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0111 HARVEY AVENUE
II .......... IIsIJIM,y*,,,,���,,,�,--,,,,,�.-,�"4."",�,��,to ............MOM.............ii,............ Boom all IIr 7, 4.3 lk SNOWN hill Town of Barnstable Post This.Card So That rt�s:;V�s�bleFrom?the Street Appraued PlansMust:be Retained bn Job and"this Card Must beKept� •m 6 Posted Until final Inspection Has Been Made y Where a-Cert�ficate.of Occu anc_" is Required,such Buil mg sFiall Not'be Oecupied;,untita Final Inspection hastbeen m�ade� g: Permit �.. w �f > Permit No. B-17-3399 Applicant Name: OHC INC. DBA/THE HOUSE COMPANY Approvals Date Issued: 10/18/2017 1 Current Use: Structure . Permit Type: Building-Shed-Residential-200 sf and over Expiration Date: 04/18/2018 Foundation: Location: 111 HARVEY AVENUE, BARNSTABLE Map/Lot 319 102 Zoning District: RB Sheathing: Contractor.Name;<'...MICHAEL S ROCKWELL Framing: Owner on Record: LEWIS,JON R&ELIZA O g ®dS z. ,fir ye/1G Address: P O BOX 1224 Contractor`License: CS-074034 2 BARNSTABLE,MA 02630 v m Est. Project Cost: $50,000.00 Chimney: Description: remove a 12'x12'shed construct a new 20'x22 outb iI'in''for . Permit Fee: $50.00 storageY Insulation: Fee Paidi: $50.00 Date. 10/18/2017 Final: ok S�y /o9iP/lC Plumbing/Gas Project Review Req: Rough Plumbing: Building Official Final Plumbing:. i3 This permit shall be deemed abandoned and invalid unless the work authorized byths permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application andathe approved construction documents for which this permit has been granted. g - Final 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 streetoroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. - Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building a d Fire Officals area provided on this permit. Minimum of Five Call Inspections Required for All Construction Work. Rough: 1. n Fuuddliu0i ui'Fuoting 2_Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. 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 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map t Parcel , t o 1 '� Application # Health Division Date Issued 10 / Conservation Division ^� Application Fee' _ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ HyannisG Project Street Address Village Owner JoN Address Po tb x 1 tiL4 Telephoned Permit Requests 01�TfZDyLl_bL" F L- SToMG Square feet: 1 st floor: existing 0 proposed 440 2nd floor: existing 0 proposed D Total new L+4 0 --F, Zoning District Flood Plain 11u Groundwater Overlay Project Valuation fSO-oo0- Construction Type LT. Vt o Of-"% Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 6 No On Old King's Highway: $Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �4 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 _ OthEBJ 11L04c,DEPT Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 0o 0 3 2011 Commercial ❑Yes No If yes, site plan review# OF BARNSTABLE QwN Current Use Proposed Use sic APPLICANT INFORMATION 01�C, `� ��� (BUILDER OR HOMEOWNER) Name _n-Ve lAo iNsrc Cy. p r o -f Telephone Number Sv� 1 71 Address '�Dn PeUc_\ccnANL�: \J4X License # 6S o7q-01:4 u`r4- W S. "/\ OaC-o 1 Home Improvement Contractor# Email Worker's Compensation # �- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE V A FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED } r - MAP/PARCEL NO. ; ADDRESS VILLAGE w. OWNER DATE OF INSPECTION: FOUNDATION & lllqh-71 t ,' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT = ASSOCIATION PLAN NO. 1 ' i z { Town of Barnstable Regulatory services Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usings.Builder I; ion Lewis ,as Owner of the subject property hereby authorize OHC,Inc dba The House Company to act on our behalf, in all matters relative to work authorized by this building permit application for: 111 Harvey Avenue,instable.MA 02630 (Address of Job) 1144 4 Si, turc of Owner Date JON ROBERT LEWIS Print Name L C..f� Pyo�v 6knr6 Sus C-C��p �1 &vttUJ c.-3 U A:- OCT 0 3 2017 TOWN OF BARNSTABLE A-limi,gg All lVuft lti r i f�- /.''-.t''^..L{..y 7jj�.�I�r.., /7 �•'; •'f�. '''`'✓' r"--i^7,,' f�`r:""_.' r; - j ;�/7/i!r•��J :�+' \.1 '�r-.�'.�V,�.r,,r;�, �i j.�..lf�,,t�r-�i�� � r,,�..r��°... ^l � 'a J f')."j`�.. �--•'E".t,,.,i .�;� •��.��� I e j tj Y 1 -- - JIM a , Town of Barnstable Building e' �Pos is Cap o That,t,.�s .,�s�ble=From#he:Str+eet A _.roYed.Plans'.M st etair�e on l::b 'nd his�artl;Mus� eKe t�m� . •..:tiARA'tF'C6iiLE, zs ,�' �fr, � .//� �'� �3� � �r <. A, "� � �� t, ,�. �' �' Permit r' ��` .e 'aficatC�of Occu and `R�e"'used; uch uldm sta I Not,;b Ocu ied until a:Fnal Ins' ctaon has been ma e y Permit No. B-17-3121 Applicant Name: OHC INC. DBA/THE HOUSE COMPANY Approvals Date issued: 09/25/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 03/25/2018 Foundation: Location: 111 HARVEY AVENUE,BARNSTABLE Map/Lot 319-102� Zoning District: RB Sheathing: Owner on Record: LEWIS,JON R&fLIZA O tont ae�o Name OHC INC.D.BA/THE HOUSE Framing: 1 0—r IN Address: P O BOX 1224 x COMPANY 2 BARNSTABLE,MA 02630 ontractor Ucense 00932 f � Chimney: .Description: Constrcut a new 18x20 outbuilding for storag �s Protect Cost: $50,000.00 Permit fee: Insulation: Project Review Req: Constrcut a new 18x20 outbuilding f or a $355.00 fee Paid: $355.00 final: ff Date: 9/25/2017 Plumbing/Gas Rough Plumbing: g . . .._: .... ��,. 7-7 77d Final Plumbing: Buildin Official g Rough Gas: This permit shall be deemed abandoned and invalid unless the work a' honed b is per co within s safte issuance. All work authorized by this permit shall conform to the approved appl%cat!on and the' ed constru currents#oI ch this permit has beengranted. Final Gas: All construction,alterations and changes of use of any building and structuresshaH incompliance wita loca ink b taws arrd codes. This permit shall be displayed in a location clearly visible from access oad�and shall be main ed o o publ c�inspectkon for the entire duration of the Electrical work until the completion of same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the uiltlmg and Fire Officials are pc red o ' it. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage final: 7.final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . . , .; Town of Barnstable Building _ iiii///• 5'�s . PO � 8 Permit ear'-.,, Wher.,e Lertificte'�ofOccu an is Required, ,ch B tld�ng stall Nod be Occupied until a Finat lnspect�on has been made. Permit No. B-17-3120 Applicant Name: OHC INC. DBA/THE HOUSE COMPANY Approvals Date Issued: 09/25/2017 Current Use: Structure Permit Type: Building-Demolition-Accessory Expiration Date: 03/25/2018 Foundation: Location: 111 HARVEY AVENUE,BARNSTABLE Map/Lot 319-102 Zoning District: RB Sheathing: Owner on Record: LEWIS,JON R&ELIZA O Lontra`ctor Name OHC INC. DBA/THE HOUSE Framing: 1 x COMPANY Address: P O BOX 1224 � g 2 BARNSTABLE,MA 02630 "Contractor.License 100932 Chimney: Description: Demo Shed -s# ProJsect Lost: $0.00 Insulation: Permit Fee: $50.00 Project Review Req: Demo Shed fee Pain: $50.00 final: Date:'V 9/25/2017 r � Plumbing/Gas z - Rough Plumbing: .... .... .. . . ......... ...... Building Official 2-1 final Plumbing: � :. Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after ssuance. forwhich this permit has beengranted. All work authorized by this permit shall conform to the approved applkaUon grid the approved construction documents� final Gas: All construction,alterations and changes of use of any building and st ctures shall b' e in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street�or road and shall be maintained open for pubHelp spect on for the entire duration of the work until the completion of the same. ` Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the 8uid�ng and F►re Officials are prow tled onthis permit. Minimum of Five Call Inspections Required for All Construction Work ti �' ,. 4 Rough: 1.Foundation or Footing �'�" r � - 2.Sheathing Inspection final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: WorVshall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department is Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �Llff\s� ��^ Map 3 Parcel \ d Application # Health Division USEP12017 Date Issued Conservation Division `kVO� Taw,'= - Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address \\\ "A.QyL-:: Village Owner Add Po PDox 1I,_11+ BaMi S,Au 4-7 h4(,, 0t&30 Telephone Svc 3 G n- • 8 Permit Request Cores rw c-' l� �1�w 01 O ur_F3L IL_bl tl) VI)Q -�io RA cl C- Square feet: 1 st floor: existing 0 propos 3� nd floor: existing 0 proposed U Total new 3(,o Zoning District Flood PI Groundwater Overlay f Project Valuation�5 Construc io ype L► WOO� Lot Size �icRC-S ran fathered: ❑Yes ❑ No If yes, attach supporting documentation. DwellingType: Single Family - yp g y 1�11 o amity ❑ Multi Family(# units) Age of Existing Structure Historic House: ❑Yes I% On Old King's Highway: OO Yes ❑ No Basement Type: ❑ Full C ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other �AorAc 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 A1_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) O�-L �r.►..cr bl�.r. Name 'r Telephone Number SU Address W-A--P License #_ Ls. 07--o3+ [d:rWIANL . 1JlA 6.Z(oa Home Improvement Contractor# Email Worker's Compensation # 3 7`I t(P ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 6#61/ w DATE � 77 /�7- FOR OFFICIAL USE ONLY l� .APPLICATION# ' DATE ISSUED Y MAP/PARCEL NO. ADDRESS VILLAGE `- OWNER r DATE OF INSPECTION: FOUNDATION FRAME = e r n INSULATION FIREPLACE - = ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable....... ... �„ 200 Main Street, Hyannis MA 02601 508-862-4038Y 1 , �. Application for Building PermitCo y J 4 Application No: B-16-3462 Date Recieved: 11/23/2016 Job Location: 111 HARVEY AVENUE,BARNSTABLE c Permit For: Building-Siding/Windows/Roof/Doors p M a , Contractor's Name: MICHAEL S ROCKWELL State Lic. No: CS-074034 Address: MARSTONS MILLS, MA 02648 Applicant Phone: (508)771-0303 (Home)Owner's Name: LEWIS,JON R& ELIZA O Phone: (508)771-0303 (Home)Owner's Address: P O BOX 1224, BARNSTABLE,MA 02630 Work Description: Reroof(existing asphalt)with Red Cedar; Reside with White Cedar; Replace selected corner boards,as shown on attached photos; Replace selected trim,as shown on attached photos; and all trim and corner boards to be painted white Total Value Of Work To Be Performed: $60,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or.the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Michael Rockwell c/o The House 11/23/2016 (508)771-0303 Company Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $60,000.00 Date Paid Amount Paid Check#or CC# 1 Pay Type Total Permit Fee: $306.00 11/23/2016 $306.00 X}XX-} }tY-X}XX- Credit Card 20.8.2 Total Permit Fee Paid: $306.00 TOWN OF BARNSTABLE I ld I tHE. BU 201200792 BARNSTABLE, * Issue Date: 02/17/12 Permit 9 MASS. 039. �� Applicant: THE HOUSE COMPANY Permit Number: B 20120334 ArFD�A Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/16/12 Location 111 HARVEY AVENUE Zoning District RB Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 319102 Permit Fee$ 408.00 Contractor THE HOUSE COMPANY Village BARNSTABLE App Fee$ 100.00 License Num 100932 Est Construction Cost$ 80,000 Remarks APPROVED PLANS M ST BE TAIN O AND CONSTRUCT NEW 480 SQ FT DETACHED GARAGE THIS CARD MU BE PT P_( O ED U L N STORAGE ONLY! NSPECTION H BE DE. HERE TIFICATE O OC P CY RED,SUCH Owner on Record: LEWIS,JON R&ELIZA O BUI NG SHALL O E IED UNTIL A FINAL Address: P O BOX 1224 INSPE ON HAS EN E. BARNSTABLE,MA 02630 Application Entered by: PR Building Permit Issued By: THIS PERMUU CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK -NY PART THEREOF,EITHER TEMPO RILY OR PE NE Y.'ENCROACHMENTS ON PUBLIC PROPERTY,NO. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY DIC ON., ET OR ALLEY G 'DES AS WEL S DEPTH AND.LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS P IT D 'RELE THE APPLICA FROM THE CO -ITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR CONSTRUC N WO 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT L BEFORE FI T FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED P IO 0 FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY T LAT 5. INSULATION. 6.FINAL INSPECTION BEFO OCCUPANCY. WHERE APPLICABLE,SEPARA PERMITS ARE REQU D F ELECTRICAL, UMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UN HE INSPECTOR H APP ED THE VARI US STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL VOID IF CON UCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS N D ABOVE. PERSONS CONTRACTING WITH U T UNREGISTERED RACTORS DO HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING IN TION APPROVA BIN SPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health %012-08-29 13:39 THE HOUSE COMPANY 5087710384>> P 1/1 Fax Transmission Date: 29 August.2012 To: Building Department Town of Barnstable 508 790 6230 From: The House Company Ll Renee Ross, Production Coordinator PO Box 1166, Barnstable, MA 02630 Phone: (508) 771-0303 Fax: (508) 771-0384 Pages: 1 Re: 1 11 Harvey Avenue, Barnstable Map 319; Parcel 102 Please void application for the construction of a new 480 s.f, garage and new 168 s.f. out building: submitted in February, 2012. This project was cancelled by the Property Owners, Jon and Eliza Lewis. If you have any questions, please contact our office. Thank you. 