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HomeMy WebLinkAbout0057 SAMANTHA DRIVE A 04 . . . ....... �i Jr . 77 A PD A W0000440 son GO W r tll ­f'� '4.� to j "',��7,, _� '010 A "F"V� low! yk WATT"A L� "-�TWQV vmy7mi Q �S j;Mn&Q, MAP- now",am 1 ­ , TAY102 " �­ A nQzv- Soto "I A MA W-00 "Alf,P . a po -1 Loy A . - .A v, : 'Mm -NOWYAn" Say _x I_WQ­ 'Ads ''4- T A onto;7 1; M 4 lot-, vi ,W` ",,Moy ow, polls �3_ 'K SUMM'""k -0 A; upon T i"n 4 IR "A Y, v ;­g 01 A, 1 NXr",I�,_13 ­1 '' , "'. �A. zu OF W N _'NIOA I 'x, - _vf. KIS N', J.'n, WO _AA; ie-CN �2-f , Of WP5-$; -1 --AM �66 ZY, X W AAA i0111 21`10i;ll _3 4�&,Sffi ME see I WW .p"qg, Wq oil "'J "mm"� OP,, ,, N, K " MINK' �,4 1 �,N WOO I 411;c IR I'M gg m W", M, WNW M Z NY .T31-f MON' A R M*6M 4Ar P A SW Y, toy""", 4 T'. 1,k -1 11 M,P '4(fi'Z A 'A, R MW MOW My Sp 'k�Antos:I W, ;j; Q I A at WOW A Y"nor z"No imf",ve Q, LA Nab No cowl," 94 -� -i,�, " ­� _,11: :,', �I' - � I I I --_ * NW-M,"I , - i, XWER fry P-A ",W.- now 'Ka AWs q WS. --A 0.0i> QIQ A QA1 WE W_ QW-1 Am qrs.5, 2�x "S,:, 15 Any 1 Q e 1-0 A K�- Non "A oil! W� 410, "vivo TWO, 4 5 r WIT. r' Town of Barnstable µ _ wilding a Post This Card So That it is Visible From the,Street Approved,Plans Must be Retained on Job and this Card Must be Kept alv ✓ rwsrnHi.�. - - - . 4� ,Posted Until Final Inspection Has Been Made.1639. Permit a ° )Where a Certificate of Occupancy is RegWred,such Building shall Not be Occupied until a Final Inspection has been matle t 4 Permit No. B-20-843 Applicant Name: Frank Vitale Approvals Date Issued: 04/09/2020 Current Use: Structure Permit Type: Building- Detached Accessory Structure- Expiration Date: 10/09/2020 Foundation: J�IU Residential Map/Lot: 348-007 Zoning District: RF-1 Sheathing: _ .. . Location: 51 SAMANTHA DRIVE, BARNSTABLE -. Contractor Name:- Framing: 1 Owner on Record: BOURGEOIS, RONALD&MARJORIE 'Co n.tractor License. = 2 Address: 2 LYNXHOLM COURT Est Project Cost: $200,000.00 Chimney: HYANNIS, MA 02601 9 Permit Fee: $ 1,120.00 Description: Construction of detached accessory pool house and concrete Fee Paid: $ 1,120.00 Insulation: retaining wall Date 4/9/2020 Final: Deck on permit B-20-891 _ -- Plumbing/Gas Pool on permit B-20-799 Rough Plumbing: Building Official Project Review Req: Final_Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this 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 for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:` f 1.Foundation or Footing Rough: 2.Sheathing Inspection , 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Tow_ n of Barnstable Building t Post This Card So That it is Visible From the Street +Approved°Plans Must be Retain"ed on job and this Card Must be Kept • M^ ,Posted Until;Final Inspection Has Been Made., t6 vPer It Where a Certificate of Occupancy is Required,such Building'shall Not be Occupied untel,a Final'Inspection has been made Permit No. B-20-799 Applicant Name: MARCOS DASILVA Approvals Date Issued: 05/04/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 11/04/2020 Foundation: Location: 51 SAMANTHA DRIVE, BARNSTABLE Map/Lot: 348-007 Zoning District: RF-1 Sheathing: Owner on Record: BOURGEOIS, RONALD&MARJORIE Contractor Name' MARCOS DASILVA Framing: 1 Address: 2 LYNXHOLM COURT Contractor License: 186520 2 HYANNIS, MA 02601 " Est Project Cost: $68,500.00 Chimney: Description: 16'x36' INGROUND SWIMMING POOL-GUNITE, HEATED;POOL Permit Fee: $ 175.00 FENCE INSTALLED PER CODE, DOOR ALARMS Insulation: Fee Paid:' $ 175.00 Project Review Req: Date: 5/4/2020 Final: Plumbing/Gas A Rough Plumbing: ... .. „.� _r . This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced with"'six morithsafter issuant icia Final Plumbing: -All work authorized-by this permitshall-conform to the-approved-application-and theapproved construction documentsfor which this permit-has been granted: _ All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by-laws and codes. Rough Gas: 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 work until the completion of the same. t Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures'by the Building and Fire Officials are"provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: < 1.Foundation or Footing ' Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed .. —• r Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) SCANNED NED Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Perso cont`actln th 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 r II Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Gk ---------------- i O Application Number... `r .. . 75 0a �10 * A$ Permit Fee........4..............................Other Fee...................... 0 059• 10 ED Mfg a Total Fee Paid...:........................................I.......4 ..... TOWN OF BARNSTABLE Permit Approval .felt?�x,........On..f APP Y.... .. BUILDING PERMIT �( .�"0*4 Map .... `-a........................P=el........................QP�. ...... APPLICATION Section 1 — Owner's Information and Project Location - Project Address_ .51 S4m&dT Alb Village B,4a1uSrA5/E v Owners Name_ Romp1.b `bougeCo S SCANNED Owners Legal Address) <1g- MA?V-H"�) City IILMJ 'r_A;j 16 State ' Zip 0 1 4 Owners Cell# E-mail Section 2 —Use of Structure 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 /Amne y sty ❑ Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation Pool ❑ Insulation Other—Specify, r � Section 4 - Work Description I� X 36 PVD 1 �vNo-� gym► les(0 v Syr I 1 u V>C-a cio'o 4 . Last undated: 11/15/2019 f� I • Application Number.................................................... ` Section 5—Detail Cost of Proposed Construction Square Footage of Project J Age of,Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH WindA ZoneCompliance 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 © Public ❑ Private Sewage Disposal ❑ Municipal ( On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �.VJ. i���A,CE12.So� 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.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 ..o Application Number....................................................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell# 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.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor V� 7- Name �Wuos S 1 VA Telephone Number 5� �-2-�'16 Ll Address �1 l IA1J� P,) . City ;S State Zip D Z &O l Registration Number j �S 2'D Expiration Date 2- 2,,.�> 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 7 0 MR 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 APPLICANT SIGNATURE Signature Date 1 Z WO Print Name 1 v S -�k Telephone Number Sol - el-4- E-mail permit to: VARCX�As Yl> 6� Last updated. 