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HomeMy WebLinkAbout17A HIGH SCHOOL ROAD Sc ooi -Rd, E + k>yl tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land su surveys rwL®ING DEPT. Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala,P.E.,P.L.S. NOV O ZOZO Daniel E.Gonsalves,P.E.,S.E structural design November 3, 2020 ABLE Craig J.Ferrari,E.I.T.,S.E. TOWN OF BARNST site planning Brian Florence, CBO Town of Barnstable Building Commissioner SCANNED sewage system 200 Main Street designs Hyannis, MA 02601 inspections RE: #17 High School Rd, Hyannis, MA permits Dear Mr. Florence: This memo is to inform your office that the site work at Jake Dewey's site at#17 High School Road in Hyannis, MA has been completed. Some minor deviations are the rubbish pad/fence was relocated to better serve the property, but the fencing remains more than ten feet from an abutting lot line per the BOH regulation, and substantial existing trees were preserved on the perimeter which overhang the lot rather than plant island trees. We staked for construction and observed the sitework. The overall alignment is very close to the proposed plan. Pursuant to -` Zoning Section 240-105 G I hereby certify that the above referenced site was constructed in tsubstantial compliance with the approved Site Plan. Attached is an as built site plan which was prepared for the property. If you have any questions,please do not hesitate to contact me. SH OF MgSSq ���SH OF MgSsgc Very truly yours, °�� DANIEL cti� DANIELA.A. OJALA yGs 1 o OJALA N CIVIL co t No.40980 No.465020 0,PLS � 0 °� FGIST PE t:Daniel A. Ojala, �°No suRv� �ss�o"AL Down Cape Engineering, Inc. Encl. Building Specification Summary Property Organization inspection Status 185 Ridgewood Dr Home Energy Raters LLC Results are projected Hyannis, MA 02601 508-833-3100 Model:Townhouse End Chris Mazzola Community: Seaside Townhouses Builder 185 Ridgewood Dr-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1 -x25Gp Building Information Rating Conditioned Area[ftq 774.50 HERS Index 56 Conditioned Volume[ft'] 6,523.00 HERS Index w/o PV 56 Thermal Boundary Area[ftq 2,270.60 Number Of Bedrooms 2, Housing Type Townhouse,end unit Building Shell Ceiling w/Attic I R49,BFG,18',10x16,G1 U-0.02 Windows(largest) U-Value:0.3, SHGC:0.3 Vaulted Ceiling None . Window/Wall Ratio]0.07 Above Grade Walls I R15,FG,4xl6,G2 U-0 07 Infiltration 12.5 ACH50 Found.Walls one I N Duct Lkg to Outside 130.CFM @ 25Pa(3.881 100 s.f.) Framed Floors R30,FG,1Ox16 L . ,G2 R-30 Total Duct Leakage 130 CFM @ 25Pa(Post-Construction) Slabs I None , r F Mechanical Systems Heating Furnace•Natural Gas•95 AFUE. Cooling. Air Conditioner•:Electric I-13:6EER e Water Heating Water Heater-Natural Gas•0.82 Energy Factor Programmable Thermostat Yes Ventilation System 57.0 CFM•8.7 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100%; Clothes Dry er CEF .'. 2,6 Refrigerator(kWh/yr) 655.0 Clothes Washer LER(kWh/yr) 151..0 Dishwasher,.Efficiency 271.k1Nh Clothes p Washer Ga acl ty 3.3 Ceiling Fan None Range/Oven Fuel Electric Ekotrope RATER-Version 3.1.1.2314 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary Property Organization Inspection Status 185 Ridgewood Or Home Energy Raters LLC Results are projected Hyannis,MA 02601 508-833-3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses 185 Ridgewood Dr-Unit 1 Builder Dennis Mason Ridgewood Drive 185 Unit 1-x25Gp8Xd General Building,! rrnation, 7771 Number Of Bedrooms 2 Number Of Floors 2 Conditioned FloorArea[sq.it.] 774.5 Unconditioned,attached garage? Yes Conditioned Volume[cu.fLI 6,523 Total Units in Building .4 'Residence Type Townhouse,end:unit , Floor Number Model Townhouse End Community Seaside Townhouses Climate Zone 5A Foundation Watt Y fi 4 ; None Present Foundation 1A/al!Libra List ` µ ,�, �:, r v t None Present 614b LibraryLitt" .. .�. •- w= � .� � , � �, '�" .w...,..' n ,;,,.�i�"�-��.�'�wrt�.—.��..,e.���.w��„ a� � ,.�+ s:«haT+..c�: •..�t '�' .�,.��.S ,�w f4' ;i �'a•�a�A, � 4r iy, �r`G,�'4�7r.�3�4�§s ! Name t.ibrary Type Carpet R � �FloOr Grado>.�.'. .."..�..""..�'"'a.��,,--,�,�;�.•'' Surface Area Location >basement `030,FG00x16,G2 1 Atidve Grade 371.0 ft, . Uninsulated Unconditioned Basement >basement stair R15 FG 10xi6 G3 stringer 1 Above Grade 33.0 ft= :Unlnsulated Unconditioned Basement Buiidfng Summary Property Organization Inspection Status 185 Ridgewood Dr Home Energy Raters LLC Results are projected Hyannis,MA 02601 508-833-3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses Builder 185 Ridgewood Or-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1-x25Gp8Xd 1=ramec!' .lour Utirary list Name Etfective R-value ' R15.FG,10x 16,G3 17,313 R30,FG,10x16,G2 24.90 llfijoist Libra s t" y Name ry TypeSurfac Area Locatlo 1st>2nd runners R20 31.0 it, Exposed Exterior >1s1>2nd blockers: R20 26,0 ti' Exposed Exterior >abdiaGc blockers .R20 26.0 fl' Unconditioned,attached garage - F Name. EHecTive insulation tion R-value R211 - 20.00 Name Library Type Surface Color Surface tiros Location >ambient R15 FG,4ii16,G2 Medium a 883.6 It Exposed Exterior >unfinished basement R15 FG,4x16 G1 Medium 74 1 R'Uninsulated Unconditioned Basement abdiatic R21 FG,6xi6,G1 Medium 403.0 itx Conditioned Space(Adiabatic) Z Building Summary Property Organization Inspection Status 185 Ridgewood Dr Home Energy Raters LLC Results are projected Hyannis.MA 02601 508-833-3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses Builder 185 Ridgewood Or-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1-x25Gp6Xd Wait Libras Lis# ,.. "Z;F= r,. � . Name �' •�;..• :....,i++�:�.:a....,�.- � _�`f'' �;_ �,'. ,r-,e 4 � fq�,t, Effective R-value - dam,. R15,FG.4x16,G1 13.029 R15,FG,4x16,G2 12.534 R21,FG,6x16,G1 17.671 GlazingwN s z y Ez .0,'';, y. Name Ubrery type iNall Assignment Foundation Wall Overhang Depth Overhang FCTP Overhan&Ft To ON ntatloe' Surfacerea Assignment To ottom Front U:0.30,SHGC:0.30 >ambient 0 0 0 South 45.0 it' Rear U0.30,SHGC:0.30 >ambient 0. 0 0 North 31.3 ft` Right U:0.30,SHGC:0.30 >ambient " 0 0 0 East 22.5 ft' �M Gazing Library Liat 4 , Name Shge U�factor U:0.30,SHGC:0.30 0.3 0.300 None Present "` S li(}ht LibraryLitt h Fg None Presem - 3 Building Summary Property Organization Inspection Status 185 Ridgewood Or Home Energy Raters LLC Results are projected Hyannis,MA 02601 508-833-3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses Builder 185 Ridgewood Or-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1-x25Gp8Xd Qlpiaque-Door- .4, .Y.. * ,...�:«� d�Re �¢} �..•# Name Libre ryType Wall Assignment Foundation Wall Emittance Solar Surfs ee Color" ' Surfs Assignment Absorptance Locatlo >front TherrnaTru,Opataw >ambient 0.9 w/2 side lites fi 0:75 Medium 20.0 ' Exposed Exterior >rear ThermaTru,Opagut 0.9 0.75 Medium 20.0 fi Exposed Exterior Opaque Door Llbrry List , t a � .:f Name} Effective R-value j ThermaTru.Opaque 7:143 ThermaTru,Opaque w/2 side liter 5.435 RoofJn lation Name-`"--""0brary Typa gittc`Exterior Area(s.t.j Clay or Concrete Root Surface Colsr 8urfaee Area��"'°""--t,pcation Tiles. Attic Hatch R10 XPS,2",G1 7.5 No Medium 6:O11' Attic Attic flat R49,BFG,18-,10x16,G1 496 No Medium 397.O It, Attic Roof insulation-Library List x Name Has Radlartt Barrier EffecHvie R-value RiO,XPS,2-,Gi No 11.505 R49,8FG;18-,10x16,G 1 No 49.02 1Mhpie Mouse;lnfiitration t .7,. Infiltrationh Mea sure nleni Type 8heiter Class 2.5 ACH at 50 Pa Blower-door tested 4 4 Building Summary Property Organization Inspection Status 185 Ridgewood Dr Home Energy Raters LLC Results aro Hyannis,MA 02801 projected -3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses Chris Mazzola 185 Ridgewood Or-Unit 1 Builder Ridgewood Drive 185 Unit 1-x25Gp8Xd Dennis Mason Wt@chanical VbnUjWb- r, _ < f Ventilation type VenUlatlon RIaNt�u e! OperaUonai hours per day Fan Watts Runs once'everythree aEne hours rgy Recovery Percent Exhaust Only 57 24 8.7 yes. .' 0 Lighting /o interior Fluorescent %interior LEO'Ugtit'ing 9ro E>neiioi Fluorescent gL'Exterior LEG Ughttng.°�Garage Flusc—'"�ore ont�%Garage LED UghUng Lighting Lighting Lighting 0 100 0 .100 0,'. 100 G@n@catiOtl`7 tVone Present Onsite GeneratiOn Library k � "List k . F one Present Solar,G@n@ration None Present ' Sour.Gainer Son L Mary Liat} None Press Oil 5 Building Summary Property Organization Inspection Status 185 Ridgewood Or Home Energy Raters LLC Results are Hyannis,MA 02601 508-833-3100 projected Model-Townhouse End Chris Mazzola Community:Seaside Townhouses Builder 185 Ridgewood Or-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1-x25Gp8Xd CondMonin9 E quiprnent Name Llbra °• ' _ on ry Types'p`Heating Percent Load Cooling Percent Load Hot Water Percont Load Locad AC(1) ACC,24k,13SEER 0% 100% 0% . Unspecified DHW INSTANTANE0US,EF82.0,NG 0% 0% 100% Unspecified Furnace(1). FURNACE,AFUE95.0,NG 100% 0% D%. Unspecified Eau711 %pmenf Type:,ACCI24k,13SEER ro , Fuel Type Electric Distribution Type Forced Air Motor Type PSC.(Single Speed) Cooling Efficiency 13 SEER Cooling Capacity[kBtu/h). quipnent Ty :::FUR�ACE;AFUE95 O,NG K 7 Li Fuel Type Natural;Gas Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 95 AFUE Heating Capacity[ketulh) - 60 Use default EAE - Yes .EAE[kWh] 767 Equipment Type: [WSTANTAAIE,4tlS,EF82 0��lG` Fuel Type "Natural Gas Distribution Type Hydronic Delivery Hot Water Efficiency 0.82 Energy Factor . Tankless? Yes . 6 Building Summary Property Organization Inspection Status 185 Ridgewood Or Home Energy Raters LLC Results are projected Hyannis,MA02601 508.833-3100 Model:Townhouse End Chris Mazzola Community:Seaside Townhouses Builder 185 Ridgewood Dr-Unit 1 Dennis Mason Ridgewood Drive 185 Unit 1-x25GpBXd Distribution System 4 Distribution Type Forced Air Heating Equipment Furnace(1) Cooling Equipment AC(1;)' Sq.Feet Served 774 #'Return Grilles - ;:2 Supply Duct R Value 6 Return Duct R Value. 6 Supply Duct Area(ft9 270. Return Duct Area(ft9 :':_100 Leakage to Outdoors 30 CFM @ 25Pa'(3.88 1100 s f) Total'Leaka e 9 30 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct'Location Basement(uninsulatedy Percent SupplyArea 50 Percent Return Area: 50 Duct 2 Duct location ,Conditioned Space Percent Supply Area 50 Percent Return Area 50 Duct 3 Duct Location Conditioned Space Percent Supply Area p Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area p Percent Return Area-. 0 Duct 6 Duct Location Conditioned Space Percent Supply Area U : . Percent Return Area 0 Has Ceiling Fan No Cfm Per Watt 70.42254 Water Distirtbut�on ;,� � � y� r} 7771 Water Fixture Type Stander_d Usebefault Hot Water Pipe Length Yes -At Least`R3:Pi0e Insulation?: Yes Hot Water Recirculation System? No Recirculation System_Pipe Loop Length(ftJ Drain Water Heat Recovery? No 7 Building Summary Property Organization 185 Ridgewood Or Home Energy Raters lLC Inspection Status Hyannis,MA 02601 Results are projected Model:Townhouse End 508.833-3100 Chris Mazzola Community:Seaside TownhousesBuilde 185 Ridgewood Dr-Unit 1 ennisr D Ridgewood Drive 185 Unit 1-x25Gp8Xd Dennis Mason Clothes Dryer t Fuel Type Cef Electric.. 2.617 Field Utilization Timer.Controls . Cloth"Washer. Label Energy Rating 151 kWtVYear Electric Rate SO.. .kWh Annual Gas Cost 312.00 Gas Rate SIIUrherm Capacity, 3.31 Imef 2.15474 AP.Pliances and Controls Programmable thermostat?. 'Yes Dishwasher Size Standard DishwasherEirciency. 271 kWh.,. Range/Oven Fuel Electric Convection Oven? i No r: r Induction Range? No Refrigerator Consumption `655 kWh/Year oe5 Errors and Warnings have been Rater Reviewed. Streibert Associates Architects PRC"ME C-E : . 15 Linden Tree Lane, Chatham, Massachusetts 02633 y; L; REVE Mr.Jeffery Lauzon, Chief Local Inspector Building Division, Town of Barnstable 200 Main Street Hyannis, MA 02601 .w':.=•:.�.. .'.¢��...... _ r�'1°J:;''ifiir`f!)rl7irl.�,itr�Jl�ett�'J'�liJj��''1'��`J��fj'lltar;js t J44 i t It l ttl t it t i flit 1 11 it dill i t it dill Streibert Associates - Architects 508-945-1459 15 Linden Tree Lane, Chatham, Massachusetts 02633 Fax:508-945-1734 E-mail:tp.streibert@verizon.net 30 July 2020 Mr.Jeffery Lauzon, Chief Local Inspector Building Division, Town of Barnstable 2�00 Main Street Hyannis, MA 02601 Re: 17 High School Road Sub): Party Wall Inspection Inspector Lauzon: Yesterday and today, I made a full inspection of the Party Walls at the four two family houses at 17 High School Road in Hyannis, MA. The party wall facing the First and Second floors will be fitted with two layers of 5/8" Type X Gypsum wall board with 2 layers of full 3" batts of Johns Manville mineral wool insulation. This assembly is noted by the manufacturer to meet the one hour rating. The first.floor struciure'achieves'separation by 5/8"-gyp8um.wallboard nailed.to both sides` of the blocking.that was installed between.the first floor. joists. The second floor joists.-were constructed with two band joists, separated by a 1 " gap, over the two separated 2 x 4 framed walls that makes the Party wall. It is into this 1" gap that mineral wool insulation is driven to separate the two units with 1" of Johns Manville incombustible insulation to achieve the required fire.separation. Other areas needed correction to close interrupted wall surfaces. One was in the attic where_ the units are separated by a layer of 5/8" DensGlass Fireguard sheathing. It is an exception allowed by code. And one was to add fitted pieces of 5/8" Type X Gypsum wallboard behind the stair stringers inside the stud space. Another correction needed to be adding fire blocking to walls where the ceilings was lowered in the Powder Room and in the Laundry. Another instance occurred where the electrical panels were installed back to back, which were separated by a 5/8"-piece.of gypsum-wallboard. All these additions were added to each of the four two families The entire partiy'.Wall'meets the-intent of the IRC.R302.3;with a rated:one hour wall;the equivalent fire safety of protected first floor framing, aff incombustible.barrier at the.second floor framing, a correction for the stair stringer,and the code exception for attics. � r N0,2996 ' Theodore P. Streibert, AIA , ,.