � � ; as Owner of the subject property, TAVANO MECHANICAL SYSTEMS hereby authorize to act on my behalf, in all-matters relative to work•iuthorized'by this building permit application for: ti (Address of Job) **Pool fences and alarms are'the responsibility of the applicant. Pools are not to be filled"or.utilized before fence is installed°and all final" ' inspections are performed and'accepted." Signature OY Owner Signature of Applicant .• Print INUne Print.NameJ Date J '� x - °.. � f, � ` s � Jj'' .,tom}` ' � �. ""� *.•te fi t+,»• rt(t• � .a .+ I 600 Waddq&=Shwd. ''@Porkers' Gaffip InsmrasCe Affidavit nslPom1bers` AnoI�armafn `Pleased ` Nye � . r� l Are}eau an emplaye cicfirea}r.ragriatebo= ° .Type of pzaject{rcgofred} ,3,_ I.,M I am a eaplayer h L s I effi a geu al ac6oa aad I 6.' ❑New ao ,i emplageeg{feltat�lorpad-ti p. bwmhimd9w 2.0I am a sole propo�orpubmr SM d an:the aftwhed s� °7`. D Re�ocleEsag �• x slip and]save no employees Demolition waddug for=ainanycapa�y Rmna3sdhavewars' i Y _ 3 ; 9. 0 Bader ad�saa.t Ior 3.[] E a : r dong ag to� a�:ts have amcised dec iLaa [] stionm MYsdf LNO madmEe Comp. f, lT.p i f R N» requjwQ i `a 152;§1(46 andwe hwe� , eargsloyam[No wa�loe&z 13 O tamer ' camp- -1 • {yaFpB�atclhe�s�Clmestelsnffioo�9ee9aneaabetow5ea ' PaTu9m- t tomsabb=tdaiszMdar* SUCB =l�o�oas8�tcberl�t7�sbo�z�sts6mci�saadd8iamalsl�sha�ng8�enameof@ie�►- •aadstrteacmrtt'�n�eer��es2�- , : _ .. , em�cyees�7€ I�a�Sa�,t&e.Taa�F�ide�'ss�ke�'�F�3�� ' I arrt an mnplqsr tliatisproaffing imrlws'cuuWarseen&mr aace for lay amrkw% Sebw is I ilgFuNq aid job site . T igftrxza6a. Paficy or Self-inL I C I .df 9s s r-^I' � i b 5 i PODa1 .per 7 :r t.()tlA,� , ljk, k a26�s Aftacli a vW of the workers'oo;Fe=dip rtpolkydecbraf=pap(shomdug tb policy,fiber amd'espaation date). Fa me to secow coverage as requiseduudes Sect �25A of 'M cat lead to the i�ositiQa cf r!dM oal pwz%9 of a :. . foe up to$UOD 0@ andl'orme-pear es wA as civil perms is&e fa=of a SMP WORl£fIHDIItand a fine.` T ofup to WO!�a clap a ttse violainr. Be advised a copy of tlsis s maybe awarded to the omm of . ;F hMdGIwMGfffieMUMrhxMMwCOVt= Vedfi, 7fl d, y z •' P�,hsase s60 �L , - Oty w Taw 7 P CEBSE Y f Y r r k: • 6.0&er ,4• , Client#:762395 6 2TAVANOME DATE(MWDDIYYYY) ' ACORD. CERTIFICATE OF LIABILITY INSURANCE 8/2112017 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 Dollcv(les)must be endorsed.if SUBROGATION IS WAIVED,subject to the.temis.and_conditions,of thapoilcy,.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 Dowling&O'Neil Dowling&O'Neil Insurance Agency Ar"C r� EXt,508 775.1620 Arc No: 5087781218 973 lyannough Road Eruct ADDRESS: col dolns.com P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC S Hyannis,MA 02601 INSURER A:Sal*IRsurancsCcmpany : 3904 INSURED ' INSURER B:Assodatsd Employers Insurance Company 11104 Tavano Mechanical Systems LLC INSURER C 270 Communications Way,Unit-1`-B INSURER D Hyannis,MA 02601 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 CONTRACTOR 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. �TR TYPE OF INSURANCE AA SD wvn UBR POLICY NUMBER IdO� POI _P Liair A GENERAL LIABILITY SMA0024003 0811412017 08/14/201 -EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY pREMES EaEI ens $500 OOO CLAIMS MADE a OCCUR ' MED EXP(Arty oneperson) $10 000 X PD 0e4:250 PERSONAL&ADV INJURY $1 000 000 GENE RALAGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG s2,000 OOO POLICY E O- El LOC $ 1,COMBINED SINGLE LIMIT Es accident ANY AUTO BODILY1NJURY(Fer person) $ ALL OW NED SCHEDULED ; BODILY INJURY(Per accident) $ UTO HIRED AUTOS NON-OWNEDPROPERTY AMAGE $ AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ ' EXCESS LIAS CLAIMS•MADE AGGREGATE $ DED RETENTION$ " $ S YYORItFJiS COMPENSATION WCC50050149582017A 8/1412047 08114/201 X WC'SNMri OTH- ,. AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNERIE)(ECUTIVE Y I N a p .! E.L.EACH ACCIDENT $500 000 OFFICE MEMBER EXCLUDED? ® 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 s500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more apace is required) Insurance coverage is limited to the.terms,conditions,exclusions,other limitations and endorsements. , Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions.- CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 r f " AUTHORIZED REPRESENTATIVE , ®1988.2010 ACORD CORPORATION,All rights,reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S196780/101196737 _ . CBD • AVANO Heating & Cooling RODNEY TAVANO Z70 Communiea8on Way Unit 1-B Hyannis MA,02668 • r µre y 4 `a� � x.r V D VE12'S"LICE 49, • r ' b`ODOtN1tmV01 • , �@�q7 s n ��NI�SETTSµ • .�,�r'M'4�4 .+ aft.�,� rei*�" B�'14471�r- `k,x"�'a*,xi�Y` _:� � �. ^�> ��,ISSUES tFiE�fOlL01AlING E.�CEN$1;���-�� # •f - �� �-} `� �IIASTER I�NRESTRICTED°' �" Wt � • � � x �.,- 35r� �u� "•'try §F �+`� ���J" • *n RQDNEY N7. TAV TAW NO MECHANICAL'S1fSTENIS} X270 OMAFNICATION 1 UNIT`1....... fi7 <l f Y 1'IYANNIS, A 026az 01 1883 s,.,�'��4 `��t���.,� S�HEE'�(��1��1110RKE��� ��� � �'- •. - 4, ISSUES,TF�E COL LOWINtr�.1G1�SE " ,7�p 1 BUSiNESSfi " R041NY N TA1lAk�tQ /` , TA#A'NLO MfH lCAL�SYSt�M r 201 C t AS'I'kQAIL r i f �WESTARNSTABl , Al66'8 S ti y, g° k r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q_ ` Map Parcel Application Health Division Date Issued Conservation Division AA/ Application F ` Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board / Historic - OKH Preservation/ Hyannis Project Street Address `l cp 0�'QyvGS�(?,:n- Village Owner 61 C.0 ft-(� fi UTPJA SVULCS Address SS-1 e(pwas �W- Telephone '� 4 Permit Request Ll! ►+dL_e_ y�C,Ci I L) 7'�dit -aV d y�i11 U)i 6 1 sP,,j 5, ��,61IBC Ney 6/�&Le °igm ►nAi Rea L�:)bhhJa,d� QAJ VI UJ yA Ub (� d VU at, 9' CP-J)VL Vq"Y dP' , N ai PdYLW dru AiP pi- ti� l/T 1 A lam. a 6J cw I�U S �'Ci aAJ�+ K_e_, Square feet: 1st floor: existing I[proposed i 60�' 2n Total new t,— s Zoning District ��" Flood Plain Groundwater Overlay �1 Project Valuation`s -!50 10 Construction Type_ Lot Size 2.31 6 0 SF Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family L§/' Two Family ❑ Multi-Family (# units) Age of Existing Structure I S4 Historic House: ❑Yes eNo On Old King's Highway: ❑Yes ❑ No Basement Type: ®'Full Cg Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 0 E13WMWp1,i ed Area (sq.ft) 1, 60f7F Number of Baths: Full: existing i new Half: existing 0 new o Number of Bedrooms: 2S existing b new JAIL o 9 21,18 Total Room Count (no�G�as g baths): existing S-T 0 0r �P'iNSA oor Room Count- .S Heat T e and Fuel: ❑ it Type / O ❑ Electric ❑ Other Central Air: 2 Yes ❑ No Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes ®'No Detached garage: ❑ existin n' size_Pool: ❑ existing ❑ new size / B : ❑existing ❑ new size_ Attached garage: ❑ existin n size _Shed: ❑ g existin ❑ new size ' " , er: Zoning Board of Appeals�Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes lK If yes, site plan review # Current Use (L.-ei'11 &41 CA Proposed Use &J-J7 f}L APPLICANT INFORMATION _(BUILDER OR HOMEOWNER)— Name SL PVEPU WL4 • Telephone Number 0 Address 2.Ph J License # 0 0 CI 13 C 7A I<vl w oz 636- Home Improvement Contractor# l-LI Email Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �Zi�Zd I FOR OFFICIAL USE ONLY i APPLICATION # DATE ISSUED MAP/ PARCEL NO. ` ADDRESS VILLAGE OWNER U DATE OF INSPECTION: FOUNDATION FRAME J� W7 ,,ZW INSULATION a FIREPLACE r 4 ELECTRICAL: ROUGH FINAL i J PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t S FINAL BUILDING ti s f f DATE"CLOSED OUT' i ASSOCIATION PLAN NO. fi Y BAIMASIX , gyp, Town of Barnstable Building Department Brian.Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ,�t �P�• Property Owner Must SOON - Complete and Sign This Section If Using A Builder I, U IeCL(k-K. S 6C" C as Owner of the subject property hereby authorize '� Qi V to'act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) I Signature of ner Date a_,o Ay'p— G�4 rint Na e If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRESS.doc 09/26/17 i r K Environmental " Testing &Consulting PO Box 685 Methuen,Ma 01844 T:978-747-4082 F:978-747-4083 - info@kenvironmental.com October 30,2017 Core Environmental Contracting 3 Oakland St. Woburn,MA01801 RE: Post Abatement Asbestos Air Test Dear Mr.Jack Mahoney, Attached are the results of the asbestos air samples collected and analyzed from the subject property located at 351 Poponessett Rd Cotuit, Ma 02635 on October 26,2017. For any questions or concerns regarding your results,report or analytical methods performed,please feel free to contact K Environmental at 978-609-4509. Sincerely, �attia.C�a� Kattia Lopez Hygienist QS�1 qq K Env onmental Testing&Consulting PO Box 685 Methuen,Ma 01844 T:978-747-4082 F:978-747-4083 info@kenvironmental.com Executive Summary: At the request of Core Environmental Contracting, K Environmental Testing&Consulting visually inspected and collected asbestos air samples at the subject property located at 351 Poponessett Rd Cotuit, Ma 02635 on October 26,2017. The air sampling was conducted by Kattia Lopez, a Massachusetts Project Monitor#AM900491,all samples collected were analyzed by EMSL Laboratories, located at 7 Constitution Way#107 Woburn, MA 01801, for the determination of airborne fiber count. The analysis was performed in accordance with "Phase Contrast Microscopy from the National Institute of Occupational Safety and Health(NIOSH)Method 7400." EMSL Laboratory is certified by the State of Massachusetts for analytical testing and also accredited under the Proficiency Analytical Testing Program for air analysis by Phase Contrast Microscopy. f/cc=fibers per cubic centimeter of air as compared to a Massachusetts"clean air" level of 0.010 f/cc.The samples were less than the allowable level. enc. i I , . 