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L � a Map �� Parcel t 0 y Application # Health Division Date Issued �'1 2� Conservation Division ly Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address \ 1 1A Nyw t<Y Village Owner�,���T JnN PZ t U" 12 Address Fo Flo& l9, ov 0 Telephone 5og S(ov $5�1- Permit Request N v-_w �o s.F. Q k;s A c4c=:p S-t- j iEE� omU� ) Square feet: 1 st floor: existing proposed � 2nd floor: existing proposed Total new (Q`fig Zoning District Flood Plain 1-ko Groundwater Overlay Project Valuation � Construction Type 4WT VvoD Lot Size ' G Awl Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure IquS Historic House: ❑Yes t-21 No On Old King's Highway: W Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ��g �- •�. Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove;-`❑Yew❑ No Detached garage: ❑ existing Anew size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing (new size _ Other: 7P Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use +"Zcs���= w� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 0 N-c_ b A Tl\c �ad s Co+-tpNt--)"r Telephone Number Address Po PJUX Wo U License # 4;4o ►a S: -� VAN ov"S U Home Improvement Contractor# Worker's Compensation # q P,ug' '--t SA P3'1 -I• It ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO P.5o1ALNkc- L b- N SIGNATURE DATE 1 v i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP-/PARCEL NO.v:... r ADDRESS VILLAGE OWNER DATE OF INSPECTION: J k Z i�.=FOUNDATION'S - FRAME ., INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL - GAS ROUGH a .` =x FINAL `€ _DATE CLOSED OUT.- t ASSOCIATION PLAN NO. ' h } S Town of Barnstable Regulatory services Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property.Owner Must Complete and Sign This Section If Using A Builder We, Ion R&Ehia O.Lewis , as Owner of the subject property . hereby authorize OHC, Inc dba The House Company to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 1,Harvey Avenue Barnstable MA 02630 (Address of Job) Sign re of Owner Date Print Name —6 OZI Signature Owner Date /,S Print Name Town of Barnstable I"E Tp,• Regulatory Services Thomas F.Geiler,Director IMMSTAMASS. ' ` Building Division E1 NabA��� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us I Office: 508-862-4038 Fax: 508-790-6230 PERMIT# <;b I a)� 1 (P FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village •11 T�4t= t-toSS� C-o.MAQN� 59�-.11 . 030b Property owner's name Telephone number Size of Shed Map/Parcel Signature Date Hyannis Main Street Waterfront Historic District? M n Old King's Highway Historic District Commission jurisdiction? M If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) ��— Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ,. ,.mot' ,� �a 0 j THIS EORMMUST'BE ACCOMPANIED BY�A . _. PLO;T;,.PLAN Q-forms-shedreg REV:05201 I i Town of Barnstable Regulatory services Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . y We, Ion R&Eliga O.Lewis ,as Owner.of the subject property. hereby authorize OHC Inc dba The House Company to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 Harve Avenue Barnstable MA 02630 (Address of Job) Sign e of Owner Date - Print Name Signature Owner Date E//Z e6u efl A" Print Name 3Gg G6 /ZBoard gineering ept. (3rd floor) Map �•�a Parcel .' I n� Permit# -. House# 111 Date Issued of ealth(3rd floor)(8:15 -9:30/1:00- ) � Fee f ( C.1 • O-7) TIC SYSTEM FAUST EEJt-(0 � INSTALLED IN COM WITH.TITL "� 19--EMMONMENTAL TOWN OF BARNSTAit IEIuLa h Building Permit Application _ 46 S Prol Pre6tdress ill Harvey Avenue - ; - Village Barnstable Owner Heidi ,and Scott Shepherd Address 122 Beechwood Road ,Telephone . 908-277-1967 Summ; i , PdT+ n7A01 Permit Request Alter e:,terior windows , add interior 112artition to accomodate redesi ned laundry/utility d auest and master bath rooms o i 10 241 to46ust, t First Floor 224 square feet Second Floor ; square feet Construction Type wood frame Estimated Project Cost $ 3 .Zoning District RB Flood Plain Water Protection Lot Size 39, 204 s cr f t Grandfathered ❑Yes ❑No Dwelling Type: Single Family [2 Two Family ❑ Multi-Family(#units) Age of Existing Structure 50 years Historic House ❑Yes W No On Old King's Highway 0 Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 2 New 1 Half: Existing New No. of Bedrooms: Existing New 0 Total Room Count(not including baths): Existing 7 New 0 First Floor Room Count 4 Heat Type and Fuel: El Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) 9 ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name 0.H.C Inc dba The House Company Telephone Number 508-771-0303 Address po BOX 1166 License# CS O42406 Barnstable MA 02630 Home Improvement Contractor# 1 n n a 3 Worker's Compensation#.:Z to 17 9 7 3 01`0 0 } NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Bourne Landfill SIGNATUR DATE—,/y/9 q BUILDING 6E DE IED FOR THE FOLLOWING REASON(S) S 4 FOR OFFICIAL USE ONLY PERMIT NO. , DATE ISSUED MAP/.PARCEL NO. I - ADDRESS V ILLAGE: OWNER Y f f DATE OF INSPECTION: - FOUNDATION t FRAME YX } e 3 INSULATION %v FIREPLACE • AA r ELECTRICAL:., �•�•ROUGH—.• FINAL ' PLUMBING- R23 GH', FINAL.' GAS: FINAL FINAL:BUILDIljG DATE CLOSED OUT A 1 " i i , ASSOCIATION PLAN NO. • f i The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 5O9-790.6=7 Building Commission! Fax: 509-790-230 For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT'CONTRAGTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c 142A requires that the "reconstruction, alterations, renovation, repair, raoderni=tion. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: ' remodel ' Est.cost� jn nnn • Address of Work: ill Ha r rpy AtrPn"P Ra rn Gt ah 1 P Owner's Name Heidi and d Date of Permit Application; 3/4/9 9 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000- Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS .PULLING • HM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply or a.perm as the agent of the owner. 3-4-99 JeffreyGoldstein 100932 Date Contractor Name Registration No. OR Date Owners Name The Town of Barnstable _ • ,saNsr�st�, • - ��' Department of Health Safety-and Environmental Services i�1659. % Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW 1, -3 Owner: 1 MapMarcel: 2— Project Address:_ awl a kt—Builder: k6j_�P- The following items were noted on reviewing: �_ >I dL" � PrCLO C � T yL t Please call 508 8624038 for re-inspection. Inspected by: `�� Date: �^ / l #uilding:formsmiew w 1, `' lb 22.