11/15/2018 ti- 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 y I, Q G Lea (� , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 51 Stkm N �Qe�� � � ►G ,V o 7 `Z (Address of job) ti Signature er 4 , date P ' Name a Last updated: 11/15/2018 SAMANTHA DRIVE S76'41.27"W — L=73.20' R=52.50' 1p5.81 I Lot 2 43,933 S.F. W � � co , o ^ hOb F EX/ST/NG 39 6. TOUI�Ip��� 28 6' h 04 O4,K, 142 65. / FOUNDATION PLOT PLAN DCE #17-476 i PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #51 SAMANTHA DRIVE CUMMAQUID, MA SCALE : 1" = 60' DATE : 10-12-2018 PREPARED FOR: REFERENCE : MAP 349 PARCEL 105 Ei D R �' A, � OLI DB 21939 PG 178 o`' tiG 1 HEREBY CERTIFY THAT THE STRUCTURE DANIELA SHOWN ON THIS PLAN IS LOCATED ON THE o -' GROUND AS SHOWN HEREON. OJALA off 508-362-4541 q No.40980 fax 508-382-9880 S �P 0FESS�0 downcope.com ® Q own cope enginee�ind,inc, `q SURD y� 1 civil engineers I 0-1Z-�6 / land surveyors ---------- 939 Moln Street (Rte 6A) YARMOUrHPORT MA 02675 DATE REG. LAND SURVEYOR �i r Oct 26?4r8 7''�gtc Number... ........... Application Numb . ......... .......... • XAM ), .......Other Fee........................Permit Fee.................................HARNnABLE, 163g6 i Q TotalFee Paid............................................................... ...... AIN 2 9 21,18 TOWN OF BARNST AtIhDr-13ARAls?A Permit Approval by.........0..............on...... J,.......... BUILDING PERMIT YarceL ................................ .....09 MV.........S.q..!g APPLICATION Section 1- owner's Information and Project Location �H6vi 5�cc�- �6't Village Project Address 1:t�—�5aj4ot Owners Name Sq V-kc(Acl Q_ owners Legal Address�- 1D State 1M zip 0 City \�kJ4�e� Owners Cell# 6J T 0 7 0 E-mail Section 2 -Use of Structure Use Group-. EJ 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 FJ Move/Relocate El Accessory Structure [I Change of use ❑ Demo/(entire structure) F] Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler System F] Addition [] Retaining wall F] Solar El Pool El Insulation El Renovation Other-Specify— Section�4 E S:e c Work�Description 11 '1 ,�U, J Application Number... ................. .. :w.. x::............ Section 5—Detail t Cost of Proposed Construction 75 tag j cl OC�d,--Square Foo e of Project r�:r7 a S-F Age of Structure Dig Safe Number dM 6 l l l(oS Y #Of Bedrooms Existing 0 Total# Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ;E].'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 Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic,District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: � � `� C_ Qc s p d'57A I 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 S Zoning District Proposed Use Lot Area Sq.Ft. 3 Total Frontage 2 Sc Percentage of Lot Coverage #of Dwelling Units (on site) r Setbacks Front Yard Required 6 Proposed d . q P Rear Yard Required I S Proposed Side Yard' Required l5' / Proposed 6, 9 Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated 2/9/2018 APplication Number........................................... Section 9- Construction Supervisor Name_ A At ,( AyC-ai-O Telephone Number ,�� Address City !-_k r eJ State Zip d 0,103Y License Number btU 6 & License Type U Expiration Date 5- 1-34- - X6 Contractors Email �op ct('C_Ar N/P-c zotJ 1„N e+ ' Cell# 5b9 -3L3-9-957?r 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 7 0 and the To of Barnstable.Attach a copy of your license. Signature /4Y Date "a3 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.LC... 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 s APPLICANT SIGNATURE Signature 4wDate 5 `d O Print Name t�is L, r4rr(�a� Telephone Number Soo-3 dg-gs Qf p E-mail permit to: far woarSt( L>t-cCCZ5+ . tj� T n..i.w..7..ae.7.n[/(1 M1A1 0 .. _ . 1 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, � k as Owner of the-subject property hereby authorize �aG ecs ® �� ��� Cc� to act on my behalf, in all matters relative to work autho ' e by this building permit application for: ` (Address of job) Signature of Owner e Print Name Q Last undated:2/92018 �oFtHE r � Town of Barnstable - EWW9rwBM Building Department-200 Main Street , rcn�s mq Hyannis, MA 02601 ' tb39' p 0 y lFD MA< Tel. 508 862-4038 Certificate Of Occupancy P Y Permit Number: B-18-1667 CO Issue Date: 7/15/2019 Parcel ID: 348-007 Zoning Classification: RF-1 Location: 51 SAMANTHA DRIVE, BARNSTABLE Proposed Use: Single family Home Name of Tenant: Sprinklers Provided: Gen Contractor: ANTHONY L ARCARO Permit Type: Residential- Land Type of Construction: Design Occupant Load: 0 Comments: Single Family home 2 � Building Official Gate: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable ` - B""" '�g Building Department- 200 Main Street 1°reo °tee Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate OfOccupancy Permit Number: B-18-1667 CO Issue Date: 6/27/2019 Parcel ID: 348-007 Zoning Classification: RF-1 Location: 51 SAMANTHA DRIVE, BARNSTABLE Proposed Use: Single family Home Permit Type: Building- New Construction - 1 or 2 family Residential General Contractor: ANTHONY L ARCARO Comments: Single Family home 6/27/2019 Building Official Date: Town of Barnstable Building his Car ate,,, ,��„�,�. Post=This Card So That it-;is;1/�sible Fromxthe Street,_;A roved-Plans<IVlust>be'Retatned on Job andtd Must be Kept .: DARNST'AESI.B, - .s • M^ Posted Until Final lhs ection Has Been Made � ' � ' R IL6yp� b r xc b ` R W.here a Certificate of Occu anc >jas Rem red,such Building stall Not;be Occupied#uritil,a;Final Inspection hasbeenmade Permit Permit No. B-18-1667 Applicant Name: ANTHONY L ARCARO Approvals Date Issued: 07/26/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 01/26/2019 Foundation: �)J3`( t�e R Residential Map/Lot. 348-007 Zoning District: RF-1 Sheathing:Q 1b— — Location: 51 SAMANTHA DRIVE, BARNSTABLE Contractor�Name-,,ANTHONY L ARCARO Framing 1 Owner on Record: 1 SAMANTHA DRIVE LLC Contractor License CS.047646 2 Address: 780 DEDHAM ST SUITE 500 Est yProJect Cost: $475,000.00 CANTON, MA 02021 Chimney: Permit Fee: $2,547.50 [� O� Description: CONSTRUCT ANEW 2700 SF RAMBLING CAPESTYLE SINGLE FAMILY '• Insulations Fee Paid $2,547.50 HOME Final: Date 7/26/2018 Project Review Req: Plumbing/Gas Rough Plumbing: %x Building Official Final Plumbing: `= Rough Gas: .� L,. I>.. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six moriths after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. 