77te Contntonwealth of Massachusetts,. Departrttent of Industrial Accidents � �-- --Q Office of Investigations 600 Washington Street ; - Boston,MA 02111 ivniv.mass gm�/din `Yorkers' Compensation Insurance Affidm it: Builders/Contractors/Electticians/Plumbers Applicant Information Please Print Leaibh' Name(Business OrganizatioiitIn iidual): Address:X2G AA 41 N City/Stat&Z p: Ld IV t"\ IM*S 02 G S S Phone#: G CG U Are.you an employer"Check the appropriate box: <. Type of project(required): 1.!d I am a employer v►rith 4. ❑ I am a general contractor.and I i- 6. Aew,construction employees(full and/or part-time). have hired the sub contractors , 2.ElI am a sole proprietor or partner- listed on the attached sheet. 7_ Remodeling ship and have no employees These sub-contractors have g: Demolition } an working for me.in capacity. employees and have-workers' b y aP ry '9. Building addition (No workers'comp.insurance - comp.insurance.- required.] 5: We are a corporation and its IO:El Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 PI g repairs or additions m cself. o workers c right.of exemption per LiGL } [N comp. 12. oofrepairs insurance required.]s c. 152,§1(4),and we,have no employees._[No workers' 13.00ther W00a'.6 comp:insurance required:] ' 'Any applicant that checks box#1 must also fill out the section below showing their workers'cq policy information. Homeowners who submit this affidavit indicating they are doing all worst and then hire tors must su�mit a aew affidavit indicatia-such. Contractors that check this box must attached an additional sheet showing the name of the -contractors and Nether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.poli n- b ,- I ant art e►►iployer that is prosdding rtrorkers'compensation insurance for my enspl oyeees t;�elol the policy,and job site information. '�j� Insurance Company Name: Policy»or Self-ins.Lic.#: W LL 60 Vo 61 1 ',Expiration Date: Job Site Address: I P(�dV SS GJ i— City/State/Zip: ' /t' [I)YA Q Z$ 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.S1,500.00 and/or one-year imprisonment:as well as civil penalties in the,form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifi nn .r pains and penalties of pe 'rev LthaLlhe-informalion prm ded above is trite and correct. Si tore: Date:.. . Phone z;— 7 Official use only. Do eiot.write in this area,to be contp[eted by cihr or town.official. City or Town: 'Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityrToum Clerk 4.Electrical Inspector S.Plumbing Inspector, 6.Other Contact Person: Phone# 6 Client#:38438 2CENTRALCA ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YYY) 11/15/2017 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 CONSTITUTEA.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 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 ONTA T Dowling&O'Neil Dowling&O'Neil Insurance Agency A//CDNo Ext:508 775-1620 ac No: 5087781218 973 lyannough Road EMAIL doins.com P.O.BOX 1990 ADDRESS: coi @ • Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Arbella Mutual Insurance Company 17000 INSURED - INSURER B:Associated Employers Insurance Company 11104 Central Cape Construction Company,Inc. INSURER C 820 Main Street INSURER D: Cotwt,MA 02635 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 CONTRACTOR 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 EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY A GENERAL LIABILITY 3600067686 9/06/2017 09/0612018 EACH OCCURRENCE $1 OOOOOO X COMMERCIAL GENERAL LIABILITY PREMISES Eao�rrrence $500 000 CLAIMS-MADE I l OCCUR • MED EXP(Any one person) $15 000 PERSONAL&ADV INJURY $1,000,000 �✓ GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: �\� p �� PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC M\ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY \ a� � Ea accident $ ANY AUTO a�� � BODILY INJURY(Per person) $ ALL OWNED SCHEDULED �( BODILY INJURY(Per accident) $ AUTOS AUTOS `�\O NON-OWNED V'� PROPERTY DAMAGE $ HIRED AUTOS AUTOS O Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050091992017A 5/14/2017 05/14/201 X WC STATU- OTH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) c 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/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) *Workers Comp Information*' Voluntary Compensation Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. Certificate holder is named additional insured for general liability when required by written contract. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. (See Attached Descriptions) , CERTIFICATE HOLDER CANCELLATION Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1530 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee, MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S201791/M201790 CBD 62. Office of Consumer Affairs and Business Regulation ---= 10 Park Plaza.- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration "-_- Registration: 131841 Type: Private Corporation Expiration: 9/26/2018 Tr6 419291 CENTRAL CAPE CONSTRUCTIONC'O ING STEPHEN DEVLIN 820 MAIN ST. COTUIT, MA 02635 , �!r r Update Address and return card.Mark reason for change. Address [] Renewal Employment Lost Card SCA i 0 20M-05711 - r„�e���i�nen_.rr[ue�i�l1 o���fGlr,.l3a.fl[uel�i ' Office of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration"'+-131841 :-Type Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Expiration N/26/2018 Private Corporation Boston,MA 02116 row , CENTRAL CAPE CONSTRUCTIONCO.INC. , ba--- STEPHEN DEVLIN r - akl 820 MAIN ST COTUIT,MA 02635 Undersecretary Not Valid out signature Massachusetts Department of Public Safety Board of Building_Regulations and Standards License: CS-047993 Construction'Supervisar STEPHEN J DEVLIN ` = ' 820 MAIN STREET Ale COTUIT.MA 02636 z 48� � �Me, NN �.� A, �' l Exprration; Corn,missioner 02/04/2018 onwealth of Massachusetts Comm F O r'm f -- - ic�allnspeCt�on TM e 5 Off Not fqr Voluntary Assessments _ �,,,a a Disposal System:Foem - Sutmurface se.. 9 . 351 PO Addon rd Property i Jawarski '611Q11 Owner owners Name 02635 cation M_a ctl , Z p o e Date ofanspe . information is Barnstable-.Cotuit State required for every C�ty(rovir page. btflitlnnot be altered in any Inspection results must be'sugmitted o a the en of-he form Dims.may;. ay.Please see;completeness check rs Important:.When A. Getneral Inforrnatonr:: filling out forms on;ttie computer, use onlythe.tab 1. Inspector', -r key to move'your cursor=do not Chad Hathawa` ` OW the return Name of Inspector . HP S; z my .Comp Y►.In.e. ,,. �. P.O Box 15177 77- _ Company Address: , � Ma 02644 Forestdale Zip Code Cityirrown State yL _.. Teiephone Number 9�� ;License Numner ., c • k - ` W • �y. Certification � - _ ; F I certify that have personally inspected the sewage disposal system atthls address and that`the information rePOrtQd.'beloW iS true, accurate and complete as of:fhe time of the:;nspect on The ins pectJon was performed based on'my training and;experience in the proper function and maintenance;'of on, sewage disposal systems:;t'am.a DEP approved:system inspector pursuanf to Section 15 34Q of Title 5(310 CMR 15:000) The system: ® Passes _EI` Conditionally:Passes: O Faits Needs Furt}aer Evaluation by the Local Approving Authority 6/14/1'7: I`spector'sSi ature:: " Date The system Inspector shall submit a copy of this inspection report to the Approving Authority(Board ofiHealth or DEP.)within 30 days of completing this inspection If the system Is a shared system'or has a design flow of 10,000 gpd or greater;the Inspector and the system owner shall submit report.to the apptopnate regional office of the=DEP.The original should besent toahe system owner and.copies sent-to the buyer if;applirable, and the.approvii g authority t "" ' This report onty",descrwbes condifions at the time'of inspection and under the.condtions_of use. at that time This inspection does not address how the:° .yytem will pertorm in the=future tinder. - the same or different conditions of:use. :`f5ins•3/13`: - TiDO offiaal InSpeGion Form;Subsurtace Sewage Disposal Systemp. Page-7 Hof 17 -. , _ 411 Town of Barnstable11 BA RECEiPi ,'� 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: B-17-3764 Date Recieved: 10/30/2017 Job Location: 351 POPONESSETT ROAD,COTUIT Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: STEPHEN J DEVLIN State Lic. No: CS-047993 Address: COTUIT, MA 02635 Applicant Phone: (508)420-1340 (Home)Owner's Name: Soares,George Phone: (508)776-6660 (Home)Owner's Address: 351 POPONESSETT RD, COTUIT,MA 02635 Z Work Description: New roofing,siding and windows on existing structure Uq a.. rn Total Value Of Work To Be Performed: $35,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized'agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Steve(or Lorri) Devlin 10/30/2017 (508)420-1340 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $35,000.00 Date Paid Amount Paid Check#or CC# I Pay Type Total Permit Fee: $178.50 10/30/2017 $178.50 XXXX-XXXX XXXX-. Credit Card i 1823 s ........................ t _............ Total Permit Fee Paid: $178.50 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION —m Map V Parcel I ' *RAppliela�on # Health Division Date sued Conservation Division n Application Fee Planning Dept. Permit Fee [/CJ Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis oiect,Street Add'er ss 35 s s e 71' - w,'n""' j Pv� ,� /i h •� �o ��z s Address Per at-=Ie�q7tq,�eq .4... e,-r,ay S��z T ���/C �-, L.-,s �rr�, T=ea, T v ,_ ,� 1-r %-e— dZe �G�.1. .,-.�.� To. ne17 Square feet: 1 st floor: existing proposed 2n oor: existing proposed Total new Zoning District' Flood Plain Groundwater Overlay. Prat. t Valuation o Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑.Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) N eo o:�rti t Telephone Nu'wber A.-dd s1351 �o� ASS e� i�� License # O d G 3 Home Improvement Contractor# wnails9 / `dv4` Worker's Compensation # ALL C NSTRUCTION DEBR SULTIN M THIS PROJECT WILL BE TAKEN TO S GIGI N' URE -- r.r I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 2'Ir:,--Comm.-onivealtlt of-4&Ey<chusetts. - Deparliaent of lurizsstrid Acdefents - f� ce a,�. siFgtztta�xrs a • . 