- f� Assessor s map and lot number ...�... 9 / .f 1.....-......°�?�. o%T Erc Sewage Permit numbew -fr ."�fl -��' SEPTIC ~°► Q� SYSTEM MUS // ( INSTALLED. IN COMP'LI G CMb ADZE. • ` ' 'House number- ......:. :. - , g` a TOWN OF BARNSTXB9. TIOo S BUILDING=,�, INSPECTOR APPLICATION FOR PERMIT TO ^' " t-....4'.X l.f y....�C�.l ..:.........................f . .. :.... ............................. TYPE OF CONSTRUCTION ............Gv® d c� fipi?�L.'................................................................................ . .................... :�..............19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... A c....... ct!►y[) 9'��G...... L ............ ................................................. ProposedUse ..... ................................................................. .......... ........................................... Zoning. District Fire District 6,1w. Ul..... ` ........ ........................../................................... ...... ... ............................................. Name of Owner . .T..�(. z:....0L?GIA'r .............:......Address ...... ............... ............... Name of Builder .� �? �/1��cac r/ ,ocij�i l .Address ..dam .G.�!. i✓�/v ........�.... ::............ Nameof,Architect .......:..................................................:.......Address ........... ........................................................................ X Number of Rooms ..................................................................Foundation ..,FVgV.ls^',t. 0 :1................. Exterior ... .....:lJ.f..d�f�! (.�.t................................Roofing ..... 1 f �............. Floors IA.-46 �' ..................................Interior x Heating ........... .................................................Plumbing ......./Y.....`.:..,........................................................... Fireplace ................ ..............................................................Approximate. Cost .....:5.�...................................................... Definitive Plan Approved by Planning Board -------------------_------------19________. Area .......................................... Diagram of tot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... .,....4��'� �,l�!...�C Construction Supervisor's License QvS�3J ., ............. . ................ &MLDEN, F WU� No 27124 Permit for .... DDITION - y ......... ✓ .....Single••Family•Dwelling......................... Location ...111„Harvey.Awl?41e........... ........... Y Barns ............................:.......... , Frank Wheld ' Owner ............... .......�..................... ......... -'Type of Construction ........FraM.....................•. Plot ............................ Lot ................................ `! - - � r♦f••.: � • • + • • it Oetobe'r ........ .. 84 Permit Granted 22! 19 �i.—Date of Inspection�/� c J.... ...........: 19 Date` Completed � a" . '19 _ y+ r ' •ram � r( '. � T ti i ..................................... ... . .... .... . ... t �s _ ... ... ... .................. .......................... ._ ...... ..... ... o N ... V. (1� N _ ..... f s V ... 4o` PROOM 204.1 Ees Inc.Gmlm.Mm 01471. _ Assessor's map and lot number °Z 8EPT IC SYSTEM MUST BE INSTALLED IN COMPLIANCE G,' WITH ARTICLE II STATE Sewage Permit number ..........v.......... ................................. SANITARY CODE AND T ypF TM E r�� TOWN lr OF B En NSTABU S • 1639. i BASB9TODLB, i ` BUILDING INSPECTOR 'E'0 tlPY a' APPLICATION.FOR PERMIT TO � .I.......�.........�1( G�. �Y1. .. � � ��i.h.. .. . .U ........ . . . ......... .. .... .. TYPE OF CONSTRUCTION mle............................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following info mation: Location .......... . ... ........ ..: .J.. .:.. ?. . .......1.���M.n!1.e�'CC.... ...... �x!u� :...v..l....�`?� � ! � Proposed Use .............. .;./rT?. IcO...c7.f ' . .............................................. .............. L ..................................... _Zoning District ........... .... . lo..........................................Fire District .� ►1 .. .te.. ............................ Name of Owner . ...m. vi. ... Address _nn ,, 6-K.?1KAY1Name of Builder ... �... CJ�..4!.....�..... .......Address 2.... !�P.YS.`t?Y1,5..,�.�t.rl�...... ... . t111.fMfd.r�c,.es �. U Name of Architect ..............................Address Number of Rooms .....� �!11Li.... C... . b.�.t. Foundation `— Ca. r..c. .......C'.sa.h.e.r. . .e....."-........ !. �� J Exterior ......! /.. .c.... .5 .f.f1... .� '.S'.................................Roofing ...... . Floors ....................Interior ......S. .l k Heating ��.CC'.c. .�...............................................Plumbing ............../. ........................................ Fireplace ........ ....... :::.......................................Approximate Cost ...... ...........................�:............ ..... Definitive Plan Approved by Planning Board -------------------_-----------19________. Area .......... ®.................... Diagram of Lot and Building .with Dimensions / . Fee i............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH f °,�✓ 5 5 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...0 .... .. .. .... Ot.................... � � =helne^ * Frank � - 1A�m� add No '��!��—.. Permit for -----��l����..— dwelling ---...................-------.---------..Harvey Avenue . \ � \ Location .L--..............—.............--.----- BsrnumtabLe._________. � Frank %eldena Owner ---------------'~-----' ` frame , Type of Construction -------------- --------------------------. Plot ............................ Lot ................................ / ' ' . . | Z2 Permit Granted ----...g.........-----]9 ^~�� ^ / . [ / Dote of Inspection ---'--. lPDate ^ | 19 � Completed �� � \ ) � - T � PERMIT REFUSED � -----_—~—.----------- lQ � | . . .] ..-------.,-----------------. . . � ^-------.-----.-----------^-- —..---.---.-----------.----.—.. � k ' � ---------,--------.--.—.'---. � � Approved ................................................. 19 ' ' ^ -------.----------.--------. � ' - ---------------'-----^^~--^'`' ' � I I= .