0 �t? All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylawsand codes. This permit shall be displayed in a location clearly visible from access street or road andshallbe maintained open for puLlic inspection for the entire duration of the Electrical Service: work until the completion of the same. '. The Certificate of Occupancy will not be issued until all applicable signatu=res by�t P Building and ire Officials a this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: r .a g 04/23/2018 Barnstable Building Department RE: Lot #2 Samantha Drive , Barnstable, MA Builder : Lockewood Building Corp We intend to adhere to the following energy code, "2015 International Energy Conservation Code (IECC), for the above referenced property. Should you wish to discuss, have any questions or concerns, don't hesitate to contact us. Many thanks, Michael Konosky Certified HERS Rater RESNET id # (RTIN): 1891246 Provider: The BER - 1998-146 Email: info@ma:sshers.com Office: 508-520=9700 STRUCTURAL WOOD SYSTEMS, INC. 241 LAKE STREET,BELLINGHAM,MA PHONE: 800-344-8117 FAX: 508-876-9508 Pto M)OH 3i�r�1i,•J� 5� 3s 13u�c vi�PG �c�tit �" E1�,77ry _ _ /(D � ��� .�.2i�� !Yc/ •gym G, fl"r'TvgZ PL y�o a dies�— Fc-o 0 2 61 - i" ,�J:rjr; No -:5�6 AJ,6 /t-0 /1 - C2 /3CDkzoen- /aJ trrn� cc3; [ ::5� �o2 21E2 JOB NAME 2 '"�f�+yjATf3 DRf<JE - - JOB NUMBER LOCATION SHEET / OF / CLIENT 1-OGie-CaAO-P 73U1[iaiA)F;- CbZp BY_RW DATE /3./8 SWS-16 S SAMANTHA DRIVE-BARNSTAB E-LOCKWOOD BUILDING CORP. Braced Wall Analysis:Mass Building[ode-Ott 9th Edition-2015 IRC Specific Details R-602.10-Wall Bracing Buildings shall be braced In accordance with this section. Exposure Qe Where a building,or portion thereof, does not comply with one or more of the bracing requirements in this section, Wind Load 140 Basic wind speed Those portions shall be designed&constructed in accordance with Section R-301.1 1ST FLOOR WALLS Allowable Reductions/Increases Wall Height 10 1.000 9 0.950 8 0.900 Eave to Ridge 10 1.000 11 1.060 12 1.120 13 1.180 14 1.240 15 1.300 - Braced Wall Lines 1.300 4 1.450 IRC 2015-TABLE R602.10.3(1) Spacing Between Braced Walls 10 2.50 20 5.00 30 7.00 40 9.00 50 11.00 11 2.75 21 5.20 31 7.20 41 9.20 51 11.20 12 3.00 22 5.40 32 7.40 42 9.40 52 11 A0. 13 3.25 23 5.60 33 7.60 43 9.60 53 11.60 14 3.50 24 5.80 34 7.80 44 9.80 54 11.80 15 3.75 25 6.00 35 8.00 45 10.00 55 12.00 16 4.00 26 6.20 36 8.20 46 10.20 56 12.20 17 4.25 27 6.40 37 8.40 47 10.40 57 12.40 18 4.50 28 6.60 38 8.60 48 10.60 58 12.60 19 4.75 29 6.80 39 8.80 49 10.80 59 12.80 20 1 5.00 30 1 7.00 40 9.00 50 11.00 60_j 13.00 Front Wall Interior Wall Rear Wall Left Wall Interior Wall Right Wail Spacing Between Braced Walls r-16-00-11 49.00 TableR-602.10.1.2(1) Value [4].00 7.00_ 7.00 4.00 1070 _10:80 Wall Height 10 1.00 1.00 1.00Eave to Ridge 16 1.36 1.36 1.36 1.361.36 Increase for Additional Braced Walls 1.30 1.30 1.30 1.30 1.30 Requ Actual Pl re ood llama Wall 6.00 14.20 37_60 24.60 24 09 34_90 Braced Wall status 85% 241% 304%. 348%. 126% 183% N.G. OK OK OK OK Add narrow - _ - wall bracing Actual Plywood 'OF MA Front Wall 24'-2(9)=6.' ROBERT J GJ, Interior Wall 40.33-2(2.7)-5.2-5.5=24.2' CIVIL P r" Rear Wall 65'-2.4-2(6)-11-2=37.6' No.3M Q Left Wall 30'-2(2.7)=24.6' Interior Wall 37'-11=26/2=13'+11=24' Rear Wall 46'-3-3(23)=34.90' r ((( SWS-16646-ZSAMANTHA DRIVE-BARNSTABLE-LOCKWOOD BUILDING CORP. Braced Wall Analysis:Mass Building Code-Btt 9th Edition-2015 IRC Specific Details R-602.10-Wail Bracing Buildings shall be braced in accordance with this section. Exposure © Where a building,or portion thereof, does not comply with one or more of the bracing requirements In this section, Wind Load 140 Basic wind speed Those portions shall be designed&constructed in accordance with Section R-301.1 1ST FLOOR WALLS Allowable Reductions/Increases Wall Height M 1.0000.950 0.900 Eave to Ridge 10 1.000 11 1.060 12 1.120 13 1.180 14 1.240 - - 15 1.300 Braced Wall lines 1.300 4 1.450 IRC 2015-TABLE R602.10.3(1) Spacing Between Braced Walls 10 2.50 20 5.00 30 7.00 40 9.00 50 11.00 11 2.75 21 5.20 31 7.20 41 9.20 51 11.20 12 3.00 22 5.40 32 7.40 42 9.40 52 11:40 13 3.25 23 5.60 33 7.60 43 9.60 53 11.60 14 3.50 24 5.80 34 7.80 44 9.80 54 11.80 15 3.75 25 6.00 35 8.00 45 10.00 55 12.00 16 4.00 26 6.20 36 8.20 46 10.20 56 12.20 17 4.25 27 6.40 37 8.40 47 10.40 57 12.40 18 4.50 28 6.60 38 8.60 48 10.60 58 12.60 19 4.75 29 6.80 39 8.80 49 10.80 59 12.80 20 5.00 . 30 7.00 40 9.00 L 50 j 11.00 60 j 13.00 Front Wail. Interior Wall RearWall. Left Wall Interior Wall Right Wal Spacing Between Braced Walls 16.00 30.00 30.00 16.00 1 49.00 Table R 602.10.1.2(1) Value 4.00 [136 00 7.00 4.00 t0.6D =i.36 Wall Height 10 1.00 00 1.00 1.00 1.00 Eave to Ridge 16 1.36 1.36 1.36 1.36 Increase for Additional Braced Walls 1.30 30 1.30 1.30 1.30 Actual Plywood in Wall 00 24.20 . 7.603 24,60 24.600 34_0 Braced Wall Status 85% 241% 304% .348% 126%. 183% N.G. OK OK OK OK Add narrow wall bracing Actual Plywood OFMgSs9Cy Front Wall 24' 2(9)=6' a`a ROBE Gu, HT J Interior Wall 40.33-2(2.7)-5.2=5.5=24.2' $ FACIVIL rn CNIL Rear Wall 65'-2.4-2(6)-11-2=37.V No.30400 Q Left Wall 30'-2(2.7)=24.6' 9F 1 Interior Wall 37'-11=26/2=13'+11=24' Rear Wall 46'-3-3(2.7)=34.90' /// I Bk 29286 Ps 1124 0517388 11-2.�-2Q 1 S a'1 12:34ta TOWN OF BARNSTABLE PLANNING'.BOARD f FORM G RELEASE OF LOTS UNDER COVENANT Bamstable,Massachusetts: date V�;V 2�1 0 The undersigned,being an authorized agent of the Planning Board of Barnstable,Massachusetts,hereby certifies that the following lots owned by EdmondL 8 Catherine R.Pali:securing:the covenant dated duly 11.2005.and recorded:in Barnstable District Deeds,6 ok,20 Page 2 1.'(or registered on Certificate of-Title No. ' Document# ),and shown on a plan entitled" -80division#802Y Definitive Plan Subdivision of:iand n (Cummaauidt Barnstable.MA:prepared for Qwner/AoolicantiJane A.Ryer.TR dated.March 9:2005.Revised May 9: 2005,May10;2005'and recorded with said Deeds.Plan"Book 600,Page 97 (or registered in said land Registry District,L C.#�1,are hereby released from the'restrictions as to saie;and building speatied in said Covenant, v Said lots are designated on said plan as follows.Lots 12.3.4.5.and 6 as shown on said olan: SUB.DMSION No.807- Samantha Drivel Hamsteatl Lane;. Authorized Agent,Planning Board of the ' Town.of 10arnstable q, ephen elman Planning Board Chair COMMONWEALTH.OF MASSACHUSETT:S l� % Barnstable,Massachusetts;ss --4 20 /S Then personally appeared �P /A an authorized agent of the Planning Board of the Town of Barnstable,Massachusetts and acknowledged the foregoing instrument o be the tee.: act and deed of said Planning Board,before:me. _ Q NO ARY PUBLIC My commission expires. After recording,reurn to: pNotary Publtca 1 b Joypo A Persuitte Town of Barnstable Rlannin Board Cot onweallh it. ' Ore �. 