6VO Wasidngton Mreet _ Boston,CIA 02.11 MVIRVWXYgMldi r Warmers' Campensaf enInsm-anceAf lavit: de ctarsMecfdcianslPlumhers H,t 1nfm ihu P'lease Print Na=(91rim - 9 Address:City [� f� lStatef ig Are you an employer?Checkthe appropriate bow T of project r L. I our a employer Uith 4 ❑I am a general confimct�or and I I e J € � - P°� 6_ ❑New cons5rurfiiom employees(fall an&or Part-time)-* lave hiretilhe sdb-coats 2.0 I am a sole proprietor orpart= Tisfed olahe afitarbed sheet. i- 0 RemadeHag Wiese sub-cc�ractors have ship and have no employees • 8_.Q IJemnlififla ' vFaddng for me is any capa� employees and:have wadmrs- 9. ❑Ruilding addifiaa [NO wpdets' camp.insurance comp_insuran-MI required] 5. ❑ We are a corporation and ifs M❑E[eodcal repairs,or addition 3-JAJ am homeotime r doing all work officers have exercised their 1 L Q Pluurlbsngrepaim or addafions Mysel£[L�To ems'camp- #of emampfion per MO- 1?❑Rbofrepairs issue—ce resuima-]i c_152,§1(4)6 and we have no employees-LTa wodoe& 1311 Other c9mp_insuvmae raequiret j •Aay appficxmtfst cbedsshosl mad also ffi attic settFoabda� ag their wo3cas'anapevsafinupo) gisucm T M, =w, ,r,wb,sulmit fbis Midair i-Maratiag thv-y Rmda ag 9llvra¢7E=1ffimhEm outdd!cantrortnr— sa�mitaaew�d<-mot;"��sacb_ fCasft�ctos�tcherYilxFsbaacm4stat�rhed�aaaddi6nnalsiveetshwcmgflfen�tfoElbesnb-cc�zcfi�xs�rlsi>�etrIfethe�arnotrhnsfre�tiPsha� emp9o}ees.Iftbp-snb-c=badn sbne mnp1oyws;they pini&their unrkm0 cramp.palmy numbm I art[arm errtp�r flecrtisprm.r`rIitrr;workers'cassrperesr�exrs iaszirasrca,�vr irc}�empT�yeea $elobv is ilt�paLiry and jala�a informaliom I ceCampauyName: 'Policy tsieFf--ins I ic_ piraticuDate: , Job Re A.ddre= Citylsute/4p: Attach a copy of the work- campensstt� polscydedara. page(showing the policy number and expiration date). Pail=to secures coverage required e-cEion 2.5A of GL a 152 can lead to the imposition of criminal penalties of a fuse up to,Sl.aa oa aadl yea szrpas rtmpnf.as w civil pe skies is 1 e fazm of a STOP WORK ORDER and a{me of up to$251DO a dap ab the viaLsfor. a adtdse t a caps*of this zLitem¢nt nmybe farwuded ta the f?fIi m of ln�esfsgatityns.offhe DFA fad. '� � �,. c�ian.. - IdoIferabycadifyzZ s 'fisatfTssitsfat-Rxa vtrprmzrT dabal�jigbars c�trr �i2nature: I}ate_ / �� / • Phone d� ' t3, cicd srse a rsF D-a not Avrits in dEb area,tit be coWsrsP&&i by ciy artemn njociaL ChF or Town: Peiadfficense Axfha (circieone). L Board-of Health ?.Rugffng DeZxa 1ment 3.Ci fyfTown Clem 4.Electrical Fnspector S.Ph=-bibg hupector 6.Other Contact Person: Phone#: — -- - —- 6 a d Ins ' ormatian n c n lyf�ce�r-Inx�e fS General Laws chapfET 152 req=es,all=EpIoy=to provide wmk=e comPmsation for IIIDs=11PIo3'ees' pmsuaatfn this sue,an Magee is defined as-7.cMYP=sonln.fiie service of MlDffieruader any conl a ofhn-e, egress or iaapliMC%.oral or wrifiEXL." _ m{n assoriatian,corporation or ofj�r legal enemy,or al two or more . is deftncd as-anindjVjffi Z,p �b AIL f��gomg a M--d m a joint ems,and m fbe legal�reSmtai of a deceased employes,or receives ar iivstee of�nadfvidiral,paxtnrdship,associai�on or o•(jier Iegal entity,emPloY•�empl°yees: However the owner Of EL dwellmgbegnotmorefatluee apartments andWho resides or the occupantoffiie- dwelTmg horse of anon who employs P=M39 to do maw ce,cons'mr6an or rcpaa Wad an such dWeIIing hovsc z nMttT:erein shalln.otbecanse of such employmn the deemed to be an employer." or on•[tie griotmds or building app • MGL chapf�r 152,§25C(6)also stems that revery sty ar to cal fire ag ncy shall witiiliald ilte j�¢aticc�or ren e�Yal of a ficezese or peewit fn operate a hvsmess or to constmct bmldmgs in the co�aueQealth.for ray appliC=twho has nofprodnced acceptable eFidence of comp3iance with the insnrauee coveragerew sed_" A�o�jY,MM cater I5z,§25�states fiTerfhm the nor aBy ofifs political Subdivisions shall enter ink ee any cautcadforfheperfoMaaco of public` oricuatil acceptable evidence of compIi.ancewIfhiheinsm- c . regnaeniMfS of this chspinr have BeenpresM3f1edto the conftacting.auihordy." A�plLcaats .� . compensation affidavit completely,by elierlang the boxes�apply to YD=-sitaati on and,if Please ill Dist the wow'comp a nIImber(s) alongwiththDir cer ifrcate(s)of necessary,SupPIY sob-� r(s)namets). adds ) PhOII other thaw fire „crm��ce_ L>�dLiabilify Companies(MC)or Limited Liabfiity.F Fs(�)�no �Ioyvts members or pax ae rs,are not mq�ed to carry worms'campensaiirm i ISMIMCe_ If an LLC or LLp dDes hate To ees a olicy is - Be advisedthattjus a$rdayitmaybe mhmi�d to tjie Department of T dnsfrial �P- Y , P Also ire s¢re to and dafatre affidavit The affidavit should Accidents for eonfmmatjm of fi sornce coverage: not tie De P • arimenf of b e-retmmed to the cify or town that the application for the pest or license is being requested, T,,, ,fat Ate. TS�Idyov bi any questions regm�mg ffie kw or ifyou are rued to obtda a workers'comp emsati.on p oIiey, please call•die Department at the n=Lber 1is�d below. pelf-instized�P�es shanId ea r ti�eit self-insua-ce Ii=mD fiber on the appropIIate line_ City ar Town O-Metals r Please be sore�fire affidavit is=nplefn andprin ed Iegribly_ The Departm eathas provide a d space at the bDtm . . of rite affidavit you to out in.tho event the Office oflnv > coz�acty°nml gt$e applicant - out Tnaddition,aaapplicant .that Est submit maple peffi.it{license applications m my given.Year,need only submit one affidavit md"atng cat and under"Tob�b-d&ese the,appiica�should�-an Ioc�ns is (cvy or policy>afb=j-jtion[if aeC�Y) ed or ma&ed by ac,city or town maybe provided to,fjie ' town)-"A copy ofthe-affidavitfhathas bey.officially�P applicant as prcofthat a valid affidavit is on file far fb±= 'perm.-or Ii�ses A new affidVitnn'st be fM`&out e ar�i ciii=is obtai�g a liocnse or pe®t not related to any business or commercial Ye e year.Whero a home owner or etn. said mson.is NOT regonM t cmple this affidavit .. (ie.a dog license orpem>rtt bumleaves , ) P , T7ie Office oflnvestigations wouldhketo thankyonm advice faryoUr cooperafion and sbauldyou.have any qu�siions, please do notbrshatc t3 gimus a call. The gepartm=fa e�T �c,telephone and fax rtnber: y T�CaUMajartwatt3E of MRSOCILUS Depadamt afhi&Gtda Aooident . offic=Of 7rrti a RBI&Rill R=#9 617`27 7M Kevisexl4-24--07 - 45L A W-C Guide to Wood Construction in High Wind Areas:110 inph Wind Zone. Massachusetts Checklist for Compliance(780 CAIR 5301.2.1.1)' Chock Compliance 1.1 SCOPE WindSpeed (3-sec.gust)...................................................................I................................................110 mph WindExposure Category.......................................I........................... ..........................................I....................B 1..2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories :5 2 stories RoofPitch ..........................................................................(Fig 2)........s................................. 12:12 MeanRoof Height ...............................................................(Fig 2)................................................. ft :5 33' BuildingWidth,W...............................................................(Fig 3).................................................. ft :5 80' BuildingLength,L .........................I.......................................(Fig 3)...................:.............................. ft :5 80'.. Building Aspect Ratio(LW) .................................................(Fig 4). ..... . ........ .................. :5 3:1 g2 ...... nin .............................(Fig 4)...............................................Nominal Height of Tallest Ope <6.8. 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)........................................ ........................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................................................................................................................. ............ ConcreteMasonry........I..................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)............................................... in. Bolt Spacing from endrJoint of plate ............................(Fig 5)..................................... in.:5 6"—12" Bolt Embedment—concrete........................................(Fig 5).................................................—in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.2:15" PlateWasher................................................................(Fig 5). ...................... .........................�:3"x 3"x V4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................!(Fig 6)...................................................—ft.:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...:................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)....................................................—ft 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft :5d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ....................... ........................(per 780 CMR Chapter 55)..................I.................. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening................................................ (Table 2)...__d nails at in edge I in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 510, Non-Loadbearing walls...........i....................................(Fig 10 and Table 5)............................ ft 520' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................... 'in.:5 24"o.c. WallStory Offsets ........................................................(Figs 7 8c 8)........................................... ft 5d 4.2 EXTERIOR WALLS 3 Wood Studs Loadbearing walls..........................................................(Table 5)..............................2x ft in. Non-Loadbearing walls................................................(Table 5).............................. ft in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11).............................................. ft ZW/31 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................—ft 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11).............................. ............................... or 1 x 3*ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays�_ Double Top Plate Splice Length . ........................................................(Fig laand Table 6)..................................... Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas:110 mph,Wind.done Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)....................................................:... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...................................... . .............(Table 9)............................... _ft_in.<_11' SillPlate Spans ........................................................(Table 9)......................... _ft_in.511' Full Height Studs (no..of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)............................... _ft—in.<_12' Sill Plate Spans...........................................................(Table 9).................................. ft -in.s 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. _5 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.............................:...:.......(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 10)................................................. in. Shear Connection(no,of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest OpeningZ SheathingType.............................................(note 4)...................................................... Edge Nail Spacing............:............................(Table 11 or note 4 if less)....................... in. FieldNail Spacing ........................................(Table 11). ............................................. in. Shear Connection(no.of 16d common nails)(Table 11)................................................... _ Percent Full-Height Sheathing.......................(Table 11)................................................... _% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft<_smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.....................................:..........(Table 12)........................ - p Lateral............................................ (Table 12). ........................ I. lf ......L= plf Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) ..............................T= plf Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls , Proprietary Connectors Uplift. .(Table 14)............................................U= lb. Lateral(no.of 16d common nails). .(Table 14).......................................L= lb. Roof Sheathing Type. .......................... ... ...(per 780 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness....................................................................................... _in.;-*7I16"WSP Roof Sheathing Fastening...........................................(Table 2)....:..................................... ........... _ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 1 Ba and Figure 18b• 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11, 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 'I AWC Guide to Wood Construction in High Wind Areas:110 tnph Wind Zone Massachusetts Checklist for Compliance(780 CMRs301.a.1.1)t a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -YMEN THIS EDGE REM ON Fi�AtdING USESd NAU AT6-1 11 11 • tt 11- It 1 ' I I 11 11 t Y 14 - ' 11 11 11 u Ir I n u • 1 1 1 A 1 11 11• /l ,C N It 'S 11 I1,� 1 o tt R F Ir F a li 11 1 It O i av ii ii i z o rl fl d I t 11 11 1 aL . Ir 11to it it IF9 1r Ir U It W 1i 11 It g t It a u u u7 i li ..t li it 1 - ' i V 11 IAL WbSLEEDC T1AIE SPACpWI1 — 1 i PAAfEE_, � I„ See Detail on.Next Page Vertical and Horizontal Nailing , for Panel Attachment AWC Guide to Wood Construction in Sigh Wnd Areas:110 mph'Wnd Zotte , Massachusetts Checklist for Compliance(7so Cmx 5301.2.1.1)i o s , w ¢CN as to I to FRAMING MEMBERS ' I � EDGE.LdTERMEDIAT£ �� i� . TMK , ' I STAGGERED 3'MrJ NAIL PATIERN PANEL PAN y EDGE DOUME NAIL EDGE SPACING DErAL Detail Vertioal and Horizontal.Nailing for Panel Attachment AWC Guide to Wood Construction in Sigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (78o CnzR 5301.2.1.1)i FAQ*: NWCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCMzoo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified' checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has. been used in North Carolina over the past io to 15 years which has performed well in severe hurricane weather in that state. Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions:or code interpretations of. the BBRS. Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner ; 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maus ' s639- Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 42el Please Print DATE: — //-�— JOB LOCATION: d S-e �G.a n sfreet village "HOMEOWNER": 00900Lw C,7—/t S e home phone# / work phone# CURRENT MAHJ NG 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 Buildin c that he/she be re onsible for all such work performed under the buildingpermit (Section 109.1.1) The undersi "homeo as s responsibility for compliance with the State Building Code and other applicable codes, bylaws,rul and re ons. The undersi "homeo er"certifies that he/she-understands the Town of Barnstable Building Department minimum inspection proce d requir a e/she will comply with said procedures and requirements. r ignaure of Hom Approval of Building Official ` Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2:15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for.use in your community. Q.\wPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 �%ME, Town of Barnstable Building Department Services RARA STIALE :w►ss Brian Florence,CBO 6 639. w�� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Us'A Builder 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) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:09/16/17 j 12c.�r y SEP 2 0 2017 OWN3rV yv _ Jot. 17 Mia �1 1 )IV r/1S (12 l C l®s'n g Disclosure This form is a statement of final Loan terms and closing costs. Compare this document with your Loan Estimate. e Closing Information Transaction Information Loan Information Date lssued 08/07/2017 Borrower. George R Soares Loan Term 30 years Closing Date 08/11I2017 PO BOX 551 ' Purpose Purchase Disbursement Date 08/11/2017 Cotuit,MA 02635 Product Fixed Rate Settlement Agent Mazzoni&Associates P.C. Seller Andrew A Jaworowski File# T4170.18365 Kim M Jaworowski Property 351 Pgponesset Road 351 Poponessett Road Loan Type ®Conventional O FHA Cotuit,po esset Road Cotuit,MA 02635- OVA O Lender Citizens Bank,N.A. Loan ID# 0030785026-2 Sale Price i MIC# 029747550 LOT 'cs.~ 'w. STONE PA TIO A �o LOT 158A LOT 157E wca t� "WES ZONE' "RF" This MORTGAGE INSPECTION Plan is For FLOOD ZONE.' "C" Bank Use Onl TOWN: _CV-T( IT_-_ RFOISTRY OWNER: _THEODQ E_TY s _GAIL N�GKER QtY_r___ DEED REF ,j2�A�__�_. -__-_ _-BUYER: �rvsRE �_ ��t7M _ f9 'U_Rty� 7__ DATE: _1t/�5!9_,�--__ ---__ -__ PLAN PEP: _ _4��47 SCALE:1"--- 0--- FT. I HEREBY CERTIFY TO .,.PJX�l2t1_T L_1ti1CI�'1���GL'------ - --�OF A�----CO ING. _ __7'IIAT THE BUILDING '9c,� YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS - PA[3L '< CONSULTANTS SHOWN' AND THAT ITS POSITION DOES _ CONFORM � A. TO THE ZONING LAW SETBACK REQUIREMENTS OF THE � MEAITPEW o2028 143 ROUTE 149 P TOSYN OF _ B:9�r/YS7IE _.____ ,___—_„__AND THAT No. `,�a TONS MILLS, MA. 02648 IT DOES_ NDT _ LIE WITHIN THE SPECIAL FLOOD HAZARD t\"lVi�i" MAPSTEL: 428-0055 AREA AS SHOWN ON THE H.U.D. MAP DATFD V1�,«5 FAX; �20�5553 c t t — ne 250001 p0?I C ____ THIS PLAN NOT MADE FROM AN INSTRUMENT PAUL A. 1IEH .W�I'IS SURVEY NOT TO BE USED FOR FENCES ETC. i6`3C FA a - TOTAL F.eil 3 r re- Oil v r Y CNN a,C4 e -_ gpv"ss.A.wm`om--r—+r"'w"'°^`'`� Tlvp �Kpq� '([r1Mi,�w.+�y.Y.a w�.wrc.'nwv�.x�wcrM.iY.rN.. 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'K �:{ J'W�k•0<+AK i^b +tt.!?'aNKIl�cY$R'{uT): •iwh:..gp�^^.w+..y,.�yi„r v nk.u• t ..yt° s;w'r 4Xn- p. .�,,`s ,./ca.ai,..K A v1^, S.�'ry eit�u4'�«hf . +n' ^�n. )Fl.�' �_�.'gy}'!S'e`�3iE: wti•'A S�•.Y . Y � t r L. L }...,.c,ti+., .......•.,,.:�:.e.:..a.�..a.,�:n..,.,. ....:. w+una+r.� .wwrww>:_ ,.R+,yawLu=.;d...�q-�n•... .�l .._...� Lo Z.A.-L TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please rint. DATE JOB LOCATION © �!-Number S reet address Section of town "HOMEOWNER" ' Name Home phone Work phone PRESENT MAILING ADDRESS ce 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 such homeowners to engage an in- dividual for hire who does not possess a. license, provided that the owner acts as supervisor DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six 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 ermit. (Section 109. 1. 1) The undersigned "homeowner" assumes .responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, 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 w' h said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL a � Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. l HOME OWNER'S EXEMPTION The code` state' that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this sect-ion (Section 109. 1. 1 - Licensing of Construction Supervisors) ; ;provided that. if Home Owner engages a person (s) for hire to do such work, - that such Home Owner shall act as supervisor. " b Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of� a 'supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarenes often results in serious problems, � pariicularly when the Home Owner hires unlicensed persons. In, this case our Board• * cannot proceed against the inlicensed person as it would with` licensed Supervisor. The Home ' Owner actin I s supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, man communities require, as part of the permit application, that the Home ,Owner certify that - he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your .community. .ur—.:Yva.irv- .fkC -I.+S!a+rv./M�— 'Jrsw9 "Nk ryr, 9e.« �T _.._ .. ,oaaaA!'swu.La(iCt+i�aa54-`hb:�=aaaU+ aQF++Ja. .Rl .:°,'Ca34.a ei4aR } his "� 11/02.94 17:02 V617 7277122 DEPT IND ACCID 0001 Conunoj cueaCtlt of � jajjacfl jt.�ettj aC.