�N ,a Principal «NoFC0. r Streibert Associates - Architects 508-945-1459 15 Linden Tree Lane, Chatham, Massachusetts 0263327A NN Fax:508-945-1734 ® , E-mail:tp.streibert@verizon.net �� 21 July 2020 Mr.Jeffery Lauzon, Chief Local Inspector °��d�SN� sI " `- wl Building Division, Town of Barnstable 200 Main Street OZUZ g �nr Hyannis, MA 02601:. '1d3a MOM Re: 17 High School Road Subj: Party Wall Cross Section Inspector Lauzon: I have submitted a cross section detail to the two families at the referenced site. This drawing is resubmitted herein, stamped, signed in triplicate. Since the buildings are at the point of rough inspection the section must take into consideration the as-built status of the party wall assembly. The party wall is shown from floor to ceiling structure on each of the two floors with a 5/8" layer of Type X gypsum wall board applied to two layers of 2 x 4's @ 16" o.c. separated by a 1" gap. This assembly is noted by the manufacturer having attained a one hour rating by UL U305. The submitted cross section identifies this assembly to be a total of 17'-6 1/4" high from the concrete foundation to the second floor ceiling with gaps of 11 '/a" at the first floor framing and 10 3/4" at the second floor framing. The first floor framing will be protected with a 5/8" layer of Type X gypsum wallboard applied to both sides. The second floor framing is protected by 1" of mineral wool driven into the gap between the two band joists separating the units' framing members. The attic of one unit is separated from the other by a single sheet of 5/8" DensGlass Fireguard sheathing. The entire party wall meets the intent of the IRC R302.3 with a rated one hour wall, the equivalent fire safety of protected first floor framing, an incombustible barrier at the second floor framing, and the code exception for attics. I have revised the drawing of the Party Wall Section to show the above protections and submit three stamped copies with this letter. I will inspect the assembly upon its installation and submit a Final Certification letter that the assembly meets the building code. Sincerely, O N0.28:96. c, Theodore P. Streibert, AIA Rk Principal ny �taSSP� A Town of Barnstable Building �) to s n d 'r �Posfv-This Card So That tt is Visible Frorn the Street Approve ;Plan Must be"Retained o Job and this Card Must be Kept Y �AHI$ • iPosted Unfil Final Inspection HasBeen Made x � ga �b�p. I w „s.:'��x �„;w� ...,r,;,'^n� vtt, b�_..,; .,"x-^,. ;�' .�`vn^ {�'�,:� .:?' x„ Po..�s• �';. . :.: �: >r� ,� . .':t� `�s`�`.,,�"`.. ,� ;�a� .,is ;% ° ,Where a Certificate of Occupancy is Regwired,such Bwildmg shall Not be Occupied:unttl a Flnat Inspection►has been made , Permit ra.st':.. . dmH...,.,. ... .;,,.r.....+«ww,niY'.erw..t..rk':?=£k.iv:..rak.r!W$:Zf.:� ,.�n*'.`df^C..+.ui.:"'x�. , i-., .r h.,f:..ah„-.....w."�..+a:a+:AFawn�:t.'e•=::.3L:t.M�f.L.+{r,..w.+e e.. ..F Fm:w"1M3'sr;4:'1k n e i ksi:'.s a'i. -nb..,'d•.sfau. �.Ia s� }..:dw� Permit NO. B-19-4220 Applicant Name: DENNIS L MASON �' Approvals Date Issued: 02/05/2020 Current Use: tt Structure Permit Type: Building-New Construction-A or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD,HYANNIS Contractor Name:;: DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T Contractor License CS7-074821 2 Address: PO BOX 614 Est Project Cost: $300,000.00 Chimney : HYANNISPORT, MA 02647 Permit,Fee: $1,655.00 Description: construct new 2 family rental townhouse design wood frame- t;.' Insulation: asphalt blend roof-Units F&G r Fee Paid S 1.655.00 t � Y Date 2/5/2020 Final: Project Review Req: rtic f - .strv� Plumbing/Gas ' f 7 � Rough Plumbing: BuildingOfficial Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within ix;'months afteiissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents far 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 Iaws and codes. g 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. ; r 3 " Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:¢ " ;� x > Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection ` 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior.to Frame Inspection Final' 5.Prior to Covering Structural Members(Frame Inspection) h'Low Voltage Rough: 6.Insulation g g 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. ' "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A) Final: -- - - - T - - 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 ' m "rt.'*::Y�t *?.i `.3•°,'-"°3 '^c,ar w...*.�,; 3 ..� '� `r »-A "a °. �"9a.." °`t`,;«c *' ,. 5' 1�AK. :5r .wn,.% 't av :.a ',, 'x;«x '.F' ��'.. PostThrs Card So That�t is visible From the Street Approved';Plans Must be Retainetl on Job and this CardMust be Kept fi An.e ., ,,... ,.a ,. sw. .,� $.?' 'z 4T a.�;.1 s.,�,, r sr�'� � s :tea, .i. ,.r •e ;r .z MARL Posted Until Final Inspection Has Been Made$ ' � ��. ` x t 1634. � I�Whe '° a " Permit re a Certificate of Occupancy�s Required;;such Building sF all Not,be Occupied until a Final Inspection hasa een made Permit No. B-19-4221 Applicant Name: DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/05/2020 U Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD,HYANNIS Contractor:Name: DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T :Contractor License CS=074821 2 Address: PO BOX 614 11 Est Protect Cost: $300,000.00 Chimney: HYANNISPORT, MA 02647 k ,; Permit Fee: $ 1,655.00 ' Description: construct new 2 family rental townhouse design wood frame- Insulation: asphalt blend roof-'Units D&E = Fee Pald $1,655.00 { __� � Date 2/5/2020 Final: Project ReviewReq: 'x' fi`;v �vr; p ryKk ` , Plumbing/Gas Rough Plumbing: 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 docu men ts':for which tfiis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shailybe 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 pubUc inspection for the entire duration of the Final Gas: work until the completion of the same. V. s ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building antl Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:I - Service: 1.Foundation or Footing ` 2.Sheathing Inspection Rough: 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) 6.Insulation Low Voltage Rough: 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. "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 . Fire Department - All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Townof Barnstable fiPrt�o..:s,t gt".^.T''"Yh is°A C„_na-.wr d SJ"o(-"".T::1h a"t' "�t"..i.s'1'sa/c�"s'>I.b.,�?l"e rFr#o'm•K<.th,Weiy Str.e,';:et"Av«:pi�r,',p,-""rrrXo.,vets,.l"'zYP lan`.•"sr'Mi'L'u"�s.ifb«eM.Rfixe-ta,.in w.e rdr•o'n<dJ,30 ! b,Ia;n:?drs'.t ds Ca^d>., Building Must be.Kepty +x • 7iAhNlri'ABt.6. SY-,e•..;r. �..: ".� :>.x .g.,::.;;� b •ate": m=Tx;.:.: + - � `'„ 3 -� �# %� -..�. • M" Posted Until Final Ins ect on Has Been Made = r� s ; s439 are.., .: .y � i R ri,r P . x Permit oN Where a Ceitcate of Occupancy.�s Required,such Building shall Not be Occupied until a Frnal Inspection has been made =.wsc,.rM.. ,. ,+a,.sv.z;. «';«4`sz,�`aa�.ar«,�l;r. .�s:.w xs....,a,.w...:w t.r w..we".wan d,,...acTs4....r w:ai,,..r raL.:, ..a.,�ar...:Ko. rr .Mr.R...o.,.,•« .w..;a;, ,.w,w,u.„„ w �. , Permit No. B-19-4222 Applicant Name:, DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD,HYANNIS Contractor Name:'. DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T Contractor.License: CS-074821 2 Address: PO BOX 614 Est Project Cost: $300,000.00 Chimney: HYANNISPORT,MA 02647 , it Perm Fee: $ 1,655.00 Description: J-K CONSTRUCT NEW 2 FAMILY(RENTAL)TOWN HOUSE DESIGN- i Insulation: au r Fee Paids' $1,655.00 WOOD FRAME ASPHALT ROO 1 r Date 2/5/2020 Final: _ Project Review Req: t '«r >` * 2M� t Plumbing/Gas. Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six,mQnths a'fter:,issuance. All work authorized by this permit shall conform to the approved application and the approved construction documenis 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 inoectwn for the entire duration of the Final Gas: x work until the completion of the same. ps Q Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing > 2.Sheathing Inspection 4 '' W Rough: h: 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) 6.Insulation Low Voltage Rough: 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" (asset 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 BU11C1111 'tlse.^ '. •� .'r i v: "'v-a t..b'""', 3 ,,,i<,;r x n•n'nrt a 'zx.z, r."«•`w+x"ro.y,z"°f' .«:� +aw,--a ,why F'.,�"5V# g ��� ',• POS1r:ThIS Card SO That rt IS 1/isrble.FroMA h Street Approved,.Plans Must be:Retair%d on"J,ob and his Card Must be.Kept ' 6 v ., «. 3 „:b" s+- 6�. � ,� „� ��.� � ,��„� Permit s Where a Certificate of Occupancy rs§Req:urred,such Budding shall Noi be Occupied until a,Frnal Inspection has been made ,..r Pa,.-,,�.:::,••++..*n,.w�',.ws..>....w-...u.:a...a�,..-�.....:,.,=.Tw...a�+...A»r,. "..�. �..,m...r.M.,s..::,� .u....'w.r.....:.+.,Fuss�s�..:x ..:ru...,..�ti�rt: ,.z.>s.3�.,i;,,,-.r.a .w.....u...�*,...Fx�....e.",,,,s-..�aa e.a.a. .. aa,. _ Permit NO. B-19-4223 Applicant Name: DENNIS L MASON ^\V f @ Approvals Date Issued: 02/05/2020 Current Use: r Structure Permit Type:'-`Building-New r - Expiration Date: 08 05 2020 ' foundation: yp g e Construction 1 or 2 family p / / R � Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD,HYANNIS Contractor Name DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T - Contractor License CS-074821 2 Address: PO BOX 614 EsPCost: 300,000.00 HYANNISPORT, MA 02647 Chimney: 3 �iPermitFee: $ 1,655.00 Description: UNITS H-1 COSTRUCT NEW 2 FAMILY(RENTAL)TOWN HOUSE & Insulation: DESIGN WOOD FRAME-ASPHALT BLEND ROOF fee�Paid $ 1,655.00 x, Final: Date , 2/5/2020 Project Review Req: Plumbing/Gas z Rough Plumbing: x •: �,Y . ti Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within siic�months a#ter:;;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: Ali construction,alterations and changes of use of any building and structuresshall b'e 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 rispect!on for the entire duration of the Final Gas: work until the completion of the same. - f Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: a Service: 1.Foundation or Footing ° 2.Sheathing Inspection Rough: 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) 6.Insulation Low Voltage Rough: 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: e IR Town of Barnstable Building f .� Post Thrs•Card So That rt rs Vrsrble From the Street App"roved Plans Must be Retained an Joband this Card Must be Kept Atwsewets Posted Untrl'Frnal Inspection Has Been Made f �` o ,Where�a Certificate of Occupancy.is Required,such Buddmg'shall Not°be Occupied until a Final Inspection has been made er Permit No. B-19-4220 Applicant Name: DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD, HYANNIS Contractor-Name:;: DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T Contractor License; CS-074821 2 Address: PO BOX 614 ` Est Protect Cost: $300,000.00 Chimney: HYANNISPORT, MA 02647 permit Fee: $1,655.00 Description: construct new 2 family rental townhouse design wood frame- Insulation: - asphalt blend roof-Units F&G FeetPard. 5 1,655.00 Final: Date 2/5/2020 Project Review Req: T �IrcFn �. e� � �� �„• Plumbing/Gas Rough Plumbing: X Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work ai thorned by this permit is commenced within six monihs 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 strutturesshall be in compliance with the local zoning by laws aril codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicjinspection for the entire duration of the Final Gas: work until the completion of the same. � �� � • g t ` Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officals are provided on this'permit. Minimum of Five Call Inspections Required for All Construction Work � � �. F Service: a'r 1.Foundation or Footing ' 2.Sheathing Inspection Rough: . . 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) 6.Insulation Low Voltage Rough: 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. ,.4 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final Town of Barnstable Building c Post:This Card So That it�s UisibleFrom the StreetApprovedPlans„xMust beRetamed�onJob andrth�srCard Must:be Kept KAM Irispe tioiiHashBeen P7eyt 163p �% r tt <: ' •a ,A 1 r r Permit i t earu�° Where a Certificate of Occupancy;is Required,such Bu�ldmg shall Not be Occupied until a Final Inspection has been made �Ae., aa,ew.o.,....•... a«..•,..1..`.�..y s.�,-�.._- ... �m, .,i`«i,� ,s. e. ..,.,�a.�wr�,....��.a-...«c�„>�u�.5. _-,+.,,i -. ,.w»..�.,>�..�, ..� �:•e_ m.,..,,...x...„�<...a-..__—..�.,.�a z-,.,".%,�..,xtxa - Permit No. B-19-4221 Applicant Name: DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: Location: 17 A HIGH SCHOOL ROAD, HYANNIS y Contractor Name: DENNIS L MASON Framing: 1 Owner on.Record: DEWEY;JACOB T Contractor:License CS-074821 K Y; 2 Address: PO BOX 614 Cost 0 00 Est Project $3 0,000. Chimney: HYANNISPORT, MA 02647 Permit Fee: $ 1,655.00 Description: construct new 2 family rental townhouse design ood frame- Insulation: w Fee Paid " $ 1,655.00 asphalt blend roof-Units D&E a Final: i Date 2/5/2020 Project Review Req: ' � Tcrn Plumbing/Gas Rough Plumbing: Building Official Final Plumbing:fi I This permit shall be deemed abandoned and invalid unless the work authonzed 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 struciu es shall be in compliance with the local zoning:by-lawsand.codes. This permit shall be displayed in a location clearly visible from access street of road a,nd shall be maintained open for public inspection for the entire duration of the Final Gas: .work until the completion of the same. 4. $ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the BwldingAand Fire Officiafs�are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing ' 2.Sheathing Inspection x Rough: ., .. ... ....�. ~. 