� RED CEDAR 6HINGLE RODE RED CEDAA SHINGLE RODE CEDAR GIPPEDwaLL ® - ® �`_Le CORNER SWRDS m m m a t 0 1d TRIM WHITE CEDAR 6KINGlE 61MNa I O OU U � 6 p, EAST ELEVATION ��� _ o O W0 o �D O "O o � � � o h 00 x r A 0.9.Tq AQ / 00 O cK La 0 h \ a.KINGSTUDS ROOF O zu sTU 27 ^. RED DARCEDAR EATHESHINGLES O iR'DOF" -0 2 {I A �` CEDAR BREATHER R 30k ROOF PAPER \ T-0"_ 0 R SHEATHING DUO RAFTERS 76"O.C. - '6- GARAGE1KING STUDSLAB,WALLS AND x6V-GROOVE,STAINED anos es PER GE -- Ix8 FIR NOR. _ GARAGE SLAB ® I /�_IxT Q 4-CONCRETE SLAB ONI I OFFICE IZJ EZTI 6x6 WIRE MESH I l4 Qi eTRIM STORAGE No-B POLY VAPOR BARRIER va sueslu " J I CUT CONTROL JOINTS I a; TIGHT TD PITSWALLS U LINE M6l0PED / W.C.SHINGLES A �. CEItwG AGOYE N I - SLOIE SLAB TYVEK HOUSEWRAP 0 'u agsre— zm wALL _ S Iv1.s Irz KING STUDS 12'SHEATHING T I �j SOUTH ELEVATION — — — _ —2� a =M.1 +R 6PF7—.L 6n0.9 __ 7z4"x925 B"STUDS i6 O.C. b aI v1.IITIBLK HGR. 1x5EDGE&CENTER BEAD, § c3 — — — 1§ STAINED NORTH ELEVATION `S, -LT pq -ALL --_ r EgAq 5 FLOOR PLAN OF REVISIONS MARK A• 8/4/11 MCKENZIE �t``11 _8/11/11_ 01 —9(21/11 —10/18/11— Q 11/3/11 /Z-- 1119/1.1_ F`9A510NAIfC� 2/8/12 FRPI - _SCALE:1I1"=/'4^ a 1 2 4 S o-WEST ELEVATION -- UNLESS OTHERWISE NOTED A8 1r ,. f^ 2a'a r 5 ra�I! -B'-T >h _rl>trz' 5 E'INSET EXPOSED 216 i< HIP RAFTER TVP. L7 •r DROP TOP —-- �• I � OF WALL C I I SET EXPO ED 2WI I • OFFICE SLAB - • I I S.10'x6" 4'CONCRETE S CONC.WALL I I Gp1pm I H P RAFTER TVP (2)Zz72 MIP 7VP. LAB ON 10x16 KEYED FTNG. I mcaun» (2)2x72 MIP TYP. 6.6 WIRE MESH I/ZW TITEN NO BOLTS 24'O.C. I I I I c.c POLY VAPOR W.I.W. BARRIER HERS CUT CONTROL JOINTS OFFICE I I 7.-0" I SILL SEAL.W P.T.MUDSILL I I GARAGE 1 314 x 14' LVL RIDGE 4 LVL RIDGE FOUNDATti l I R mlll III I I I I I T 10'x8'CO C'WALL 4'ON CONCRETE SLAB I noc"' 'oaoP TOP 1,7W TITEN ON IOX16HD BOLTS 24'O.C. I I ASHERSCUT VAPOR NITS I 2x70 RAFTERI316'O.II.TVP. cc wAu tr=SIL`LL SEAL,W P.T.MUDSILL p4l �— • I I 2x70 RTERS 16'O.C.TYi. Fs 2 T T 215 EXPOSED RAFTERS 16"O.C.TVP. u 6'-13/4" 3'-B 72° S'-13/4' 2 I DRIP TOF OF —AN DROP PIPE WALL 1P ®WALL DROP O I O - J '— 2c6 EXPOSED RAFTERS 76'O.C.ITYpi.— ^ _ VVV U•3'-612"� 16'-T —�1� 3'A 7?•� � . O O o ^ v FOUNDATION PLAN ROOF FRAMING w 612D NNI.S.W. O RAFTER TAIL NECTION O a' O w 5/B'COxR SNEATH TWI EXTENDS OVER O O BEA000ARD ° �h+O RAFTER LLL��W---iii r 1.FJ EBC BEAD P5900 VENT " \ O O 1 4FRIUE � F {i W 2x41P FOR BEAD D . ROOF \ -v RED CEDAR SHINGLES +,v FAcsu� / cRoovE CEDAR BREATHER 30#ROOF PAPER N zscuP 5/8"SHEATHING 4/12 NAILING 2x8 TIE +a ROOF DETAILS AS 4'-0" \ -Ts nP. 1iO \\•�`RT'�'' PER GARAGE 2X6 RAFTER TIE iX6VGROOVE,PAINTED 2x10 RAFTER eFAoeoARD I� 3'-O" —a.va BaTS TVP. 29fIR EXPOSPTTA RAFTER iAll ' 2x8 COLLAR TIE � 2x8 COLLAR TIE 1 EAVES DETAIL SEE DETAIL EXPOSED SCALE:3/4"=1' FIR 2X6 TAIL SEE DETAIL \\ WALL DETAILS AS .- - of t�OF qqs r �� SHNGLES I PER GARAGE 9W.0. �� y TYVEK H ����A.OUSEWRAP G� 12"SHEATHING '9 O 2"x4"x925/8"STUDS161, �CKE �IE O.C. I O 1X PAINTED C BEAD, FOUNDATION AS vERnuL PER GARAGE BFA�oARo G BULLN0.5ED sS�ONA 'EN SEE DETAIL / PINE B 1'/ AIM— REVISIONS _ LI-I -_I n I-I 1= ITI-I I I-� ITIi PINEY =1�-ILh Ill=�- 8/4111 III-I r l GROOVE -I�1-1�- L-�(1-) I I-III-� L-� Jl�-111= i t: ° ,-lll- - iiLI =� 1=1 I-I -TI-III_ lm,i(- �-f_ _8/11/11 i-='ffic -III-III- I I-III=11 -III-III- P.*.RILL :1ZI=111= LI I=L=1 TT )� ���_I� FOUNDATION _I I=I = i=))�=JSLAB III-I I I I-I,F L I-P '-=r I-I I tt� T 10"z8"CONC.WALL —2�'-On T T =III-I I I� coNORETE = I-�II-I j rLL�I �f� f -10/18/11— �__�(=o T=�=Q ON 10x16 KEYED FTNG. -ll1-1-' =� WAu �Lt-� =1!-Lf I-III-I_I -III-LI _ III-I _1-III- It2 "TITENHD BOLTS 24"O.C. _ �__� 1=J1- p ° 11/3/11 _ =II_ -1�T=71T� w/3x3x1/4WASHERS -m�_- I�-�- III ° ° °-III- I�I� ,,, -Jr _11/9/11_ l�T-I I SILL SEAL,2x6 P.T.MUDSILL -�-L -I I-� I III- III-r ° r_ -I �- - -il1=ll �Ij �Ij�i II dill RIIail r= l�llln -T=rlIIll 2/6/12 I�'R =LIII�in,w GARAGE SECTION LIIIT ITI'��Il DETAIL 2 OFFICE SECTION SCALE:12"-1-0" _SCALE:1/4"•7'O" 0 1 2 A 9 A9 UNLESS OTHERWISE NOTED t, 7 1�-1 O M--1 H GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: Q WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: I.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITI I THE MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY 1.ATTACii EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE 32 L„ DWELLINGS,EIGFITIi EDITION(780 CMR),AND ALL AMENDMENTS, WHICH ROOF WIT[ (1)TSP CONNECTOR AT 24"O.C. PROVIDE(9)-IOd x I} NAILS 8d COMMONN OR GALVANIZED BOX NAILS @ 6"O.C.EDGES AND D-(EDGES BLOCKED) FOUNDATION HOLDDOWNS: IS BASED ON TIIE 2009 INTERNATIONAL RESIDENTIAL CODE. TO TI IE STUD AND(6)-IOd NAILS TO TIIE DOUBLE TOP PLATE. r CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING. NOTE:NOT 12"O.C.FIELD. • 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE REQUIRED WHEN USING 1-12A CONNECTOR PER NOTE'2',"ROOF FRAMING HDU2-SDS2.5 W/SSTB16�"DIAMETER ANCHOR BOLT. W WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD CONNECTIONS". 32'PLYWOOD-(EDGES BLOCKED) O POSITION SSTB 16 W/ANCHORMATE TO FORMWORK PRIOR TO Frl FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY 2 8d COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND CONCRETE POUR FOR CORRECT PLACEMENT. DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS 2.EXTERIOR WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO 12"O.C.FIELD. MTI AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR THE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 H•61 DESIGN OF THIS STRUCTURE IS 110 MILES PER FIOUR WITH EXPOSURE COIL STRAP W/ (14)10d NAILS(7 NAILS AT EACH END OF STRAP)WITH A CATEGORY'C'. STRAP CUT LENGTH OF 18"+THE CLEAR SPAN ACROSS RIM BOARD. 5 �•,/ T� STRAPS TO BE SPACED AT 32"O.C.(EVERY OTIIER STUD).STRAP IS NOT 1-1 DU5-SDS2.5 W/SSTB24 R'DIAMETER ANCHOR BOLT. 3.TFIE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. CS 16 COIL STRAPS O POSITION SSTB24 W/ANCHORMATE TO FORMWORK PRIOR TO ti BUILDING OFFICIAL FOR TIIE STRUCTURAL FRAMING INSPECTION(S). IF TO BE APPLIED OVER PLYWOOD SHEATHING. CONCRETE-POUR FOR CORRECT PLACEMENT. W THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD,TIIE CONTRACTOR SHALL 3.ATTACH FIRST FLOOR STUD AND WALL PLATE TO FOUNDATION SILL OPTIONAL ANCHOR:USE 8"THREADED ROD DRILLED AND CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN PLATE WITI-1(1)SSP CONNECTOR PER 16"O.C. NOTE:FOR PLYWOOD SIIEARWALL TYPES 1,AND 2 LISTED ABOVE, GROUTED 10"DEEP INTO CONCRETE WALL WITH SIMPSON THE INSPECTION(S)IS TO BE PERFORMED. THE CONTRACTOR SHALL 8d COMMON OR GALVANIZED BOX NAILS =(0.131 x 2;"). GUN SET EPDXY OR EQUAL T 1 Fly INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SI'[ALL NAILS MATCI[ING THE NAIL DIAMETER AND LENGTH MAY BE USED .