�oParfinenl o�J'ndu�fria[✓ticci 600 W.I njtmi Slmn l .lames J.Campbell ///aiklaclia� 02 f f f Commissioner Workers' Compensation Insurance Affidavit with a principal place of business at; (QLyiseaWziP) do hereby certify under the pains and penalties of perjury, that: () I am an employer providing workers' compensation coverage for my employees working on . this job. Insurance Company Policy Number O I am a sole proprietor and have no one working for me in any capacity. I am a sole proprietor, general contraaor o h wn one) and have hired the contractors listed below who have the following w ers' copensation policies: Contractor Insurance Company/Policy plumber Contractor Insurance Company/Policy Number Contractor insurance Company/Policy Number l am a homeowner performing all the work myself. 1 un.derstand th:t;;copy of&is=ement will be fo v.zrded to the Office of invesdr2tions of the 01A forco%Trage verification and that failure to secure ccve-age aS recji;ed under Secr:on 25A of MGL 152 can lead ro the imposition of criminal penalties consistne of a fine of up to s 1,500.G0 and/cr cre years' imrricc-.mrnt zs Well as civil penalties in the fort.:cf a STOP WORK ORDER and a fine of s 100.00 a day against me, Signed this � day of, •, 19 Ucensee/Permittee Building Department Licensing Board SeIectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 The Town of Barnstable • BAMSfABLL �e� Department of Health Safety and Environmental Services 116 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one.but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: r� Est-Cost—E Address of Work: Owner Name: Date of Permit Application: 3 S� I herebv certifv that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000 Building not owner-occupied —��Otimer pulling own peraut Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS .FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor name Registration No. OR qs Date Owner's name Assessor's Office 1st floor Map 19 0 1,117 Lot l Permit# d02.9 Conservation Office Oth floor -3 S Date Issued Board of Health Ord floor dPve Engineering Dept. Ord floor) House# Planning Dept. (1st floor/School Admin.Bldg.): s Definitive Plan Approved by Planning Board 19 (Applications processed 8:30-9:30 a.m.& 1:00-2:00 .m. SEPTIC SYSTEM MUST SE' INSTALLED IN COMPLIANCE WITH TITLE 5 TOWN O ARNSTABLE ENVIRONMENTAL CODE AND Building Permit Application. TOWN RECULATIOMS Protect Street Address 3S) , S Villa e C �, � Fire District fhvner (i Address ) O 0�- Telc one Permit Re guest: (� Cr Zoning District Flood Plain ( J Water Protection Lot Size Grandfathered Zoning Board of Anneals Authorization Recorded Current Use Proposed Use Construction Tyne Existing Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement tune Historic House Finished Old Kings Highway Unfinished Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool , Attached Barn None Sheds Other Builder Information Name Telephone number Address License# Home Improvement Contractor# Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS -PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Project Cost S�o Fee SIGNATURE !/ DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T 702 �l FOR OFFICE USE ONLY 3/30/95 3 - -' 019. 116 351 Popponessett Road Cotuit ADDRESS VU-LAGE Andrew A & Kim Jaworowski Y OWNER DATE OF INSPECTION: FOUNDATION v FRAME 1 . INSULATION ! �' FIREPLACE _ R ELECTRICAL: ' ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING: z fe - DATE CLOSED OUT: I s { ASSOCIATE PLAN NO. ,"' i v C f,•3 A �+q (• i , or sl� MASSACHUSETTS UNIFORM APPLICATION FOFNERMIT TO DO GA FITTING (Print Or Type) / - TOWN OF BARNSTABLE Date 2 Z--1 0 19 � r Hyannis, Massachusetts permit 11 Building Owner's AT: Location l 'O O//essez��� Name /1(�/�G(/ C(G(�6/'l�Pi✓f� Type of Occupancy: S New ® Renovation ❑ Replacement❑ GPlans Submitted Yes ❑ No ❑ e O R W N h N V Z ¢ t) ¢ f ¢ O = m C m W < W W F N d Q W < N O W X Z O > W W W h W = < _ J W ¢ n ¢ > LL H V J N ¢ a4C Z J H Z r. I 3. VS m n Z O N = W C W Z < ¢ < sue—BSMT. BASEMENT 1ST FLOOR x 2NDFLOOR 3RD FLOOR 4THFLOOR STH FLOOR STH FLOOR 7TN FLOOR STH FLOOR (Print or Type) Check One: Certificate Installing Company Name co� ❑Corp. Address -3--) C,rOuCe [:]Partnership_ Y ®Firm/Company Business Telephone tt7 0 4 0b 0 Name of Licensed Plumber or Gasfitter yz� -�S O /& 1 hereby certify that all of the details and information I have submitted(or entered)In above application are true and accurate to the beat of my knowledge and that ae plumbing work and Installations performed under ►ermit issued for this application will be In compliance with ad parental provisions of tir Massachusetts State Gar code and Capin 142 of the General L swa. 1 have informed the owner or his agent that I .do not have liability Insurance Including completed operations coverage. Signature of Owner/Agent I have a current liability insurance policy to include completed operations coverage. B w TYPE LICENSE: P um er TitleG v:�ts ':!!-A `A 1— Gasfitter S' nature of Licensed City/To Master plumber or Gas10 f. tter APPROVED (OFFICE USE ONLY) Journeyman i 7nse Number L�-Ci BELOW FOR OFFICE USE ONLY FINAL INSPECTION SKETCHES PROGRESS INSPECTION FEE r e• �s� � b�,iC No. gg APPLICATION FOR PERMIT TO DO GASFITTING V q-vt-L C� kj 0 NAME & TYPE OF BUILDING LOCATION OF BUILDING PLUMBER OR GASFITTER L1C. NO. PERMIT GRANTED DATE-22-L ZG 19 �i > GAS INSPECTOR a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map = l Parcel TG !r � Permit# I BARNNSTABLE Health Division 51, `�.z3 Date Issued y 8 2004 HA Y41A., Conservation Division AH 10: Qg Application Fee l �? _ Tax Collector Permit Fee Y ®� Treasurer0 ui�/ISI0_N -7-ITIC SYSTEM!MUST EL WISTALLE®IN COMPLIANCE Planning Dept. V=TITLE 5 Date Definitive Plan Approved by Planning Board ENVARONMENTAL CODE ANE 1'ClWN REGULXTIONS Historic-OKH Preservation/Hyannis ` Il\1 Project Street Address 1 j�;jJYI e sS e 2 Village (! � foTo l AA- ,,ff Owner _jv1 , I— AOC� V'2t p�yyl_ Address Telephone (-dC�-.��S a Permit Request E on c V,C, (nSv` 1c�t�S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District d"%���iC eti�t60ood Plain Groundwater Overlay t P �. Project Vl1a�tion� , Construction Type 1\C)U n-T Lot Size �y Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family U---/ Two Family ❑ Multi-Family(#units) l � Age of Existing Structure qf5 Historic Houser ❑Yes N�o On Old King's Highway: 0 Yes ©'No Basement Type: ❑Full Crawl ❑Walkout P16her A,- Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑Othe Central Air: 0 Yes ;No Fireplaces: Existing New Existing wood/coal stove: 0 Yes 0 No �� p 9 9 . Detached garage: 'existing 0 new size Pool:0 existing 0 new size Barn:O'existing ❑new size Attached garage:0 existing 0 new size Shed:5"e/xisting ❑new size Other: 5 k E' - h 'D, 6 0'-0<-y.C--- . Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial 0 Yes ❑ No If yes,site plan review# Current Use Proposed Use - 1 BUILDER INFORMATION Name' i w6ro Xt Telephone Number Address License# l O2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `(OvuS �. DATE Ski\, () FOR OFFICIAL USE ONLY PERMIT NO. T x DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE ` OWNER DATE OF INSPECTION: I FOUNDATION k FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ✓ry" ' R • DATE CLOSED OUT ASSOCIATION PLAN NO. I 4 c ,Co. n wealth of Massachus s . . - -- part.ment of WustriatAccidents' • ' . e 6Q0'Washington Street - Boston;Mass..bZ �TX . J • ' Wor$ers'.Com ensatlon,,nsurance Affidavit-General Businesses /" F.r� SNOW �I J��' '��"�m :`I ,t •.4. �,�`' Imo" , lt,. ,.a'.. . •. •r •�• • r W 4 arldreas: s•. zi : (p3 a. 3• _� •-� ► state• ,kA . ' IiIa EatYng establishment address : siness Type: El Retail[]Restauran work si a lO� etor andh' 'no onb ' $R 0()f ice o Sa]:es(including ,19' staiel Autos etc.)' sole�ropri ''• ''' . ' ,•t. working in any capacity. []01ber //////G%//////� to er with. etn. to'ees j/ )%/%%%%�%//////%// RM an /�///%/%/"/%%///�%%�sation for my employees worl�ng on this 1 '/1��/��iF///�///� /��� Zo.{•:;,•rg,•+•_rkerS'CiVm 1• ,,..t y ,•. ,,. .it'...•,•5 „ .:r." • •'•! • '..t•,•:� , .4. �.•f .! 'f��•i �110��y�'•�•C„ .f.. 41 '�'ri, i I. 7 t '.�i. L' 4�r •.PQ.f• 'a%tf'�; fi: •a�. r.: J.nua an•�'. .{,'�,•. Fq' 't, \• t!;:., •{•..,..:.,,+i,. \ ' i '! •t.1Sl`'llf'i r .:'1 r t Y:: ' +%\t•h'; r••7• .it�`'Zj,•i.�)t.i:•i.''�'11r• 3 t:{:�'�+;�'�'•.t • .t:'. .. ti. i.+jr.•:.S•1.+�'{trf:'t^.t.;rJ 1�'�+t tN�• y��' r. !/ f(f' '(. t• ! ,•,"t K ! . J. .•,i'i' !'• •1'l,y..'.( 1;:i r. w f 51't,,� ,1 tr,ri''' \l t• .ti. •^rr' 'si'rriet•-••' .r. !' tt•jt r,. .:•Lw i.' ii>;i.ti•:' '�'"'��_'},: :n'r' . . +^. /�i:.•t4 rt .r+',r•'1t�'"'tf,l:�rl•�•1•!t•'R•:.:1#•'�k COrtl SA mot. •.71L •2;,: 1 3 . • . '•:e V' J r�,.y.r t'.• •,. ♦ •' ,ti+ i tt .• .,t,, .44'i:. 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't ��' i• • '.' _ •iris'• •'�•. , . . 4 .a{�_ '. a�•ti tl..n 1..11 �..,'K: .li!'',•+ 1 1' ,: • +•.F'''J •'.•i, r • '��1•']1 \r 'l \6'}t' 1.';• ,1' Oil f•.'•Tr •j.'•'!••u'.•+)yY ,•, .�• !r .''? •''1•s.., !',t •J•i.,�i� sir�ti•IeS R•:tY,•:'... l i��A rr t•�f�' I o have the following vtorkers' dsrirar�ce•c�: endent contractors listedbelow'wla •'' 'T am a sole proprietor aud'haVe hired the mdep . ,� ' • •, •r .,,f;, ':':. pensationpolicesr •E"t d�L'tLC.;i,}(r t'w'ib�ityx"v�t'f•t:. .�j}}t:ti�-'`.-.3• '!' CDIp ,r�}i ''• 1 4 '4 ;: ,�,n' r.,.• .t'a' ",i•: : }j'; 1 1•�•' P.yr/.ITj:.p l•.y3;. a{y��'R:� ,' ^>;'•'�;';',\rr,, ,a. .. 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'1, wG,• ''�• '1aOJ1E��rff,•,•:•V�1,' e,' Qy 34•:r:;,'f:'^.•p}',':t'r:.'y'�:' t'�i:ti�•f••i; - f' 'ri .'% •' •• r •�•!•}�i''.1.. faj3::t 1' •.�,y 1; .•!'•lt t:'7.•;l:yl•�y.•1� 'tt a i•ti'•''.y: y. 5.. ) •r� ', Gi V•.,\. ii ,I. u .rt. • ,r ,.il't .,11•,.rti Y. ,.i{:t'.r f� ,r'': •. ,.r rr'::�`}a: �, ,l. . .'i, t. Yi• '.l�:t�fi,.. rt:. Y �: O11C. Yra F' `'J�'''arb,•!i!