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HomeMy WebLinkAbout0127 FIFTH AVENUE (HYANNIS) /a7 7P-r/j G�✓e 1 Town of Barnstable Building + enit*�srwet Post This Card So That it is Visible;From the Street Approved Plans Must be Reta�ried on lob and this Card Must be Kept MASS. Posted Until,Final Inspection HasBeen.Made 16z� ♦ � r Permit pa x+° Where a Certificate df Occupancy is Required,such Bwldmg shall Not be Occupiedjuntil a Final Inspection,has been made Permit No. B-20-1014 Applicant Name: Joseph.White Approvals Date Issued: 04/14/2020 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 10/14/2020 Foundation: Teardown Map/Lot: 245-090 Zoning District: RB Sheathing: Location: 127 FIFTH AVENUE(HYANNIS),HYANNIS Contractor"Name",,. JOSEPH J WHITE Framing: 1 Owner on Record: WEINSTEIN, MICHAEL&JENNIFER Contractor:License: CS=095255 2 Address: 125 FLORENCE STREET ? - Est Project Cost: $85,000.00 Chimney: i r NEWTON, MA 02467 � Permit Fee: $533.50 Description: Build a new single family house 3 bedrooms 2 5 bathrooms covered Insulation: porch and deck totaling 1560 square.feet. Fee Paid $533.50 A building permit was issued on 10-28-19 Perthit number B-19-3362 �< . "Date 4/14/2020 Final: Original permit cost was$165,000 This new permit replaces oltl permit,new permit cost will be$250,000 g Plumbing/Gas Rough Plumbing: Project Review Req: WILL NEED A FIRE ALARM PERMIT TAKEN OUT WITH HYANNIS '. Building Official FD and closed before final Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within s k months after."issuance. Rough Gas: All work authorized by this permit shaII conform to the approved applicatiomand theapproved construction documentsfor*hiWbis permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and.codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or:road and shall be maintained open fcr�public inspection for the entire duration of the work until the completion of the same. k Electrical The Certificate of Occupancy will not be issued until all applicable signatures Fiy the Building and Fire Officials are"provided ohAhis permit. Service: Minimum of Five Call Inspections Required for All Construction Work:` 1.Foundation or FootingAt Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,'Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT DETECTORS =Sa 19a• �l w 2'b• HUNG DOUBLE alllkiNGDEPT. D I N 9_HUNG NUNG ''^^U)O SLOS.RS DOUBLE TS- T�• T DATE Q W HUNG DOUBLE BO N. �Q�� �q� F 0Tf119XM�RfW-FT1NG H W Tc.a9 BEDROOM#3• HUNG SWI MI 5/]jQ9 I£�� T N N N GGG88 J-1P 9'$• T6' I NTH I jUj'V- 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, F-W d o . 12)19•.s8• DETAILS,&FINISHES IN THE FIELD WITH OWNER 0 in N 1za• < DooRs CLOS. n 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT („) (L TV TS-•6'3' FIRST FLOOR TO BE T-0"ABOVE SUBFLOOR Q PKT DOOR a 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS s-T e'-r s-9• 2- m ]•-r TIED BATH< STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 • DEC I 1. 5.) 110 MPH EXPOSURE B WIND ZONE NA A Tsar Iu' I A6 DOUBLE TOUBLIE YB'. g• 6 DOUBLE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED HUNG LE OHVOINIGLE HUNG E tr HUNG VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12" FIELD NAILING SHIP(ADDER LIN 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD (, O ro LOFT O cAa 8.) ALL WINDOW&DOOR HEADERS LESS THAN 4'0"TO BE 3-2 x 6 W/2K,2J RANGE KITCHEN REF 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION J (VERIFY KITCHEN O© OF ALL SIMPSON COMPONENTS DW " LAYOUT WIOVJHER) CLOS. 10.)ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS&SLABS 76•.a5• BED TO BE 3000 PSI AT 28 DAYS HUNG E sINK a 11-)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE b DOUBLE DURING FRAMING CONSTRUCTION ISLAND I �, LIVING HUNG 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. DININ TV BEDROOM#1 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY °� DTEoLBLE EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE �— J ©- HUNG INSULATION CONTRACTOR FOR THE STRETCH ENERGY CODE (CATHEDRA(CEILING) _ 15.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCT ON MANUAL FOR 110 MPH EXPOSURE'B"LOCATION PER SECTION R301.2.1.1 /O/•� 4 ALL 1]•a• n'< 5' s'a• ]' e'-101rz' y I..L m a 16.)FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF - �© ALL WINDOWS AND DOORS 7.)INSTALL ALL ROOF TO WALL,CHIMNEY,&OTHER FLASHING PER Z 2'S•lib z'e•.se• ° MANUFACTURER'S INSTRUCTIONS Z aa• BATH P"'DOOR '� S BED W Q"O-.M. V 2'4 i 49 b OIDING N T DOUBLE 0OfZ HUNG ry O © ❑ xr.f9• IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS O W BEDROOM#2 HUNG E T6• <e• SOFA — O CLIMATE ZONES USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Q W DOUBLE A L 'a TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS L HUNG ; BATH ry sTAC STUDY �� A W Z CLOS. �H .oEea,B W rs-.sr r BED NOTES °AcrwE uwaofa.uE w.0 Hwa e.sE _ � U) W BUILTHN UBBIES m• 5'nBl C CLOS. 1.R-VILLUES ARE MINIMUMS&U{ppTpR3 ME MAXIMUMS. > 19M 0.MI(MUMSUFACTUTATEDSHEATHING ON THE INTERIOR OR EXTERIORm CAB. y SHNR. q 215 ERNSCONTINUOUS M 2'6i�• f OR R•t INSULATION CAVITY AT THE INTERIOR OF THE M OF THE HOME 91 SULA E E E BASEMENT WALL Z ].REFER TO IEOCR CO CHAFTER FOR ALL INSULATION&ENERGY REQUIREMENTS T '9• YB• NO DM.OLS E DO.LE - 4.1 1113MEANSRSCONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR O 2 2•a.a•9• za.a S.L. W DOUBLE DOUBLE C ANT INO C DOUBLE DOUBLE HUNG HUNG HUNG HUNG &R1]CAVTY INSULATON T A6 TEM ERE 6 `y >_7 ENTRYCOVER a Barnstable Bldg. Dept. co ENTRY A • A6 - ECK 60 S.F. Zrov LOT AREA CALCULATIONS: W FIRST FLOOR 1472 S.F. P.T.8.6 POSTS WI pp d b PVc caslNpar Y: COVERED PORCH 28 S.F. (V HIGH sr• Ta• e•-n• ]e• ]•a• rc BASE 11'-]• T-9• .