200Main.Street g ARirCenranissEiranFs6f8,2016 c4' ti �' u?: Hyannis,MA 02601 ?K: r01 BAR RY QF'qtEft Jahn'�, �Iea�e, Rester ` DENNIS COLWELL ARCHITECTS 132 Central Street, Suite 203 Foxborough, MA 02035 508,241.2122 limo 7.d- OT11-0- R-0ject: Lot 2, 51 Samantha Drive -Barnstable; IlA.A:02630 Architect: Dennis Colwell Architects, Inc. 132 Central Street, Suite 203, Foxborough, MA 02035 Dear Building Commissioner, Regarding the windows in the master bathroom and main second floor bathroom, I have found the following to be an acceptable temporary alternative to the required tempered glazing: 1/8" thick sheet polycarbonate (LEXAN), applied to the inside of the window with a bead of silicone caulking. Please feel free to contact me with any further!questions. Sincerely, Dennis M. Colwell;.Jr,_RA 1y��FtED AEtC.y,� 2 No 502/6� 70 . O FOXBOROUGH MASSACHUSEM OF ' NCARB 70895 Serving MA RI CT&NH p. 508-241-2722 f. 508-455-4466 info@dc-orchitect.com _ r�3r-r-��_Y�---- --��=- ���•r'='s•�=_ -_ y�S yY�-..a :.52....�.T.AS. ®::�o..-'i�'�..�-.�5.:- ®�:r,00 8 ��sm us:�.® �. �_ -==a•,=-==�--_-_��'_��=__�=--rrT�-=��'_ - :j4SiS�i�.�...{.....a...�C:.S:�. 7.^.: �-:S'::.'.7..':.Y.`t�.�.....-f.-_:..... ��.d�A�- --•�.:.e.....- Mll .... o� _�_ - 11 - 1.L l• 11 �' :Ste. o ® 4L.-..�e.�.S. � ■ � �:::.: - � p ■■I, ■■ ■■ gip =_ ■_ = C C �ls� '� ��}hjH''"rSz"N/rt''; b.Y 1A�,�' S �ls�` <�`2 �} )�� ��. } '• LE Imi an r z 1 _ = Lj- ... Ld • )s i.:.,.{� 'y c wr�m4). .'. f YS =p I� r'S� ni i • LL 11 • - - •• . • ......-. .moo. ..o .. -■S.-.��-a:�•.-::..........C'.Y�."'S® • HUM - � ....... ..'a'®."..d:: -.' ..a..a 5 :�:iL.d ":�::t .���.:...... YN:' .P S7Z'��SS� ■....5��77CS': :m. .■.=x - NO _d:: :::...-� ..s::-:::-� .:i:: ;�- 3:_ - u wi■■inn _ _ o � N o���a _ _ _ _ " _ _ " inii i nun - •=� o o ��Aso--.�.�. 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I�� ■m■m■ mnm ■w■nn o �s� �� _ �finim■m■m■ __--__=-_--- - mnnnm nnmmm �`. qS�� O �::� � �i'r::xsi� m --�::. iinnn■j■nunnn �z�� .::s:..:�:--a-�:.::x::t'r ....-- - �� d... - ...... � � ..' a mnnnm■m■nnon =—=��- ::�-- x.::: . ,`� y ® mn■::■::■u Noun OR -- :x::: " oii _ - n m■■ ORiin n ������ n mi■inionYni■imiunnminm nLinnni■n■i ■ ■■■ ■■ m■■ ■■■■ ■■ ■■ ■ wmmwnm m ■mnnnm■■ �� ■■■■ ■■n n■■ ■■■■ ■■ ■ ■■ ■■■■ ■■■■ WE I WE'Ell in ■ ISM 101010101 FEIN ��� .... .. .... .... ... . �■n■■ .!■■■■■■■■■■■■■■■■■■■o■■■■■m �i■■■■■■■■■■■■■■■■■■■■■m■■■■ ■ iim ■ I■I■'■I■� I■I■1■I■I e ' m■■■ ■■■■■■■■■■■■■■■■■■■■■mill u■■■ ■■■■■■■■■■■■■■■inums n■■■■■■■■■■■■ ■■ ■ ■■ ■■ .�■.....o.... monsoon ..seleallsommo ...................m... . .. l■I■I■1■I I■I■�■I■I 3 •' 0o�®o0m�000 t MUM 00�oo�a®oEuao® ._.- 00 � o 17-I 1/2' W I81-101/2' m Q I FT_ -------- — ------ PATIO 5/8"ANCHOR BOLTS IMBEDDED " -' —————— — ° c 45"ON CENTER 12"FROM CORN R/ ND I _ _ ___ __ _ I ANCHOR BOLTS 96'O C AND12 - 3"X3"Xl/4"PLATE WASHER —I I I I FROM ALL CORNERS. I I I Q O I f ————— -- l I R SLOPE GRADE FOO sEE rvoTEs 3604 NOTE 5) y a p 4 Y o m c� I I ------ —� I I L---- ---- — 6FEE FROM WALL TmIry nos Osl m .. aa� I I I O- .yLyovOy;oFOUNDATON WL --J (sEE NOTES 3W4.4112"DROP 6-10' J'E�M' NOTES 3604.1.3.1 v j v F OR WATERPROOF. . 0 FINISHADE _ 3604.6) RATED DRAIN PIPERAVEL ° oo C) �Hl@° 'M-p W/KWAYON, [ o a E r. 0.3/TasLE3604.3.1)4TING In 604.2.2) rn,� SL (SEETABLES �cv"CovmEo' t' O 0 a ui.8 Ca p m N BASEMENT vr�`x a°Ao�"h u; iv I I 33'-0' I a �", z"v a o"v I I I vQ "3Nu 2 I'-S' 3'-G' I o L,y c I I sD co I i Foundation Wall Detail�� "o ff na N 2 h I I UP us.. OMr— ANCHOR s urmowsPEauncao�smracnPu I iv � m 'I I v r -------------- -- --- R ors Imeao � I I - I I BO.C.ANO12" rrrF04lOCSTIOMof COXCCEfECOMStWt.710Y FROM ALL CORNERS. FINISHGRADE (SEE rvoTEs 3604 NOTE 5) ilmvauwd4 fmmdmlma mtl Wnmunaem L— ---------_�_----� I I I SLOPE t/2"PER FOOT NIN m�„�iljef zsm zsm z.saw m ... ...cob vd walx.ubae gnda..ap 2sm 25m Lsac I I I I I ID 6FEE7 FROM WALL. .Ibm.ph. _ I SEE FOUNDATION WALL DROP DETAIL I I I I S Q, umnaaavd4 fmmdmM,.alh umb..N6 nd 25m ) ]. 4 P C.SLAB 3500#.N. mM.miul.nuna,vww/ muewmttt I -: I '. (SEE—LE 3604.2.2) "'Q Porht nrpm sob em mq,r mymJmMwemM. 25m armm is dsm 1:w smIsoaIzlmms mwrr.l..amwlea.u vu•4WSYL Q 16-g I -61 - -. TYP.10"CONCRETE FOUN.D.ATON 3 ],IUa" I I O —— ———— — WALL MIN.3000#CONCRTE W/ COMPACTEDSUBGRADE UANCHORBOL 0. AND 12"FROM ALL CORNERSC W� ��rt��J s sm]meleml SU)ro wa0+uarmmuL I I UNDSTURBED5011 V m a fnxam m�bv bvvsma mryM mEp.m fmmnueme�vg3rt41m®oomn.mneem.nrsuaa.mmnmmm�mem NmsE. r n.5ms,nme.o22 ru mamdmmmee�mmmami4+�mm���a���m1®�dvspmmavmmcWmspvam I I I G I (SEE SOIL BEARING CHART} Q z FOUNDATION WALL 10"P.C. 1.ALL DIMENSIONS AND ROOM SIZES SHALL BE VERIFIEDBY L ---- ---- --- I I I I (SEE 3604.4) "JQ BUILDER/OWN ER BEFORE CONSTRUCTION. I S F7RERA77NGNOTES I I 5M Foundation Plan I ' I I .;; I N BACKFILL LL m W R402.2 Concrete.Convele shall have a minimum spc[died 2.ALL WORKING STANDARDS SHALL REFLECT ALL LOCAL& ale:/4'=I'-O' (SEE KFILL 3604.1.3.1/ com resslve strength of E%shmm In Table R402.2.Concrete STATE BUILDING CODES. 5C PORCH I I I Tae LE 3604.4.1.1a) x p SLOP CONC TE DRAIN mlrv. O Q sub1M b moderate or uvere weathering as Ifldlpled N Table I SLOPE FLOOR DRAIN TO I I COURSE GRAVEL O 1.2(1)shall be air entrabmd as specified In Table R402.2. 3.ALL UN-DIMENSIONED DOORS/WINDOWS/CASED OPENINGS I I OVERHEAD GARA DOORS. I I FOOTING W/KEYWAY Q The o-damn weigh Of fly ash otilef poa2olans.S1itm fume, SHALL BE CENTERED OR HAVE A STUD/JACK CONFIGURATION. (SEE 3604.3/Toe LE3604.3.1) O H slag orbleaded mment0.'l2 laded m Concrete mixtures for -DROP 12"LSEE DETAIL] I .• I I I garage floor slabs and for overtor porches.tarpon slabs and 4 DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO I I I 'r: I !Q steps thmx106e expnsedmdelcingdlemlcals shall not exceed �UNDISTURBED SOIL tire peReaages of the total Welghi of cememillous materials BE SCALED FOR MEASUREMENTS. ZEPRESS TO ALLOW FOR W I I I I SEE 301E BEARING CHART -DROP WALL 12"(NO SHELFl 9 X 7'O"O.H.GARAGE DRS YQ spectfLd m 5ecdon 4.2.3 of A©318.h4aredais used m padum I I I I In concrete and testing thereof shall comply with the applicable NOTICE CONTRACTOR SHALL REVIEW PLAN AND REPORT ANY I I I I V r 1 N standards listed inChapter 3 of ACI 318 of ACI 332. INCONSISTENCIES,DISCREPANCIES,OR AMBIG U In ES TO MIC HAEL J.KONOSKY ASSOCIATES BEFORI PROCEEDING WITH WORK I I FROST WALL MIN.4B' I I O 12 I ——————BELOW FINISH GRADE—— CL 12 I 0 I Garage Foundation Wall Detail �� s�el�I/2'=I'o' ARCHITEC URAL ROOFS INGLES 9'-6' '-O' 9'-6' '-O' Iz 6'- 10'-6' 6-9 5/6 2 x 8 CEILING JOISTS Cm 16"O.C. 00 2:12 5/6 F 14'-0' 10'-4' 4'-0' O+/- ATTIC 1 2"x 1 O"C I JOISTS 0 16"D.C. 1/2"COX PLYWOOD SHEATHING Q E R- F ERGLAS INSULATI 2"x 1 O"ROOF RAFTERS 9 16"O.C. v P o t2 W/COLLAR TIES 032"O.C. I12 R-49 FOAM INSULATION 12 LOCATED 1/3 DN RAFTER SPAN 12 12 4'-4' O tz +' I Q° ly 2"X 6"Ca 16"O.C.92 5/8"STUD LENGTH RON IDS R(70M �I �.