`•/ VISIBLE FOR INSPECTION. IF DURING TIIE INSPECTION,ANY PORTION OF PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE AS A SUBSTITUTE, THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PrQQ VpFj41fQNS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE NO. REVISIONASSUE DATE GIVEN UNTIL THIS CONDITION IS CORRECTED ATTHE CONTRACTOR'S EXPENSE. L=1'-0"TO 4'-0" (1)LSTA 9 (1)SP4* 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE L=.4'-1"TO C-O" (2)LSTA 9 (2)SP4* CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4* ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPI 16* PROJECT ADDRESS: CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH L=10'-1"TO 16'-0" (2)ST2122 (2)SPI'16* MANUFACTURER'S SPECIFICATIONS. 111 l-IARVEY AVE 'ALTERNATE:TI-IE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE SOLE PLATE CONNECTION SCHEDULE: - BARNSTABLE,MA 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOISTOR EQUAL PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. THE JACK STUD TO IIEADER. ATTACH CONNECTOR WITH HALF OF THE CONNECTION TO FLOOR RIM BOARD REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD RIMBOARD.ALTERNATE CANNOT BE USED WHEN SOLE PLATE IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. A (3)-I6d COMMON NAILS PER I2". NOTE: 2 (4)-16d COMMON NAILS PER 12". A.HEADERS FOR DOORS AND WINDOWS TO HAVE(l)I-IR CONNECTOR AT ROOF FRAMING CONNECTIONS: ll1E TOP AND BOTTOM OF ALL CRIPPLE STUDS. B. HEADERS 4'-1"AND LONGER REQUIRE(2)JACK STUDS AT EACI I END L ATTACH TIIE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF OF THE IIEADER. THE EXTERIOR WALL WITH(1)1-12.5A CONNECTOR. CONNECTOR TO BE CONNECTION TO CONCRETE FOUNDATION APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. C.PROVIDE(1)SSP FROM EACI I KING STUD TO DOUBLE TOP PLATE OF ALTERNATE:USE(1)112A FROM EVERY RAFTER TO WALL STUD BELOW, THE WALL,WIT]-1(3)10d NAILS TO DOUBLE TOP PLATE AND(4)-10d NAILS TSP CONNECTOR PER NOTE'P,"WALL FRAMING UPLIFT CONNECTIONS", TO KING STUD. PROVIDE(1)SSP FROM EACH KING STUD TO THE SILL SILL PLATE CONNECTION TO CONCRETE IS NOT REQUIRED WHEN USING([)1-12A AT EVERY RAFTER. PLATE AT TIIE FOUNDATION. c"DIA.ANCI[Oft BOLTS AT 32"O.C. , 2.13LOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF TIIE D.KING STUD TO SILL PLATE CONNECTION SPECIFIED IN NOTED'ABOVE - EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE R'DIAMETER A307 BLOCKING AT 6"O.C. PROVIDE'V'NOTCFI IN BLOCKING TO PROVIDE TIIEOPENING. STEEL ANCI-IOR BOLTS WITH 3"x 3"x 4"PLATE WASHERS WITFI 7" LEGEND: ENGINEERING ADEQUATE VENTILATION AS REQUIRED. BLOCKINGTOBEATTACHED MINIMUM EMBEDNIEN'f INTO CONCRETE. CON:ULTAN S ................................................... DIRECTLY I'D DOUBLE TOP PLATE OFT[IE WALL W/(I)RBC CONNECTOR NOTE: OPTION:USE_"X 8"TITFN i-1D ANCHORS WITH 3"X3"X 1"PLATE WASHERS AT24"O/CAS A SUBSTITUTE FOR WETSETANCHOR BOLTS SFIEARWALLTYPE 1279 MILLSTONEROAD �1 BREWSTER,MA 02631 P(774)353-214 Or\I SIIEARWLL GRIULINE f(774)353-2142 SHEARWALL CONSTRUCTION: O �y 4S I.ALL SIiGA RN'ALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X SHEARWALL HOLDDOWN TYPE `W t44 yw STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) MARK A. yG ® SHEARWALL 1-IOLDUOWN t/ N 2.FACE NAIL DOUBLE TOP PLATES W/I6d NAILS AT 16"O.C. USE(14)-16d MCK NZI NAILS AT EACH SIDE OF MINIMUM 4 FOOT LAP SPLICES IN TOP PLATES. SHEARWALL 3.NAILING FOR PERFORATED SIIEARWALLS TO BE CONTINUED ABOVE O AND BELOW ALL OPENINGS IN SI'IEARWALL. PERFORATE E LL. CONTINUE PLYWOOD ABOVE �• AND BELOW OPENING \VI'I'li NAILING ACCORDING TO 4.ATTACK DOUBLE 2X SPUDS AND BUILT-UP CORNER STUDS AT SPECIFIED SHEARWALL TYPE. G'rF.�GI STSF'� SHEARWALL ENDS WITH(2)I6d NAILS AT 6"O.C.FOR SECOND FLOOR � sS SIIEARWALLS AND(2)I6d NAILS AT 4"O.C.STAGGERED FOR FIRST XK,XJ #OF KING AND JACK STUDS REQUIRED AT WALL OPENING O UAL FLOOR SIIEARWALLS. Y 5.REFER TO HOLDDOWN SCIIEDULE FOR TIE DOWNS AT SHEARWALL ENDS. 106#: 12-011 SHEET: DATE: 1/24/12 C 1 SCALE: NONE Y MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS- SSTB16 5/8 12 t" 50" 2x4 WALL 2x6 WALL (PER DETAIL. le SST820 5/8 16 58" \ 6"O.C. 4"O.C. 6x6 OF OR SYP POST 6"O.C. 4"O.C. wF SS'FB24 5/8 20�" 66" SST1328 7/8 -24 Z" 74" O SSTB34 7/8 28 z" 82" 7_11- ++ + + + ++ �( SBIx30 I 24" 96" — + + + I _ J.+ + SSP 1-IDU I'IOLDOWN 'NOTE:#4 REBAR TO BE CENTERED ON I1OLDOWN AND MOLD DOWN (@ 6"O.CJ D HOLD DOWN I LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL + (PER PLAN) ++ + + + + PER SIMPSON MANUFACTURER'S SPECIFICATIONS. + (PER PLAN) + + ++ + + + + PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW * SSTB 1101-DOWN ANC W _ a #4 REBAR HOR NOTES: I NOTES: 3"TO 5" #4 REBAR a a (PLACE SSTB ARROW - ' ON TOP OF ANCHOR 1.A17ACII STUDS AT BUILT-UP CORNER TOGETIER WIT]I(2)ROWS 1.ATTACII STUDS AT BUILT-UP CORNER TOGETI-IER WITFI(2)ROWS SILL PLATE- 4 F DIAGONAL IN CORNEK ANCIIOR BOLT - t� OF 16d(0.162"x 3.5")NAILS AT 6"Q.C.FOK 2ND STORY SHEARWALLS. OF 16d(0.162"x 7 5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. (PER GSN) I a a y APPLICATION) �J a - 2.ATTACII STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACI I STUDS AT BUILT-UP CORNER TOGETHER WITI1(2)ROWS SSTB 1-IOLDOWN ANCHOR EDGE DISTANCE OF 16d(0,162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST STORY - L75"FOR 2X4 WALL SHEARWALLS. SHEARWALLS. MIN.REBAR 2.75"FOR 2X6 WALL 2A HOLD DOWN @ PLAN v�Ew 5"MIN' 1 BUILT-UP CORNER @ xD EXTERIOR BUILDING CORNER WF END OF SHEARWALL H KOOF SIi EATFIING ROOF SIIEATI'IING O 4DIMENSION�S / DGE NAILING ROOF RAFTERS 2X BLOCK.I G BETWEEN / PER PLAN a 1 RAFTERS( 0TCII FOR VENTILATI N IF REQUIRED. REFER TO ARCHITECTURAL EDGE NAILING PLANS FO MORE INFO.) NO. REVISION/ISSUE DATE J uJI.. `DOUBLE 2X TOP PLATE PROJECT ADDRESS: ROOF RAN. /REFER TRAL11 FIARVPLANS FOENSIONS BARNSTABLE,MA AND EAVH2.5A(INS ALL PRIOR TOBLOCKIN AND PLYWOOD DOLATh SIIEATHIN )ALTERNATE: �2X STUD F12A BEAM TSP(INSTALL PRIOR TO - a (IF SHOWN ON PL N) RBC(INSTALL OR ON PLYWOOD SI-IEATI]ING) WALL S STSTALL PRIOR TO TOP OF DOUBLE 2X TOP NOTE:NOT REQUIRED IF -112A IS USED AT EVERY - 3 PLATES,PROVIDE 90° TRUSS. RAFTER TO TOP PLATE BEND TO BLOCKING)BTRUSS. RF OPTION#1 HEADER SIZE ® © (9) T 0 G o)SSI L=1'- "T04'-0" (1)LS'1-A9 N/R N'/It (1)IIR'1'OP/HO'll'OM PER KING V OF.EACH CRIPPLE STUD �? C C L 4'-1"TOG-0" (2)LSTA9 0)Ssl' on..roR w:nDlaiS loc4u;D s...- PERKING (I)A23 (2)A23 I)RI CI'1 Y I I'10\V DOUBLE IOP A {/(•' 3 :`- 11A D S cninr IIr.ADI.Ii ro M'K L N Z 1 L SEf NOTf.'J' (I)$$r I-$$P PFit EACH TOr ite' I LS 114)9)NAI I16 `I 1� ()I L—()-I"T04'_Q" (2)L$'I'Al2 PERKING KINGSTUD ll)A23 1, CNG�I�,EEF.N'... ' (z)A23 rl li l(.