`" c,;;`-•:': ;::s'" ,tt } al enaYties of afine�to$1,500.00 an or insuranc - '' ' osition of fprinlfn p e to aectlre coverag 9 the A Qf of a STOP'Ln OI�UER and a fine of$100.00 a day against me, I understand that}: e as re aired under Section 7.'SA of MGL 152 can lead to the imp. 1 Failnr ent as yell as ctv➢p1 na,ties�n effayeara'imprv°nm beforerardedtotheOmceofYnveitigationsortheDUforCOYerageverification. copy o f this statement?naY under the pains and penalties bf p erjury that the in}sormation provided above is{ru d Q rre I do hereby c rh S Date ,, , ' 1 - Q D `05 b051�. hone# a Print nam° Mom officialese o�Y de notyrlte inthfa area to be completedby city or []Building'Dapartment permitliicense# []Licensing Board city or town. � ,' ❑Selectmen's Office • DRImithDepartmeat [�ehockif in>me�tr reSponse is regn¢ed phone ; contact Pt r3o3), • ' . Znforrniatioin and 148tructions' ' eral laws dfi�ptez I52 section 25 requires ell employers to pxovi$c workers' con peasttioix for'their. CrIv Massachusett$.gad ' ' .. l eeS; ,p,s quoted'fromthe `law", an employee is.defined as every person zn the service o another under any contract 03' or al or written. of hire;expreas or ink , �, defined as an individual,��artners4, association, corporation or other legai entity, or any fwo or rngre of An emel o �gaged.in a�joint enferprise,and including the legal representatives of a deceasedymployer, or the•receiver or the foregoing or g i artaershi association or other legal entity, employing employees. 'However.the owner of a trustee of an individual P . P, dot more than tku ee apartments and•who resides thergh or the:occupant;of the dwelling h- gus a bf dwelling house having• ersbiis to go maintenance, constr41 eP ctibn or z air work on such c1welIing liouse•clr on the grounds or another y�lio employs-P to ent.be•deemed to be eii eznploydr, .,•• . . errant thereto shall not because pf sucb;emp yen , bus`lding aPP . , •r: . rba ter 152 section 25 also'states fhat'every• state'or lbgal Rcensing•a., -y steal idthhold the issuance or renewal MGI� P Y PP. , of a license or pe'�nit to operate a business or to construct buildings in the.cOnlmonweaIthfor an a licant who has not �•oduced acfthe ceptable evf clence of compliant a with the ins oCe eo�tracgfor thelrerformanxadice of public work unt,��, p of its olidcal subdivisions shall enter int y P coijamonwealth•nor.any P p p acceptable evidence of complibAd with t o insurance xbquirements of Ibis e}la ter have been resented to the contra Applicants •• ,. t a lies to our situation., Please Please f is he's'•eoupensafm davit corr�letely,by checking the box that pp , y supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the peps-tment of Industrial Ad'*dents'for confirmation of insurance coverage. Also'be sure to sign and date the affidavit Thedavit should b e returned to the city or town that the application for the p ermit or license is being of the Aepartment 6�ludustrial,keeideAts. Should you have any questions regaT& the'"Iaw"or if'you ai e requested,n li lease call the A arttnent at the niupber liste�d;tielovsr. t to obtain a wo. ers. •Compensationplp cy,p, ep required • . City or Towns . , leasebe sure that the affidavit is c lete and rented le 'bl The D mt=t has rovided a space at the bottom of the P P Spy p . . ., affidayit f�you to fill oft in the event the.Office of Investigations has to contact you regarding the applicant Please be•smeto e p enmit/license number which wiM be usecl as a referencepumber. The.affidavits maybe retuxnedtq, • � 'azirangements hate b een made,• -''..• ` ' the 1)ep ar{ment b.�. 0z FAX.unless other •' The Office of Investigations would Eke fo thank y'au in advance for you cooperation anal sb.oiild you have any questions, lease do n othesitate to give uS a'ca — ' ,• � . . The pepar{ment's address,teleph6ne and:fax number: • - The Commonwealth Of Massachusetts Aepartment of Indus irzal Acc idents , - . Bice ni ii�esens 600 Washington Street Boston,MR. 02111 fax#: (617)7z7-7749 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 ®� Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet�$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) " Permit Fee �7, projcost Town of Barnstable °^ Regulatory Services 9anxx S. Thomas F.Geiler,Director 039. 6. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. f Type of Work: Re. stimated Cost Address of Work: l -(Jf�cSYl�S2 1'l> l MA Owner's Name: ` t rill— Date of Application: �/� y I� L/ I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Build' g not owner-occupied er pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit a the agent of the owner: Date Contractor Name Registration No. c _a, Date wner's ame Q:forms:homeaffidav Town of Barnstable CF THE Tp� Regulatory Services BMWSPABLE, ; Thomas F.Geiler,Director MASS. 9 1639• ,0� Building Division Tom Perry,Building Commissioner y 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4030 rax:. 508-790-6230 HOMEOWNER LICENSE EXEMPTION f �( Please Print DATE: JOB LOCATION: 6Yl AA A- number . . \\ street village �w o "HOMEOWNER': K a�n `tiC�`CUI y �1 G i i 2a 2� name 1 home phone# work phone# CURRENT MAILING ADDRESS: 0Z� a�� 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 requir ments. Signature of H eo r 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.L I -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly , when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. ' To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt F • • EMGMG i • 1] • nn7 - ASPHALT ROOFING B I,LDING DEFT • - I/ ' RAKE BRDS. - ® OOD - - - _ ❑❑ JA N 30 2018 - - - 6HINGLES _-- — TOWN OF BARNSTAB - - - SPHALT ROOFING _ � - _ • - - CNR.BIRDS. ® ® ® PROPOSED FRONT ELEVATION Ll ❑ - 18, „ IX5/IX SHINGLES TYP. 6 ' ` NR.BRDS. _ _-., ...°..,>..,.._.- ..,..,._ _ - _ � � A21-3 -y� i 9F1 O SMOKE D f E o .,3,S r-a�ti _ _-❑ _ _ `4 2XIOC:J. PROPOSED RIGHT ELEVATION 1r.�'� — ������ m m I6"O.C:, BARNSTABLE(BUILDING DEPT. DATE' NEu, DECK 2 MASTER AREA = � BEDROOM' m FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOF5 11 r r 4 . t • —C - `G W.LC• 4 NEW • @'-0"_ MAST SPHALT ROOFIN 4'-II" �'-I" Q -- r B THE = O 1(L 24 2 r-e• •- m ,W y ❑❑ 9 4-9 P.IX5/IX6 OOD ❑ ` FWH6068PA R �� '� 4 ae SHINGLES , _ - ----------- -- -- ----- LAUNDRY m --rmF Y • CNR.BIRDS. � - _ • .((�� ®® m ., 2'-8" - - EG�OC�JTOO�SG b • - i ®® EXISTING m n KITCHEN (H)SIZED 31/2"WIDE LVL'O ] (C)81ZED 31/2"WIDE LVL'e --------------------------- LIN <: PROPOSED 'LEST ELEVATION u ° EXIST eEDRooM —— --- - ------ . H 0 . ILING LINE BATH © - O NEW U DINING AREA __ WA r-�•. a — m -- --------- y , E r� 1'TP.4X4 PSL 4X&POST n (A)-------------------- SIZED'31/1'WIDE LVL'e 2'-0 Z �j �p q 9 1� PHALT ROOFING — E� STIING NEW WALLS m O _ —1 6 _ EXISTING - O EXISTING P. IXB/IX - 12 43 U RAKE BRDS, n 2�" e LIVING �vC a BEDROOM ❑❑ ------- - `° ----- ------- --------- ------ cp EXISTING WALLS Q + V 0 TW2842-3 T112842-2 . SHINGLES ----------------- - m '4• V NEW PORCH CNR.BRDS. -- - -NEW WALLS = I'�" m E--2X8 C.J, -i 0 ICI B 16"O.C. _Q U= (D)2-2X8'e WITH SIZED j. NEIU S STEEL PLATE HEADER 4 MIUDROOM #e PROPOSED 4 G = m PROPOSED REAR ELEVATION EXISTING WALLS m " �CUBTDMCOWMNB N _ RF ----l-•_ -'4'-2% -- 9'-9Ys" FLOOR PLAN TWI842 TWIS42 I4'-0" t — BUILDER JOB ADDRESS DESIGN - DATE REVISION I DRAWN BY I PAGE I SCALE SOARES RESIDENCE RENOVATE EXISTING AND ww��V� � 11 C� 1/ v�� U u 12-12-1 M JB •for& 1/4".r-0" jr,>ssjgns 351 POPPONESSETT RD, ADD MASTER BEDROOM F OF W N"URCHASE DRAWINGS LEAVER W PURCH49ER RESPONStl3 E Fqy COMP ANGE RH ALL 8 AND M)CV EXAC 12E REINFORCEMEM OF ALL CONCRE E FOO MG9 ALL F TTNG8 BHAL EMEND BElOU ROST V L ER FY DEP N. LOCO SUIXNG CODES AND ORDINANCES,JB OEBIGN9 MAY NOT BE HELD RESPONSIBLE MIST BE DETERMINED BY LOCAL SOL CONDRIONS AND ACCEF°TABLE l4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN T SIZE P.O,BON— •rr gl• S/95� COTUIT, MA. AND BATI-I. °zl IFOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS WRNG CONSTRUCTION. PRACTICES OF CANE RUC ION.VERIFY DES GN WRH LOCAL EN.S WRH LOCAL ENGSSE3¢AND BUILDNG OFFICIALS. tlEBT H44NBTAB F yq oxse IT- ---------------- NEW WALLS ®® EXISTING WALLS a B ®® EXISTING . KITCHEN '- ---------------------------------------- -------------- NEW WALLS 9 3 - -- !!----------- -- -- - ---- - .," ' EXISTING EXIST. EXISTING NEW BEDROOM BATH BEDROOM coNc.aLAe ® BASEMENT — EXISTINGs WALLS w•HIu F— A— DINING ® -� __ -2X8'e a 16"O.C. - - !\ Q S (ABOVE) 2X8'e o 16"O. U ICI (ABOVE) 0 ; EXISTING - EXISTING .. - - -. - �•� O ,� _ LIVING BEDROOM TING OPENING EXISTING FLOOR -PLAN - . EXISTING; - • - _. • - BASEMENT a EXISTING i CRAWL_ r SPACE - 0 • LATERAL - - NEW 30"X30"XI2" . _ UPLIFT CONC.FT_G.-W/3-1/2"RD. a ANCHOR BOLT AND Y VxYxVA"PLATE WASHER CONC.FILLED COL. • a _ .ad MAIN HOUSE SPACING 2X6 PT PLATE SNEA NEW OPENING CONCRETE`WALL - ' DAMP.PROOFING CSA p' .°p n .°d n d p, L d - '• ' ' _'_4_ APPROVED. $ °• , ° ° ° - °p d p ."pn pA O° .a nxc 6—eLAa • 4"POURED(ONO SLAB o, FOUNDATION WALL .. - 'S> ,aloMCleERnY�, . 2X6 Kam; :..00 °ao °d" p° °d 4 m m FOUNDATION PLAN "d° "p° "p° "d n "d A "d•° - b"-12"FROM END m m Q OF PLATES e 0 0 o a a > 10"X22"CON(.FTC.. ".°d.n" •CAPACTED GRANULAR•M " •° dn pn d FOOTING FOOTING 'DETAILS 611 CONCRETE WALL TYP. ANCHOR BOLT SPACING BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE SOARES RESIDENCE RENOVATE EXISTING AND �w�o // // � o � U 12-12-1 JB •_2_OF r 114"-r-0" ✓83 D4sslgns 351 POPPONESSETT RD. ADD MASTER BEDROOM FF--E B D OF A FOOTN W ExACT S W CO P W PURCHASE OF DRAWINGS LEAVES URCHA8 REgpOHg g E FOR MPLIANCE RH ALL SIZE AND REINFORCEMENT ALL CONCRETE FOO NG9 3)A L GB d 4 L EMEND ELOW VER FY E H. F LOCAL BIIWDNG CODES AND ORDNANCM.aDE81GN9 HA.Y NOT BE HELD RESPONSIBLE MIIBT BE DEIERHNED BY LOCAL 801E CO,�RION9 AND ACCEPTABLE (a)VBiIFY BTRLICTURdL ELEMENTS FOR DESIGN,SIZE P.O.CYUf zo (500.)Y4 -�j COTUIT, MA. AND BATH. °zI (U FOR 81 CONDITIONS OR FOR T E BE OF THESE OF—,p NG CDN6TRUCTION. PRACTICES OF C-0NB R C ION VER FY DESIGN WRH LOCA ENGR�ER. WRN LOCAL ENGIr�i AND BII WB OFF CIALS. 6®TB44XSTgBLE K4 02b9 _---------- , _ - - - RIDGE VENT x 2XIO RIDGE 2X8 RAFTERS m 16"O.C. . 1/2"ROOF SHEATHING TYP.12"DIAM.CONG.FILLED ------ _ �� I50 ASPHALT PAPER - + TUBE 48"BELOW GRADE --------- , ASPHALT SHINGLES ® R461NSUL. • III -PT IX3 STRAPPING 0 2-2X8'e nP. CACHING _ Ijj nax.+e•o.c. _ .. 1/2"WALLBOARD6 WALLBOARD iO x - B - - MU R21 INSULATION (v f , TYP. IAOKING DROOM „ 'n a _ _ nAx.se•o.c. 1/2 WALL SHEATHING E GI HOUSE A OR EQUAL,p WRAP L — 3/4"T/G PLY. X m R NAILED 4 GLUED. SIDING o - - U —R m IN9UL. iB O CRAWL SPACE , .. .. Q r e ? Q 4"CONC.SLAB ---- } y a m m a Q -- F _ y m m CROSS SECTION (A) _ ._ _--. .