•a- T TOTALAREA 1560S.F. SCALE: Ira• ra• zaa• PROPERTY AREA 7850 S.F. 1/4"= V-0" 0%MAXIMUM ALLOWED 1570 S.F. GFA AREA CALCULATIONS: DATE: FIRST FLOOR 1472 s.F. 4/13/2020 FLOOR PLAN LOFT 72 S.F. SCANNED &RIEPILACED WITH THIS HOUSE PER TOTALAREA 1568S.F. SMOKE DETECTOR PROPERTY AREA 7850 S.F. ©CARBON MONOXIDE DETECTOR ZBA DECISION#2020-011 30%GFA MAXIMUM ALLOWED 1570 S.F. Al W z&o- Is•o• J s Z N � e B w<c"t As s E C)Oo(o QwQv MF-�r` BEDROOM ~tow N w°p BELOW � 5wao 4 N E•-0�=!a co to OUv<a A M A6 Iul SN LADDER M BELOKITCHEWN b BELOW LIVING SLOPED CEILING - HAL LL OR LI 3S Pt' DOUBLE HUNG LOFT ooNeLE Q DOUBLE DOUBLE v/ HUNG HUNG Z T6 DOOR III _________ __ __________________ _____________ W ATTIC SLOPEOCEILING A/ V YB 1J'-T 1Y-0' 12- O W r � u- Q H N N W w ofZ) Q O wL = C C = r F— Z A LL As � ro ra ma ' j N r „-0 SCALE: 1/4"=V-0" LOFT PLAN DATE: 4/13/2020 A2 U Td 518' i6'-0' .J &1T INSTALL SlB-ANCHOR DOLTS AT 48'..c.MAX J FROM END W/SIMPSON BPS SI BEARING PLATES -—————————— PLATE PLACE BOLTS WITHIN 6--I OF EACH FASTING SEPTIC TANK N JOISTS TO BEAM CORNER-0 TO A 8-MINIMUM DEPTH PER AS-BUILT CARDV WI SIMPSON-SA TIES F�T P.T.6.6 POST ON 10'DIA,CONCRETE NEW CONCRETEFOUNDATION I _--L1_-__ (n00) SONOTUBES 24-DIA.BIGFOOT FIGS. WALLS W/IIT 42P CONCRETE �'•----- WQ� 1 UNDERNEATH Oca BELOW GRADE. 81?jl PSL BEAM F—FASTE FOOTINGS T049'BELOW GRADEN� 1 USE SIMPSON LT�AX ABU86 POST BASE (--Z- 00C WIvB'DIA J-B9LT 8 ACE6 POST CAPS Q'L----------J QMWo 1 co W/MID-SPAN BLOCKING II (>>n W N P.T.4z6POST5 ON 12'DUl B B § "i ~>WCD CONCRETE SONOTUBES TO 1Y-0- AB B �W dO —BELOW GRADE USE w I O m v SIMPSONZMAKABU46 m POST BASE Y•1 SIB-DIA. 6'-0' 6'-0' 8 S '� Is J-BOLT d P.T3z6JDISTSWTI. WI SIMPSON H2SA TIES TO BEAM T 114• 9_I_PS P.T.2z HLEDGERBOARDSCREWED TO — — — P.T.2z6SILLWISEALESOLID BLOCgNG WI(2)LEDGERLOKS2-P.T.2 'LAP .T. 2z ,6-o.c.W/ZMAKLU210JOISTSHARGERINSTALL SIMPSONCATIONS DTTIFRW TENSION TIELOST LOCATIONS FROM MOUSE TODECJOIST(1)EACM END A J I m }2x,2GIR _ _ I HOUSE ANCHOR BOLT DETAIL — — — — — — — —— —— —PNT. P I § SCALE:12"=1'-0" � r , L BASEMENT I BASEMENT Q WINDOW I - 16z 16.T mNC. WINDOW FTC.WIP.T.4z4 I I INSTALL FLASHING UNDER C POST UP UNDER (2)1,1 BAR$AT ALL j HOUSEYVRAP80ECIUNG c I !? O© TS ROM S.F. I NANDOWS ALL AROUND I NE Izt c�fi'.. Vd I � b IPE DECKING I MI SPA BL KING I 1 I _ i FLOOR JOISTS O I I B B B a g I P.T.2ze4 Q18-o.c. a 0 INSTALL PEELS STICK I I RUBBER LEDGER E J BEAM I I b BETWEEN LEDGER 8 t. z p,(T 1 I BREATHING L� Z " SOLID BLUING I }2 z 12 GIRT I PM P.T. z 8 LEDGER BOARD SCREWED TO fCI^'�) w UNDER BEARING — SOLID BLOCANG W/Ix)IEDGERLOKS V WALL I NEWS t/2'DI0. I 18'o.c.WZMAI(LU210JOISTSHANGERS STEEL(ALLY COLUMN I INA.STALL SIMPSON OTTIZ TENSION TIES 1 WISIMPSONLCCCAP 1 IOIST(1)EACHENDHUMiIOUSETODECK Z T rl'P1CAL 8azBaz,O' ui 1 DECK DETAIL I j 1� CONCRETE FOOTINGS SOLID BLOGgNG IN THE OUTSIDE TWO JOIST BAY CRAWLSPAC 1 AT—... 4•CONCRETE SLARWI IAASEMENT 111 "'. WB1 DEMENT I 10 MIL POLY UNDER IWINDOW _ •.. L 5O L Z - -- -- - - - - - - - - - -- -- -- - W W ---- ----------- -- — — — ---------------------- a ~ LL C' C' DOUBLE JOISTS 8 SOLID Z L 1 AB Ow SLOCKINGUNDER BEARING _ IE WAL PARTRKJNS.KITCHEN A ISLANDLS,,TUB,a SHOWER W W 1 AG x z 6 JOISTS/H 16•T N WI SIEANI' 2.6A IE9 SCALE: ,ra ra ma 1/4"=11-01, 10'DW.CONCRETE SONOTUBES ON 24-DIA.PCOT FOOTINGS DATE TO—BELOW GRADE.USE SIMPSON ABU44 POST BASE 4/13/2020 w"T DIA—LT FOUNDATION PLAN A5 F Parcel:245-090 Location:127 FIFTH AVENUE(HYANNIS),Hyannis Owner:ELBERRY,WILLIAM&ONEIL,MARY CARMEL Parcel Developer lot: Road index 245-090 LOTS 366&368 0535 Location Fire district Secondary road 127 FIFTH AVENUE(HYANNIS) Hyannis FOREST STREET e Village Interactive map Hyannis M Town sewer at addressqfs a No Asbuilt septic scan 245090 1 ✓_Owner: ELBERRY,WILLIAM&ONEIL,MARY CARMEL Owner Co-Owner Book page ELBERRY,WILLIAM&ONEIL,MARY CARMEL %WEINSTEIN,MICHAEL&JENNIFER 4926/98 Streetl Street2 125 FLORENCE STREET City State Zip Country NEWTON MA 02467 Land Acres Use Zoning Neighborhood 0.18 Single Fam MDL-01. RB 0109 Topography Street factor Town Zone of Contribution Level Paved AP(Aquifer Protection Overlay District) utilities Location factor State Zone of Contribution Septic,Gas,Public Water OUT r_ Construction hy_ Building 1 of 1 —' Year built Roof structure Heat type 20" 1950 Gable/Hip Floor.Furnace Living area Roof cover Heat fuel 18 WDK• .1 936 Asph/F GIs/Cmp Gas 20. Gross area Exterior wall AC type 3¢ 1296 Wood Shingle,Clapboard None Style Interior wall Bedrooms RA Ranch Drywall 3 Bedrooms 2& Model Interior floor Bath rooms Residential Carpet 1 Full-0 Half as Grade Foundation Total rooms Average Blk/Pour Ftgs 5 Rooms Stories 1 Story r_ Permit History Permit Issue Date Purpose Number Amount InspectionDate Comments 10/28/2019 Addn 19- $165,000 _Remodel existing(3)bedroom ranch.Addp14z16 Addition for relocated master; Alt-Res 3362 bedroom and bath Reviewers Note:Mandatory whole house smoke upgrade required.RMCK 07/01/2003 Wood 69864 $5;000 06/02/2004 Deck r_ Sale History Line Sale Date Owner Book/Page Sale Price 1 02/14/1986 ELBERRY,WILLIAM&.