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: �7y . Town of Barnstable Buildink. Past This Card So That it isKUisible From theStreet ApprovetlPlans IVlustbe Retained on Joband this Card Must be Kept BARNSCABLL, t % • M" Posted UntilFinal Inspection Has Been Made ,$ k 16SP tiv vim: a a �� " Where a Certificate of Occupancy is Regred,such Building shallNot be Occup d until aFinal Inspection hasbeen made g J Permit No. B-19-4222 Applicant Name: DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building_New Construction-i or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot:, 308-259 Zoning District: SPLIT Sheathing: 0' jy Location: ' 17 A HIGH SCHOOL ROAD,HYANNIS 'Contractor Name: DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T Contractor License GS,-074821 2 Address: PO BOX 614 Est Project Cost: $300,000.00 Chimney: HYANNISPORT, MA 02647 _ Permrt Fee: $ 1,655.00 Description: J-K CONSTRUCT NEW 2 FAMILY(RENTAL)TOWN HOUSE DESIGN- Insulation: Fee Paid: $ 1,655,00 WOOD FRAME ASPHALT ROO Date �° 2/5/2020 Final: Project Review Req; �dI�.TCrn µ Plumbing/Gas Rough Plumbing: bw _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six�months a, ei�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 zoningbylaws'and codes. This permit shall be displayed in a location clearly visible from access street*road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. $ - S 3� ' ;: Electrical The Certificate of Occupancy will not be issued until all applicable signatures�by'the Buildmg!�and Fire Officials are provided on th15, rmit. Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 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: F 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building 1. ;Post This Card So,TFat rt is U�s�ble From th'e Street Approved Plan"s Must be Retamedon Job'and.this Card Mustjbe Kept ,,;qq KAW Posted Until Final Inspector Has Been Made x �bS9 a s I Y a r Permit M1 Where a Certificate of Occupancy�sgR equ,red,su h Building shall Not be Occupeduntil a Final Inpecton hates been made Permit No. B-19-4223 Applicant Name: DENNIS L MASON Approvals Date Issued: 02/05/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 08/05/2020 Foundation: Residential Map/Lot: 308-259 Zoning District: SPLIT Sheathing: j r8 Zd U14- Location: 17 A HIGH SCHOOL ROAD, HYANNIS ;Contractor` Name: DENNIS L MASON Framing: 1 Owner on Record: DEWEY,JACOB T Contractor License: CS-074821 2 Address: PO BOX 614 Est Project Cost: $300,000.00 Chimney: HYANNISPORT, MA 02647 Permit Fee: $ 1,655.00 Description: UNITS H-1 COSTRUCT NEW 2 FAMILY(RENTAL)TOWNHOUSE Insulation: DESIGN WOOD FRAME-ASPHALT BLEND ROOF s Fee Paid,; $ 1,655.00 2/5/2020 Final: Project Review Req: i LrtM Plumbing/Gas Rough Plumbing: n and invalid unless the work aiithor¢ed b this permit s commenced within six monthsafteg sslding Official i Final Plumbing: This permit shall be deemed abandoned h iz , y p s t uance. All work authorized by this permit shall conform to the approved application and the=,approved construction documentgcie 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 acre provided'on tW permit. Minimum of Five Call Inspections Required for All Construction Work 1 .` <' Service:. vx141 1.Foundation or Footing Rough: 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 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). Fire Department V Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: D Application Number.......... . ...� .... A MAS& 10\0 `ne G Q�P�' Permit Fee........./`�.A. ..........Other Fee........................ 639. 1 3 '1019 Total Fee Paid............................................................... ...... DE E TOWN OF BARNSTAABBPRNS�PB Permit Approval by.................................On...........:............... BUILDING PERMIT Q� a. MV--....304&................... Parcel...�...!.-..Z�9.-t........ APPLICATION Section 1 —Owner's Information and Project Location Project Address ..tt � v�1 1CA 5C iA f ' 4F Village Ak?ari. �%S Owners Name :r �ry,�� SCANNED Owners Legal Address_ P wc:�Y � 1 k FEB 0 6 2020 city ���,.�/1 �d�r State Zip 624q Owners Cell# � '`t��•1�t1� E-mail A&lzIsw a1 Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Saagle/Two Family Dwelling Section 3 —Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑' Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description ,'F m% r 11 n anni Q Application Number.................................................... Section 5—Detail Cost of Proposed Construction 106,60O Square Footage of Project 16 Z Age of Structure ig Safe Number ZDIa► 5lb C461 #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone mpliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage (Smoke Detectors ❑ Plumbing [r Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Eirpuba ❑ Private Sewage Disposal Rf Municipal ❑ On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: V�CAI am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District AJ C2 Proposed Use 12M Lot Area Sq. F 27 7� Total Frontage A A$ Percentage of Lot Coverage 3046 #of Dwelling Units(on site) _ Setbacks Front Yard Required Z 0 ' Proposed SM SITE OU-d Rear Yard Required A> Proposed SEX S/M ti Side Yard Required Proposed sr, ✓� ✓ Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated 11/15/2018 Application Number........................................... Section 9-Construction Supervisor Name`�*y Tn&Cxa..� Telephone Number 7 •487 • Address �Pb•ex,-X Ak2. City IL47 State�_Zip budo'5s License Number M. -)License TypeQA8Cloation Date IS eOL I Contractors Email 01LMASO-i 40 o-,40W11- Cell# "�'�� •��� • ��8 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massach e B 'ding Code. I understand the construction inspection procedures,specific inspections and documentation a Town of Barnstable.Attach a copy of your license. Signature Date t 20l Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your RLC... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules,and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date P CANT SIGNA t Signature Date /S 'if- ZOW? Print Name 6.4.noa► Telephone Number',T� E-mail,permit to: A0 o%toa 56�S tE�► Gti'�D. Ccw, Last updated: 1 111 5/20 1 8 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I,�o►�®� `4� , as Owner of the subject property hereby authorize 1 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) 2-3-I 2 Signature of Owner date cq Print Name Last updated: 11/152018 Affidavit of Substantial Financial Interest I, Vg kse,,� of �S . � . , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the roperty located at Map 3401B , Parcel Z5 • 2 J 9.1 The address of the property is 11 ae► Av us 1110A1A 2. 1 have 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 12-1,• ZDmq , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 1 1_ have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address. �! -25g • �� s.1�t®a Vic 30IB . �o�� �a�e�+�s,, hkk S 2 5. Within this calendar year, I have submitted 0 building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6.. Within the last ten days, I have submitted 0 . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of pe , thi da of 20(Lq ve 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invadgadons 600 Washington Street Boston,MA.02111 www.mass;govh a Workers' Compensation Insurance Affidavit:Bnflders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business omnizatimandividuai)• Address: ;>-0 .�.•XV1L- �toZ City/State/Zip: Phone M ���'I• �T • ® Are you an employer?Check the appropriate box. Type of project(required): 1.❑ I an a employes with- 4. [] I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ( New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor mein an employees and have workers' Y cePY• 9. ❑Building addition [No workers'comp.insurance �.ms�rance•t . 5.JM We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions m sel£ o workers'comp. right of exemption per MGL ❑ repairs insurance ]t c.152,§1(4),and we have no 12. Roof employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that cbecks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating suck tContractors that check this box must attached an additional sheet showing the name of the sub-contracburs and state whether or not those entities have employces. If the sub-contractors have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to M0.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the far' coverage verification. I do hereby c under p ojperlury that the information provided above is true and correc4 Si Date: -0V Phone Official use only. Do not write in this area;to be completed by city or town official City or Town: PermittUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Building Department Services Brian:Florence,CBO Building Commissioner BARNSTABLE 200 Main Street H anrs MA 02601 �J xusims lvus osrs3rcnle.xsr uaur+ec ivww.town.ba rnsta ble.irta.us Office: 508-862-4038 Fax: 508-'790=6230 September 25,2019 Roy Catignan ConSury Group 110 State Road . Sagamore Beach,MA 02562 RE: Site Plan Review 4056-19 Project Name: Multi Unit Residential Developnierit Project:Address: 17 and 0 High School.Road,Hyannis,MA Map 308,Parcels 259 and 259-001 Proposal:The Applicant is.proposing to construct 4 new residential buildings,each with 2 uniis,.;2 stories,2 bedrooms,on :59 acres.`Total of 20 parking Spaces is.proposed. Dear Mr. Catignani: At the formal site plan review:meeting held on.September 25,2019,the.above proposal was found to be- approvable by the Site Plan Review Committee but required additional'follow-up between the applicant and the agencies_listed below prior to proceeding' • Town Engineer:The Town Engineer was unable to attend SPR but submitted,a series of outstanding matters that need to be addressed. Applicant shall discuss and resolve any issues with the Town Engineer who will need to provide written,notice.that the site conditions are approvable: Contact: griffin:beaudoin�fownbarnstab.le.ma.tis: • Hyannis Fire Department:Applicant will be required to submit a stamped site plan showing- utilities and the Fire.Department template.to the Hyannis Fire Department. Contact Lt.:Lanman at tlanman a,tiyannisl ire.org who will need to provide.:written notice,that the.si-te conditions are approvable. • Hyannis Water Departiiient:Applicant was instructed to meet with the Water Department to: discuss water line replacement due to age of existing lines. Contact Hans Keijser at liaes.keijser@town.barnstable.ma:us . Applicant must.obtain all other applicable permits,licenses and approvals required. Sincerely,. Brian Florence Building Commissioner CC: Site Plan-Review Staff Application Number...... .. ...- ...�J� c�2�......... * SARNB'P.lSI�, MASS. Permit Fee.......................................Other Fee........................ 639� A, TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.................................On........................... BUILDING PERMIT Ivlep.......�..�...s.....................Parcet... ..OI...:.. ..°t.'�........ APPLICATION Section 1 —Owner's Information and Project Location - Project Address 4A%cA t iA Village At40,% *-A%;1 Owners Name �p�c�� '�y ,� SCANNED � Owners Legal Address ,� ca FEB 0 6 2020 city. �►�,�r,,�,/1� dam' State �1Q. Zip Owners Cell# '`t3�`1��� E-mail 2WL TA%XA& &aA Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Xr Single/Two Family Dwelling Section 3— Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑' Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description -'F 1►N% & T r 9 Application Number..................................................... F— Section 5—Detail Cost of Proposed Construction 56b,604 Square Footage of Project JLP%Z Age of Structure 'g Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone mpliance Method ❑ MA Checklist WFCM Checklist ❑ Design l� Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors [] Plumbing [�]�°'Gas ❑ Fire Suppression 'Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply RrPublic ❑ Private Sewage Disposal 2rMunicipal ❑ On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: S'LT VJ C&� I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ►� Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. F �7 ir TD Total Frontage .qS Percentage of Lot Coverage #of Dwelling Units (on site) _ Setbacks Front Yard Required Z t , Proposed Sir SALS 94o Rear Yard Required /> ► Proposed IEEE.1/M tft-0 Side Yard Required P ' Proposed SEE `JSffE "g�rJ4"'d Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated. 11/152018 Application Number........................................... Section 9-Construction Supervisor Name 1�1* Tn&&w%� Telephone Number 114 .4-97 • Je+>Rp Address �P.b• (a 2. City- 0-jo State Zip License Number )License TypeQA AntOaCktionDate, �bL Contractors Email al�Vlt�goh3 ato'$ Ail.-COW--- Cell# "1 14 •��"� • I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor.in accordance with 780 CMR the Massach e B 'ding Code. I understand the construction inspection procedures,specific inspections and documentation a Town of Barnstable.Attach a copy of your license. Signature Date 12 1�l • Z® 1°� Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my.responsibilities under the rules-and regulations for Licensed Constriction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date ld ( P CANT SIGNArim T1(flu Signature Date /Z 'I ?- Z6)? Print Name Aeo.J Telephone Number-714.1$1• E-mail permit to: Ac�&w%lba cc w' Last updated:11/152018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approvab Section 13 —Owner's Authorization I,-I;►c®+20 , as Owner of the subject property hereby authorize 1 +.�1•+ti'� '��.�a+-' to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) 2Yz3- I Signature of Owner date Print Name Last updated: 11/15/2018 Affidavit of Substantial Financial Interest I, of 6nb , Mk, , , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 3G� , Parcel Z • 201•1 The address of the property is 1'1 441&%J�ot+� 2. 