�'y_ a RFr)RC)OM#2 LL 12 - 12 8'O"MIN.FINISHED CEILING HEIGHT 5/B 1 5/6 SINGLE BOTTOM PLATE/DOUBLE TOP PLATE -q•_6• 4•_6 �:� �_ +/- 3/4"T&G ADVANTEC +/- /4"T&G ADVANTEC :-e��7 Ig 6) GLUED AND NAILED. 'i r; L ED AND NAILED. I-JOIST FLOOR SYSTEM JOIST SIZE,SERIES&SPACING .a av n _ TO BE SHOWN ON MANUFACTOR x.C! lil C)DRAWING W/ALL CALCULATIONS R-30 FIBERGLAS INSULATION '�, 3'�'+� - N R40&1 Concrete and masonry foundaflon dampprmfiog /yet LII FOR BEAM AND JOIST DESIGN. Exceptxdrem required by Section R406.2 to be waterproofed, �I�� 01 (-'RFATRC)(-)M ENTRY loundation walls that retain earth and enclose Interior Spaces , In 1 R-21 HD FIBERGLAS INSULATION and Doors t]elox•scJdesha8 be damppraofed from the top of � the famin m the finished grade Masonry mth,shall halm not 2� IS'-4' 7 BAR C,ARAC�F less than Inch(9.5 oun)portland cement pa]gmg applied to 7 CAR GARAGE p� SEEF7RERA77NG N07E5 2"X 6"e 16"O.C.104 5/8"STUD LENGTH the exterior of the%AL The pasghng shall be damppooled in SEEF]RERArrNGNOTES 2 O 9'0"MIN.FINISHED CEILING HEIGHT accordance with ore,of the follosviog: 'I ]N 3/4"T&G ADVANTEC SINGLE BOTTOM PLATE/DOUBLETOP PLATE 1.Himminouscoatin8- fY 00 _ 0 Ld GLUED AND NAILED. 2.Three pounds per sgtmre yard(1.63 kglm�of acrylic ID e"o.00 madl0ed cement SLOP FLOOCONCR TO DRAIN TO MIN. a I-JOIST FLOOR SYSTEM SLOPE FLOOR TO DRAIN TO JOIST SIZE,SERIES&SPACING 3.One-eighty Inch(3.2 mm)coal of surface-bonding OVERHEAD GARAGE DOORS. .4 ] TO BE SHOWN ON MANUFACTOR cement complying With AS1M C 887. NI R-49 FI BERGLAS I NSULATION ,�,_ V DRAWING W/ALL CALCULATIONS 4.AIIryry material permitted for waterproofing in Section - � RASFMFNT 16•_0• FOR BEAM AND JOIST DESIGN. R406.2. 2-2"x 6"SILL 5.Other Wined methadt or materlats. P.T.SILL 0 FOUNDATION - TYP,1 O"CONCRETE FOUNDATION Exceptlom Parging of unit masonry walk is not W/SILL SEAL BETWEEN. 30'-O' WALL MIN.3000#CONCRETE W/ requlredmilerearlwerlal lsappnnedfordirectappli- ANCHOR BOLTS 0 6'O'O.C.AND cation to the masonry, 12"FROM ALL CORNERS. Conaetewallsshall bedampproofed 66l1 applying arty wear TYP.4"CONCRETE SLAB 3000#MIN. the abmm fisted dampproofing materials or any one of the xaterprooMg materials listed in Section R406.2 to the exterior TYP.24"x 12"DEEP CONTIUOUS FOOTING ofthewll. pq o N R3143 Lawtlon.Smoke alarms chaff be Installed N the fol- 8 m lowinglorauons: N GUARD 1.In each sleeping room. i7 2.Outside each separate sleeping area In the Immediate T vicinity of the bedromn. tk 3.On each additional sacyofthe direffurg.including base- - mrriaand habitable attics but not including crawl spaces 3 N_ _ �D and uninhabitablenubs.In dnefingsor ditrillog units with split levels and without an Intervening door a y 65'- between the adjacent levels•a smoke alarm installed on E m o 0 8 UN. the upper level shall suffice for the adjacent lower level 12•_0• provided that the lower level is less than one full story o o o a `E n�N w-;�2c below the upper level. o v=F. 10'- T-I v2' I$'-I I 2' 12'-O' 4•- 6'- T-O' When more than one smoke alarm is required to be Installed °�' - within an individual direAN unit the alarm devices shall be - y a°9'v 01°n 3'- 7'-O' 6'-4 12' 8'- 4'-4i" 3'-O' 3'-O' Interconnected In such a mannerthat the actuation ofone alarm Fro n o_m E +p•.m• will activate all of the alarms in the individual unit r s= a n m m STM" =yv� 3voo�o 25a DH BEoy 3050DH 3050OH 3050DH E °N o u o 4-0' Q UOQ➢°_°un snen[•a ruamr wssrxtnom+ >,- y y'o°°n° ..oaawuram smvuss v O O O o 3 o" o°O1v smrm...w w.o.wss„wwao m o o zo Aw n c c co S3 aE•r.vetmRm Onerex5+i N rmrID ... ° L L� na°iN M rqN Wum .+'m:.m°ww+srnmx w+ss srmmrmmnn �9DIE a•a.wactwmaomnrsn ucroam+u O_ �' _ _ I..�fl;.� - _ w n ws wa a.smwa ern srcrm m+ua.+ 111ntINr — ——————————— y N NNao ds DIST E u n °n D ° TABLE R3D1.6 �'3 y n p em4IMUM UNIRIBUTED LIVE LOADS m pounds v N tV tin Potmds Par 5Q1181D toot) c o c g 2 nmmcn r v LIVE o._F o$w° 3D68 3a68 fe 246 2665 Q i?n Aura wi tens=to a to N USE LOAD v o Q O I N m—O O Aaia with Welted sto a 20 n�a 2 H m°9 s oar m o I bo 7'-0' m _c - await c$$v°3 abirahk attic and aWa carved 30 r anzs v ID ...... N I _ with fond stairs ounao otnnmmns O r;RF ATRI)nA4 I i o a p - 'I 2 Balconin faxterior and decks° 40 lire—P, 40 7 O m Guardrails and kandmLLsd 200a Y W- N 19 Guardrailin-fill. � na y SDI C 5& IL ly _ L 's Rwrrsothmthm 40 Q ------------ ram 94ACTFR RRRA4 �. i 60 57 m rwrrts 30 It 2 5mirs 40` U J Fa[sl: 1 wDmma"tmE.w I I I. N tonMpmsrmmc 1-o.04TJLN/mr.I squmeirch=Ws mid. (�¢ artatomo "mm 0 - = Z �6m.• N m r I I 0m0 I N co _ Q a.cFalemda aotue dssp e4smoxnavtl8 ah=t�ma vrr UP o e sh aw lle bbe cm anD g'io atim apitrloof�c om.atmngar w oaa- Nur pbI fmppadnga2000-p"mdld Z plim20-quamlochn h Axvhow-raga retene iherear oswmmn clear bege mx— FZ ourooRu J in 21a 42 mchm hlgb by 2 fm wl&.wgremm twamd wMm tmplmm of the M .-10 3/4' O 2'-2' II'-3 I/2' 10'-10 1/ . 10'- 1/4" 6'-O" 7'- V tnsss Far atU6 vmA zlasage,ids Owe load tmtl am m a armM m an W W r>u rwN.asA nmtatpot=aaR m¢ V cnxoarmdly'x'Ith arp adar irvelwdt 5rmo�'nts. � U ransom.C,osEaD<tOa1 ih O .. e 1 o�dma trtr�edlo�ad n4�tmMava�irama—nydranNdee we Q 0 wm�nna pradums lm�a,ro.stresses square loch. O 28TH 28 DH f M1 AsMlemm wamdlmdapplmdmanydu=Mnmaay'powdwgdmtoA O= 1;11717 C see5ttum RSM P 2 far decal adarhed m mmorxal&. F- y R311.7.2Headroom.7heminimumheadroominall arts of 4- -n" LRomtalled Eton ocutil�la»�y�m�m�1 ?the stahaay shall not he less than 6 feet 8 inches(Z032 arm)P O sOpoundsoaanareaegimlm lsgimrefootlhd lwd neaemtbeassmraam Ld 2 measured vertically from the sloped[irte adJoining the tluad n aammmme y uhmynharinctwargnumml. NPor Ana wah limitd storagend mtnuwAl xAM busses.M.live load needbeappend coymrosepontoonolftmdomihoWu'bmetbmome0 nosing or from the floor surface of the Ian Ping or platform on orthat portion or the stairway. e � � JException:Whew the nosings of treads at the side of a b ofwemttomrnmaandRebo tamafatilyahmtnssmember.Rmmadwal flight extend under the edge of a floor opening through 2 r A R GARAGE v cab uftm fulba'mg mlmrw Motel. which the stair passes.the flooropening shall be allowed to 2g'-n" ' 23'-3' a 1 maawda�mwtmsm� t "a"ar°ramedopemg proJect horizontally into the required headroom a maximum of 4 14 inches(121 mar), 2 rnadnadosaemmmehmdpnmtes:wan2:Iz a = � a RagrmNlmNaOondepW6lessthandmhAlomdmdmtmherdeph. W O D t0 Thamdoto dardsofuutses meeting tmatmxcmana,for larded sins- ` Q �_— — 1 r age sell m designed nor tar Beamraf tman®l imposed daad iwd or 10 N $ I I psLunfmmlydunhdedmrs lit-endrespan. d O goed R311.7.1 Width Stairways shall not be Itss than 3G inches d`nren%4.lsff vf�ord..abe�hamaamahhad.