\VI f11141 ND NAlIS ENGINEERING L f` _ - LACII f::`IUOF S'I'HAY.RI.:IU r ' 1: G (SF.F'NGTF:u� S'I'1241.O1'I:R 1(51'YI.A'll:� C PER PERKING L=8'-I"TO 10'-0" (2)LSrA 1i reR KING lgAz3 (2)nz3 AS Raoouu;D. "J` .................................................. .A I.TERN.ATE:ATl'ACII I:ACII HEADER(PER rldu) (I)S$r RAFT1iR TO M"D,,,W IT11 T. L=10'-I"T016'-0" B)srzlzz rERKINa (gA23 (z)n23 111H.. 1279MILLSTONEROAD BREN'STER,MA 02631 - p(774)353-2144 A A OPTION#2 P(774)353-2142 �IJ HEADER SIZE �A © © 0 SE OF © K /�yc'eW-I( AYINDOWIDOOROPENNG `� r )•CSI6 (1)SSP HR'rorneo'rroM •� ) L=1'4'TO 4'-0" wu5J80 p1 J 'Cl END PER KING NiR NM OF EACH CRIPPLE STUD MARK A. (2).CS16 (1 ssv N L=4'-1"TO 6'-0" WI'TO ) I)A23. (2)A23 vOTr:InRjj 4mW SLOCAriio M 1iAO 1:,D I'I?R KING ( I TIE''I.Y11I:1.0\V DOUHI.E TOYS AAC �'� �\ KING l_SSpPIiREACIi I'oP PL STRA PII FA I)l4_111 WI-CS Ifi SI:I:NO'1'f'J' (I)$$I' KING$TI;D TOP PI.ATfS\VITA III CS Ifi L=6'-1"TO 8'-0" w/14)%D PERKING (SEE NO'I'E'4') (1)A23 (2)A23 1'1iR 16"WI'1'11141RUNAR.% ' F.ACIIEND I:ACD ENDovs'RAI BEND 4J (2)-CSI" (I)SSP - S'1'RAI.OVLIi'I'OPPLA'INS L=R'-I"TO 10'-0" WIMM gnzl (2)A23 ASREQUIRED. 1'ER KING 1:4Cil E.ND AI.TI:IiNAI'R:ATTACH I:ACII (1)$SI° R.AFI'Elt'IV IIIbADER AVI'I'll G V. B B L=10'-I"TO IG-0" (2)SI'2122 rfaKI'C IgAD (2)A23 11J11x. STD SS�ONAL NOTES: D O 1.HEADERS 4•-1"AND LARGER REQUIRE(2)JACK SfUDSATE\CII ENDOF THE HEADER. :,NAIL CONCRETE FOUNDATION WAIL J.NAIL FULL HEIGHT JACK STUDS TO KING S'RJDS\\'ITII(2)46DNAII.SrER 6"O.C.(1:\CK STUDTO SOI,f PLATE STRAP NOT REQUI RED) 4.C'LIP NOT Rf;QU1RED q'HERE SIIE:Vt\\'ALI.IIOLD00\\'N IS AD1AC'f;, TOOPENING. JOB#:12-011 Sill, 5.DETAIL FOR\\'INDOWAND DOOR FRAMING ONLY.01HER STRAPS AND TIES NOT SI IOwN FOR CLARITY. � DATE: I/24/I2 S i � FRAMING @ WINDOW AND DOOR OPENINGS SC 2ALE: NO LOT ARE C 33,425t S.F. PAW I j FNC� P0 RC,y 414 M.5r. DWELL. FF= 19.6, D PATIO 8 -ICP 48• / BUILDING DEPT. I o �� / OCT 0 a 2017 / Q� V 7g PA I DRIVE. ^/ po TOWN OF BARNSTABLE 79 t AN, / \� Oj j; SITE PLAN / SHOWING EXISTING CONDITIONS to.30. 20 cEDARs / /0/3/'1�! AT / } 111 HARVEY AVENUE / SAIINSTASL.E PREPARED FOR JON LEWIS off 508-362-4541 I fox 508-362-9880 NOVEMBER 18. 2010 downcope.com Scale:1"= 20' civil engineers land surveyors o 10 20 30 40 50 FEET 939 Main Street ( R to 5A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L.S. 10-255 A �� f 1 r r �� r P ®a®' il 01111 ®®®. w®®®®®®®®®wa. ®a®s®dao ®®®aas m®®'®a • • ®o'm®®®��®om®®_v_o_®w�'�®�__ ` • ®.emow®®®eiw®®e�m®¢�®w®®•.® rm ®®®®®w®®®w®®®m®o®�®®wam®a n • , I- w t •• III@ ail! 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RAFTER TAIL r Mxlb STEEL CONNECTION 5I6'COX ROOF SHEATH EXTENDS OVER BEADBOARD 4x7O RAFTER CPS _ 1x6 FJ E&C BEAD o M O o ° N C-4 0 U 4x4x1l4'STEEL _ (1 — 4x4x1/4"STEEL PS400 VENT c QQ� �, (n CID US FRIEZE D .- D DROP 2X6 314"FOR BEADBOARD ,,n 0 O — �,,,j N r ° c3 t► ix8 FACSIA� OH2.5 CLIP - ' ` > p � I i n C D_ 1 -10 „_1 -10 1/4 ° 1 10 1/4 1 10 '� ,,� W6x,6 M 'Lo 0 4'-33/4 ° - ° b - , - - , - 4'-3 3/4' - ° - - US o v p V 2x6FIR 0 °22 N ° p , ' ° ' ° D " EXPOSED RAFTER TAIL 0 17 EAYES DETAIL � �1 EA5T & YNIEST 1NALL FRAME U WALL TYP. cOn lU 2xb SPF STUDS 16" O.G. v o 1/2" SHEATHING NAILED 4/6 z w ALL PLATES&STUDS acb " , 11 ul z V*x;6STEEL HOU5EY4RAP u b q/1b"HOLES Q Lu Lu /PLATjW _ YNIHITE CEDAR SIDEYVALL _ J 2'-10" (n 2''10" 4x4xvT STEEL lU STEEL O C 5/4"STEEL BOTTOM PLATES(4) n ~ _ � T d) r q/1 b"HOLES z FEEL BOTT LATE TYPiA =�} °° t 3/8"STEEL TOP PLATES(4) ,20' ° 4x4xl/4 STEEL P05TS Lul fNELDED PLATES TOP& BOTTOM(4) q/20/ 01 .Y S.S!- /20/2017 CA q/25/2017 NORTH Y4ALL FRAME - 5TEEL P05T5 �� ALKD- N O 0 c j 0 00 Q ^ U 0 ! i 3:: :E c N C i 2 M { 0 i I I I ( I !I I I O O E ! ! 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I I � I� � ► I � I I ► � } � I ] l.0 w� } f ku I _ lu i E u u2x6 EXPOSED RAFTERS 16"O.C.TYP. ul z m ROOF FRAMING /2 /20 7 ol � c ^ `t E N 0 U O _ C� �¢ ^ 0 ,(:L4 06 W c m O 4) =o@) Y r � � � o L c 1 - 5UB PANEL & WIRING w M to O 4 - EXTERIOR SCONCE WIRING q ✓ O 2 - EXTERIOR OUTLET YNi RE CEILING FOR o 8 - INTERIOR OUTLETS FUTURE LIGHTING (1) ONE VgIRED TO 2 SWITCHES u - ~- b SWITCHES / . ` Y�tIRE CONDUIT 1N CRAWL (2) WIRED TO ONE WALL PLUG / , SPACE FOR (2) WIRED TO EXTERIOR LIGHTS INTERNET, GABLE AND (2) WIRED TO FUTURE CEILING LI&HT5 // \ PHONE / Wo / } ui Q� SUB-PANEL _ m - -- to z f RUN FROM MAIN HOUSE BREAKER 9/20/ 01 PANEL TO NEW SUB PANEL 15 APPROXIMATELY 110 FEET /20/2 1 9/ /20 7 ELECTRICAL PLAN H LEWIS- - P- ROJECT W 111 HARVEY LN. uu a W BARNSTABLE, MA w O GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES SHEARWALL SCHEDULE SHEARWALL HOLDOWN SCHEDULE V THE MASSACHHUU ETTSSTATEBBUUI TO LDING IN ACODEEFFRONE-ANCE AND TWO-FAMILY WALL FRAMING CONNECTIONS WALL TYPE SCHEDULE DWELLINGS,EIGHTH 009INT TrON INTERNATIONAL R RESIDENTIAL LL IALCObDMENrS,WHICH IS - - FOUNDATION. & HDU HOLDOWNS a BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE L ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF �s ,� PLYWOOD-(EDGES BLOCKED) 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH(1)TSP CONNECTOR AT 32.O.C.PROVIDE(9)i0d x l Y.NAILS TO THE Al Bd COMMON R GALVANIZED BOX NAILS @ 6"O.G.EDGES HDU2-SD52 5 W/5$TTi16 ANCHOR BOLD"'.ATTACH HDU TO 3'(MIN)OF WITH AMERICAN FOREST AND PAPER ASSOCIATION(AFWA),'WOOD FRAME STUD AND(6)10d NAILS TO THE DOUBLE TOP PLATE.CONNECTOR TO BE AND 12'O.C.FIELD. TI)�L CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM)." APPLIED DIRECTLY TO 2x FRAMING. Q THREADED ER zX OR GREATER FRAMING MATERIAL.TO A BOLT WITH s/s-THREADED N�CONNECT AND THE"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER NOTE:NOT REQUIRED WHEN USIIN6 H2A CONNECTOR PER NOTE ON Q 2 8d COMMON R GALVANIZED BOBLOCKEDX NAILS @ 3'O.C.EDGES o 0 STRUCTURES(ASCE7.05).• THE BASIC WIND SPEED FOR THE DESIGN OF 2.EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON AND 12.O.C.FIELD. THIS STRUCTURE 7S 110 MILES PER HOUR WITH EXPOSURE CATEGORY'C. E-1 THE FLOOR BELOW ACROSS THE RIM BOARD WITH(1)C516 COIL STRAP AND :s /Sz PLYWOOD-(EDGES BLOCKED) 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACT046 THE LOCAL (n 10d NAILS AT EACH END OF STRAP,W/A STRAP CUT.LENGTH OF 18•.THE 8d COMMON OR GALVANIZED BOX NAILS @ 2'O.C,EDGES w BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING 1NSPECTION(S}IF CLEAR SPAN ACROSS RIM BOARD,STRAPS TO BE SPACED AT 32"O.C.(EVERY AND 12.O.C.FIELD.FRAMD46 AT AOTOI.¢1,16 PANEL EDGES THE BUMMING OFFICIAL REQUIRES THAT THE INSPECTIONS)BE OTHER STUDI STRAP IS NOT REQUIRED AT SHEARWALL HOLDOOWN SHALL BE 3•NOMINAL R WIDER AND NAILS SHALL BE w h COMPLETEb BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL LOCATIONS.CS16 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. STAGGERED. 