1 have ® % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 12-1�• 2��q , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address TtvCos fAi\ DZ<v4 7 4. Within the last twelve months, from today's date, which is 12-11• 20111 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Addres 30C3 2S9 .25�•I t'1 �h 04 "Jc 'Qo�i� � A &4.j k1k 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted.0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of p u this da of 20(Lq Ole 2001-0050/afffn 1 Q/LOTTERYIAFFIDAVIT The Commonwealth of Massachusetts Department of IndtaftWAccidenls Offtee of Invadgadons 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit Budlders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businesslorgarizatimandividual): Address: "r .01A. City/State/Zip: Phone#: '� �T Are you an employer?Check the appropriate bog: Type of project(required): 1.❑ I am a employer with- 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any cePitY•ac employees and have workers'[No workers'comp.insurance gyp.assurance t 9. []Building addition S.)0 We are a corporation and its 10.❑Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself-[No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance 1e4uked•]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. tContractors that check this box mast attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. - I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showin the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised.that a copy of this statement may be forwarded to the Office of Investigations of the for' coverage verification. I do hereby c - under p ofperlury that theInformadon provided above is true and correct Si Date: 17.-1 ' A Phone#• Official use only. Do not write in this area,to be completed by city or town gf trial City or Town: Permit/Ucense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Building Department Services Brian Florence,CBO DATA+ Building Commissioner BARNMLE 200 Main Street, Hyannis.,MA 02601 . 1619-TD11 t wivw.town.barnstablc.ma.us Office: 508-862-4038 Fax: 508-79M230 September 25.2019 Roy Catignani ConSury Group 110 State Road Sagamore Beach,MA 02562 RE: Site Plan Review#056-19 Project Name: Multi Unit Residential Development Project Address: 17 and 0 High School Road,Hyannis,MA Map 308,Parcels 259 and 259-001 Proposal: The Applicant is proposing to construct 4 new residential buildings,each with 2 units,2 stories;2 bedrooms,on .59 acres.Total of 20 parking spaces is proposed. Dear Mr:Catignani: At the formal site plan review meeting held on September 25,2019,the above proposal was found to be approvable by the Site Plan Review Committee but required additional follow-up between the applicant and the agencies listed below prior to proceeding: • Town Engineer:The Town Engineer was unable to attend SPR but submitted a series of- outstanding matters that need to be addressed. Applicant shall discuss and resolve any issues with the Town Engineer who will need to provide written notice that the site conditions are approvable. Contact: griffin.beaudoin n,town.barnstable.ma.us. • Hyannis Fire Departinent:Applicant will be required to submit a stamped site plan showing utilities and the Fire Department template to ,the Hyannis Fire Department. Contact Lt. Lanman at tlanman@lyannisfire.org who will need to provide written notice that the site conditions are approvable. • Hyannis Water Department:Applicant was instructed to meet,with the Water Department to discuss water line replacement due to age of existing lines. Contact Hans Keijser at hans.keiiser@toWn.barngtable.ma.us. io Applicant must.obtain all other applicable permits,licenses and approvals required. Sincerely, i , Brian!Florence Building Commissioner CC: j Site Plan Review Staff p { TF1E C C Application Number..... ... ............ �2 Z.......... O MASS. -n Z Permit Fee............. ... ..................Other Fee........................ 1639. Go +� 1 Total Fee Paid...................................... TOWN OF BARNSTA E Permit Approval by.................................On........................... BUILDING PERMIT 3otd .Parcel......!. Zr� '1........ APPLICATION Section 1 —Owner's Information and Project Location too Project Address 5 J �i� �..L ailb %T- Village ��A�Jy�� ^' Owners Name At��0 j 4 SCANN!'� , FEB 0 61010 Owners Legal Address `� ' t City AT&Uwi0nb P42'er State V*, Zip Owners Cell# `t 3-J'1 d?%1 E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Xr /Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ©' Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify. Section 4 - Work Description r i i n cnni Q Application Number...................... ..................................... Section 5—Detail Cost of Proposed Construction !�bb bOlt� Square Footage of Project41 Age of Structure 0EQ ig Safe Number ;011q !SJb C461 #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone C mpliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank StorageSmoke Detectors ❑ Plumbing [ Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal KMunicipal ❑ On Site Historic District [a� Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: S*T VJ Q�) I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. NEW Total Frontage 117 A5 Percentage of Lot Coverage 346 #of Dwelling Units(on site)_jL Setbacks Front Yard Required 17 • Proposed 6M gsTLE OUN Rear Yard Required /h Proposed Side Yard Required Proposed S A41 Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated:l l/15/2018 Application Number........................................... Section 9-Construction Supervisor NameT�4* M .� Telephone Number 4.97 ' RC> Address �,1� ¢�,,�s. e•}(��.., City 07 State _Zip 6 U.P-58 License Number •001 *21License TypeV ation Date ea i Contractors Email d►lMASC*J Ito$ # ,Cowes Cell# `114 •41 • I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the,Massach B 'dmg Code. I understand the construction inspection procedures,specific inspections and documenufi rN;�Tow:n of Barnstable.Attach a copy of your license. r�V Signature Date 12 to • 2® 19� { Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my.responsibilities under the rules-and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date r a P CANT SIGNATURE Signature Date /Z '!1- Z01? � q Print Name 'UAP-.l Telephone Number •W E-mail'permit to: o�E�N���S�ASt,E�►opD._ Cow, Last updated:1 1115n018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization �� i I,�A�O� `3s `� , as Owner of the subject property hereby authorize I � '�� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) S' ature of Owner date �w 6 1 - Print Name T.Act undated- i l n ino1 R Affidavit of Substantial Financial Interest of k , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the roperty located at Map 3G� , Parcel Z� • ZJ9• The address of the property is 1'T ® Av u% MA 2. 1 have ® % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 12-1,• 2D%q , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I Vlet- 20111 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Addres 309 to %-1 A%4VA its.• ewo 11��ho-i oj,s hk4 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 _ building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8- Within this month, I have received 0 building per is for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of p u , t f 201q 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT The Commonwealth of lllassachusetts Department of IndustridAcciden& Office of Invadgadons 600 Washdngton Street Boston,CIA 02111 www.mass govh a Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businesslorganizadmandmduat)• Address: City/State/Zip: '3 ��• 8� Phone#: 7��• �� ' Are you an employer?Check the appropriate box: project general contractor and I �a of ,ectr p (required): �uir�: 1.❑ I am a employer with 4. I am a g 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for mein Y employees and have workers' � � 3'• $ 9. ❑Building addition [No workers'comp.insurance comp•mstnanae• required.] 5.it We are a corporation and its 10.❑Electrical repairs or additions 3.El I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself o workers'comp. right of exemption per MGL nice ]t c. 152,§1(4),and we have no 12.❑Roof repairs employees.[No workers' 13.❑Other comp.insurance required.] {Any applicant that checks box#1 must also fill out the section below showing their workers'compeusation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whethcr or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the far' coverage verification. I do hereby c ' under p ofpoppy that the informadon provided above is true and correct Si Date: Jd&•1 e.� Phone#: Qfjrcial use only. Do not write in this area,to be completed by city or town qfflcid City or'Town: Permit/License# Issuing.Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner BAMSTABL,E 200 Main Street, Hyannis,MA 02601 1E,9-Iff)p w,vv*.town.barnsta blc.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 25,2019 Roy Catignani ConSury Group 110 State Road Sagamore Beach,MA 025.62 RE: Site Plan Review#056-19 Project Name: Multi Unit Residential Development Project Address: 17 and 0 High School Road,Hyannis,MA Map 308,Parcels 259 and 259-001 Proposal: The Applicant is proposing to construct 4 new residential building's,.each with 2 units,2 stories;2 bedrooms,on.59 acres.Total of 20 parking spaces is proposed. Dear Mn Catignani: At the formal site plan review meeting held on September 25,2019,the above proposal was found to be approvable by the Site Plan Review Committee but required additional follow-up between the applicant and the agencies listed below prior to proceeding: • Town Jngineer:The Town Engineer was unable to attend SPR but submitted a_series of outstanding matters that need to be addressed. Applicant shall discuss and resolve any issues . with the Town Engineer who will need to provide written notice that the site conditions are approvable. Contact: griffin.beaudoin a,tow.n.barnstable.ma.us. • Hyannis Fire Department: Applicant will be required to submit a stamped site plan showing utilities and the Fire Department template to the Hyannis Fire Department. Contact Lt.Lanman at tlanman ,hyannisfire.org who will need to provide written notice that the site conditions are approvable. • Hyannis Water Department:Applicant:was instructed to meet with the Water Department to discuss water line replacement due to age of existing lines. Contact Hans Keijser at hans.keiiiseratown.barnstable.ma.us o Applicant must obtain all other applicable permits,licenses and approvals required. Sin. erely, Brian.Florence Building Commissioner CC: Site Plan Review Staff OFF --- C �O Application Number�...(.1q AIEPT. . ......... ..........., .�, \ ��j MAS& �� Permit Fee................. .....................Other Fee........................ 6�s`� � 19Z019 TotalFee Paid............................................................... ...... STABLE TOWN OF BM UM DING D .:Permit Approval by.................................on........... ............... Pr BUILDING PERMIT DEC 2 3 2019 �3 Parcel... ...!......Z. ...1........ APPLICATION TowN of Section 1 —Owner's &Fination and Project Location Project Address � �%t�l �. � N•S village t'_i�AeJo•��� Owners Name ���'"�b % SCANNED Owners Legal Address 'qAD ,qx:�.*,L c 1`� FEB 0 61010 p L�2lo�I T City ��tQ►�t.,,�/1� � State IV lY4►, Zi Owners Cell# '`t3�'1��� E-mail &OZ13LPM i Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Xr /Two Family Dwelling Section 3 — Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ©" Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify. Section 4 -Work Description V sm ,- r P r air i vi cnm Q Application Number.................................................... Section 5—Detail 4. Cost of Proposed Construction 56b,606 Square Footage of ProjectIf ��D�Z.• Age of Structure MQ ig Safe Number 4A 5/b 0467 #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone mpliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors [] Plumbing [�" Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply RrPublic ❑ Private Sewage Disposal Municipal ❑ On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: S � VJ CQ I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use 12M Lot Area Sq. Total Frontage Percentage of Lot Coverage 3&'e #of Dwelling Units(on site) Setbacks Front Yard Required Proposed VT Sim OQ4wd Rear Yard Required A> ' Proposed 661E:5 f M O--a Side Yard Required k Proposed SITE Has this property had relief from the Zoning Board in the past? ❑ Yes 2 No Last updated. 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name a� v Q�koe� Telephone Number 7 �t �7 . 84>9 Address -P,b•ft* Atp 2. City a%dj State '_Zip License Number M`to v Z)License TypeV Cation Date 1a ea l Contractors Email�LI#A� �to� q�`,CpH/� Cell# 114 •41 -(kn66 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massach B ' ' g Code. I understand the construction inspection procedures,specific inspections and documentation e e Town of Barnstable.Attach a copy of your license. Signature Date l 10l • 2.0 Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules-and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date ("P CANT SIGNATURE Signature Date -2 '!q' Z61 g Print Name Telephone Number 77 -4$'7• E-mail permit to: AVVbw%ya tRA'b* ,ZEA XhHA%. CAW, Last updated:1 lnsn018 __ i Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval, Section 13—Owner's Authorization I,_12,,c®VF6 74�s�'� , as Owner of the subject property hereby authorize !>M + 'Meg* to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) lgnature of Owner date Print Name Last updated: 11/15/2018 Affidavit of Substantial Financial Interest I, 6*ukb N`ME� of , t�. , , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the roperty located at Map Parcel Z.� • 219490 The address of the property is 11 441&%X 1AA 2. 1 have ® % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is 12-tei• 20111 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Addres 309/iO rI IWA bcto-s- 12akri I 1��&ej vj%.% Kk4 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted O _ building permit applications for property in which I have a-1% or greater legal or equitable interest. 