�u C e (914mm)in clear width at all points above the permitted hand- aw>LLmmmnmpotoM dodrnimmaoomem.,h.. d �o rmmc Ttnue Iwds midi m detmsma-0 mdepeodem of one aoothm,and rail height and below the required headroom heighE.Handrails Q toamaaammWnmmoRn.mhmroamwnlnad - E shag not pmJect more than 4-5 inches(114 mm)on either side 00 n of the stairway and the minimum clear width of the stairway at I 4 Z and below the handrail height,including treads and landings. C a shall not be less than 31/2 inches(787 arm)where a handrail is ————————— ————————— LL installed on one side and 27 inches(698 mar)where handrails I r yl nT r. A R F A x are provided on both sides. ' 0 i.I �� a 7 0 7 5 2 5 6 9 I G 6 9 4 NO yV� N 14 O 10 4' 24 ,Id UN 0� 20 DN v QW too Q Q N V 00 First Floor Plan scael .1- N R31C3 Location.Smoke alarms shall be Installed In the fol- 0 m lowing locations: N 1.In each sleeping room. ;� Q 2.Outside each separate sleeping area in the Immediate . - vicinity of the bedrooms. 3.On each additional storyofthe dnrffWg.including base- - o mrnlsand habitable attics but not including crawl spaces and uninhabitable aatrs.In dorRnp or duellfas units with split levels and without an intervening door between the adjacent levels,a smoke alarm Installed on E r co_$-o the upper level shall suffice for the adjacent Imver level "a provided That the lower level Is less than one full story 0 below the upper level. v o o_m When more than one smoke alarm Is required to be Installed ,within an Individual dur&V unit the alarm devices shall be - 2 Interconnected in such a manner thatthe actuation ofone alarm r° - wHl activate all of the alarms In the individual unit. m" m m ro a 30 -o..m �voiQv ..Eon. Nsa oQ u�, ---_---------- --------> ---------- Elv Ir--------------- ——— — -- ------ --- ---- o 554SMU 363r 6F ; II rJ I r— i----------- -- — Tr ___________ 0 9 \ / ovE vo LIJ I I I I �' TABLE R3014 3 c LUNINJIUMUNIFORMLYDISTRIBUTEDLIVELOADS m 1 C pounds Por sAuare Doti USE LNE LOAD E3 $v a n I II \ / I I RFnrnnn r RFnRnnn� Q Ad"witwm.rma to nD - a" Atha with lunuad L- 20 II II s0 Habitable hk attic and auks served I I I I I p � with ftxed emirs Baknnles fea erwr and decks= 40 1 I I I I Fl.— 40 I-————————————————,--I I so Sp I Guardrails and handrails' 20D I I I I I I z666 z666 I Guardrail In-fill com hush 50° II �U-------------------- ———— ---------------- 9 5T 1 J I I I INSULATED DOOR Passed evdd Ie es° III III FRAME91 t_ee_1__e R—asadherth _--_--_ 40 �Q Low siovso tuna "" m RAI,I'.ONV RA'M Sl 30 V I I I III CL�naNieaE ow 5._�.. sera: t I III Q so - °?j r Stairs 4T U J F«St: IpmnepetsghWefoot-0.04TJ Wlmr.l sgnam hch=845 mmr. �M / / \ Ippund=4.4 ht Q DN / �� \ Zak a El ph ad SxW floors shall be alable of snpparun8 a 2.ODD proud load Z_F- Iappall over a z0-s luara-axe n ea Z 0 b.Anres wuhom storage are=,here the mwmmn dear MJgm htlween 0 I I I I- \\ ---- --.--' _--- ( putanamrarol�man4zmmwnrew«aarero lwaarmoaad)a- -I< I I III � I ri I / \ f l m mssrswubrhesa eweb.amgamnanopwhaarcamwraea man.- m gm 42 mdws high by 2 roar sddn,«greaher.I«aadwNun thaplale of h. I III / I \ III I III III I III / I \ I f l Q ConcoFor�t w w� mu UW two load R m�nm t»ass m tiro an ra j iaarvmod star beads.eau be da tgoed for ta,Imhrmmly dlanoWad U- 0� f{t- ---- - -- ---4-4 I // \\ III I III 1 1 1 1 P / \ I f toad«a3ao-pou m nma n a adloadadmgavmana aaau p a amd as. 0 LI ....-.- --- - �- --.-- .----- 1'TIII 1II3(III u rc laad a .pow alnagd pmap o. 0O�IQ S.SconR50222thrddsonuadm-arwaim s Gaud W-nawmpoera.fauthsambnmata .0abmrsa pam] Z 2343DH 23430H 1II1 gmseed®gtlmwhssaMabmmUY.PpUednrmMdf LL Q Saaa a V W Q U)a For anamwuh lamed mage and cow mud _-- wnh tnuaas.Has Iva loan YI n I II I maaueappleanaymuu.etonm«urwaaummhudwroamueaare U� two«more rect mar r42ssec ssmh the same wch mdigmm de w grea a. 0 I `" -��s`m— � "I 1 II 1 samadwolunnanglee DfOMMmTh—tauby2feu wlde«gia lop batadwnh c hadl.dtf b...oThemcwhglesball ill mmibm.fw ided rap •--I I{ 1 oftbe bmiomramaardtbebohmmafartymhertrtesmembe.lewldeathd I R N114�Q An. v I i a.b f harmmwmgmrlmamme,. I I N If 1.nma«®an.wfthS.U.R80T.I. wnswwar«rmmadapamng m acmrdaooe with SeNop R807.1. I ( I I Z The mos has abamancb dpnmlassman2:12. Requ"dtmvAwmdgMbl+5dmUwbohomcbwdmembu&pk UD I I I FF I Ttmmnummu�orrnsuameehmgleatmYrntermmiuumms«- �F Co I I I I I I I P.Eunlm aloall mhyadmbwedmpd«am 1Wvoaih7ra�I unposed dead maa«la NO I I I f >L cmdog ear m haaaa0 m.ambaes and giwds wag be designs wan a sold,radmof4-Tmlle lapfad«wtahaaodmim®co,W-C cmceo- a£ II If I hmedTb—I.,aammampnrmhew.amm-dent of meanummpo- o I I I f I load.Tuem Iaads s ed m ddmmuma mdapmal®ar one a u h c and z E mods areawmlM rot m oceu wan arp•tuber ave llod I °-6 I ° 6 I y v I II Is O" Q 1 I L vh.y n LL I t•� -3 Lg - --- - \ U)o I IVTNr. AREA a71 RD FT :zo h �N 00 UO j: a LO . ;. D N _ W SECOND Floor Plan NOTES t�sq LEGEND SYSTEM DESIGN. \ TOP FOUND. EL. 107.5' F 1. DATUM IS NAVD 88 o SandYs' 2. MUNICIPAL WATER IS PROPOSED 99 -- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE X 99.7 EXIST. SPOT ELEV. MARKED WITH MAGNETIC TAPE OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROPOSED 3 BEDROOM DWELLING (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. o° --[99]- PROPOSED CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS e Dennis Pond 2' PEASTONE OR GEOTEXTILE TO BE AASHO H-LQ DESIGN FLOW: 3 BEDROOMS C� 110 GPD = 330 GPD FILTER FABRIC OVER STONE (98.4] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW Eli " 95'-97'MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 TEST HOLE PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / SEPTIC TANK: 330 GPD 2 = 660 <;.; .: RISERS (TYP.) BLOCKS OR 2� SLOPE OF GROUND ( ) 95.0 4"OSCH40 PVC MORTAR ALL PRECAST RISERS 310 CMR 15.000 (TITLE 5.) USE A 1500 GAL. SEPTIC TANK PIPES LEVEL 1ST 2' COMPONENTS H-10 T E 4 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ENDS 1' (TYP.) 0' 4' BE USED FOR LOT LINE STAKING OR ANY OTHER xit 7 UTILITY POLE 97 0'* 10^ 1500 GAL H-10 14^ . BET. SIDES 94.03' Loco LEACHING: 95.75' TEE SEPTIC TANK TEE PURPOSE. FIRE HYDRANT 95.50' °°°°o°°°°;°° 6" MIN. SUMP ° 0000° cioa� o�®® °Oo' 0000 Joao >000aoo�o ? Roufe 6 tiy0 SIDES: 2 (26 + 12.83) 2 (.68) = 105 GPD GAS BAFFLE,." °0 12" MIN. INT. DIM. 0000 