-_._. ? _ `pp ppAD pD NpEW SOFFIT --nn' • if if if --------------------------------- : --- -- -- - r - --- --- --- --- -- -- —- r, .. V __ - ) ___ _- ---------------------------- --------------------------- .. ___ _ _ 2X6'&m 16"O.C. _ � - w NA14�R, SISTER 2X8'&m.16" % - y,?- RIDGE VENT " 2XIO RID - -- - - - � 2X8 RAFTERS m 16"O.C. s0 m GE I/2"ROOF SHEATHING + = 12 15•ASPHALT PAPER S r a �— F + s� ASPHALT SHINGLES - 2X10'&C.J.m 16"O.C. -- X --- ,I II - ,I � - -- - -_ -- --- - r- r - R49 INSUL. . • _-- -___ -_--- a .« IX3 STRAPPING -- -- - --- 1/2"WALLBOARD .MASTER -- BEDROOM 1/2"WALLBOARD "--.. .. "- " .. • Q, i' _,. . . RZ6, „O.G.11"— . 2X8 NAILER TYP.HANGERS 2X8 PT •� INSULATION P.HANGERS II II II I11 II I I I = x I/2"WALL SHEATHING F-2X8 PT,—� --_ __ ___ _ __ _ _ _ ___ ___ _ -'� �_ - R30 INSUL NAILED 4 GLUED. 2-2X8 PT Q TYP.10"DIAM.CONC.FILLED '' " - _ HOUSE WRAP OR EQUAL m16"O.C. m -U- - U — II - II II TUBE ONI6"XI6"X8' FTG. O w 'O -----------ADD NEW 60FFITS — — °° 0 16�-C SIDING 2 1 F 2X8'e o I6' O.C. _ }2X8'& T _ e>QUAL - �� 'q 2X6&®I6".O.C.� _ _ ___ __ ® 3-2XI2'e GIRDER It ¢ ', 3-1/2"CONC.FILLED - • m LOLLY COLUMN. 14'-0" - =X X -- --- -- BASEMENT , FLOOR FRAMING PLAN ROOF FRAMING PLAN �4"CONC.SLAB CROSS SECTION (5) BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE SOARES RESIDENCE RENOVATE EXISTING AND �^!w��v1/ l/ � ��0 ° 12-12_1 • JB •�OF� I/4"=1'-0" ✓� Des/gns 351 POPPONESSETT RD. ADD MASTER BEDROOM {�I `�—BU PUS A--n R �"� I BE DE IB3MNEDBYOL.�TB�O "OpRd&p�TI pgLE ) B�"R�C PiA 6FOR DpGN OZ DMP . - PO COtU IT, MA. AND BATH. Z FOF 8 E CANDITION&OR fOR HE UBE OF TNE&E DRdLING&p RMG CON&ROOT ON PRdOTICE9 OF CON&P CTION VBtIGY ow*N WRN LOCK EN61NE03. W H LODdL ENGINEHi A—BUI D NG OFFlC4AL&. FBr 6G¢Y&rABLE M t oXLd r30gl 494-W34 ------------------ — RIDGE VENT _ __ • . 2X8 RAFTERS m 16"O.C. 2XIO RIDGE TYP.2X4'e m 16 O.C. 1/2"ROOF SHEATHING 'q • 15•ASPHALT PAPER ASPHALT SHINGLES 12'e m 16"O.C& 2XI2'e C.J.m 16"O.C. • - - 2X8'e m 16 O.C. TYP.HANGERS R49 INSUL `� .2X6 RAFTERS m 16"O.C. D 2X6 RAFTERS m 16"O.C. --- SIZED LVL'e IX3 STRAPPING 1/2"ROOF SHEATHING IT 43. I/2"ROOF BREATHING , 15•ASPHALT PAPER 15•ASPHALT PAPER ASPHALT SHINGLES a 4 1 2XI2'e m 2XI2'e m 16" ' � R4 INSUL. I/2"WALLBOARD I ASPHALT SHINGLES I/2"WALLBOARD IX3 STRAPPING 2x4'e•16 2X6'e m 16 O.C. I/2"WALLBOARD LIVING KITCHEN e o 2Xa'e•16' 7X8e _ __ _ R49 INSUL. R21 INSULATION MUDROOM I I e' - ® aefaa°e;w-at IX3 STRAPPING SIZED LVL'e ® j I/2"WALL SHEA RING 1/2"WALLBOARD--° DINING V2"WALLBOARD HOUSE WRAP OR EQUAL 3/4"T/G PLY. PORCH IDING Q 2X6'e m 16"O.G. NAILED 1 GLUED. - LIVING R21 INSULATION - —-__-_ m 6 06 " Cus oMI/2"WALL SHEATHING r R30 INSUL COLUMN HOUSE WRAP OR EQUAL DECK —' --— NBu CRAWL ePAce a DEcxNG SIDING q EXISTING - 'CON(.BLAB DCB'e T e 16" - v. BASEMENT - EXISTING CRAWL SPACE I CROSS SECTION (D), CROSS SECTION (C) 4x4 PT POST _ IX DECKING •• - ' 2X8'e PT m.16"O.C. SIDING � .- ASPHALT ROOFING - ASPHALT ROOFING 3-2x8'e PT - 150 ASPHALT PAPER 15•ASPHALT PAPER TYP.ABU44 BASE - 1/2' SHEATHING 1/2' SHEATHING (UPLIFT 160� ) H _ OUSE WRAP • I/2"SHEATHING --------�- TYP.H2.5A TIES ---' TYP.H2.5A TIESE. ° I---- _ DRIP EDGE • DRIP EDGE de J°da 5"GUTTER 5"GUTTER - SHINGLE STARTER _ — IX8 FACIA COARSE IX8 FACIA IX8 SOFFIT 2X6 P.T.SILL IXS I SOFFIT .. •• 2-1/4"VENT 2-1/4"VENT '...4 de ' • t LJ� SILL SEALER - t' 1-3/8"BED MLDG. _ •.� • 1-3/4'BED ¢MLOG, OPTIONAL 2-•5 ROD NOTCH FRIEZ ' E 2-2X8'e WITH SIZED ° TOP RING 2"CLEAR - STEEL PLATE e o TO RECEIVE SIDING. ° °• 5/8"XI2"ANCHOR - O TYP.5C4 CAP . BOLTS. (L -(UPLIFT 980)e fa HILL SILL DETAILS EAV • °'a a "1 EAVE DETAILS EA �oc-x FooT,. EAVE DETAILS ° BUILDER JOB ADDRESS DESIGN ' �_ DATE REVISION DRAWN BY PAGE SCALE //////////�wl jm SOARES RESIDENCE RENOVATE EXISTING AND wwN0l/ EDES16HS C00 0 12-12-Il " A3 1/4".rv" JB DC�- Ig(ns 351 POPPONESSETT RD. ADD MASTER BEDROOM DE V B m)W FVR-E OF DRAW NG9 LEAVE9 F➢3CHASER ONS BLE FOR COMP ANCE W HALL O)E T BITE AND RERP9RCE)9ET1T OF ALL WNCRETE FOOTINGS FOOTINGS SHALL EMEND ELOW FROSTLIKE ERIFY PTH. LOCAL BWLDMG CODE9 AND ORDINANCES,$DESIGNe MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDRIONB AND ACCEPTABLE. (4)VERIFY BTRUCTIRAL FIETIENT3 FOR DESIGN°eIZE P.R BOX Al (-�8J-4S�F- . COTUIT, MA. AND BATH. °zl N FOR B E CONDIT ON8 oR FOR HE USE OF THESE DRAWMGS DURMG CANS R CTION PRAO IOES OF CONS R CTION VERIFY DES GN WRH LOCAL ENGINE]3. WRH LOCAL ENGINES AND B DING OFFICIA S. AT 64RNBTABLE MA omee AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS IIO MPH WIND ZONE MPU Ci%\\� OOOMASSACHUSETTS CHECKLIST FOR COMPLIANCE(l80 GMR 5301.2.LIj CO10 CHECK MMPLANCE l/ llE p0SURE m WIND ZONE1LI SCOPE WIND SPEED(_5S C GUST)____________________________________________________________________________110 MPH .. WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBEe OF —I STORIES(2 STORIES I/ JOINT DESCRIPTION cormoN . NAIL SPACING PITCH_________________________________________(FIG 2) -------------------------------------5/17 (12:12 V r NAILS �X NAILS } MEAN ROOF WEIGHT----------------------------------(FIG 2) ------------------------------------- 12 FT<33' L ROOF FRAMING BUILDING WIDTH,W___________________________________ (FIG 3)-----------------------------------18$FT<80' BUILDING LENGTH,L_________________________________ (FIG 3)._________________.________________16�-$FT C 80'�L BLOCKING TO RAFfHR6 ROE-NAILED) ]dd 2-IOd EACH END BUILDING ASPECT RATIO(L/W)------------------------ (FIG 4)-------------------------------------J,JL<3:1 � RIM BOARD TO RAFTER(ETID-NAILED) 2-16d 3-16d EACH END NOMINAL HEIGHT OF TALLEST OPENING?----------------(FIG 4)-------------------------------------lk�w(6'a' I/ WALL FRAMING 1.3 FRAMING CONNECTIONS \\ TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4 16d s16e AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2)._________________---------------------------- �L STUD TO STUD(FACE-NAILED) 2-Ibd 2-I9,d u°O.G. 2.1 FOUNDATION ,. TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) Ibd I6d 16°O.C.ALONG EDGES - FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 ad COMMON s 6"O.G. - FLOOR FRAMING CONCRETE_________________________ _____ ____________________________________- y - - JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAILED) 4N)d 410d PER JOIST TYP.VI6"WOOD ` '' ' BLOCKING TO JOIST(TOE-NAILED) 2d 2-IOd EACH END CONCRETE MASONRY------------------_----------------------------------------------------------------- �� ' STRUCTURAL PANELS BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) }16d 4-Ibd EACH BLOCK 2.2 ANCHORAGE TO FOUNDATIONI3 - LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) }I6d 4-I6d EACH JOIST ° "..ANCHOR BOLTS IMBEDDED OR 5/8'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY . i'•1 - IST PER JOIST BOLT SPACING-GENERAL_______ _ __ __________(TABLE 4)._____._______ __ 5�IN.�L. - - \ t BIND�18T ON LTEDT0 JOIST (TGER TO BEAM LO'NAILED) • 1-16d }I6d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE (FIG 5) .__ 6'�-IZ"IN.(6"-I2"_�L '+ - -• \ >•>.V"Y• - --------- - ROOF SHEATHING BOLT EMBEDMENTCONGRETE____ _________________(FIG 5J:_,_______________. __ �'-IN.>T" J - �. ' - - BOLT EMBEDMENT-MASONRY __ (FIG 5) _ _ ___._______ ____ _�IN.>15"�- `V --—- -—-—- WOOD STRUCTURAL PANELS " - PLATE WASHER.__..__ ___ __ __ _ _ _ __.(FIG 5)_--------- _____.>3X3"XI/4" I/ 1` `I TYP.EDGE NAIL SPACING �: � r (Sd COMMON•6"'O C.. RAFTERS OR TRUSSES SPACED UP TO 16"O.C. ad •'IOd 6°EDGE/6"FIELD - ��` �� RAFTERS OR TRUSSES SPACED OVER VO.C. ad IOd 4'EDGE/4"FIELD 3.1 FLOORS v • - GABLE ENDWALL RAKE OR RAKE TRUSS ad 106 6"EDGE/6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER T80 CMR 55.00) _ ____ :.�v - I RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION-----------------(FIG 6)_______________________ _ _ _ Q FT<12' V - ' NON- I ;TYP.H2.5 TIES' ",.• , GABLE ENDWALL RAKE OR RAKE TRUSS 8d lOd 6°EDGE/6°FELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6) ____ .• ^ -LOADBEARING TYP.HORIZONTAL DOUBLE _ _ STUD HEIGHT > NAIL EDGE(STAGGERED NAIL - MAXIMUM FLOOR JOIST SETBACKS I - WGABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4'EDGE/4°FIELD 1 UPLIFT PATTERN ad COMMON!3"O.C. ' W/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR 6HEARWALL.(FIG V.____________ __ _ _____ ___Q Ff<d� I 71Q MAXIMUM CANTILEVERED FLOOR JOIST MAX,WALL 1 - OADBEARING - r SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 8)____________ Q F((d�L HEGHT 20' '- -V 16"WOOD STRUCTURAL STUD HEIGHT CEILING LLBSHEATHING _ FLOOR BRACING AT ENDWALLS __ ____.(FIG 9) ___ _ ______________ _______ _ _ _ �L ERTICAL PANEL SHEATHING GYPSUM WALLBOARD -,a-•,' - 5d COOLERS l°EDGE/K)"FED FLOOR SHEATHING TYPE- _ ____ .(PER 180 CMR 55.00) __ �L I .,', .;>. V MAX.WALL. WALL.SHEATHING FLOOR SHEATHING THICKNESS __- _ (PER 180 CMR 55,00) _ -VA_IN.�- ' - - a FLOOR SHEATHING FASTENING-_____ _______________(TABLE 2)�d NAILS AT & N EDGE/�IN FIELD 1 1 "- ,` - "• P.VERTICAL EDGE NAIL HEIGHT lo' • U STTUDS SPACED OD STRUCTURAL TON 24B O.G `Bd 1 IOd b'EDGE/@"FIELD +` 1 SPACING(ed COMMON 4.1 WALLS _O.G.) VP AND 25/32°FIBERBOARD PANELS Bd 3°EDGE/6°FIELD WALL HEIGHT ) r '•'-°, �Jid I 1/1°GYPSUM WALLBOARD - -5d COOLERS l°EDGE/b°FIELD LOADBEARNG WALLS _.(FIG 10 AND TABLE 5J .1-�FT<10'—�L - FLOOR SHEATHING -___ ___ __ _ __ _- • •• TYP.FIELDN IL 8P O CG - WOOD STRUCTURAL PANELS _NON-LOADBEARING WALLS ___ __-------(FIG 10 AND TABLE 5).__ __ ___ .Z-Fi"FTC 20'�� •;�•;> •• WALL STUD SPACING.__ ___ ___ .(FIG 10 AND TABLE 5) ............. _ _ IA IN<24"O.C.�_ I ' '„' ',"' Bd COMM e_ I°OR LE% ad IOd 6•EDGE/R°FIELD WALL STORY OFFSETS._ ___________ __ __________.(FIG T x B)----------------------------------- 0 F(Cd I/ GREATER THAN I' IOd IOd 6'EDGE/6°FIELD 4.2 EXTERIOR WALLS' WALL STUDS GENERAL NAILING SCHEDULE LOADBEARING WALLS.