7. Within this month, 1 have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. ;Within this month, I have received 0 building permit property in which I have a 1% legal or equitable interest. ' Signed under the pains and penalties of p ury, a 20(LI 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass;gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizagontlndividual)• � t T t r. Address: �0 .ARNP$V W620W City/State/Zip: S AA. bW*Phone#: J1A4?? - Are you an employer?Check the appropriate boa. ro general contractor and I �a of project(required): P j 1.El I am a employer with- 4. I am a g 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor mein employees and have workers' �Y ceP�3'• 9. ❑Building addition [No workers'comp.insurance comP•rnsurance t - required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 1 LEI Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance ]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.) •Any applicant that checks box#1 must also SA out the section below showing their worke s'compeasation policy information. on. Homeowners who submit this affidavit indicating they am doing all work and then him outside contractors must submit it new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not time entities have employees. If the sub-contractor:have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the for' coverage verification. I do hereby tc under p ofperjury that the-inform adon provided above is true and correct S' Date: 1 Z•i ck cIR Phone#: 1 ck" Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - I Town of Barnstable Building Department. Services Brian Florence,CHO Building Commissioner BAMABLE 200 Main Street, Hyannis.,MA 02601 �;M;; wivw.town.barnstable.ma.us 25 Office: 508-862-4038 Fax: 508-790-6230 September 25,2019 Roy Catignani ConSury Group 110 State Road Sagamore Beach,MA 02562 1 RE: Site Plan Review#056-19 Project Name: Multi Unit Residential Development Project Address: 17 and 0 High School Road,Hyannis,MA i Map 308,Parcels 259 and 259-001 Proposal: The Applicant is proposing to construct 4 new residential buildings,each with 2 units,2 stories;2 bedrooms,on .59 acres..Total of 20 parking spaces is proposed. Dear Mn Catignani: At the.formal site plan review meeting held on September 25,201%the above proposal was found to be aPProvable by.the Site Plan Review Committee but required additional-follow-up between the applicant and the agencies listed below prior to proceeding: Town Engineer:The Town Engineer was unable to attend SPR but submitted a series of X' outstanding matters that need to be addressed. Applicant shall discuss and resolve any issues with the Town Engineer who will need to provide'wi•itten notice that the site conditions are approvable. Contact: griffin.beaudoin@town.barnstable.ma.us. s Hyannis Fire Department: Applicant will be required to submit a stamped site plan showing utilities and the Fire Department template to the Hyannis Fire Department. Contact Lt.Lanman. at tlanman@,hyannisfire.org who will need to provide written notice that the site conditions are approvable. Hyannis Water Department:Applicant was instructed to meet with the Water Department to discuss water line replacement due to age of existing lines. Contact Hans Keijser at hans.keijser e,town.barnstable.ma.us. • Applicant must obtain all other applicable permits,licenses and approvals required. Sincerely, 1 Brian Florence Building Commissioner 1' - CC: Site Plan Review Staff I Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr dt r§bpervisor C5-074821 z E4pires 03/28/2021 DENNIS L MASON q ' s PO BOX 462 DENNIS MA 02638 ' � "� .ti Commissioner i7 L i trf� 1 Januar 15tn, 2020 Effective Date: --- y -- — -- - 4 an Buret ®� y Westernp ,{ a.t 'i LICENSE AND PERMIT BOND Bond No. 64907525 E; KNOW ALL PERSONS BY THESE PRESENTS: That we, Jacob Dewey — =i State of Massachusetts _ as Principal, !•l of --- ':.;. and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State o as Surety, are held and firmly bound unto the "'n; messachusett-s _ i ^ , of Barnstable , Stai;e of massachusetts as Obligee, in the penal { •i _n — e �i DOLLARS (�, 000_00 ), = I sum of Fi.,IE _TY'iousand and 00/100 r j lawful money of. the United States, to be paid to the Obligee, for which payment well and truly to be oracle, ri we bins ourselves and our legal representatives, firmly by these presents. M + i THE CONDITION OF rl'HE :1$OVE OL1L 1GATION 1S SUCII, That whereas, the Principal has been '£ licensed �tr^et— eninQ -------- ------ e -- 'Zt _by the Obligee. Y�1 Y NOW THEREFORE, if the Principal shall. faithfully perform the duties and in all things comply '_.i with he laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation. to be void, otherwise to remain in full force and effect until ?' 202i unless rene red by Continuation Certificate. si January i5th------> --- — --• . �4 This bond may be terminated at any time. b) the Surety upon sending notice in writing, by t r at Class I U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration j of,thirty live"(35) clays from the mailing of saicl notice, this bond shall ipso facto terminate and the Surety i n,a Q1 sha115'Ehexeupon b� relieved from any liability for any acts or omissions of the Principal subsequent to said `I date 3 Rega;ales cif the number of years this bond shall continue _in force, the number of claims m ulc. iga�nsl thhis bond,:Tand;the number of premiums which shall be payable or paid., the Surety's tot l limit of 7 u -I havilrty shall not.be cumulative from •year to c u or pe rod to period, .and in no event shall the Surety's ti tal Y, q t� habrlityaio .:tllrclunls;`e�:ceed the amount ?e� ['ojth above. Any revision of the bond amount sh ill not, be !' cumulative. December 2019 18 thI day of Dated tliis — y Principal S N S U 13.1 0 M:1' AY J . el by Paul T. L'r..flat,Vice Pzesiclelit. ;l Form 532-11-2019 ACKNOWLEDGMENT OF SURETY l STATE OF SOUTH DAKOTA t. ss (Corporate Officer) COUNTY OF MINNEHAHA 18th da f December 2019 before me, the undersigned officer, On this Y o -- ' personally appeared Paul T. Bruf1at who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer., being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. t�hyhhy�yh�hyay55�,�,h�ytihh S . s L. Bauder s�NOTARY PUBLIC SEAL s No tan,Public—South Dal:ot<i i SEAL SOUTH DAKOTA s s +yyyyyyhye,,ry r.,yye,yyyy�yhy4. + My commi ssi-on Expires January 29, 2022 ACKNOWLEDGMEN.I OF PRINCIPAL l (Individual or Partners) STATE OF MASSACHUSETTS ` ss COUNTY OF BARNSTABLE f On this 19th day of December 2019 before me personally appeared — , Jacob T. Dewey known to me to be the individual described in and who executed the foregoing instrument and acknowledged i.o me that --he__ executed the same. My commission expires 2024 December 6_ -- = j\otar y Pu ll KI JILL C ZYLIN8KI Notary Public 8 !u�SeTTS ACKt M mm n : 0.�s AAyI postr 6,. 2024 STATE OF ss COUNTY OF day of before me personally appeared On this __-_— Y who acknowledged hiniself/herself to be the a corporation, and that he/she as of --- —-- such officer being authorized so to do, executed the foregoing instrument for the purposes therein conta�neci by signing the name of the corporation by himselflherself as such officer. My commission expires - -- Notary Public CIO r Q U W i z w U) C5 W ° z % m W v. a 0 a a F > o i r Western Surety C POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabarna, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, Maryland, Massachusetts. Michigan, Minnesota, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, _ South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls , State of South Dakota , its regularly elected V1 n P Br �'nr as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, the following bond: One StreeL_Op�n?r}5 Town of —.---- bond with bond number 64907525 — for Jacob Dewed_._ — as Principal in the penalty amount not to exceed: $ 5,000_G0 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its with the corporate seal affixed this 1 December8th day of — _ 201° WESTE N URET COMPANY ATTEST By — L.Nelson,Assistant Secretary Paul T BruFlat,Vice President P !. STATE OF SOUTH DAKOTA ' < "' >> ss �. COUNTY OF MINNEHAHA On this 18th day of. December __ 2019 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson Vice Pres�deny who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as --- and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. S s J. MOHR s a SE NOTARY PUBLIC SEAL s _ s SOUTH DAKOTA s Notary Public }yyyyyc,yyc,yyhhh5hhy°+�+y''`' MY CO[Ml1SSl.U!? Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.culn >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 l 1 — DOOR SCHEDULE WINDOW SCHEDULE: FINISH SCHEDULE MARK SIZE TYPE. GLAZING HARDWARE MARK SIZE R.O. TYPE GLAZING - ROOM FLOOR BASE_ WALLS CEILING W 1 T-77/8"x 4'-3 3/4" Andersen Craftsman 50 Series 28x44 L.i.h erform.nco w/simul.div.lite Living/Dining Room Carpet Brosco 8385A GWB GWB D1 3'-0"x 6'-8"x 1 3/4" Jeld Wen GL-60 N/A Entry set,dcadboltP Kitchen Sheet Vinyl Brosco 8385A GWB GWB D2 2'8'x 6'-8'x 1 3/4" Jeld Wen GL-684 ADL insul Entry set,deadbolt W2 - - V-11 7/8"x 2'-11 3/4" Andersen Craftsman 50 Scries20x30erformance w/simul.div.litcD3 2 6 x 6'-8"x.1 3/8" Masonite 6 -panel N/A Dummy knob w/ball catch W3- - 2'-7 7/8"x 3'-11 3/4" Andersen Craftsman 50 Scries 28x40h erformance w/simul.div.lite Bath 1 Sheet Vinyl Brosco 8385A GWB GWB D4 2-4 x6-8 x13/8" Masonite 6 -panel N/A Privacy Set WINDOW NOTES: Hall Carpet Brosco 8385A GWB GWB D 5 2'6'x 6 8'x 1 3/8" Masonite 6 -panel N/A Passage set --* Meets bedroom egress requirements. {I Bath 2 Sheet Vinyl Brosco 8385A GWB GWB D6 2-2'-6'x 6'-8"x]3/8" Masonite 6 -panel N/A Bi-passing sliding door wPreccssed pulls -Address is 1.3 miles from Nantucket Sound and all new doors and windows are not required to meet for resistance Bedroom 1 Carpet Brosco 8385A GWB GWB ®p� to wind-borne debris. Bedroom 2 Carpet Brosco 8385A GWB GWB r` �+ D 7 T-6"x 6-8"x 1 3/8" 1 Masonite 6 -panel I N/A Dummy knob w/ball catch j Exterior Trim shall be 3/4 x 3 1/2 8I pine.Grilles shall be as shown on exterior elevations. \ t\ FINISH NOTES: \` ✓ -Interior Trim shall be Bronco 8710 casings with Brosco B 1268A sill(or equivalent)and Brosco 8645 apron. Q V DOOR NOTES: -Double Hung Windows shall have vinyl tilt turn balances,sash locks,and full aluminum screens. -GWB- 1/2"gypsum wall board fully toped and rooms t prepared ser for.painting. v -Interior door shall be Masonite;solid,smooth finished,six panel doors. -All window and doors shall be installed on silicone caulking beads with 6"strips of Vycor self-adhering flashing at -All closets shall have finishes equal y the rooms they serve. 019 -Hardware shall be by Schlage,Plymouth series F,brushed chrome. Locks shall be keyed alike. heads and jambs,pun flashing at all sills,and closed cell foam air sealing all rough opening gaps. -Carpet is durect glue down on the plywood deck.Sheet vinyl requires 1/2 er board. 4 -Provide clear rubber bumpers or silencer,3 per latch side of each interior door. -Contractor shall submit to the Architect a copy of any order for windows,so that final coordination may be made. - " r -Do not under cut interior doors without owners and architects approval. - -Contractor shall consult owner in n order t rder to provide blocking for bathroom accessories during framing. Accessories by -Provide full lite aluminum storm/scrcen door for exterior doors that are not provided with one by manufacturer. ARCHITECTURAL WOODWORK: owner,installed by contractor. -Provide pan flashing at all exterior doors. -All wood edges;trim,stair parts,mouldings:etc,that are exposed to the hand shall be eased with sandpaper and GENERAL NOTES: t -Contractor shall submit to the Architect a copy of any order for doors so that a final coordination may be made. smooth to the touch. I -The General Contractor shall be familiar with all existing conditions and shall verify all dimensions relative to the V -NA-Not applicable - - -Closet shelves,uprights and pole supports shall be 1 x 12 clear pine or 3/4"AC edge banded plywood,sanded with work contained herein.Any conflicts or discrepancies betweendepicted design and these specifications shall be all surface defects filled and prepared for painting. Each closet shall have a double pole section with one shelf and a reported to the owner or architect for resolution prior to the installation of work that can be changed without additional o" LEGEND-Energy compliance single pole section with two shelves. Shelveslare as shown in drawings and in linen closets are 7 high.Provide cost to owner.All assemblies and components for the project.shown in the working drawings or specified to be installed blocking for closet shelves,standards and poles. complete according to normal.practice and made good.All schedules shall be compared with all plans and elevations, New interior or exterior walls -Cabinet fronts shall be hardwood stiles and rails with raised or flat panel doors and drawer fronts as approved by and any discrepancies or conflicts shall be referred to the Owner or Architect prior to procurement.Architect.and/or Owner.Drawers shall have nylon ball hearing drawer slides.Hinges shall be full overlay European _All work is to be guaranteed by the contractor for one year after the final payment by the owner,or upon the date of S '11 V Interior Walls- 2 x 4 wood frame construction @ 16"O.C.with 3 1/2"unfaced fiberglass Batt insulation between studs. Finish both style. Pulls shall be brass knobs.Counter top and back splash shall be laminate in a standard color. receiving an occupancy permit. ClAA' - ,tl l'V E.J. sides with 1/2"gypsum wall board(GWB): - - - -All work shall be completed in compliance with local and.state plumbing,electrical,and safetycodes. All required permits are to be secured and paid for by the general contractor on a timely basis.All certificates of - Exterior Walls-2 x 4 wood frame construction @ 16"O.C.with CertainTeed R21 unfaccd fiber lass bait insulation,or a uivalcnt,- - g q inspection,approvals,warranties,installation instructions and operating literature shall be turned over to the owner FEB O 61010 between studs with continuous vapor retarder on the interior face. Finish interior face with GWB.Exterior face shall have 1/2"OSB before final acceptance of the work. sheathing,housewrap fully taped,and siding material and coursing shall be as indicated on exterior elevations. -Completion of the project shall find the premises broom clean and free of any debris. -Construction vehicles shall not to be driven or parked in areas that are staked/fenced off in order to protect existing Roof Framing-Sizes as noted on framing plans with CertainTeed 10"R38C kraftfaced fiberglass bait insulation,or equivalent, I vegetation. between rafters,vapor barrier laid down on;ceiling strapping.Exterior face.of roof.trusses shall have 3/4"CDX plywood,15#roofing All dimensions are to the rough unless otherwise noted. felt and three tab asphalt roofing material with 30 year warranty.Supply 3"continuous soffit vent and ridge vent throughout,Shingle � - -Building plans shall be at the job site at all reasonable times.The Build' -Peerrmi4-sha-b�,o•prctm ^*Iyd.