0®®©O®®®OD® °p°OU° ®®®OO®®®��� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Yarmouth m/J o 0 0 0 0 0 0 0 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 000°000° O O O O O oo°000 O O O p o°o°o°o° Campground BOTTOM 26 x 12.83 (.68) - 226 GPD 4' LIQ. LEVEL (ACME OR EQUAL) �'°°°°°°°° ®0�®OO®DODO 0000°° ��O®®®®®®®O ; ° ° ° ° 93.47' 93.30' N >°°°°°°°° ®�®�®®®0��(0 °°°°°° ����©�®®®®M °O°°°°°° 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED '+, ._ ,:.. .. ... . ... .. >000000°° °°°000 0 0 0 0 � � f °° o o ° o o°�o o'a o 0 0<< WATERTEST D'BOX °°°°°°°° °o°o°o°a 91 .2 WITHOUT INSPECTION BY BOARD OF HEALTH AND °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° LH-10 PERMISSION OBTAINED FROM BOARD OF HEALTH. R TOTAL: 488 S.F. 331 GPD ;°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°"°°°°°°°°° FOR LEVELNESS 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) (2) UNITS REQUIRED DIGSAFE 1-888-344-7233 AND VERIFYING THE COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 26' X 12.83' ( ) WITH 1' BETWEEN CHAMBERS AND 4' STONE ALL AROUND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP CAPE coo BERM (2•5% SLOPE) (1 % SLOPE) ( 1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK. _ � NOT TO SCALE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 12 x a" FOUNDATION- 48' SEPTIC TANK 12' D' BOX 13' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 348 PARCEL 7 LEACHING FACILITY. tH-20 ADJUSTING BLOCKS/H-20 RISER , MA *THE INSTALLER SHALL VERIFY THE MORTAR ALL COMPONENTS APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL 84.0' BOTTOM TH-3 ZONING SUMMARY (TYP.) NO GROUNDWATER FOUND BUILDING SEWER OUTLETS AND ;,,,.;:,. ELEVATIONS PRIOR TO INSTALLING ANY ELEV. ELEV. ELEV. ELEV. ZONING DISTRICT: RF-1 DISTRICT °° PORTION OF SEPTIC SYSTEM o°o°o°o 000 000 o 4" MIN. PEASTONE , , , , 0000 00 0 0 00 1) a 0000 0 0 0°0 or °000000 0°0°0°00° AND MIRAFI 140NS TEST HOLE LOGS 4 V �/ oO000°oo°� oo°°o°o°o° FABRIC OVER STONE Q 96 0 98 0 96 p" 98 MIN. LOT SIZE 43,560 S.F. 0000°° ° °000°0000 5'-0" X 6'0 o°°o°o°o°o 000°0000 o°0000 °° MIN. LOT o'o'o-o0° H-20 p 000000000 o°g°o°000 60o GAL 00000000g ENGINEER: DAVID D. FLAHERTY JR. O FRONTAGE 20 3" q°' 0 3" 0 3" 0 MIN. LOT WIDTH 125' LEACHPIT o00000000 '.. o°00000 aSHOREY OR EQUAL '0000°000 000000000 °000°0000 WITNESS: DON DESMARAIS MIN. FRONT SETBACK 30' ° °°000°° o°000"o00 0000 ° A/E A/E A/E A/E I 0000000 000000000 DATE:_ 7/11/2006 MIN. SIDE SETBACK 15' °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° LS LS LS MIN. REAR SETBACK 15' LS MAX. BUILDING HEIGHT 30' s/a" - 1 1/2" PERC. RATE _ < 7 MIN/INCH 7„ 10YR 5/1 10YR 5,/1 7�, 1 OYR 5/1 8 10YR 5/1 \ DOUBLE WASHED STONE 10" SITE IS LOCATED WITHIN GROUNDWATER 2' MIN. AROUND PIT CLASS I SOILS P# 1 1344 B B PROTECTION OVERLAY DISTRICT & 6" UNDER PIT B B DRIVEWAY DRAIN SECTION LS LS LS LS NOT TO SCALE 1 OYR 5/6 10YR 5//6 1 OYR 5/6 1 OYR 5/6 38" 92.8' 40" 94.7' 36" 93' 37 95' C1 C1 PERC PERC LS C 1 - LS C LS 2.5Y 6/4 108" 2.5Y 6/4 .87' 120" 86' 2.5Y 6/4 .,l �❑ 112 / /` LS 120" 88' C2 C2 C2 CS 2.5Y 6i/'4 CS CS 0 132" 2.5Y 7/4 85' 144" 86' 144" 2.5Y 7/4 84' 126" 2.5Y 7/4 87.5' NO -GROUNDWATER ENCOUNTERED NO -GROUNDWATER ENCOUNTERED o �-ELECTRIC 90 - 7 E 7 - � CLUSTER �Oo � s �J \, N 12'5556"E 277.86' Qt O s 86 \ SL E EA S ENT �O BENCHMA --� NAIL TO BE S W W -31 IN TREE ATIO �So / W + 7 NAVD88 Lot 2 n O �- v> 43,933 S.F. �A w_ JUN 2900 ZD�g o ti o s� Yo 5 .7 �� o PAVED DRIVE 0 f v 4 L ` 6 9 N M M M� 9 ) o / 4' PROPOSED M - ��� SLOPE PATIO DWELLING 0 9 0 TOF = 1 .5 G+ TITLE 5 M EASE T >>0 SITE 0 F S G 108 OO /^ M -� ` 40. RV TH4 M- M �� #51 SAMANTHA DRIVE M M c� 0% R A ) B,�SJ CUMMAQUID, MA 0 TH 2 c 106 /-�104] 1t0 o TH3 TH1 °p PREPARED FOR 104 �ZO 00 � - - PROVIDE 40' OF 40 MIL LINER � 14 •S G G IN AREA SHO . P AT � \ 4 EDMUND POLI ELEV. 9 6TT AT EL. 90.0 f 82 \G _---G N 12'08'43"E DATE: FEB. 16, 2018 376. 19 .9 2 „ > 9� O'� �6� MAIN L T TOWN OF (MUN) Scale: 1 = 20 HYANN/ , MA 0260 0 10 20 30 40 50 FEET %�ZN OFgi�, /ZN 0 P7q`` tissue ss�\ off 508-362-4541 fax 508-362-9880 DAN!ELA. y ° DANIEL A m downcope.com _ o OJA!.4 �'� CIVIL OJALA t OWn Cope ea Meeh4 h7C. o_ 46502 o No.409f30 ° gl FF S�Q civil engineers 2 'o P .o/ land surveyors s �u 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # > 7-476 15-177 POLl.dwg RIM BOARD Refer Architectural Plans for ALL Dimensin * Rim Board Detail A3 BLOCKING REQUIRED OVER ALL INTERIOR BEARING. Blocking Detail ,``G� � oQ P B 1 1-1/2 x 14" LVL Joists @ 19.2" O.C. �PQ Ptip°Pie 2x4 OR 2x6 BLOCKING: �` o \ \\' S INSTALL W/ WIDE FACE Q LCO�Q�Pr`P�\�0 ` FLAT TO WALL SHEATHING DO � O O O G UNSUPPORTED EDGE OF PLYWOOD OR OSB 5 6'LVL X 5 QQ X H1 Horizontal Blocking @ Wall B2 B1 61 Sheathing Panel Joints CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY 7@22' 61 B1 Beam 9 J::� 3 Ply 1-3/4"x 9-1/2"x 18'-0"LVL ->o Ex co a! • 10@30' 26' @34 3 30. T T 10@22' 0- CM tV Cantilever Detail LVL Boom / Header ....... ........ ........ ........ ..... .. ........ ........ . ..... ....... ....... ........ ........ ........ H1 1 ply 14'x12' Beam t 10 NOTE: UNLESS HANGER SIDES LATERALLY 3 Ph 1-3/4"x 9 1/2"x 26'-0"LVL SUPPORT THE TOP FLANGE, WEB B1 B1 A3 STIFFENERS SHALL BE USED. J Face Mount Joist Hanger B1 61 2x PLATE FLUSH WITH INSIDE FACE OF WALL 3 81 OR BEAM ,d 1311 B1 NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB STIFFENERS SHALL BE USED. Top Mount Joist Hanger UH2 tHOFMgss9c ti ROBERT J BLOCKING PANEL o� PARENTE G { J CIVIL m F 2x4 No.30400 DASH BLOCK OFF e (MINIMUM) A9 9FGiS A ° 16" FOR LOMBER SQUASH BLOCKS Block All Plywood Seams in 1st Floor Exterior Walls Squash Block Detail S 1 BLOCKING PANEL Method PFH - Portal Frame FIRST FLOOR LVL BEAM 2x6 SQUASH BLOCK with Holddowns Live Load 40 psf 0 per R602.10.6.2 $raj .f �1 ) Barnstable Bldg Approved by: Permit# (P Squash Block Detail S2 ( 3 + ) 2x4 (Minimum) 0 Lally ® Double Lally STRUCTURAL WOOD SYSTEMS INC . LOCKWOOD BUILDING Structural � ( 3 + ) 2x6 (Minimum) � Tubular Steel Column � scale: 1i4^=1'-0" Drawn By: JTR o Engineered Wood Post: HSS 4x4xY4" (Typ. U.N.o.) "ENGINEERED FLOOR, R 0 O F & STAIR SYSTEMS " Date:February 09,2018 [Revision:February 13,2018 Wood z 4 = 3Y2'/6 = 5Y4" /8 = 7" 2x4 Bearing Wall .S d, ystems Q Post Up (ALL Types) 2x6 Bearing Wall YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 2 Samantha Drive - Barnstable, MA -. limp - le® FULL WIDTH of Beam MUST BE Supported by ALL Posts PHONE: $00-344-81 17 FAX: 508-876-9508 Drawing Number Componen TM 16645 EWP Studio Version 18.12.038 Powered by iSttuct^' This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings,not to replace them m RIM BOARD ** Refer to Architecturals for ALL Dimensions*** Rim Board Detail BLOCKING REQUIRED OVER ALL INTERIOR BEARING. CIO Blocking Detail B 1 p'N 14" SWS-23 Series @ 19.291 O.C. '��.