____________________________(TABLE 5)----------------------------2X12-__l__FT1zML LATERAL -- , 1 NON-LOADBEARING WALLS-------------------------(TABLE 5)----------------------------2X 1z-_:-FT_rzIN� t + GABLE END WALL BRACING' FULL HEIGHT ENDWALL STUDS____ __ ____________(FIG 10)._____________ _ ____ ___________. �L WSP ATTIC FLOOR LENGTH_____ __ (FIG IU _ __ FT>W13�Z ° r GYPSUM CEILING LENGTH(IF WSP NOT USED).______ (FIG IU.________:____ _ __ O-.Ff)0.9W AND 2X4 CONTINUOUS LATERAL BRACE a 6 FT.O.C.(FIG 11J __ __ ____ �� ,°p•°•°p e ° SHEAR e 0 e°.°d ro °' + " .. OR IX3 CEILING FURRING STRIPS•16'SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END------------ �L 3 0 - - "' " DOUBLE TOP PLATE e JOIST OR,TRUSS BAYS._________________ --------------------------------------------------------------.�L ° p '• ° •• " ° - - DOUBLE TOP PLATE - ° 0°o,° 24°O.G.MAX. 1° °d.e °d e• STUD O.C.MAX. SPLICE LENGTH.-_ _______ _.(FIG 13 AND TABLE 6)._________ ____ _."_8 FT�L r ° STUD SPACING, STUD SPACING°Ip SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE S)---------------------------------------- J ° •' ° o°- ° o - LOADBEARING WALL CONNECTIONS LATERAL(NO.OF I&D COMMON NAILS)._______ °D°•a d•° --" - _ - -"" ___.(TABLE V._______ _______ ______ _______.� � ','. b _ NON-LOADBEARING WALL CONNECTIONS - - - °-- °°" °. °. - - .�V•-� �� i ° x ` ° ° °__.(TABLE B)._____ _________ _______ _________� �_ , � � � On d° ". de d•• - r" DOUBLEHEADER LATERAL(NO.OF Ibd COMMON NAILS).________ LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) • HEADER SPANS.,_ '_-- _ .(TABLE 9) -- - - - AFT-DJ-3-1 L �- MAXIMUM WALL STUD HEIGHT STUD • e SILL PLATE SPANS ___ _____ ____.(TABLE 9).__ __ __ __ QFi�JN.<II'� FALL FULL HEIGHT STUDS MO.OF STUDS) ___ _.(TABLE 9) __ __ _ _ ___ SPACING NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) . EIGHT HEADER SPANS.__ ___ _ _(TABLE S) _ _3_FT_0G InN1.<12-1/ RAFTER CONNECTION AND WALL SHEATHING STUD - SILL PLATE SPANS- _ ..___ ___.(TABLE 5)._______ _ _ AFT SIN,(12'�� - LE JACK STUD FULL HEIGHT STUDS NO,OF STUDS) _ __.(TABLES) _______________ e. •• - GUB �L - i REQUIREMENTS AT EACH END OF HEADER ______________ _ '.. ., MINIMUM NUMBEIROF WINDOW SILL PLATE ' - EXTERIOR WALL SHEATHING t0 RESIST UPLIFT AND SHEAR BIMIILTANFAUSLT4 - - - _ HEADER SPAN HEADER. UPLIFT LATERAL MINIMUM BUILDING DIMENSION,(W) 1 T FULL-HEIGHT NOMINAL HEIGHT OF TALLEST OPENING2_________________________________________________________�'-9°<6'B°�� (Fr.) SIZE STUDS �.) (LB.) SHEATHING TYPE-------------------------------MOTE 4)---------------------------------------- 1/2 IN. L _ EDGE NAIL SPACING-----------------------------(TABLE IO OR NOTE 4 IF LESS)------------------- IN, a/ .. - - 1: 2' 2-2X4 .. I 2T1 132 FIELD NAIL SPACIN------------------------------ 10) ------------------------------------ _ IN. V SEE PAGE 5 OF 6 - .. 3' - 2-2X4 2 416 i98 ---- '---- -' ---- --- - '------- t SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)------------------------------------___ v _ I PERCENT FULL-HEIGHT SHEATHN------------------ 10)------------------------------------ % 4' 2-2X4 2. 554 264 „• . 596 ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8°(DESIGN CONCEPTS)_________________________ 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) ° NOMINAL HEIGHT OF TALLEST OPENING 2_______________________________________________________JkLs<ea'- 6' 2-2X6 3 831 3E6 :__:.;,'_______.._.._.3____________._;,'____________.a;_:______ SHEATHING TYPE_______________________________MOTE 4).____________________________ _1/2N.�L - l' 2-2X8 3 9l0 462 EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4 IF LESS)-------------------- IN. r .°d•e �'e .•O•e d•n .°0• .°dn .°On .'dn .°dn .°0'f FIELD NAIL SPACING_____________ 8� 2-2XI2 3 1,108 528 ° ---------------(TABLE ul IN.�L SEE PAGE 5 OF 6 ° SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE IU.______________________________________ �L 9' 3-2X10 3 " IJ?4l 594 .r.1° °, °, ,°• °, °• °i` ° ° °^ ° ° PERCENT FULL-HEIGHT SHEATHING (TABLE IU________________________________________% _�L 10, }2XI2 4 1,385 66O •° o'e 4e .°4, .°6, .°1- °n„ .`dn .°d° 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8°(DESIGN CONCEPTS)._________________________ �L ; 11' 4-2XIO 4 1,524 l26 TYP.ANCHOR BOLTS AND ,°.° WALL CLADDING °• o ° ° o• o 3°X3"XI/4°PLATE WASHER 'o, RATED FOR WIND SPEED) �_ - .°dn °On °OA °dn °de do 4•e 6'n do .°4'e WALL OPENINGS - HEADERS 5.1 ROOFS °' °• °• °• °• °• °• °• °• °• ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL,BEE BBRB WEBSITEJ - IN.LOADBEARING WALLS °°o'° °a° ROOF OVERHANG._________________________________.(FIGURE IS)._____________ 15_FT<SMALLER OF 2'OR L/3_)L > TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS - _ PROPRIETARY CONNECTORS °d'• UPLIFT.___ ______________________FABLE.12) U•'aQ.VPLF LATERAL_____________________________________ -------------------------------------L-Ilr2PLF SHEAR_______________________________________(TABLE 12)-------------------------------------S•�PLF�L RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T•26$PLF V GABLE RAKE OUTLOOKER----------------------------(FIGURE 20)-------------- 0 FT(SMALLER OF 2'OR LJ2�L TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS ' -UPLIFT----------------------------------------(TABLE 14)-------------------------------------U+-413-LB. LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE 14)-------------------------------------L•14BJ..B. V STUDS AND HEADERS ROOF SHEATHING TYPE------------------------------(PER T80 CMR 58.00 AND 55.00).___ ROOF SHEATHING THICKNESS___________________.___________________________________________ IN.>l/16"WBP�L . ROOF SHEATHING FASTENING.------------------------- (TABLE 2).__________________________ _______- AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN QQ//QQ//QQ/f /�_ // n// f DATE REVISION DRAWN BY PAGE SOARES RESIDENCE RENOVATE EXISTING AND wwwoNol4ommEsIaHs,co° 12_12_11 » JB • o I,= " J� I��slgns 351 POPPONESSETT RD. ADD MASTER BEDROOM ) N ���MG°CODWEB ND ORDR ANCq�B pE9R�IG�y9�MAY N BE HFLDWARE9PON9R3 E ` E-E oE�NR°�°Y`�L���m�e�A ABLE :;��6��F� F���'��� ` Po�+>� COTU IT, MA. AND BATH. °z FOR SAE CANDRIONS OR FOR THE USE OF TNE5E DRAWINGS W NG GONSTRUGTION. PRACTICE)OF DON6TRIlCTION.VERIFY DESIGN WRN LOCAL ENGUl1E" WRN LOCAL ENGII®i A-BWLDING IXSICW.B. �J6A4HBJABLE/S4 OdYB �'�gl 4���� rWALL LENGTH=2Z-' -—-, - RILL HEIGHT SHEATHING•19�_' rWALL LENGTH- g= " ACTUAL SHEATHING-_@fq_% I RILL HEIGHT SHEATHING• -&" , (Min.Requlred--23_96) ACTUAL SHEATHING=_24_% ` RATIO, 1.50 RA(M� eoqulred�%) EDGE NAILING=�O.C. - _ FIELD NAILING=_j2'_O.C. EDGE NAILINGa�O.C. - - —-—-—-—-—-— ��O�T01� FIELD NAILING•--O.C. Luj b-5 II/I6' 12-5II/16 SHEAR IN .100% ® WALL OHEAR m .WALLR: - ' WALL R R SHEAR, 'SHEAR ;SHEAR:- _. °WALL ,', WALL WALL ERHIN Eli EXISTING 4 8 • 10'-0" - 8'-0.. SHEAR WALL FRONT ELEVATION SHEAR WALL LEFT ELEVATION LENGTH, -Q— — , • _ F - FULL HEIGHT SHEATHINEw 4'-B' ACTUAL SHEATHING d1 % - ' I (Min.Required %) I' " - RATIO=J,@C_ EDGE NAILING- Gam"O.C. - FIELD NAILING=JZO.C. rWALL+LENGTH.Ie,-G„----,-:` ♦ r- --- —„---- .. _ -T _ s rWALL H 26-e. - LENGT WALL LENGTH=�Q _ FULL HEIGHT SHEATHING=IS'-4' FULL HEIGHT SHEATHING-JZ I - - FULL HEIGHT SHEATHINC-�- • - ACTUAL SHEATHING=_L% I • _ . - _ I ACTUAL SeHqEuAirTeHdING=�_�% � � N (Min, Re ulred_A{Z%) (Min. RATIO. "50 RATIO=J,- EDGE NAILING�O.C. RATIO= . - -> '. EDGE NAILING-_6 O.C. ,- _ - EDGE NAILING=�O.C, FIELD NAILING=--O.C. ' - 'FIELD NAILING,J�O.C, FIELD NAILI----.C. L_—_—__—_—_—_—_J U ASPHALT ROOFING - • S� EXISTING VAT12 .. i ..�®�"®�'� ..'WALL :. SHEAR SHEAR: SHEAR- : SHEAR SHEAR WALL WALL - -WALL' - WALL :WALL X O N//����' .'._ SHEAR WALL REAR ELEVATION SHEAR'WALL RIGHT ELEVATION .. BUILDER JOB ADDRESS DESIGN p_ // DATE REVISION DRAWN BY PAGE SCALE SOARES RESIDENCE RENOVATE EXISTING AND wwwo�Jo° ° � OV�o 12-12-1 N JIB •_5_oF__9_, 1/4"-1'-0" 45 Deslgns 351 POPPONESSETT RD. ADD MASTER BEDROOM W N DF DRAW NG9 LEAVES FURDHAgER RE•a,N�®E FOR CAMPL ANCE WnN ALL L EXdLT SIZE Alm REItV9RCETIENT OF ALL CONCRETE TOOTINGS W ALL FOOTMGS BNALL EMElm BELOW FRO9TLME,.E —DIE—, • • - LOCAL SIILDMG CODE9 AND ORDINANCES,AS DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DE MNED BY LOCAL SOIL CONDTIONB AND ADCEPTABLE lU VB31FY 8TWI RAL ElEMENTO FOR DESIGN SIZE P.O.BOX 169 (r 0.)494-W-94 + COTUITT MA. AND BATH, °zl FOR SITE.CONDITIONS OR FOR THE USE OF THESE ORAIUINGS WRING f NSTRIICTION. F'RAGTICEO OF DON9TRUCTION.VBiIFY DESIGN WI1N LOCAL ENGINEER. WRH LOCAL ENGINEFIi AND BUILDING OFFICIALS. nmT awxeTdBLE ryq py N' ✓Omer J Jr& Sertina Everson REFERENCES: /1 IP Assessors Map: 019 �./ Fnd 0 Parcel: 116 pO�e Plan Book 94147 .... S'Sett (40• Wide _ 1 Public Way) I yW l"• ...'... Ed a of Pa vement ROc7of FLOOD ZONE: I j1 v � S7g 2g 20'f 01-1 I� / 80 00' I Zone X (not a flood zone) I o I I'o' 1 1''"• '"'' 1 OHW_ FEMA Map #25001C0752J 1 lA rox Se -ild I I Jul 16, 2014 j o I as per BOH,......i:...'.•...• l ��l y I O , ,0 1 as—built card .; 33.0 , o p i jI I a Proposed 141.0 o Porch ZONE: 3 a I Proposed Mudroom RF 0 1 l �`°tih #35j Area (min.) 87,120 SF (RPOD) 6 11 1 St 1 Frontage (min) 150' F 21.7'i DW ling f 15.4' Width (min) no Setbacks: I I New Fron t 30' I '' Chimney Side 15' Rear 15' I o:: I ' New OVERLAY DISTRICT: I •' ^ I, Wood Deck AP — Aquifer Protection District �I New Cellar Access ll � I O cN \\ Fireplace a 1 \ h ji - o i J6.94 —/ j W u c 0 3c Q 6 m 15.0' J OF YAssx.` O y o RICHARC) L'HEUREUX N0 34312 E' J 98.9, ANO LOT 158A 23,663f SF �J NOTES: Pin w/Cap WA� 1.) The structures shown were located on the ground Fnd �® y by conventional survey methods on (or between) 8� JONor NiF �99�' 22, 16/MAY/08 and 16/NOV/17. G Toy/o,trust CB/DH �6933• <� Trs Fnd 44?S 40'4, \ / � i) The property line information shown hereon .was ® compiled from available record information. Prepared For. R'ahoro iy/� e & 3.) The elevations shown are based on approximate George R& Bertina Soares 354 Poponessett Rd mean sea level (NAVD'88) from Barnstable GIS Rei//y Cotuit MA 02635 mapping. Sheet # Title: Dwg # CapeSury PlanShowing Proposed Additions C718-1c7l At 351 Poponessett Road Sale, of 1 23 West Bay Rd, Suite G Osterville MA 02655 (508)420-3994 (508)420-3995 fox BARNSTABLE (cotuit) MASS. Dote copesurvOcapecod.net, 281NO V117 L