�^lav '^ped on Vent 11,or gable and wall vents as shown on drawings. - the Job Site. �J o 1\ ®ETE T REVIEWED P{� • •.Floors Framing-Sizes as noted on framing plans with CertainTeed 9 1/2"R30 kraftfaced fiberglass insulation,or equivalent,between t v I 1 1 EVI E W E D joists,vapor barrier up.Subfloor to be 3/4"plywood glued&nailed down to joists.:Ceilings shall be finished with GWB. Insulation Note:All floorjoist spaces around the perimeter of the exterior wall shall be uniformly filled with insulation baits with a o � continuous air seal to exterior.All rough openings for windows and doors and other spaces in conjunction with mechanical or electrical , p C BUILDING �l+ VVVWWW VVV penetrations in the exterior wall or roof shall be packed with insulation and air tight.Roof trusses shall have 2 x 6 blocking above BA I VJ'TAB�.E DUILDItVU DEPT. exterior wall plate to provide ventilation along the roof plane. - i 4'-7' 5'-4 1/2" 5'-4 1/2 -7" DATE 4'-7 1/2 W3 W3 5�_On 5'-0" W3 W3 i M 2 - 2 Y D2 D2 RTME rne.gmsan anesla.:wn .., '1 f o c ... — DE A DATE -- ----- IGY ATUR S ARE REQUIR D FOR PERMITTING a _ Q Kitchen Kitchen Q 0 0 3 Bedroom 1 Bath 2 Bath 2 Bedroom I _ 1 uw o Bath Bath o 7t owi _ D6 _ Hall all ^' - 8'-4 3/4" 3'-3 3/4" 3'A 1/2" 3'-9 1/2" T-3 3/4" 8'-4 3/4" D6 Util. Util. ° T PaIe wW smif hS el^ d. $pelves R Po�d SM1cIfT p b Pale aM Shelf Ible wW SM1clf 4 ________ ________ N _ ---'-- '-----wall at 3'-0'height C t ,o j Living __ __ ________ Living zxawai 3 ❑ Bedroom 2 Bedroom 2 3 v v y L !! D7 g ro �. D fT 1 W3 � � W3 W3 WI i .. 4'-4" 4'_4" r 15'-6° 1S_6„ 15,_6P 15.6„ Second Floor Plan ? First Floor Plan FiRE PROTECTION: -Install hardwired smoke and curlxm monoxide detectors,us required.Installer shall meet with local fire , inspector for local requirements. -0=smoke detector,(Z)=combined smake and CO detector. - 1 EXHAUST FANS: -All bathroom exhaust fans shall be hard ducted to black roof cap or white soffit cap. LIGHTING: STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 I st Floor Buildip Plan =Exterior wall light g 15 Linden Tree Lane 17 High School Road 0 Strciben Associates-Architects Chatham, Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Scale: 1/4"=1'-0" 25 November 2019 IN DOOR SCHEDULE WINDOW SCHEDULE FINISH SCHEDULE rsr-wx• - MARK .SIZE ..TYPE. GLAZING HARDWARE MARK SIZE R.O. TYPE GLAZING ROOM FLOOR BASE WALLS CEILING_ .. ... a �♦ '��" W 1 2'-7.7/8"x 4'-3 3/4" Andersen Craftsman 50 Scrics 28x44 High performance w/simul.div.lite Living/Dining Room Carpet Brosco 8385A GWB GWB D I 3 0'x 6-8"x 13/4" Jcld Wen GL-68 N/A Entry sct,deadbolt - g P Kitchen Sheet Vinyl Brosco 8385A GWB GWB D 2 2-S'x 6-8"x 1 3/4" Jeld Wen GL-684 ADL insul Entry set,deadbolt - : W 2. 1'-11 7/8"x 2'-I 1 3/4" Andersen Craftsman 50 Series 20x30 High performance w/simul.div.lire D 3 2 6'x 6 8'x.1 3/8" Masonite 6 -panel N/A Dummy knob w/ball catch W 3* T-7:7/8"x Y-11 3/4" Andersen Craftsman 50 Series 28x40 High crformance w/simul.div.lite Bath 1 Sheet Vinyl. Brosco 8385A GWB GWB - \' D 4 T-4"x 6 8 x 1 3/8" Masonite 6-panel N/A Privacy Set Hall Carpet Brosco 8385A- GWB GWB F ,p P Y WINDOW NOTES: D$ 2'6"z 6-8'x 1 3/8" Masonite 6 -panel N/A Passage set -" Meets bedroom egress requirements. Bath 2 Sheet Vinyl Brosco 8385A GWB GWB D 6 2-2'-6"x 6-8"x 1 3/8" Masonite 6 -panel -N/A Bi-passing sliding door w/:recessed pulls -Address is 1.3 miles from Nantucket Sound and all new doors and windows are not required to inmt foe eesistaiwe Bedroom I Brosco 8385A GWB GWB _ towmd-bornedebn Carpc[s. Bedroom Ca t B rose.8385A GWB GWB ^�pIS�AgLE D 7 2'-6"x 6-8"x 1 3/8" Masonite 6 -panel N/A Dummy knob w/ball catch -Exterior Trim shall be 3/4 x 3 1/2 Ml pine.Grilles shall be as shown on exterior elevations. FINISH NOTES: -Interior Trim shall be Brosco 8710 casings with Brosco B 1268A sill(or equivalent)and Brosco 8645 apron. TO V V DOOR NOTES: -Double Hung Windows shall have vinyl tilt turn balances,sash locks,and full aluminum screens. -GWB- 1/2"gypsum wall board fully taped and prepared for painting. -Interior door shall be Masonite;solid,smooth finished,six panel doors. -All window and doors shall be installed on silicone caulking beads with 6"strips of Vycor self-adhering flashing at -All closets shall have finishes equal to the rooms they serve. -Hardware shall be by Schlage,Plymouth series F,brushed chrome. Locks shall be keyed alike. _ heads and jambs,pan flashing at all sills,mid closed cell foam air scaling all rough opening gaps. -Carpet is durcct glue down on the plywood deck. -Provide clear rubber bumpers or silencer,3 per latch side of each interior doors _ -Contractor shall submit to the Architect a copy of any order for windows,,so that final coordination may be made. -Sheet vinyl requires 1/2 underlayment board. -and architects• v -Contractor shall consult owner m order to provide blocking for bathroom accessories during framing. Accessories by -Do not under cut interior doors without owners aapproval. - -Provide full lite aluminum storm/screen door for exterior doors that are not provided with one by manufacturer. ARCHITECTURAL WOODWORK: owner;installed by contractor. -Provide pan flashing at all exterior doors. -All wood edges;trim,stair parts,mouldines{etc,that are exposed to the hand shall be cased with sandpaper and GENERAL NOTES: -Contractor shall submit to the Architect a copy of any order for doors so that a final coordination may be made. smooth to the touch. -The General Contractor shall be familiar with all existing conditions and shall verify all dimensions relative to the -NA-Not applicable -Closet shelves,uprights and pole supports shall be I x 12 clear pine or 3/4"AC edge banded plywood,sanded with work contained herein. Any conflicts or discrepancies between depicted design and these specifications shall be all surface defects filled and prepared'for painting. Each closet shall have a double pole section with one shelf and a reported to the owner or architect for resolution prior to the installation of work that can be changed without additional LEGEND-Energy compliance single pole section with two shelves.Shelves we as shown in drawings and in linen closets are 7 high.Provide cost to owner. All assemblies and components for the project shown in the working drawings or specified to be installed blocking for closet shelves,standards and polcs. complete according to normal practice and made good.All schedules shall be compared with all plans and elevations, New interior or exterior walls -Cabinet fronts shall be hardwood stiles and rails with raised or flat panel doors and drawer fronts as approved by and any discrepancies or conflicts shall be referred to the Owner or Architect prior to procurement. Architect and/or Owner.Drawers shall have nylon ball bearing drawer slides. Hinges shall be full overlay European -All work is to be guaranteed by the contractor for one year after the final payment by the owner,or upon the date of Interior Walls- 2 x 4 wood frame construction @ 16"O.C.with 3 112"unfaced fiberglass batt insulation between studs. Finish both style. Pulls shall be brass knobs.Counter top and back splash shall be laminate in a standard color, receiving an occupancy permit. - - - sides with 1/2"gypsum wall board(GWB). - -All work shall be completed in compliance with local and state plumbing,electrical,and safety.codes, Exterior Walls-2 x 4 wood frame construction@ 16"O.C.with CertainTeed R21 unfaced fiberglass bast insulation,ore equivalent, -All required permits are to be secured and paid for by the general contractor on a timely basis.All certificates of g q I inspection,approvals,warranties,installation instructions and operating literature shall be turned over to the owner between studs with continuous vapor retarder on the interior face. Finish interior face with GWB.Exterior face shall have 1/2"OSB before final acceptance of the work. sheathing,housewrap fully taped,and siding material and coursing shall be as indicated on exterior elevations. -Completion of the project shall find the premises broom clean and free of any debris. Roof FramingSizes as noted on framing tans with CertainTeed 10"R38C kraftfaccd fiberglass bast insulation,or equivalent, -Construction vehicles shall not to be driven or parked in areas that are staked/fenced off in order to protect existing " g P g q vegetation. between rafters,vapor barrier laid down on ceiling strapping. Exterior face of roof.trusses shall have 3/4"CDX plywood,15M roofing { -All dimensions are to the rough unless otherwise noted. felt and three tab asphalt roofing material with 30 year warranty.Supply 3"continuous soffit vent and ridge vent throughout,Shingle iI -Building plans shall be at the job site at all reasonable times.The B 'din Permit shall be prominently displayed on Vent 11,or gable and wall vents as shown on drawings. .I the Job Site. ®�� II SMOKE -RS ' Floors Framing.-Sizes as noted on framing plans with CertainTeed 9 1/2"R30 kraftfaccd fiberglass insulation,or equivalent,between /^ "`•^ ---•- joists,vapor barrier up.Subfloor to be 3/4"plywood glued&nailed down to joists.Ceilings shall be finished with GWB. DETECTORS��a S R EVI E�q}f Insulation Note:All floor joist spaces around the perimeter of the exterior wall shall be uniformly filled with insulation baits with continuous air seal to exterior.All rough openings for windows and doors and other spaces in conjunction with mechanical or electrical I I T + penetrations in the exterior wall or roof shall be packed with insulation and airtight.Roof tnisses shall have 2 z 6 blocking above p TABLE exterior wall late[o provide ventilation aloe the roof lane. 4'-7" 5'-4 1/2" 5'-4 1/2 4'-7BAR .- -. p p g p BUILDING DEPT. D� . 4'-7 1/2' � w3 w3 5'-0" S_0" w3 I;. w3 2 2 r:. D2 D2 I_ rne.eia..,an rna.Ria."mn � _ ' : ❑. ❑ -r--. -. i !RE DE A TMENT - --' i ' A/A71RES ARE REQUIRED OR PERK; ill N A11(1 0 Q Kitchen Kitchen p 0 3 Bedroom I Bath 2 —Bath 2 Bedroom 1 3 _ r — °O 0 r _ _ °w iow— o Bath Bath 'n 'TJ C_ F1 O , Hall ( �\ ''Hall '^ 8'-4 3/4" 3'-3 3/4" 3'-9 I/2" 3'-9 I/2" 3'-3 3/4" 8'-4 3/4" Util. _. ___Util. asc 4 Polc and Snclf Shelves an D Snalves T Pale ma Shelf M1 24-313 — —34x2U 4 S S 3__06 3_0, ;0 .. ,� Porn enas -- =dsnmr: - Y I ---_-- ------wall at T-0 height �j Living ________ ________ Living M ❑ .2.z4wall v 3 Bedroom 2 ----_--- Bedroom 2 3 N I D7 = ro o_ Dl .. DI =4�4 ' " W3 4'-3„ W1 2 11.'_ .2 I1 .. ..4'-4,, 15-6" 15'-6° 15-6 15'-6" I Second Floor Plan First Floor Plan FIRE PROTECTION: r -histall hardwired smoke and carbon monoxide detectors,as required.Installer shall meet with local fire - inspectorforlocalrequirements. -@=smoke detector,Q=combined smake and CO detector. - 1 EXHAUST FANS: -All bathroom exhaust fans shall be hard ducted to black roof cap or white soffit cap. LIGHTING: STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 I st Floor Building Plan __d=Exterior wall light - - 15 Lindcn Tree Lane 17 High School Road Al ©Streibert Associates-Architects Chatham, Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Scale: 1/4"=F-0" 25 November 2019 STRUCTURAL N07E4: -All new foundation walls shall have 2 x 6 pressure treated sill with sillseal at all wood/concrete joints- . -Framing lumber stall be 02 Spruce Pine Fir or better.All framing members meet AWC span 1001 requirements. . -All bearing walls shall have double 2 14 tap plate with corm7s overlapped and splices no closer than 32•over studs below. -All second floor openings shall have 2-2 x 10's for headers.typical. 110 MPH CHECK LIST CRITERIA(See A3) -Aspect ratio IJW(31'- 264r)is 1:19.Mean roof height avg grade to avg rod=23'-4 1/4•-Rod pitch is 7 in 12. -Wood structural panels 7/16•are Used for all wall and roof sheathing,installed vertically from shoe to plate or on rods with 2 x 4's horizontally at all splice lines,and with mitings to meet Table 2 requirements of Sd nails used used 6•oc. along all edges and 12•ox in the field of each panel. -First floor stud length is 7-9 12•and for second flan stud length is 7-3 112•- -All headers have a spans greater than Y-77/8•but no mom than 3'4•and shall be framed with 2 full height studs- . -Both Ist floor side minimum length walls(26-W)have 100.0%full height studs.where 73%is requimd.Second floor side minimum length walls have 64%full height studs where 39%is required. i -Front I st floc maximum length wall(3114•)has 63%of full height studs.where 43%is required.Rear first Moor non hearing wall(31'4•)has 69%full height sorts.where 54%is required-Second floor front and rear maximum length walls have 65%full height studs where 27%is required. -No opening is higher than&4r ' . - -Top plate splice length shall be not less Ihan 4-0•with 10-16d on each side of splice for the 2N-0•wall and 8'-0•with . 26 And nails on each side of splice for the 6T-0'wall- - -The roof is formed with paired half gable prefabricated trusses_ -Each Miss end shall be tied down with a Simpson H2S rafter tie(535 lbs•uplift).The ridge shall be reinforced by ISTA '18 ridge strap(I.235 lbs.tension)on every roof truss pair. ° Overhangs are limited to a 66 projection at the eaves and takes are limited to a 4•projection- /-_,Pr, � - i � � sae n ptaiionoote rill sot se2mare on ri11 tan { and ap ." i and step - --- ------------------------ i \ ---------- E�] blockieg as 4'4`nc,typ. Nn2iog a14.0-ac,typ. Ll id N o 0 u e 2-2x10's ________ -------- 2-2i10s , m m a_ __ 1_ m 2-2x lth 2-2x lbs /Q O err 4'-0•uc..lyp- al 4'Jl•ue,Iyp. y • a e — - — .' - - • i i I r---------- --------—- -� . . - --- --------—------------ Ceucaele ptafform . hods•qV, . :and steps. 