-ONEIL,MARY CARMEL 4926/98 $0 2 09/01/1972 ELBERY,SARA ANNE 1714/294 $0 3 T 08/12/2019 WEINSTEIN,MICHAEL&JENNIFER 32215/87 $425,060 1/4 _ Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept . rnwss $ (Posted Until Final Inspection Has Been Made. Permit r m Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final•hi5pection has been made: Permit No. B-19-3362 Applicant Name: TRI-S DEVELOPMENT CORP. Approvals Date Issued: 10/28/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 04/28/2020 Foundation: Location: 127 FIFTH AVENUE(HYANNIS), HYANNIS Map/Lot: 2457090 Zoning District: RB Sheathing: Owner on Record: ELBERRY,WILLIAM &ONEIL,MARY CARMEL Contractor.Name: TRI-S DEVELOPMENT CORP. Framing: 1 Address: 125 FLORENCE STREET Contractor License: 170270 2 NEWTON, MA 02467 - Est. Project Cost: $ 165,000.00 Chimney: Description: Remodel existing(3) bedroom ranch.Add 1416 Addition for Permit fee: $891.50 relocated master bedroom and bath Insulation: } Fee Paid:- $891.50 Y Date: 10/28/2019 Final: Reviewers Note: ' t Mandatory whole house smoke upgrade required. RMCK � -- ;/ � Plumbing/Gas Rough Plumbing: Project Review Re j 1 q \Building Official - f � 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 appli cation'and the approvedconstruction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. , �. -w-•r-.-�,�.�.-.�-- _.y� .� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathingg Inspection _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Person cting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). ' Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ve pil ApplicadcmN=ber........... ...... ..... .................._ ln5 6q r • ......Other Fee.................:. MABB. 50 ................................. ..... T OFBO Total Fee Paid..................................................................... TOWN OF BARNSTABLE gq�srq by....�/ ..... u�.. oa...�0 . . BUILDING PERMIT - Map...... . .. ..............Parcel......................................... APPLICATION Section 1—Owner's Information and Project Location Project Address i'L-+ F i AJ t n Village 4a.v-,va 1,5 PORT - Owners Name ' a \ ` J vq �= ✓�ST-e\r\ Owners Legal Address t Z 5 L t—on e City state Zip C)2 Owners Cell# 381 E-mail mgleLn sre te% a Rj ern aa =cLw c.� Section 2—Use of Stractare Use Group ❑ commercial Structure over 35,000 cubic feet ❑ commercial Structure under 35,000 cubic feet .Single/Two Family Dwelling Section 3—Type of Permit ❑ New construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Almm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description T Act trndsfe&219=18 a G ' 1 Application Number.................................................... 1 Section 5—Detail Cost of Proposed Construction 5 )b Square Footage of Project Age of Structure Dig Safe Number 9 # Of Bedrooms Existing �t> Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design - Section 6—Project Specifics 1 Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing Gas .❑ Fire Suppression , 0 Heating System ❑ Masonry Chimney dAddlrelocate bedroom I Water Supply Public ❑ Private i i Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: , c rA&,-_/, I am using a crane ❑ Yes l IQ No Section 7—Flood Zone Flood Zone Designation NOT IN P L b o o Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use r -Irz,4r(4 Lot Area Sq.Ft. r Total Frontage I b Q Percentage of Lot Coverage I Lt #of Dwelling Units(on site) -- Setbacks Front Yard Required_Proposed Rear Yard Required I 0 Proposed 16 Side Yard Required_Proposed (o. Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Lastmaare 2/92019 Application Number........................................... Section 9—.Construction Supervisor Name jre,� 5. 5 e. s Telephone Number 668 — 3-4- -7-162- Address 3a►i►R Paj_r k Rol City o;- .rayc[L State Lj 4- Zip o ZGS1" License Number License Type C S Expiration Date 1 o -O Contractors Email F� l� o .cr C.o Cell#6 Cog -13-T -2--4 6-Z 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 by 780 CMR the T mnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name - S Telephone Number y 3 - -2-9 6 Z. Address_a &tZ A R ,T,l %ity 0s7uyrt tR State H14-- Zip 02 6 55- Registration Number I t o ),3 o Expiration Date to v kC� 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 docimmentatim re by 780 the wn ofBaunstable.Attach a copy of your EUC... Signattae 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 SMpervisor 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 APPLICANT SIGNATURE Signatur Date :) - Print Name �c% �e' Telephone Number T 3 ' "�Z E-mail permit to: t �✓ ,�+�,+�v Section 12—Department Sign-Offs Health Department 0 Zoning Board(if required) ❑ Historic District ❑ Site Plan Review Cif regmred) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire depadment for approvaL Section 13—Owner's Authorization I, '� �,�, , F�a \/J e•��T e-,,� , as Owner of the-subject property hereby authorizes S_ to act on my behalf, in all to work authorized b this building permit application for: matters relative w y �Pe j Address of job) `II \`\ Si a of Owner date Print Name 1 a 1 i last IIDddc&-2J92018 A CERTIFICATE OF LIABILITY INSURANCE DA�o "9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 10083-DD2 CONTACT 10083 10083/2 Dowling and O Neil Ins Agcy Pp !�o (508)775-1620 FX No: 9731yannough Road n6 �.h,�;h @�11�C Hyannis,MA 026DI I SU S)AFFORDING COVERAGE NAIC S 1 E • Associated Employers Insurance Company 11104 INSURED TRI—S Development Corp INSURERB: INSURER C: 72 Briar Patch Road Osterville, Mh 02655 INSURER D• I ISUREn E_ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WENCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L;� TYPE OF INSURANCE �SRL SWVO POLICY NUMBER M LICY EFF POLICY LIMITS GENERAL LIABILITY EACH OCCURRENCE Is COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Ea occurrence CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 AOV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ CY OC AUTOMOBILE LIABILITY COMBINED SINGLE OMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OVMED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OANED PROPERTY