�PQ p�'�\3- INSTALL2x4 OR 2x6 C W/ WIDE FACE Qv FLAT TO WALL SHEATHING G0Q�QO O0 PJ\O�J'� 55�'c�\o'OC�G' cj60 y5�`� DROPPED BEAM' DROPPED BEAM CP G� G� 0 A3 A3 �\ J ���� Beam#2 Beam#2 N 3 Ply 2x1Owl 12"CDX Filler 3 Ply 2x10 w/12"CDX Filler—] ' PJQ PAS A3 UNSUPPORTED EDGE OF PLYWOOD OR OSB X X H1 Beam H1 , H1 Beam#4 H1 Horizontal Blocking @ Wall 3 Ply 1 3/4"x 14"x 18'-0"LVL 2 Ply 1-3M"x 14"x 14'o"LVL Sheathing Panel Joints B2 { CANTILEVER EXTENSION SUPPORTING UNIFORM FLOOR LOADS ONLY 61 B1 o " , 4 's A3 E V �ail E.- M U M T T 0. A3 N N Cantilever Detail �o @ 2s' 30' 3 22' 7 18' 10 @ 2r C1 LVL Beam / Header , ... ....... ....... ........ ....... ... H1 H1 ..... ....... 1 ply 14"x 12' NOTE: UNLESS HANGER SIDES LATERALLY 81 SUPPORT THE TOP FLANGE, WEB H1 A3 STIFFENERS SHALL BE USED. `> X Beam#5 A3 A3 Face Mount Joist Hanger A3 2 Ply 1-3l4"x,4"x 12'0"LVL 0 0 H1 2x PLATE FLUSH WITH INSIDE FACE OF WALL A3 A3 OR BEAM U Beam#6 6 H1 2 Ply 1-X4"x 14"x 14'-W LVL H1 B 1 H1 NOTE: UNLESS HANGER 12'LVL Olow SIDES LATERALLY SUPPORT A3 N THE TOP FLANGE, WEB "L— STIFFENERS SHALL BE USED. = (U Top Mount Joist Hanger U) M n� N BLOCKING PANEL Cb Beam#1 Must Be Attached With:3 Rows Simpson SDS-4.5 2x4 SQUASH BLOCK 3 Pty 1-3/4"x 14"x 18'-O"LVL screws @ 19.2"o.c.Each Side Of Beam (MINIMUM) — N OF Mq,, D' 1 q3 p3 C o ROBERT J PARENTE Cl IL No. cao..n, �I G� 1/16" FOR LUMBER SQUASH V� " BLOCKS 9FFS�G1ST L Squash Block Detail S 1 A3 3 PlyBeam 7 2x 2#2/SPF A3 BLOCKING PANEL DROPPED BEAM SECOND FLOOR LVL BEAM 2x6 SQUASH BLOCK Live Load 40 psf O Squash Block Detail S2 ( 3 + ) 2x4 (Minimum) Q Lally ® Double Lally STRUCTU RAL WOOD SYSTEMS INC . " LOCKWOOD BUILDING � ( 3 + ) 2x6 (Minimum) 0 Tubular Steel Column � scale. v4 —1-0 - Drawn ey: JTR Structural Engineered Wood Post: HSS 4x4x1/4" (Typ. U.N.o.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS " Date:February 09,2018 Revision:February 13,2018 Wood � 4 = 3%2" / 6 = 51/a" / 8 = 7" 2x4 Bearing Wall YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 2 Samantha Drive - Barnstable. MA a10 Systems p (ALL Types)) 2x6 Bearing Wall PHONE: 800-344-81 17 FAX: 508-876-9508 Comp -Tie® Drawing Number Co FULL WIDTH of Beam MUST BE Supported by ALL Posts mponent TM 16645 EWP Studio Version 18.12.038 Powered by iStruct1° This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings,not to replace them RIM BOARD Refer to Architectural Plans for ALL Dimensions*** Rim Board Detail BLOCKING REQUIRED OVER ALL INTERIOR BEARING. Blocking Detail .``GAG I Conventional Lumber (2x10 #2/SPF) @ 16" O.C. `'� 2x4 OR 2x6 BLOCKING: INSTALL W/ WIDE FACE FLAT TO WALL SHEATHING OQy Q OO& X�`�Q��O��P� ��x �.� G��G� UNSUPPORTED EDGE OF PLYWOOD 0R OSB i ; !Horizontal Blocking @Wall ; B2 Sheathing Panel Joints CANTILEVER EXTENSION SUPPORTING i , i UNIFORM FLOOR LOADS ONLY , = i i i i ! i i i l i Cantilever Detail LVL Beam Header NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB , 1 , , STIFFENERS SHALL BE USED. Face Mount Joist Hanger H 1 v 2x PLATE FLUSH WITH O INSIDE FACE OF WALL OR BEAM ---'- ----- co LL CL v, NOTE: UNLESS HANGER O SIDES LATERALLY SUPPORT T-- THE TOP FLANGE, WEB -- X STIFFENERS SHALL BE USED. N Top Mount Joist Hanger H2 BLOCKING PANEL E 2x4 SQUASH BLOCK J (MINIMUM) --- N OF � 0_ Mq ROBEI / 6" FOR = o PARENTF LUMBER SQUASH U CIVIL BLOCKS ^_ > No.30400 O �FG/ST ----- U 11c . E Squash Block Detail S 1 BLOCKING PANEL LVL BEAM 2x6 CEILING JOIST LAYOUT SQUASH BLOCK O Squash Block Detail S2 ( 3 + ) 2x4 (Minimum) © Lally ® Double Lally STRUCTURAL WOOD SYSTEMS INC . LOCKWOOD BUILDING � ( 3 + ) 2x6 (Minimum) � Tubular Steel Column �� � �� Structural Scale: 1/4^=1'-0~ Drawn By: JTR E3 Engineered Wood Post. HSS 4x4xYa (Typ. U.N.o.) ENGINEERED FLOOR, ROOF & STAIR SYSTEMS Date:February 09,2018 Revision:February 13,2018 Wood 4 = 3'/2" /6 = 5�" ! 8 = 7" � 2x4 Bearing Wall d,Systems Q Post Up (ALL Types) � 2x6 Bearing Wall YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 2 Samantha Drive - Barnstable, MA Simp _ ie® PHONE: 800-344-81 17 FAX: 508-876-9508 Drawing Number Componen TM FULL WIDTH of Beam MUST BE Supported by ALL Posts 16645 EWP Studio Version 18.12.038 Powered by iStruct- This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings,not to replace them RIM BOARD �`�`* Refer to Architectural Plans for ALL Dimensions*** Rim Board Detail A3 BLOCKING REQUIRED OVER ALL INTERIOR BEARING. 0, Blocking Detail B 1 �O�QQ�P�`�J Conventional Lumber (2x10 #2/SPF) @ 16 ox. pF 2x4 OR 2x6 BLOCKING: INSTALL W/ WIDE FACE G OQyQ'0 FLAT TO WALL SHEATHING �� ci 5 4 �4 \G0 pOS�p0 OR C, UNSUPPORTED EDGE OF PLYWOOD OR OSB Horizontal Blocking @ Wall B2 ---- ------ ----- ------ --� - ------ ------ -_-�- ___--- 4070 Sheathing Panel Joints ;--- ------ ------ ------ - ------ ------ ------ -----; ------------------------ CANTILEVER EXTENSION SUPPORTING ♦♦ i UNIFORM FLOOR LOADS ONLY ♦ i ♦♦ i i c- - ♦ i Cantilever Detail ►� e LVL Boom / Header 2x1? i ow i ♦♦ i ----------- ♦♦ NOTE: UNLESS HANGER SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB ♦♦♦ STIFFENERS SHALL BE USED. %_ ♦♦ i ♦♦ ♦ Face Mount Joist Hanger -~ �r H1 ; ♦ ; ; , 2x PLATE FLUSH WITH ♦ ------- ------ ------ ------ ' INSIDE FACE OF WALL _ ♦ ♦♦ ' v ♦I I OR BEAM _a ----------- ------------ (O I i ----- -♦a►♦ I i ♦♦ @ �+ 1.� (V O NOTE: UNLESS HANGER x SIDES LATERALLY SUPPORT THE TOP FLANGE, WEB N STIFFENERS SHALL BE USED. X Top Mount Joist Hanger H 2 E BLOCKING PANEL 2x4(MINIMUM)SQUASH BLOCK N OF Mq ROBERT d O o PARENTF CIVIL � No.30400 1 16' FOR LGMBER SQUASH BLOCKS A1-E U Squash Block Detail �\ J I BLOCKING PANEL ROOF LVL BEAM 2x6 SQUASH BLOCK Snow Load 30 psf O Squash Block Detail S2 ( 3 + ) 2x4 (Minimum) 0 Lally ® 'Double Lally LOCKWOOD BUILDING STRUCTURAL WOOD SYSTEMS INC . Structural ( 3 + ) 2x6 (Minimum) 0 Tubular Steel Column Scale. 114 -1-0 Drawn By: JTR x Engineered Wood Post: HSS 4x4xYY4' (Typ. U.N.o.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS " Date:February 09,2018 Revision:February 13,2018 Wood � 4 = 3%2" /6 = 5Ya' / 8 = 7" 2x4 Bearing Wall YARD: 241 LAKE STREET, BELLINGHAM, MA 02019 2 Samantha Drive - Barnstable, MA Sy stems 0 Post Up (ALL Types) 2x6 Bearing Wall Simp dio PHONE: 800-344-8117 FAX: 508-876-9508 Drawing Number Component TM- ►e® FULL WIDTH of Beam MUST BE Supported by ALL Posts 16645 C EWP Studio Version 18.12.038 Powered by iStruct- This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings,not to replace them