41`17 ! - see2mte onon Nand Floor Framing Y First Floor Framing -Roof Truss r me braced with a 2:4 co the flat 8'al•a1 6`0'-0'a ere S Sceae cross Section A6. C• -Roof Iron design is pmvirlod by Nawtan Inmher. Ilee G' — �G r N0.-296 'zr r 1 AI .J STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 Ist&2nd Floor Framing plans 15 linden Tree lane 17 High School Road 0 Stmbcrt AssociatesArrhireds Chatham, Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Scale:1/4'=1'-0' 291anuarY 2020 s 12 d Second F7 r Ceiling ® ® sla� V6'wooM ardb=d s Second oor Firs[Floo Ceilin • . Fist Ft Rear Elevation +..•t�..Iyh seivgr mormt=_ __-- _ Iz - �r _--w�ah—i—(whec)Gum= - - - - - -woe dpywpptda - ——- Second FI r Ceiling Q Second H r Ceilin Flush ntc•typ. ® � tatetyp• ® � ® ® 51 r N r Second Floor 4 . . —.—.—._ 6'woodbatdbmntchaphuard Second oor_ "—dn.A�a dW—dg First Floc Ceiling " .m - = First Floo Ceiling - - ao ova 60 9 FM 9 u U =E _ Fist Ft Frst ,�G� �h�r��SO left Side Elevation Front Elevation p CH �r Right Side Flevarim WPOSft b2 d STREBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 Elevations �G� 15 linden Tree Lane 17 High School Road 0 Sueihat Assoc.w._Ar_IwL� Chatham,Massachusetts 02633 509-945-1459 Hyannis, MA 02601 Scale:1/4'=1'-0' 29 Jan 2020 yi �Y a Top of Ridge 4- 1p bmses by 1. 'i waa bracing 2:4•s. 8'-8•long,az 6•-0•oc.maz typ. — ——— I Second Flor Ceiling Second Floor First Flooi Ceil ng f i m I Typical strap. FIST f I Simpson LSTAIB — —— -- —--—-- — -- Top of Ridge QmW Spas with 2•coot cw bm �o• m� I j . 4 ------- I I 12 E I - rl/aziamllamhsr I I I wall bracing 2 s 4's, . I j 8'-8•kg.az B-0•oc.mas.rfp. Longitude Section I i Typ:d to down e-cb mad Second Flo Ceiling Simpson R25A r 5 Second Floor . hlasb 16•oc. h101916•oc. -—'--- -- ----- -— — —First Flooj Ceiling q I Fist F - hlas@16•oc. hlas®16•oc. ---.—.—._..- --- - Gaul Spam w"ahromarse 8s/ ----------_----p—y— 31'-0• 4 !PG.0 AP I p } Cross Section Z ND•285t3 a O STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 Sectons 15 Linden Tree Lane 17 High School Road ►V,v n ®Suctbat A•.ri Laics-Architects Chatham, Massachusetts 02633 508 945-1459 Hyannis,MA 02601 Scale:1/4'=V-0• 29 January 20M OOR SCHEDULE WINDOW SCHEDULE FINISH SCHEDULE TOWN OF BARN TAB 5 TYPE GLAZING HARDWARE MARK SIZE R.O. TYPE GLA23NG ROOM FLOOR BASE WALIS ' CEILING D 1 3'J)•x G-8•x 1 314• Jeld Wen GL-60 WA Entry set,deadboli W 1 �T-77/8'xV-3 3/4• AndersenCrafL�an 50 Series 28x44 Ifigh performance w/simul.div.fife Living/Diuog Room Carpel Bmsco 8385A GWB GWB D 2 T-8'x 6'-8'x 13/4' Jed Weo GL-684 ADL msd Entry set,deadbolt - W 2 -117/8'x2'413/4• AndersenCraft&um50Series20x30 High perfomce w/simul.div.lite Kitchen Sheet Vinyl Bronco 8385A GWB GWB 2'-6•x 6'-8'x 13/8• Masonite 6-panel W m A Dumy knob w/ball catch W3• -7 7/8•x 3'-11 314• Andersen Craftsman 50 Series 28x40 Migh mformance w/simd.div.lite Bath 1 Sheet Vinyl Brusco 9385A GWB GWB D 4 2'4•x 6'-8•x 1 3/8' Masonite 6-panel WA Privacy Set Hall Carpet Brosero 9395A GWB GWB WINDOW NOTES: Bath 2 Sheet V' Btosco 8385A GWB GWB e w D 5 � Tfi':6'-8':1 3/8' Masonite 6-panel WA passage eel _ Mons ph egeas Vinyl D 6 2-7-6'x 6'-g'x 1 3B• Masonite 6-panel N/A Bi-passing sliding door w/recessed pulls -Address is 13 miles from Nanbickct Sound and all new doors and windows are not required to meet for resistance Bedroom 1 Carps Bmsco 8385A GWB GWB 07 2'fi'x 6'-8'x 1 3/8• Masonite 6- 1 N/A Durum to wind-borne debris. Bedroom 2 Brosco 8385A GWB GWB knob w/ball catch _Exterior Trim shall be 3/4 a 3 12 01 pint.Grilles shall be as shown on exterior elevations. -Interior Trim shall be Broseo 9710 casings with Beeson B 1268A sill(or equivalent)and Bmsro 9645 apron. FINISH NOTES: aerr•—DOOR NOTES: -Double Hung Windows shall have vinyl tih tarn balanom.sash locks,and full aluminum screens. -GWB- 112•gypsum wall bond fully taped sod prepared for painting. Interior door shall be Masonitc•solid,smooth finished,six panel doors. -AO window and doors shall be installed on silicone caulking beads with 6'strips of Vycor self-adhering flashing at -All closets shall have finishes equal to the rooms they sore. Hardware shall be by Schlagc,Plymouth series F,brushed chrome.Locks shall be keyed alike. heads and jambs pan flashing at all sills,and closed cell foam air sealing all tough opening gaps. -Carpet is dund glue down on the plywood deck. Provide clear rubber bumpers or silencer,3 per latch side of each interior door. -Contractor shall submit ho the Architect a copy of any order for windows.so Out final coordination my be made. -Sheet vinyl requires I2•underlaymem board. Do not under cur interior doors without owners and architects approval. -Contractor shall comaill owner in order to provide blocking for bathroom accessories during framing.Accessories by -Provide fdl lite aluminum storm/screen door for exterior doors that are not provided with one by manufacturer. ARCHrITCIIJRAL WOODWORK: owner,installed by contractor -Provide pan flashing at all exterior doors. -All wood edges:trim.stair pars,mouldings,ere.that are exposed to the hand shall be eased with sandpaper and GENVRAL NOTES: -Contractor shall submit to the Architect a copy of any order for doors so that a final coordination may be made. smooth to the touch. -The General Contractor shall rd familiar with all existingme d epic and shall verify all dimensions ns alive b the -NA-Not applicable .. -Closer shelves,uprights and pole supports shall be 1 a 12 clear pine or 3/4'AC edge banded plywood.sanded with work contained herein.Any conflicts or discrepancies betwe®depicted design and these specifications shall be all surface defects filled and prepared for painting.Each closet shall have a double pole section with one shelf and a nVorted to the owner or architect for resolution prior to the installation of work Wort can be changed without additional LEGEND-Energy compliance single pole section with two shelves.Shelves are as shown in drawings and in linen closets are 7 high.Provide cost to owner.AB assemblies and components for the m" shown in the workingdrawings or specified to be installed blocking for closet shelves.standards and poles. complete according to normal practice and made good.Apischedules shall be compared with all s and elevations, '. New interior or exterior walls - -Cabinet fronts shall be hardwood stiles and rails with raised or flat panel doors and drawer fronts as approved by and any&%trepan u s or conflicts shall be referred to the Owner or Architect prior to procurement. Architect and/or Owner.Drawers shall have nylon ball bearing drawer slides.Hinges shall be full overlay European -All work is to be guaranteed by the contractor for one year after the final payment by the owner.or upon the date of . Interior Wags-2 x 4 wood frame construction®16.0.C.with 3 1/2'onfaeed fiberglass bar st insulation between studs.Finish loth style.Pulls shall be brass knobs.Counter top and back splash shall be laminate in a standard color. receiving an occupancy permit. sides with 12•gypsum wall board(GWB). -All work shall be completed in compliance with local and state plumbing,electrical,and safety codes- Exterior Wags-2 x 4 wood frame,construction 0 16'O.C.with CerramTeed R21 unfaced fiberglass ban insulation.or equivalem, -All required permits are to be secured and paid for by the general contractor on a timely basis.All certificates of between sods with continuous vapor retarder on the interior face.Finish interior face with G WB.Exterior face shall have 1/2*OSB inspection,approvals,warranties,installation instructions and operating literature shall be turned over to the owner Barnstable Bldg. before finaloft�_ofthhallfi. . sheathing,hotrsewrap fully taped.and siding material and ronrxug shall be as indicated on exterior elevations. � . �... Dept. (� -Completion of the project shall ford We premises broom eirm and see of any debris. • Root Framing-Sires as noted on framing plans with CartainTeed 10•R39C kraftfaced fiberglass ban insu'A ,or ogdvalem, - P -Construction vehicles shag ant to be driven or packed in areas that am staked/fen ed off in order to protect existing between ratters,vapor barrier laid down on ailing strapping.Exterior fact of roof trusses shall have 3/4•CDX plywood,15t roofing �_/ vegetation- felt . and three continuous tab asphalt roofing material with 30 year warranty.Supply 3'continuous soffit verb!and ridge ventY•t throughout,Shingle . Approved b /�ffr� -Ali dimensions are to the tough unless otherwise noted. Vent H,or gable and wall vents as shown on drawings. -Building plans shall be at she job site at all reasonable times.The Building Permit shall be prominently displayed o0 the lob Site. SCANNED Floors F*avapor barrier Sias as oiled on framing plans with CeruroTeed 9 down to R30 krajoists. Ceilings fiberglass mnished it equivalent,betwcon Permit #; joists,vapor bnrier up.Subfloor to be 3/44 plywood glued&nailed down to joists.Ceilings shall be finished with GWB. ,rl Insulation Nate:Ali floor joist spaces around the perimeter of the extnirr wall shall be uniformly filled with insulation bans with FEB 0 6 2020 . continuous air seal to exterior.All tough openings for windows and doors and other spaces in conjunction with mechanical or electrical - penetrations;in die exterior wall or roof shall be packed with insulation and air tight.Roof trusses shall have 2 x 6 blacking above - exictu r wall plate to provide ventilation along the roof plane. - - P.-.J.- 41/2• 5•-41/2 V-7 12' B-7 I2•5'-0• I S-0• - -- - ------- cn _______ 1 19 1 en 0 Bedroom 1 Bath 2 nth 2 Bedroom 1 O° hl�I I I Cl O Bath Bath r - --r___ 'O 4y Hall Nab ® �9 M D6 e , ® ® . o D6 8'4 3/4' T-3 3/4• 3•-9 1fr 3'-9 l2• 3'-3 3/4• 8'4 3/4• . -7 rt�aa i p5 < era--- ________ ________ r ------ atY height - - 19 m m Living. -------- - ------ Livin(; 2:4 wan Bedroom 2 Bedroom 2 � 3 El WI DI RAj I w3 4_3• j . T_pp• r pp• 4•_3. ea• j I j Oct- IS'�' 15'-0' ,o AR Second Floor Plan For p Sst Floor Plan �� Q4 T y� FIRE PROTECTION: O NO,2S96 - - - Install hardwired smoke and carbon monoxide detectors,as required.Installer-shall met with local fee UJ inspector for local requirements. --- - - -CHAT-VA'. ~ ' -©=smoke detector,®=combined smake and CO detector. •, EXHAUST FANS 7� -AD bathroom exhaust fans shall be hard dueled to black roof sap or white soft sap. ® ��'r]Q;C�y\•.� 03 I �IPPHExterior wall fight STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 1st Floor Building Plan 15 Linden Tree Lane 17 High School Road Al 0 Strcibat Assodatrs-Armored. (Latham,Massachusetts.02633 508-945-1459 Hyannis,MA 02601 Scale:1/4'=1'-0• 29 January 2020 FOUNDATION NOTFS: -Provide 518.1 120 J-anchor bolts @ 3•-9—oz.with 3.13.1 I/4•pl.washer and with a®nimtm of 2 per sill weber,and a malimum of 12•from member ends ar corneas. -AO.v+w••P•P foundation walls shall have 2 t5 bars top and bottom of wall with 1 112•minimum coverage. -Provide bituminous damppcoofing on all ez rior walls below grade and down over soy of footings. -Crawl space shall have clean fill with no coostructim debris.Cover with 2•concrete dust cover.Provide 14.16•operable vents where shown on drawingsif required. -Foundation concrete shall be job otixed or ready mixed with a sharp to produce the minim, wive strength at 28 days of 3000 psi. •-----------• •------. .. { { ----- Concrete foundation watt , { • - ��a�10•Gamete gr below a • ade 7. t r _ - L •Concrete foundation wan - { �20•:10•Ccocrete fodmg with - - {- tattom 4'-0•min.beJoW grade - •Comete foundation wall .r • Xr x 10•Concrete footing with • {' • • , . �bonam 4'-05 coon.below geode -_____,, _____ - 2•concrete dust cover - { 2•concrete dust cover { { S • • ; 1 _______________________________________� {. -_______________________-_______________- bock=0•Ccncrn.ftbelour gr with / Fa • 4 hattom 4'4P min.below grade wa-81j� _______________ S.Concrete foundation ^ :T,,j -A`� .• , -----------------13'-0•- FoundationP ` Cp .: 31-0. �OO�P� ri N 0,2 SM Y .y, q `}1ANV — �✓? STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 Foundation Plan Building 15 linden Tree lane 17 High School Road �6 ®�"'� 'Architects Chatham,Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Scale:1/4'=I-01 29 January 2020 Table 2.General Nailing Schedule Contractor shall comply with all items listed AWCGtdde b Rbod Caorracrroa;,ff4h Wi dA_.J10mpAW dZ_ M-sa-chuww Chxkhsl f-ComPh—(moo ChtR 5301 al.1) NUMBER OF LISCOrs JOINTDFSCRIpTION COMMON NAILS NAILSPACING Wmespm01--ssso uo.aa x Roof Framingwd E`DO�`a"•0"' B x Blocking to Rafter(roe-nailed) 2-8d each end uwrnrcAmrrry Rim Board to Rafts FnLnail 2-I6d each meal N°m"'d9pir a z:zoom x eaafPad D Wall Framing T.l2sti12 x .. uis.Bnorti�ae twna zTr no x Top Pesters ai lotnselioos(Face-nailed) 4-16dE.6 ff wsnl�awi, 3) zba:mv x Basmt ARea sac 0/a') p-as 3) 31'V s mo• x Stud to Stud(Face-nvlcd) 2-16d o-o I I91 zl x N9mW I4ieY dlalkse aauus (t-n0 6•S 6S x - Hauler to Header Po1oe-ruikdl 16d Floor FramingUiYAimdG rAMmL7toe5 wc,l®wvrs.m tam.nm..ce:a. rt+lte a Src gust.Joist to Sill.Top Rate a Girder(fee-nailed)(Fig.14) 4�8d per joist x Blocking to Joist(Toe-naaoi), 2-8d each end It FGVKDArrrlN Blocking 10 Sill Of Tap Plate(Testa-nailed) 346d each block raa.a.ea a'0a�"•+ damc,B s.m 1 c— a.ea:[mwoae . Ledger Strip tom Bea or Gust"((Face-nailed) }1 f,d each jpy. co.w,e awn xNu x Joist on Irdger to Balm(roe-nailed) 343d per joist uwNamRA(z tontauamwtive Bared Joist to Joist Fad-nailed) 3-16d per joist zs ASYoe Bali maeddea d58•rkao sv and�l A.w,,..,rmr:•' sedr Band laid to Sill or T Rate(Toe-oai (Re.1 2-16d foot p'•� (rrleo as x 11aa Spwoyef eaNaar dptae 6 6 Ir x Roof SheaWin - (Fan e•a r,ahpa� e"tee x ffs S) a•ar n Wood Structural Pawls - �E b.1--rev wA 1s x rafters a trusses spaced up to 16•nc. 8d 6•edSU6•field �%uh. s r s r r 1w.