DAMAGE AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED RETENTION$ $ UN NU r X TS�u�s °ER Y/N A ® NIA wcc�00�007148-2o18A 51v2o1s EL DISEASE:EA EMPLOYEE $ Sr112ozo EL EACH ACCIDENT $ 500 00 (Mandatory in NH) yy 500,000-00 DESCRIPTtn N O OPERATIONS below EL.DISEASE-POLICY LIMIT $ 000.00 DESCRIPTION OF OPERATIONS LOCATIONS►VEHICLES"mM ACORD t07,Addr6onah Remarks Setre&AP,B more space is required!) PROOF OF COVERAGE CERTIFICATE HOLDER CANCELLATION TRI-S DEVELOPMENT CORP 72 BRIAR PATCH RD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Osterville,MA 02655 THE E1PIRAT10N DATE THEREOF, NOTICE WALL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD ti i C�.4e rparxmwxr�ea�ayBP�aa�aa�c�aeJa. fKflCe of Consumer Affairs I Business Regulation HOME IMPROVEMENT CONTRACTOR Regisbahon valid for iadivk u d use only TYPE ation before the expiration dace. It found return to: f� 1Q0 9 OHiee of Consumer Affairs and Business Regulation i0 Park Plaza-Suite 5170 TRIS DEVE - Sostun,MA 02116 S Ili SCOTT SHIELDS 72 BRIAR PATCH OSTERVILLE,MA Undersecretary Not valid without signature i CommonweaRh of Massachusetts - Division of Professional Licensure Board of Building Regulations and Standards Constr{j&'i>?A%* visor CS-065898 E ires:07/1012021 SCOTT S SHWLDS i 72 BRIAR PATCH:12D f OSTERVILLE'" WINS, Commissioner ^ --- F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION rMap Parcel 3�'��°� ll N 01 Permit# / � 1 ' Hgalth Division Q, 9o.=cLs bpi 1�' ���`a C O Date Issued a�� Conservation Division Cy/2,003m o�� Application Fee m — tn Tdx Collector G) m Permit Fee 0 i D Treasurer �P OR Planning Dept.t. 0 0 �` r9 Date Definitive Plan Approved by Planning Board 0 val cr 1 Historic-OKH Preservation/Hyannis v�l U P op Y— Project Street Address (Z A\ Village L� cc vW1i S Q6Gi' ZE C Owner 0 raS-k Address cn CJ7 :7 Telephone , Permit Request i X z U ���a��� •�� c1 ' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay v Project Valuation Construction Type w Q® Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family tZ� Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes D-No On Old King's Highway: ❑Yes Od ' v Basement Type: ❑Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new ZNumber of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count O Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other 2 Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION 4 — Q 3J' �4�7 Name Telephone Number 5�p`b e5`f o 6-3 C 3 Address 2 ca rcw License# 0— 'S 0 �?0 4(7 3 - "SCo Home Improvement Contractor# Worker's Compensation# 7 Z� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY r r PERMIT NO: rr - r J , DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: M FOUNDATION 1 '+ 1 FRAME ' r INSULATION FIREPLACE:' 41 r ELECTRICAL: ROUGH• FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING _ ri Al j4Y 7 3/ ,3 DATE CLOSED OUT ASSOCIATION PLAN NO. c _ S r r1 .• oF�HIs Town of Barnstable Regulatory Services . - • 'L �nxrrsraHr�, � Thomas F.Geiler,Director ' Mass. 9�pT fD 9. % Building DIYIsion Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 • Fax: 508-790-6230 permit no. Date ' ' AFFIDAVIT HOME wROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, ction of an addition to any pre-existing owner-occupied improvement,removal,demolition,or constru building containing at least one but not more than four dwelling units or to structures which.are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. , 20 Type.of Work: dJ e-G Estimated Cost Address of Work: Owner's Name: f Date of Application: I hereby certify that: Registration is not required for the following reason(s): nWork excludedbj law ❑Sob Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING TEEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO TECE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c, 142A. SIGNED UNDER PENALTIES OF PERJURY ! I hereby apply for a permit as the agent of the owner: -L S --U 3 Aq c?� '21 I 5" 3 �. ' Date ontractor Nam Registration No. OR Owner's Name The Commonwealth of Massachusetts _ = r ,. •�_ - Department of Industrial Accidents Ofllce eflayest/gatlaas _ 600 Washington Street -_ Boston,Mass. 02111 Workers' Com ensation Insurance davit name: ) location: ' hone# ci ❑ I am a homeowner performing all work myself. ' a e rietor and have no one workin in sol/% a itp %% %%%%c ac ers co ensation for nay P. ........:-:.::::•:.:::..::::.t•:::::.::::... >.{>::.:}.:<;.<}.:?:< :::.:: ;v:ry zc: <:>:>: rwidin work ................:.:. r.:�}..?;:.t•.t?.:.:-.,:.•+ .... .........,:•::r:::::•:::;:•}:�}::::?.:::v::•}}}:.}:;;•}i;•{•3:•.v::;}}•}:�:::}::}:{t'..}•.;::}a•:::•:;;•>:•;}:;:�5:;�`•?;:}:•;•:{•,::•.,•: r{. t,..ah:tS:•+}:.: v.}:::::::::.v..:........ ....+.....;:v,{.•.:.�•:::::.........:w:;vv}:?:at....-.�•:+........:r...vt:•:i3:iti x}:•}r:''h'}:•:?•}++ ... ... .. +.. .... .... ..................::.:..........:•:v...,..:.v:.:?v}:?•i:•:{?.}'•}:.v{:;.}}'r.:}:::::::::•.•:;:h.n:?v:}::::n:::::'::.?w::::.v:vv•+..:::..,v;}:::v v:v.A•x:x.+v:•.h v. ...::.........:............:.......t...:.:..t.........,..::...::.,...::: r.... .cam :....... ..... r,..... ................;t•v......v.......v:. x:.•:•.}:h•........... {•}.•:v:;v.::•:{.h::....:n;v....:::.w'v:;;:.. .. .. .. ... .... .. .... ......................:•:........n..•.v:::.v:::.. v...:nv::::ris{}$•}:••+?{:.•¢:{'wi"v:••.:,{.y...>y;y :a,+v�? ,vy{.}: ..... ....... ...... .:.. .. ......... ...... ............ ... ....... ....:::.x....n...t\...:.......i1.Ok{tii:{•}}:h:+:h:K {:h.:....: ,;:.}:;v ;`vya::ji}}':Sk}`h..{�::?:;±? .....v.... r....... ....... ...n....+ .r......v..... ....v.... ......:.....n............•:........,.v:+:.v.......•:-• ......:vvt....... v:.n}w'?:��S:titiv::v:::;;. �.....,�::} {, ...:..:..........:•.........:.:•....n.:..+:•..............:v.........•:v.v..x..,. w::::::.}:•:v:?{:..:.:..... ..}v. •..}............ ...h:.::..{{`;;n:.h.::r:.:v.,.}..v.:n;±.... .v...:n........v..:...n...v.:.,{....:..-r:>n.....n...w:.........•n............v:.:;:::,v::::::::• ......................v:.:v::.... ....w•tx..:}:v:.....:......;.:.;.:., :. .... ..........v .......r.t.....xff n.....•::......»..............,..... .................. - w:y;i+:Y{:;{f:j.:t.'r.;ha;,"•:{:: .�tY�CeSs•.. ..................::::::.::..........:::::::.,.......:.... .......:::::::•.•+ ....:>h:.:vn,•.vv:K{ti•:i:{{•'f•:{tv}}:\? :•1+.:.::J:..ti.•.:K'.ti?•:K,\{.i•?•K•,:�.ntih}w:•:^�... . .....:....... .............. .......n..............n...:.,w:::::::::n....•t:w::::...•.:.................. tG...:......:.... ...{.....:}:•}}+::•`.?h:;•:•}::•}: .::w::}•.vth;h4.n tv}:;'j;.:}i: n:. .... ....... n..,..r ...r.... .:... ....... :::::..v::::::..:.................. .... ..... ........ ....... ...... •.v::::;....•.:v: ....... ...... 4... ..... ..r... ......... ....... .......... .... ........:::. ...w.:w:n..••-•• ......h?•:: p?{:fi-•h•Y+::f':}Ti}.;^::U•:{{:\;4:.1}•Rs��C:}>v?:••:h.'}ii X. xiiii .. ..............................................:................................n.•................:.::,:::::..... ... : ..:•:v.vr>:h:vh}S:::w3;?{?•.}:h}..:(... rry:h';�{`v;t:t?`'k�+.•:•Y,.i<�}�';t} .......................:v...........v..............•:•.........v.................:................:..:v:..........•;... :...r:•..... ... .....r. :.....r..t ........... ..:..:nv::•::.::v:::.:v::............':. :vh:•}:h:•;{:vvx::x;:;:n..v::::•:•:::n............v.........;::::•::::f,.w:::.:.: .. yy L;fl';•.K•i:•}:•Y}:h:ti{ti}.;•};•:{•hv:;..0}:jr;:}:vi:•}:•{::::::::•:r:.v::..:.:v:::.. ................. >:•;}}n::!ii•:;}�ii:;;::iiisj::'}:'is2::iC?{(?ii??;i%:::•::i'v?S:v`:{:3:•}}:{?{::iiv;ti±{±.i:.}}:j;iii::.?}:.}}:•{:•}}{;::}:::,;:::::•.•.;:;:.;:t•.v::::•::::•:::......... 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QliY1r .:.:.:.r.n:...:...;..Y::: ..........}}: ?•i:Sii:•}:•h:;h}}:•:±:::::ti;.vv::•.±•::ri'J. }}::f.{Y.•}:•}}:^:{{v:::y}:h'????:::..:..{:iii:?i:}:{isvt{:ii:i:iY::::Si:«i{.}ii:•i:th.v:}tn..:..::. f aired wider Section 25A o[MGL 152 can lead to the Imposrtlon of penalties of a Sue up to 51,500.00 and/or Fa ilure to secure coverage as req one yam,imprisonment as well as civil penalties in the form of a STOP WORK ORDER"�a�e o[$100.00 a day against me. I�derstand a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage veriScation. I do hereby certify the pains and penalties of perjury that the information provided above is trw and correct � ® �/ Signature �~ -�- Phone# Print name WARMS official use only do not write in this area to be completed by city or town official perndt/license# ❑Building Department city or town: ElLicensing$Oard ❑Sdechnen's Office checkif immediate response is required ❑Health Department phone#; _ ❑Other contact person: OrAxed 9/95 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct,buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your Situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of hi chance coverage. Also be sure to sign and t_ date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law'or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permrt/license number which will be used as a reference number. The affidavits maybe wtmmed'tn the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of lavestlgatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhone #: (617) 727-4900 ext. 406, 409 or 375 I RESIDENTIAL: SHEDS -POOLS -DECKS-OPEN PORCHES- GAZEBOS FEE VALUE WORKSHEET ACCESSORY STRUCTURES >120 sq.ft.(Sheds,gazebos,etc.) >120 sf-500 sf $35.00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION 30, D p �0 60 e DECKS x$30.00— $ v`�J (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATION/MOVING $150.00 $ 0 (Plus above fee if applicable) f-k P PERMIT FEE $ J I CV�r V Q:forms:dkcosr - eff:082301 0 2� ,® �v ^ff �k oil SoA0 +-u64,- �et ✓2. BOASID•O�°' aaa.�u aep' a` License ILDIN�REGULATI,pNS r, Niumbe NSTRUCTION SUPERI/ISOR I 080493 ' Bi12104/1958 fOaJT05 Tr. ti no: 80493 R trti1 ` >� ROY J RILEY 0 229 MARAVISTA I f TEATICKET. MA Administ ytor Board of Buildin ! . NO'NIE t9l' g Regulations and Standards I a t VV—NT CONT , Re' ��ra RACTpR 5032 f i-RT in 04 s CANALSID u to Corporation I 229 MARAVISTA A,VyE�t 7EATICI(E7- ,MA 03 GG. Adiiristr ator e l aCORD ' CERT[F�CATE OF LIAB[LITY INSURANCE KJ DATE(MM/DD/YY) _.. . CAN" 09/16/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Paul Peters Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 669 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Falmouth MA 02541-0669 COMPANIES AFFORDING COVERAGE Joanne M. Jonas COMPANY Phone No. 508-548-2500 Fax No. A COMMERCIAL UNION INS COMPANIES INSURED COMPANY B LIBERTY MUTUAL Canalside Building & Design,In COMPANY Roy Riley C P O BOX 2216 COMPANY Teaticket MA 02536 D COVERAGES . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWNI MAY HAVE BEEN:REDUCED BY PA!D CLAIMS.---.-- CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DDNY) GENERAL LIABILITY GENERAL AGGREGATE $ 600,000 A X COMMERCIAL GENERAL LIABILITY CBLW474724 09/10/02 09/01/03 PRODUCTS-COMP/OPAGG $ 600,000 CLAIMS MADE ❑X OCCUR PERSONAL&ADV INJURY $ 300,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 300,000 FIRE DAMAGE(Any one fire) $ 300,000 MED EXP(Any one person) $ 5,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ........................................ ANY AUTO OTHER THAN AUTO ONLY EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND y WC STATU- OTH Tv^R'i LiMi I S �R EMPLOYERS'LIABILITY EL EACH ACCIDENT $ ZOO,OOO B THE PROPRIETOR/ g INCL WC231S330701011 09/13/02 09/13/03 EL DISEASE-POLICY LIMIT $ 500,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Carpentry - 229 Maravista Ave; East Falmouth, MA 02536 �cn CERTIf1CATE HOLDER CANCELLATION FALMT01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Town of Falmouth 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Building Dept. — BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Town Hall Square Falmouth MA 02540 t OF ANY KIND UPON THE COMPANY ITS AGENTS OR ESENTA S. AUTHORIZED REPRESENTATIVE Joanne M. Jonas A:CORD 25 S(1/95): ACORD PORATI;ON 1988. OCATI O E Y I N ES M Y. O E AC STANDA"11GEND NOTE:not all symbols will appear on a map ••.•••••''• tt=Z GOLF COURSE FAIRWAY Q 2 r Y Y V EDGE OF DECIDUOUS TREES . a 45 EDGE OF BRUSH ORCHARD OR NURSERY t r t' V v""V""4 EDGE OF CONIFEROUS TREES 1 r MARSH AREA t < ... Ma 24 ..�- - t EDGE OF WATER • �� I =__= DIRT ROAD Map 245 # 120 DRIVEWAY f--PARKING LOT ��—PAVED ROAD a 45 1 —"---- DRAINAGE DITCH • W 11 (>l ————— PATH/TRAIL 7 PARCEL LINE >' � nur 110�--MAP# 0 21 le PARCEL NUMBER 1 #1860 me HOUSE NUMBER • t i ` s 2 FOOT CONTOUR LINE a 10 FOOT CONTOUR LINE Elevation based on NGVD29 �T t M 245 SPOT ELEVATION ` O — STONE WALL Ma -X--X- FENCE m �.. RETAINING WALL _--- i II RAIL ROAD TRACK STONE JETTY SWIMMING POOL PORCH/DECK 0 BUILDING/STRUCTURE P=FF' DOCK/PIER HYDRANT e VALVE ® MANHOLE 0 POST 0" FLAG POLE T O W N O F , B A R N S T A B L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T o SIGN ® STORM DRAIN M PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representation DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The lames a TOWER 1"=100'scole map and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POLE " E National Mo Accuracy Standards at this Q 2� 4� PP ry do not represent actual relationships to physical objects Corporation. Planimefria,topography,and vegetation were mapped to meet National Map Accuracy Standards : 1 INCH=40 FEET* enlarged smle, on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2003 Town of Barnstable Assessor's tax mops. O LIGHT POLE O ELECTRIC BOX F:\dgn\conservation.dgn 06/25/03 11:54:30 AM t �� � �, e.- � ��`E'�� mod.,, k �� - i ��'�.,, 4 i ., w � ` �, 4 �� °� ; I� ��FTHEtph, Town of Barnstable Regulatory Services + BAMSTABLB, 9 Mnss. $, Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subjectIV property hereby authorize �i— � to act on ray behalf, in all matters relative to work authorized by this building permit application for: �D' O'er Address of Job) J n in Signature of Owner Date el 5P- - I— Print Name Q:FORM&OWNERPERMISSION >FE, The Town of Barnstable o. ,RNSTASM Department of Health Safety and Environmental Services - =- MASS. ' Building Division yfD Mpy� 367 Main Street,Hyannis,MA 02601 508-862-4038 508-790-6230 PLAN REVIEW Owner: Map/Parcel: X �'-�' Vt Builder:Kov R i 1 t y Pec roj tAddress: �Loco .Hy4Kr►it�r"�" The following items were noted on reviewing: c. S ` 3" CLLrredT oh 007-7/03 Reviewed by: Date: • � �' aA-�+D gam'- $IIJIIiLJ©1�`i�/zakxc j Lreertsec - l� O;J OOI�Y T=RdeJC low,Mon., /i.�t2 ! I 080493 i 4- 80493 ROY J RILEYRr P� i °' ;;` 1,J '229 M?�•RAVISTA TEATICKET, L r% u. ; A°eiraai;aa��tra�or . g Regulav, aAd n rds 5.®32 e.Co Per'sti©n 2 9 MARAV VISTA i �. TUTICKET,MA O',r*gg r I � I 2(r-(r J 16-0 n------------ ---------------_________ NOTES: ---- --------------- --- I J I I 2.-1' 9.7. 1 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS z 26•x45• 761,x4'5" &DIMENSIONS IN THE FIELD C) I1 DOUBLEHUNG I OOUBLEHUNG I 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, W Q i B B DETAILS,&FINISHES IN THE FIELD WITH OWNER O as 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT cc I x 4'5" (2)13" FIRST FLOOR TO BE 7'-0"ABOVE SUBFLOOR ouBLEHUJNG DOORS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS m Lu�4 RELOCATED 7s'x Cs"LE yy opuBLEHUNG STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 IJ.IN 1 I I I D 45'OUBLEHUNG BEDROO '. M T e § 5.) 110 MPH EXPOSURE B WIND ZONE a o �® 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, X_ I OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ~m(A I 1 I 12)1'3'x 6 61a18 41Ol I n 1 000Rs LOS. 7•) ALL LVL LUMBERBEAMS TO BE 1.92 Lr360 LOAD 0�m a 1 I I i TV PKT.DOOR 8.) ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,2J 9.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL J 1 1 BENCH SIMPSON COMPONENTS V O ,T-9' T-,U• I IT-B' BATH�0 , I 1 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS&SLABS A5 Te•x 4 a 1 125-x a Tas6' TO BE 3000 PSI AT 28 DAYSm NC7DOUBL HU III _ _ 11,)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE v --�� ---- 1— :1' r -��- ---I -- DURING FRAMING CONSTRUCTION OO I 1 mom-, �```� 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. lu 1 i L. 13•)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY RANGE 1 1 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION m RELOCATEdNEF i �__� �; INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE 4V*x37 Dw KITCH iL__J ; 14.) CASEMENT I� ix45• MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 ®SINK DOUBLEHUNG IECC201rJ RESIDENTIAL ENERGY EFFICIENCY DETAILS SLAND RELOCATED b I I CLIMATE ZONE 5(USE OTHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION I LIVIN _________yit , H TABLE 4D2.1.2(MINIMUMpRESCRIPTIVEINSULAT10N8FENESTRATIONREOUIREMENTSBEDROOM T6"%4'S• FBiESTpATIDN SMLIDM CE4Wi+ WCIIDFRNdED NtM1lI FLOOR B'+IR:MEM WALL IAEEMENT SLA9 CRANL6RPLEWAI IT1 I . 