•:3•r r a 1/a x rafters a trusses spaced over to 161 o c 8d 4'edge/4-field 11 n.00as - gable eadw•a8 rake OF rake urns w/o gable overhang 8d 6•edWJ6•fi dal Iiov r"ms rob�dutsa - L ]aDt7B o.na s rdm wwc m x �'®liver a0"`°im`�°' as sr B•9• Iza rn vrz x gableead a trall rake trussw/structural alulookets 8d 6•edge/6•field rlleaw eeo smd rZorm.elsm.z�. mr o-vs oo m,..wm.a le eodwall take or rake truss w/lookout(docks 8d 4•ad 41 field x oast®rise °swat' oa SRpoaaa Ceiling Lapdbea,an yw&fft avast Oa 7) N/A x . dia Sheathing ar®ara�rearwro.m SoPoaue tmdbeain wa@a a Samoa Gypsum O-0- Wallboard Sd coders Ted 10'field - we rae.rm Ali ww x � tT.s 91 fdOL Wall Sheathingrm saaem x.s gyp• 7 cWRckW---) CIssde sfvw•ood x Wood Structural Panels T n Shcvtbil twmeaae o T cb(8 e3apur ss) 34 x Y..a,a6•sdae studs spasm up l0 24•ac. sal 6•edgeJl2•fide (r"2) let•aeg x It--and 2532'Fiberboard Pa" 8d 3•edge/6-field err wAru WA Mae 1/2'G Wallboard 5d coders Teel IO•field L-&Raa�+ns lFs madlwsst 1 QT91T2d QT3 Vr' x Floor Sheathing t'-4-&sus woo. 8® (Fn 10a T"SlWA W I a T 91?2d Q T 3 1? % . Wood Structural Panels - aaa am eve tFc to and user 16 it x (Fxar�s) NIA x 1'or less 8d -6•odwJ12•field err R%TPYIIOR wAr.18 . eater Than 1• '. IOd Weel 6•field - w oa 1 •�-"ems' R�Ek S) T91/L 2a1RT31/I'2 1 X N L..dbeuae walk (hale T 7-9 1fr Sal Q T 3 Irz•2 n/ X N _G Fed WA B,an 1.This mettliY rhaB he teal m its edinxy,mdudiog the speorw carom owed ie 2.n am�ty -th We 91*i,mmts d 780 CAOt taB Heir Fdaa Sue,5901.21.I rem I.if Lb.chm"in is met iw its m WY aim the rdbssieg mgd strap and bold d--ate m Rapid pa the WFcm (fe m v r v$ x 110 mph Guide wsp—tiov Isa(1_a !fn 111 N. x a sloe Strops per fig..5 gyjssm Cain leaps(r Wsr,a-'Q h 20 Cng Sbgs pa figuee l l i r l Cuumou iyaal sou a 6a we fFit U) 9'r x e Uplift Sumps per Fig-14 - tut WA x d AB Straps per Fig-17 Ibaale Tapflae . Cart Sod Hold 0—per Fiipee His sod Tigre 186 SOBss lord list U d raale6) T 9• % _ 2 Fist 0 M Gpmieg hfights of Its b8 a A20 he permiffW w1m 5%is ssts d b the recent(Ld-hdtw sf h svp.sma+ts show io fable 6) 9 x Tables IOmd 11. ludtratvn WallCmeoua 3.The balm ei0 plme io knm aa0s mil be a saseimen 2 in armed deck n peesase 6 AW tl_py&- t d(a dsaAuid Ibd stone oa) (rags•) t ][4 riom Tags IOad It ad IorJiaa d�:y1 ad Bui16R AWP Ratio.deamiw Point PoIrH6&Sbmdi g and tirl � rbrn+dbsaae W+s Comm .. 08--ps s,,s. lateral(so.deadwsed 16f oa®ate trot x a Wad Sls-ft el Prods shall be miniomm and—d 7aG,ad be imlaned as fellows z1,_ud Bsari.n O R'as puiwp(wma l+epa open Wdad m bempAaax ta6p 9) i.P ds shall be imm0ed with sbcr glh .is p.Mid b ms�. lr u.AB haiaoad pints shall rsarx ova ad be oailal b bsmi,g. sal nos Spawn (hale 9) ro u r x ui.Oo single sbry exenstressim,pods AMbe auamed b holm pales ad kV mmher d the d-ble sop pale. rt+1t 91 rs 11-0' x . 'v.On two slay a i emsbudim.upper Ps shall he ale Led b the lap mmba d -pp-m Me egyutle rep ptpe and b bad joist al - r•B rlsug Sma(ao.dvsds> nWk 91 x x batom d peed Upper atammad d'leaps paid shag he made b ipd pint ad k,wer wammml made b lowvsl pule a Tiro floor N°•Imd Bann w.o oP.un.bawd tarsv spea.a w dud aB bmdenu table A ss® m61e» zs uzo x • f v.Floimsal cad s'paeiog tl daLle Plates.baodpsta,>m gi,dpa mall be adatle,oa d 8d staggered a13 i Lea m eeolQ per. sal Sw _ figwa helw:Vatiey ad Fbimsal 7•iailmg fa Panel Auaemans. rrs llsvas Sea,(.wdoy) (rthe�ie� TS ITZ x Fbma WA seaa.noama th"rd savS.rimy NOTES ON TABLE 2 aG®Baadiat fameay W - -Stnscttval butt Prods the avub Q4B lb moaned as schedule above is a.The lop d the 0w prod me q he a m�d No®1 oasts ar'ta0®oomea ss es x 2•alrre the bottom d the the lend'piss With We steel-log ariredo&of the two roes d 8d rents 3•o.e a7aggeaed,as is Isquired —- at the top ad bm=d Cray WSP The top d upper paid shop overlap top plate.and bouam of Sable end panels shall overlap - a..s.•.TYP eve o wpod rs.aval saw0 x dembie W.ss'6ieh is—erred by 16d mils 3'-0•es e _ tales Na swan fhge to IYIW 6 dp.bb 3 Iona x - Bald Na span [rail In1 12 isL % • Soap ap.aaaw(.p.dl6d wmmos wept fnbp l0) ] feu x R,nr,R&1kia,SaeWu Tbk 10! 1st Q NO%2sd n 64% x _ %Addimad Sampan bw wteaQmt>BS weaPc�.Pa N/A x siaaawa tlwian Is—L N®tl neiae rL 9EIMS 6S b'S x _- seesaw-type arowo Wood aemml woe! x ms,Na Soai, (11al 11 Iirler) 6 deals )Iona x rdd Na Soauar (hhle 111 12' x l n—e roe xa"Oa(awdl6d®ob) rtage In _ Rwa:a RLLtlride Sieasun - (hge 11) la Q 6)4 694 tad Q 69b X 34AAA—d Sbeain beast M(>nuvs>6S Neon cewnl WA X WA cwd z Q &swidspeaa T x %I ROOM saoffoe.e Saba Ran dutsdi (1ev78a)OB ONb 55 xaam�aAWC ,od x s°°Iosnaen Qv 19) 6• ®nvd2 w x re®o t1,lrQ�a famm.a�e iwp.see3 Up6w (rage la tb%n 6 x ` tyal rtWsla L176m x sh- Rdpr9r•Oea.ems./m4,eo sal Peezl rtge la 5 V- x Coble sets Orloolo rtdlr Ut r ere b x ' zr�asmweoo. eu zm 4• vderdr vi x a tia4uadboeeg rVW P.P-e c..area Ur6d frAkM Ib lab x teasel fawdr6d mrwaaa L) Rehr l0 L2Sl as x �sar�a TBaOm .wed• CI1X x Itwf sasasia Taicbsa Rod sa-uiws rawv; mge a m..a.a 6 dpw! D n �S� PEPSTSr� r C#IA.7-iW, ~ S'IREIBERTASSOCIATFS Architects Seashore Homes,Inc_ 1915 SWcturdlChecklist � 15 Linden Tfee Lane 17 High School Road ®Stmbert Assogalcs-A1CLOOGs Chatham, Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Sal(:1/4w=I-01 � LEGEND 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -*--[99]— PROPOSED CONTOUR SCANNED E m e 198.41 PROPOSED SPOT EL. FEB 0 6 2020 I"te�en TH 1 St. ocu St. 3 } TEST HOLE Sooth Y CBDH SLOPE OF GROUND FND , �i aG SCPNNE� St. oac� m cQ, UTILITY POLE MAP 308 PARCEL 260 FIRE HYDRANT JOSE LLIGUICOTA �� ,� 33 �. Nar ALL seas MAY �I�urt IN ow►rntaG DB 30810 PG 191 PIP CBDH 2 0 4 O FND Oak 32 CBDH i g'� ,,� � f e� s Lewis NOTES FND oo0 -5 / �r �O Sosnotd St. Bay1. DATUM IS NAVD88 �v'>. C1 3 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO M,4p 00,BE USED FOR LOT LINE STAKING OR ANY OTHER KEjvly 3 pgRC ' �.� G�� LOCUS MAP PURPOSE. MST Et oe cy & Ro& 92 , 1 / �o SCALE 1"=2000't 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING^ DIGSAFE (1-888-344-7233) AND VERIFYING THE ,, PC N IN '7 l c9 ASSESSORS MAP 308 PARCEL 259 & 259-1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES i`3 CB ` EXISTING 5 + �-. BENCHMAR . PRIOR TO COMMENCEMENT OF WORK: MIXED USE "5 / ' `Y BASIN ELEVATION 4. SLEEVE SEWED LINE AT ALL WATERLINE CROSSINGS. '�j� BUILDING / A '� =31.75 NAVD88 5. INSTALLER TO CONFIRM EXISTING SEWER INVERTS PRIOR ZONING SUMMARY ' TO INSTALLATION. o�-G 0 3 � Ad ZONING DISTRICT: HVB DISTRICT 6. SEE SEPARATE WATER SPECIFICATIONS/DETAILS. > >� `39- O SM EX. B cK SMH I 21.5t INS MIN. LOT SIZE 5.000 S.F. MAP 08 PARCEL 93 -� • � oo N 22. MIN. LOT FRONTAGE 10, NAR DER & PARAMJIT PR OSED �� 32 �� 2 dl., MIN. FRONT SETBACK 4' THIR DU L X rye,. �� 59• �O 0 - D 7548 PG 346 �� ��r / / P�S j �, �� MIN. SIDE SETBACK - .� �s % r MIN. REAR SETBACK s PAVED S \o �' MAX. BUILDING HEIGHT 42' RK �►' 5 sy�� F? y"t Co SITE IS LOCATED WITHIN THE AQ FER LO 25,42 ,F.f � ��� �?o�y B i <o� PROTECTION OVERLAY DISTRICT JF 32 . , , �-op RIM 1.5 LARKING CALCULATIONS: . �f11N1 0 '�.•-n �� H 1 INV. 5 OFFICE:PR OSED - 6 RIM 31.6 400 S.F. (1/300) 2 SPACES REQ. c � '....... : ? �`L Mr DUPL X y�� `: ?: .: �� INV. 27.1 RESIDENTIAL: "" ' E 10 UNITS (1.5/UNIT) = 15 SPACES REQ. > . SMH2 i':. 2. ti MAP 308 PARCEL 101 +1 VISITOR SPACE/10 UNITS = 1 SPACE REQ. G ......:. ... .. PROPOSED IW S STEVEN J PIZZUTI TR j LEX („ 2— DB 6807 PG 72 TOTAL: 18 SPACES REQUIRED =".= P 1 F o f tiy� „gip s" 5% f •5 ' ��/ 2 WV. 26.6 18 SPACES PROVIDED INCLUDING 1 HANDICAP 3r o P 308 PARCEL 94 3�•s 30 RI 32.5,Y� INV. . 6.6 HN E COTELLESSA o - � h 6 ,,� DB 22186 PG 229 A.. ,yhC2 FJ o CB �ro0 o FND \ Jam, PF3OPOSED Ir% co "= OKEN >• o � `�� EX '� .� RIM 31.8 > ,\ 0 cso,. \ ;/ INV. 27.2 29 o < B2 0 NV 27.5 SITE PLAN 0 �!*A •so,�o°oo� of �41 #17 HIGH SCHOOL ROAD t fit AP 3 PARCEL 100 HYANNIS, MA MAP 308 P L 95 ELEANOR D SISCOE TR BROWN B f� LLC DB 8650 PG 332 PREPARED FOR DB 287 PG 301 CB FND ' JACOB DEWEY TIPPED FROM F OF � DATE: DECEMBER 18, 2019 RNER } o�� DP,NIELA. c %� DANIEL a' o OJALA �, Al / rs Cil%tL Cn ,LA �l`� off 508-362-4541 q No.46a02 No.4,3980 i ( fax 508-362-9880 8 PARCEL 99 ��� GISTE�`�o�``� �0 1ESs�°aP I downcape.com ALLEN J WHITE TR F DB 28143 PG 216 +tt�OWI1 capo edgineerINONJ toe. civil engineers Ion d surveyors Scale:1"_ 20' Y DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) BICE # >9'-2eJ 1 0 10 20 30 40 50 FEET SHEET 1 OF 2 YARMOUTHPORT MA 02675 19-251 Top of Ridge II Tp ✓�� 2 9 VUN 2020 8 Wood trusses by National Lumber OFARNsT�B�E 5/8"Type X DensGlass Fireguard sc Single Closure Panel 51 _- -_ Second Floor Ceiling Gypsum Wall Board ",\- — botof h sides,typical. 1 -- 2 x 4's @ 16"o.c.both sides, -- — typical. 5/8"Type X Gypsum Wall Board =_ -= both sides,typical. _— -- 19 3 112"JM Mineral Wool Fire — — Block Insulation Batts both sides,typical. - 1" IM Mineral Wool Fire Block Insulation — -" e.i:-en up into space between 2 x 1Q's. _= Second Floor 2x10's016"O.C. 2xIO's@16"O.c. First Floor Ceiling -- 1/2"Gypsum Wall Board _ = both sides,typical. — _ I -- 2 x 4's @ 16"o.c.both sides, -- typical. LLJ ~ "t --5/8" X Gypsum Wall Board LU o _ both sides,idees,typical. Q o t� - CD N c Q _ r to __ 2 x 12 Stair Stringer protected by 60 ...,! —=-a a — _ 5/8"Gypsum Wall Board each stud _ _ space 3 1/2"JM Mineral Wool Fire Block Insulation Batts both sides,typical. First Floor 2 x Ift @ 16"o.c. 2 x Ift @ 16"o.c. N�ith 8"Type X Gypsum Wall Board Outside Grade sides,typical. Pr2x8Sill 00 "Concrete Foundation Wall Aiin PT� Crawl Space Comcre e slab p� =r 1 Y �1ATFiPJM �> MA. �J STREIBERT ASSOCIATES Architects Seashore Homes,Inc. 1915 Party Wall Cross Section 15 Linden Tree Lane 17 High School Road A7 ©Streibert Associates-Architects Chatham, Massachusetts 02633 508-945-1459 Hyannis, MA 02601 Scale: 1/2"= 1'-0" 22 July 2020 SAW CUT CLEAN FULL IN a BUTT JOINT DONSEX ST NGABASE AND REMOVE OLD SS 1 SCANNED PAVEMENT TO PROVIDE A STRAIGHT EDGE. 1" 'WASH JAN 2 2 2020 FLOW F STREETS, DRIVEWAYS LAWNS AND -•-- AND WALKS CROSS COUNTRY • •F . 1" ASH EXISTING PAVEMENT BITUMINOUS PAVEMENT LOAM AN SEED 2 BASE. 1 TOP MDPW TYPE 1-1 AS SPECI IED HEAVY DUTY CAST IRON FRAME AND COVER A MINIMUM INSIDE CLEARANCE OF 24". 6" LOAM D SEED DISTURBED AREAS PLAN NOT PAVED (TYP.) o°• o°. o �. WITH MIN. WEIGHT 425 LBS. SOLID COVER CAST WITH "SEWER" GRAVELo°oo°~°o• �� 1 \ CAPE COD BERM INTEGRAL W/ TOP COAT BASE COURSE CASTING TO BE SET IN 12= 1" TOPCOAT 8" REPROCESSED GRAVEL FULL BED OF CEMENT MORTAR TYPE 11 \�� EXCAVATION— EARTH OR ROCK FINISH GRADE' S ALL ROCK EXCAVATION AND STONES 2" BINDER (COMPACTED THICKNESS TYP) LARGER THAN 6" SHALL BE / \ DISPOSED OF AND REPLACED WITH 6" � \ �\ APPROVED EXCAVATED MATERIAL O O O O O O O O 0-0-0 O \ ��` OR GRAVEL BORROW. 0 0 0 0 0 0 0 0 0 0 0 0 0 r r 00000000000000�0000000000 12" REPROCESSED ASPHALT GRAVEL 0 0 0 0 0 0 0 0 0 0 0 0 COMPACTED ADJUST TO GRADE WITH COURSES OF 00000000000000 �0000000000 MDPW SPEC. VIB. ROLLER COMPACTED APPROVED 2' DIA. BRICK & MORTAR (2 COURSES MIN., o 0 0 0 0 o 0030000000000 BACKFILL .m 4 COURSES MAX.) COMPOUND ON 2' NON FROST SUSCEPTIBL!: BASE EXTERIOR WALL OF MANHOLE 3'-0" MANHOL� \\ ECCENTRIC RUNGS TYP. BITUMINOUS WATERPROOFING CONE (FLAT PAVEMENT CROSS SECTION SLAB OPTIONAL) 12 REINFORCING SUFFICIENT TO °oo°v a WITHSTAND H-20 LOADING NOT TO SCALE °o PIPE O.D. ' 12" MIN. ° CAREFULLY COMPACTED MANHOLE TO CONFORM TO ASTM 8"MAX 12"MIN. \\' SELECTED MATERIAL OR ` SPEC. C-478 9"o IN \�\ GRAVEL BORROW 5" MINIMUM °o° °o o° \\ RISER SECTIONS (AS REQUIRED) 5" MIN. 4' 0 RING RUBBER GASKET JOINT FILTER FABRIC ao: �°°°0 \` CONFORMING TO ASTM SPEC. C-443 IF REQ'o °o$ °°8o°a°°• \' 1/2 O.D. (TYP.) OR BUTYL RUBBER GASKET . °°o°° • CAREFULLY COMPACTED CONFORMING TO ASTM C990 °ate oo °o��o°° o°o \ SELECTED MATERIAL PIPE po so 0 o11ooO°oo°o0°0° °a oOOgO�b°O°o�°o`°�•°po�°eo�:� �\\ 6- MIN. 2' MIN., TO 4' MAX. If RUBBER BOOT CONFORMING TO \\ BASE SECTION ASTM SPEC. C-443 PROVIDING (INLET/OUTLET INVERT WATERTIGHT SEAL CLEANOUT DETAIL: URBED TO MATCH EXISTING I LeBARON CAST IRON LA0910 UNDISTURBED FIRM MATERIAL ROCK UNDISSURFACE PIPE INVERT) , ,: , ` 6" SAN. SEWER PIPE 0,%' -bC>P H-20 RATED FEMALE ADAPTOR & THREADED PLUG c�u / riS Pn.y, VALVE BOX TO REPLACE ANY „ SHAPED BRICK INVERT GRADE AT BLDG. BELOW GRADE EXCAVATION 12 CFI .S D STONE T�fP. OF UNSUITABLE MATERIAL 6" SAN. SEWER PIPE " R WITH CAREFULLY COMPACTED UNDISTURBED MATERIAL SEE MANHOLE, OfW SEP.. DETAILS SELECTED MATERIAL I IN 1-2" LIFTS, MAX. SECTION 4.0"0 SCH40 OR BUILDING EARTH TRENCH ROCK TRENCH CAST IRON SWEEP PRECAST SEWER MANHOLE DETAIL SWEEP INVERT STANDARD DETAIL 4 LISTED PIPE IN TRENCH NTS 4"0 SCH40 OR CAST NOT TO SCALE IRON AT BLDG AT 1.5% 4"X6" OSDR 35 PVC ECCENTRIC REDUCER (10' OFF BLDG.) PIPING DETAILS NOT TO SCALE SEE PAVEMENT SECTION HEAVY DUTY H-20 COVER DR DRILL (2)"D AI C DETAIL SHEET HOLES IN COVER 8" H-20 F&G RIM LISTED COMPACT BACKFILL IN 6" H-20 F&G TO PLAN GRADE BED IN CONCRETE UP TO TO ACCOMPANY LIFTS (TYP. ALL DRAINAGE) BED IN CONCRETE UP TO BINDER COAT PAVEMENT BINDER COAT PAVEMENT SITE PLAN MIRAFI 140N FABRIC OVER H-20 -: H-20 RISERS PRECAST MORTAR ALL OF RISERS •' FABRIC LINE ALL SIDES OF DRAINAGE SLOTTED 12"� HDPE ��, COMPONENTS DRILL (2) 1"0 ='" o z w AS REQ. ADS N-12 OR EQ. HOLE BRICK ADJUSTING COURSE SET L IN MORTAR #17 HIGH SCHOOL ROAD (TYP.) PROPOSED 2.0' ( 12" X 24" N HYANNIS, MA H-20 ELBOW OR LEACHPIT INV. EQUIVALENT C.B. TRAP '1 LISTEDLl 12"0 HDPE PIP :•: ti 6'OX6'-8" SHOREY 6'-6" x 4' I.D. PREPARED FOR INV. H-20 LP OR EQUAL LISTED H-20 JACOB DEWEY ............. MAN HOLE H-20 CATCH BASIN SHOREY OR EQUAL 4' MIN. SUMP r tT.OIVE. . m. 4' MIN. AkOIJ PIT 4' SUMP MIN. OF �' � lF ^� = DATE: DECEMBER 18 2019 FLAT TOP STRUCTURE FDA`!: Flo DANIELA. 6'-6" X 4' I.D. SHOREY SOLID ` BASIN H-20 OR EQUAL e1�n OJAI \6" STONE UNDER �I � I ''' u•I' off 508-362-4541 �U CIVIL L �` ,: ,:,:', 1 1-1/2- DOUBLE WASHED STONE (TYP.) j q No.46502 .1 0 ! "x ( fax 508-362-9880 , c''':' downcaP e.com \Ox �c�srE��` ��.. �` ` >;� •��fix` DRAINAGE CROSS SECTION E�'G' ' -ry- `47 dowa cape engineering, MC. j _ .___. '-� civil engineers NOT TO SCALE l land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DCE # 19-251 SHEET 2 OF 2 YARMOUTHPORT MA 02675 19-25t