1 DOUBLEHUNG U-FACTOR U•FACTOR R•VAIE: R-VAUE R-VAUE A-VAUE R-VAtJE AWAUE II III /�--1\ III1iu055 19 30u1;•1 30 15,19 1DIIFT.DEE=I 15/19 tJ __ _-- L I j 2Tr"x4'T NOTES: (VAULTED CEILING) - _- 1 1 (211q'x68' DOUBLEHUNORAYER) P I 1 OON GABIE ABOVE1.R-VALUES ARE MINIMUMS 6 U-FACTORS ARE MAXIMUMS. II • I 2.,5M9 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOROw-2" L6.8"----- JTo '7 3'-2T-- . OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL _ S. 3.REFER TO IECC 2D15 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS n TB' 4'1' I I I // t1 `TL----------7� I I I �' 4 13-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR r� I 11 I f------ O I ----lIlF 1 b b1 8 R/3 CAVITY INSULATION U)' ONCABLE ABOVEJI _ O_ z 4'S' ADDER ---- - __-\ 51Y 2VxeIr T6'D46'8• UPITOLOFT CLOS 11 SMOKE DETECTORS EVIEWED Ll. w Q a M 11 DOUBLEHUNG � txAING I I 28 x 20- MULLED (2D)�ns 8'8• < I I AWNING G -" 11 BEDROOM#2 /L'� l �i� a , Z Z = BENCH/ STUD i BATH TAc I I T6"x 27 :r � HOOKS I N 11 AV1R11NG BARNSTABLE BUILDING DEPT. DAT J Q w � Y j1 11 n sT a.ss. TUB/ IP LO (2)M'.x e'e° �,� .�.tA o✓- 4 N S ' FIRE DEPARTMENT DATE Q CI) Z z6 xr5 T6 xaa" BOr:'i SIGNATURES APE REQUIRED FOR PF_RMIrfING O � w 76'x4'5' [-x.4 2Vx2'0- DOUBLER DOUL HUNG AWNING DOUBLEHUNG DOUBLEHUNG _ 1 1 TEMPERED, " 7-1p 6.6" 5' 1" - ---_41•,0' 6-11 5'-P 1'-8• n NEW W L1.I l COVERED PORCH LL.. P.T.4 x 4 POSTS W/ A `�y a.•�+¢-r., PVC CASING 71 AS �.yµ OF 4+q,� Z LL HIGH BASE g-0• 6'-p 24'-D' ft�ix=..1 �.'� Tra•rn '- f � 7 SCALE : FLOOR PLAN QS SMOKE DETECTOR LEGEND: DATE : ©CARBON MONOXIDE DETECTOR Barnstable Bldg,. Dept. 10/2/2019 0 EXISTING WALLS C==D CONSTRUCTION TO BE REMOVED I v `� M NEW CONSTRUCTION Approved by: �9_ _3 Al I - t� ' - J • J Z �—NEWASPHALT ROOF SHINGLES— ;^❑V) NEW PVC 111 B RAKE BOARDS W A WI t x 3 DRIP BOARD QOa 8 MATCH <jr Q 4 EXIST. EM cc NEW PVC FASCIA,FRIEZE, W~C N tt SOFFIT BOARDS Wa --- �WdO ® 0==v ® ® NEW W.C.SHINGLE SIDING O m Q FM ® ® V TO WEATHER c NEW PVC t x d TRIM U v a WIT SILL NEW PVC tx8 CORNERBOARDS P.T.4 x 4 POSTS W/PVC CASING 6 r HIGH BASE FRONT ELEVATION 12 a MATCH EXIST. Hull Hull a 11 Hull AhW O ® ® ® * t �4��YI}��..19 � d. 'a1U Z Tit Illy zz � J W NEWACCESS - - 12 Q CD z DOORS REAR ELEVATION a EXIST. O w > ® ZQ UJ w LL --- z LL � ® it ® � z SCALE : 1/4"= V-0" nil 111111 Hull III —_— DATE : 10/2/2019 LEFT ELEVATION A2 U J J NEW PVC 1 x 8 RAKE BOARDS Z W/1 z 3 DRIP BOARDMA 1� �00 ® wo, r�Q, 12 w � EXIST. w N 11 NEW PVC FASCIA.8 SOFFIT BOARDS FRIEZE. w CD a w o Jul if if ILIUME IL u LH ~mc=n" / ® B ® MEW W.C.SHINGLE SIDING O C S TO WEATHER NEW PVC t z 4 TRIM P.T.4 x 4 POSTS W/PVC Ll 1AY 21SILL - - CASING&7"HIGH BASE M NEW PVC 1 x �1 CORPERBOARDS 1 m � 1 I RIGHT ELEVATION NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING CL ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END Z RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END Z WALL FRAMING: (^ U < TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS v STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. Z 7 HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES `W FLOOR FRAMING: Uj JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST w 0 BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END ''/^� BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.16d 4-16d EACH BLOCK v/ Z LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST o W W JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-10d PER JOIST ` BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT Z Q ROOF SHEATHING: W w— WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Bd 10d 6'EDGE/6"FIELD '^ — RAFTERS OR TRUSSES SPACED OVER 16"o.c. Bd 10d 4"EDGE/4"FIELD v' GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGEW FIELD Z LL GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD +r`�� �i�'•19 W/STRUCTURAL OUTLOOKERS W W GABLE END WALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD (V CEILING SHEATHING: r 1, x� GYPSUM WALLBOARD Sd COOLERS --- T EDGE/1o"FIELD SCALE WALL SHEATHING: 1/4"= 11-011 WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD DATE 1/2"8 25/32"FIBERBOARD PANELS 6d ---- 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS r EDGE/1("FIELD 10/2/2019 FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS Bd 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD A 3 U ' J Z 6-1T INSTALL 5l8"ANCHOR BOLTS AT 60'o.c.MAX. I t� FROM END VW SIMPSON BPS 53•3 BEARING PLATES V PLACE BOLTS WITHIN V' 15'OF EACH NEW 10'ODNCRETE FOUNDATION OF P0- LATE CORNER AND TO A 8"MINIMUM DEPTH ,1 WALLS VW 10"■24-CONCRETE ui Q FOOTINGS TO 41 BELOW GRADE Ix�Q B I .T.S 1/4•%9 1/4".PS — I B O Q A6 ------ 6 �� � 60•o.c. m~�N I I ti 6 F- W� NEW I aLLo i >� �LLln-o ' ar) I to CRAWLSPACE I � om -. L� cn 110N)r 104- I e i Q= U�U I U r2a IS I m 10 MIL POLY UNDER I b P.T.4 x 8 POSTS ON 12'DIA, 2x 6 JOISTS Q 16"o.a I Zd I CONCRETE SONOTUSES TO TVVI OMON H2.5A TIES I I y I I 4.0•BELOWGRADE USE O SIMPSON ZMAX ASU46 I I POST BASE W 'DIA. _ I P.T.2 x 6 SILL an SEALER J_BOLT U A5 I IIL m IJ, P.T.2 x 8 LEDGER BOARD SCREWED TO SUUD BLOCKINGZMAXL4V(2)3ISTS HANGERS HOUSE HOUSE ANCHOR BOLT DETAIL 16'o.c.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DT71Z TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK SCALE:1/2"_1*-Cr JOIST(1)EACH END REMODELED Q M CRAWLSPACE 2 CONCRETE SLAB tAV � 10 MIL POLY UNDER — � I � F —1 --I F 1 —1 I b _+N + — b INSTALLFLAS UNDER EW3.2x12GL— L DECKING O J L J JL+J L+J L P� _ IPE DECKING W QZ NEW 3 1fI DIA. DOUBLE JOISTS 8 SOLID STEEL LALLY COLUMNS FLOOR JOISTS U VW SIMPSON LOCCAP BLOCKING UNDER BEARING } TYPICAL 30'x 30' WALL ABOVE x 12' P.T.2 x Bb Q 16'o.c. zZ CONCRETE FOOTINGS INSTALL PEEL A STICK � - - � W WQ RUBBER MEMBRANE W ADD MID-SPAN BLOCKING u�i® BETVW84 LEDGER& 8 DOUBLE JOISTS UNDER - SHEATHING Q Z PARTITION WALLS EXIST CONCRETE BLOCK - W 1 1 1 FOUNDATION TO REMAIN P.T.2 x 8 LEDGER BOARD SCREWED TO ■.. SOLID BLOCKING WI(2),, DIA.LAG SCREWS 16'o.c VW ZMAX LL1210 JOISTS HANGERS • INSTALL SIMPSONCATIONS FROM TENSION TIES .. AT(4)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END DECK DETAIL LU w = _ 2x6JOISTS®16"o.e - n In ' WI SIMPSON H2.5A TIES v' LL / TO BEAM" - z u- 2-P.T.2 x B's W W 2.P.T 2x8's / A N 11 FtO* DIA.CONCRETE SONOTUSES SCALE ON 24"DIA.BIGFOOT FOOTINGS TO 4'0'BELOW GRADE USE *i;tr:nc�V.4 1/4t'= 1'_011 SIMPSON ABU44 POST BASE W/5M"DIA.JOLT `x1 (a;z•�9 6•-I" 6'-V' 24•-D' J'�.' p,a.; , t DATE : FOUNDATION PLAN '_` ` " '� `� � �- ° 10/2/2019 A4 i J J 201-0" IF-(r Z s s Mvi A As s 0008 CO F=- F— W L 4 § �jr CL_� 0m(n�� 0M<3: o A New 2.1 3r s 1,LVL OOu, El m J 2x Vs 12"ac.tno MID•SPAN BLOCKING 2t-,.C,2 _ co BEARING - _ O Z ❑ WALL WALL _ u- 3.1 314"x 16"LVL W RIDGEBEAM _ V / Q Fo Z Z = - SISTER FRAME NEW 2 x VYs TO . . J W EXISTING 2%6 RAFTERS.VW - W - - - - BLOCKINGINTNEOUTSIDETWD Q . RAFTER BAYS LU NEW R49 SPRAY EXIST. W L1J - ,11 . FOAM INSULATION O TOP OF PLATE L h _ - 1?GYPSUM BOARD ' t ON 1%3 STRAPPING �•Y (n LL d NEW R20 SPRAY STUDY LIVING z LL - �20'-(Y' _ FOAM INSULATION 310•T 8 G PLYWOOD W LL � 6•-0• 6'-0' - � ^, FSUBFLOOR-GLUED&NAILED Z 3 N SUBFLOOR EXIST.2x&s 18"ac. SCALE LOFT FRAMING PLAN NEW R301NBULATIDN 3 2 x 12GIRT 1/4#1= 11 -00 1 CRAWLSPACE TYPICAL3 irr DIA STEEL LALLY COLUMN DATE 10/2/2019 2"CONCRETE SLAB VW L__1--NPICAL 30"x 30'x 12" CONCRETE FOOTING 10 MIL POLY UNDER A SECTION @ STUDY/LIVING As A5 U J 20'-0 ya• 4 x 4 POST FROM RIDGE 7 DOWN TO FOUNDATION TYP. ROOF CONST. z AT EACH END OF RIDGE •2 x 10 ROOF RAFTERS @ 16'o.c. -5>8"PLYWOOD ROOF SHEATHING Q O) B B 2.1 314"x B 1/Y LVL _1LB ASPHALT ROOO�RSHINGLES Q Ag RIDGEBEAM • ul R49INSULATION NCO 2x ss@16"o.c' -SIMPSON H 2.S4 HURRICANE CLIPS SOLID BLOCKING IN THE IC ALL RAFTER ENDS w Q r- OUTSIDE TNp RAFTER MATCH 12 -ICE/WATER SHIELD AT BOTTOM 24 BAYS AT 48'o.c. EXIST. •PROP AVE T BETWEEN RAFTERS m� WIND WASH BARRIERS 1�(n LI.I(V - -ALUMINUM DRIP EDGE r W a 1 - a TOP OF PLATE a yr GYPSUM BOARD TYP.WALL CONST. O 0)¢_ N ON 1 x 3 STRAPPING Z' 1.2x4STUDS®16"O.e. V��d 2.1.Q"PLYWOOD SHEATHING 3.(R-20)SPRAY FOAM INSULATION ,YBoIT 1 BEDROOM - 4.1/Z'GYPSUM BOARD 9 5.W.C.SHINGLE SIDING A F 6.TYPAR VAPOR HARRIER AS VC T&G PLYWOOD 7.BALLOON FRAME GABLE END WALLS SUSFLOOR-GLUED&NAILED W9 MID-HEIGHT BLOCKING suBFLooR IFNOTE:DROP TOP OF NEW FOUNDATION ♦ 1 2 x t0 s tY o.c. TO MATCH NEW SUBFLOOR W/THE P.T.2x 6 SILL EXISTING SUBFLOOR,NERIFY IN FIELD InOVERFRAMED ROOF I W/SEALER R301NSULATION IF REQUIRED). \ I / CRAWLSPACE NEW 2'CONCRETE SLAB ♦` II ,i § W110 MIL POLY UNDER NEW 1C CONCRETE FOUNDATION SISTER FRAME NEW 2 x 10 RAFTERS ♦�-�/ a WALLS V S TO V CONCRETE TO EXISTING 2 x 6 RAFTERS AT Zr O.C. �j/ FOOTINGS TO 1 BELOW GRADE S � G POST DOWN FROM RIDGE SECTION @BEDROOM 8 TO FOOTING IN CRAWLSPACE AG ---- NEW 3.1 3!4'x 18'LVL RIDGEBEAM -------- ------- - o POST DOWN FROM RIDGE TO 2.1 3F4"x 9 in LVL MDR W9 2K2J DOWN TO FOUNDATION - - O EACH GABLE END L z wQ � V � I J WuJ 2 I OWw W cc 8 e G Z Q •1 y ui T N I N w + c4 x 2-2x88EAM A V/ FASTEN BEAMS TO P.T.4 x 4 POSTS AS Z LL W 1 SIMPSON LCE4 POST CAPS CORNERCONNE ON W W ti s-o" 24'-a z 3 N r ROOF FRAMING PLAN SCALE : NOTES: •'"""-,^`,, 1/4"= 1'-0" .`y5�14 1.) ALL ROOF RAFTERS TO BE 2 x 10's .�r• Ia�2 L9 UNLESS OTHERWISE NOTED v DATE : 2.) USE SIMPSON H2.5A HURRICANE CLIPS t 1 I 10/2/2019 AT ALL RAFTERS ENDS 3.) VERIFY ALL ROOF FRAMING DETAILS IN THE FIELD .\ AFTER DEMOLITION,CONTACT DESIGNER FOR CHANGES ' A6 l I i HYANNIS, MA t Zone: RB e Way rn Area: 43,560 SIF P�n -n 0 Frontage: 20' a o Width: 20' ." r 0" Map 245 Setbacks CD Parcel 91 Front: 20' D s v D Ma 245 Side: 10' CD �, p p Rear: 10' Parcel 88 cD cD et N 87-2136" E @ OreSk Sire F L CCUS 100.00 Proposed Addition a o�eO Strn eet Existing Deckto ; Removed ` I i 0 2.0 � SITE LOCUS I 26.0' 14.0 NOT TO SCALE U 2' Overhang OCT .p Proposed W jo 20 Proposed Concrete INN OFF Liner Map 245 ` I Wa►I O c� t1- RAIST Parcel 89 CIO I House #127 co ` -�-1 O co cv `�-- O 1.) Assessor's Map 245 Parcel 90 ,4 3 Bedroom _____ - � d ) 2 Book 4926 Page 98 d- 0 oo Crawl Space 3.) L.C. Plan 11380—B (Sht 5) N 0 © — I 4.) This property is not in a Groundwater 00 Protection District N i I 5.) ,This property is not in Flood Zone i ~1 _ __ - t W w °r r� �-� ° Site Plan f �-- -- S T ° for i I Lij Proposed Addition Lot 366 & 368 SA F y s I L 7, 850± SF 127 Fifth Avenue Hyannis, MA Gravel R 20.0' Parking , l Prepared for: 80.00' A ! Michael and Jennifer Weinstein O S 87°21 '36" W 127 Fifth Avenue i Hyannis MA F O b1A �Q�S Ss9 STEP EN cyu� Scale: 1 = 10' --- — --- B. � Date: October 7, 2019 MOORE kv- S�o�PQ Prepared by: Variance Requested �4"DSUSN�`° All Cape Septic LLC i Street Local Approval: 310 CMR 15.211 '� C 61 Route Fores ,✓�r ,,:-� 8 28 Variance 310 CMR 15,211: Minimum Setback Distances r' 4Q' public Way ®vj�r�l West Yarmouth, MA 02673 1.) Septic System component to foundation setback. (508) 771 -420O A 10.0' setback is provided with an impervious liner. I A 10.0' Variance is requested. (Not to Exceed 10') allCapesepticCc?gmail.com I NOTE: OCATION OF UTILITIES IS APPROXIMATE AND ALL GRAPHIC SCALE UNDERGROUND AND OVERHEAD UTILITIES MUST BE 10 0 5 10 20 40 j DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT j OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. ( w FEET ) 1 inch = 10 ft. DWG: AC-202 i . .