0 CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMINGTHE INSPECTIONS)IS TO BE PERFORMED.THE CONTRACTOR SHALL INSURE NOTE:FOP.PLYWOOD SHEAR WALL TYPES 1,2,AND 3 LISTED SHALL BE ATTACHED TO THE BEAM WITH(1)LTS12 TWIST STRAP AT 16.O.C. t/'1 P4 THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR ABOVE,Sd COMMON R GALVANIZED BOX NAILS=(0.131 x 2 Si°). v i INSPECTION I-DURING THE INSPECTION,ANY PORTION OF THE (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP).STRAP IS APKM GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE STRUCTURE IS DEEMED NOT VISIBLE R IS INACCESSIBLE FOR DIRECTLY TO 2x FRAMING. USED AS A SUBSTITUTE - INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE . NO. RE4ISION/ISSUE DATE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S 4.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(I)CS16 STRAP AT 32-O.C. EXPENSE PROVIDE(6)10d NAILS TO STUD AND(6)Wd NAILS TO RIM BOARD.ATTACH SOLE PLATE CONNECTION SCHEDULE enlarge bid 2 RIM BOARD TO FOUNDATION SILL PLATE WITH(1)OSP CLIP AT 32'O.C. 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE 5.CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL CONNECTION TO FLOOR RIM BOARD CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE e) WITH CATALOG C-2014.IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO SIZE HEADER TO JACK STUD TACK STUD TO SOLE PLATE WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD PROJECT ADDRESS INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S HEADER SPECIFICATIONS. 1.=1'-0'TO 4'4r (1)LSTA 9 (1)SP4• a (3)-16d GAMMON WIRE NAILS PER 16' 5.ALL ENGINEERED LUMBER PRODUCTS TO OE I-1.EVE1.TORUS JOIST(OR L-4'-1•TO 6'-W (2)LSTA 9 (2)SP4 EQUAL)INSTALLED IN ACCORDANCE WITH MANUFACTURER'S L-6'-1•TO 8'-0' (2)LSTA L2 (2)SP4• Q (4)-16d COMMON WIRE NAILS PER 16• 111 HARVEY LN. SPECIFICATIONS. L-8'-1'TO 101-0' (2)LSTA 15 (2)SPH6• BARNSTABLE,MA Q (3)-S WOODD SCREWS PER 16 x 3347 ROOF FRAMING CONNECTIONS *ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK L ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE STUD TO HEADER ATTACH CONNECTOR WITH HALF OF THE REQUIRED CONNECTION TO CONCRETE FOUNDATION WITH(1)LSTA 18 TENSION STRAP AT 16-O.C.STRAP TO BE INSTALLED OVER NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE .. ROOF SHEATHING INTO RAFTERS W/IOd COMMON NAILS TO RAFTERS. FOUNDATION RIMBOARD.CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FOUNDATION SILL PLATE CONNECTION TO CONCRETE FRAMING AND RIMBOARO.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE , 2.ATTACH THE END OF EACH RAFTER/TRUSS TO THE bOUBLE TOR PLATE OF IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL R CONCRETE SLAB. 5/g°dio.ANCHOR BOLTS AT 32"o c THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL NOTE: NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE 5/g"DIAMETER A307 y ALTERNATE:MET, HZA FROM EVERY RAFTER TO WALL STUD BELOW.TSP STEEL ANCHOR BOLTS WITH 3"x Wx I/q PLATEWASHER WITH 7- - CONNECTR PER NOTE'1',"WALL FRAMING UPLIFT CONNECTIONS"IS NOT L HEADERS 4'-1*AND LARGER REQUIRE(2)TACK STUDS AT EACH END OF THE .MINIMUM EMBEDMENT INTO CONCRETE REQUIRED WHEN USING(1)H2A AT EVERY RAFTER HEADER(EXCEPT HERE NOTED). ALTERNATE:TITEN HD BOLTS WITH 3•x 3•x 1/4"Pt.xTEWASHER 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE 2.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE EERING EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4}IOd NAILS NGINE TO KING S H EARWALL CONSTRUCTION CONSULTANTS INE BLOCKING AT 6"O.C.PROVIOE'V'NOTCH IN BLOCKING TO PROVIDE STUD.FOR SECOND FLOOR(OR ANY LEVEL WITH TIMBER FRAMED WALLS ADEQUATE VENTILATION AS REQUIRED. BLOCKD46 TO BE ATTACHED BELOW)HEADERS,PROVIDE(1)CS 16 FROM EACH KING STUD ACROSS THE ,n�„��•a .m irunnaw� DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)ROC RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER L ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT CONNECTOR TO NOTE'2'ABOVE FOR LOWEST LEVEL HEADERS PROVIDE(1)SSP EACH END OF THE WALL CONNECTOR FROM EACH KING STUD TO THE SILL PLATE 1270 MILLSTONE ROAD FLOOR FRAMING CONNECTIONS Z NAILSACE I HSIDETOPPLATLICESIES W d opPL ATI6.O.C,ELEcGTHTd BREWSTER, MA 02631 3.KIIN6 STUD TO RIMBOARD CONNECTION SPECIFIED 7N NOTE'D'AND NAILS AT EACH SIDE OF 1�1P SPLICES]N TOR PLATES.SPLICE LENGTH TO BE ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLbOWN IS ADJACENT TO A MINIMUM OF 4'-0°LONG. (7 74) 3 5 3—214 4 L PROVIDE(2)1 s/4*WIDE LVLS UNDER INTERIOR SHEARWAU.S WHEN THE OPENING. PARALLEL TO THE FLOOR FRAMING DIRECTION.IF CS 16 COI-STRAPS ARE 3,LADING FOR PERFORATED SNEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL SPECIFIED AS ND THE WNS AT THE END OF THE SHEARWALL WRAP THE **ALL HDU HOLOOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK STRAP(5)AROUND THE(2)L s/.WIDE LVLS AS SPECIFIED,WRAPPING THE 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL PRIOR TO CONCRETE POUR USE APPROPRIATE ANCHORMATE bEVICF- STRAPS AROUND THE LVLS.IF HOLDOWN AT END OF SHEARWALL IS A HDU ENDS WITH(2)I6d NAILS AT 4-O.C. TYPE,SUBSTITUTE(2)1% WIDE LVLS WITH 3 Ya WIDE PARAU AM(MIN).SEE �?x �a A DETAIL .ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS. 5.REFER TO HOLDbOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. LEGEND 2.PROVIDE 3 1/21 WIDE PARALLAM PSL BLOCKING OR(2)1%WIDE LVL BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO S14EARWALL PAD WEB OF TJI JOISTS AS NECESSARY. Q SHEARWALL TYPE 3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE I, SHEARWALL HOLDDOWN TYPE RIM BOARD OF THE FLOORABOVE WITH(1)LTP5 CONNECTOR AT 24.O.C.OR W/(2)10d TOE NAILS PER 12-. - 0 SHEARWALL HOLDDOWN SHEARWALL I P PERFORATE SHEARWALL CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAI_ING ACCORDING TO SPECIFIED SHEARWALL TYPE JOB#d: 17- SHEET XK Xj #OF KING AND JACK STUDS AT OPENINGS JOATE:06-27-t2017 G1 •SCALE: N JAGK5TUD5 K/NG5TUD5 MODEL DIA. MIN.EMBED. MIN.REBAR LENGTH OUIL7'UPG09NER57UD5 MODEL# DIA. MIN.EMBED. MIN.REBAR LENGTH C+a PER PLAN) (a PER PLAN) SSTB16 SIB 12/" 50"_ SSTB18 5/8 12 IPERDErm- ) /e" 50 Of'�NING I I SSTB20 5/8 16/" 58" a SSTB20 5/8 16 " 58" — — — — — G5/6 STRAP SSTB24 518 20/" �" I I SSTB24 5/8 20 a" 68" — — — CAPPUED PER G5N) SSTB28 7/8 24/' 74" SSTB28 718 24%" 74' Ca PER PLANS) SM34 7/8 28/' 82" HDU HOEDOWN SSTB34 718 28/" 82" rn ' SB1x30 1 24" 96" G5165TRAP CPER PLAN) SB1x30 1 iL HOEDOWN NOTE:04 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED (APPLJED PER GSNJ ° NOTE:S4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED (PER,PLANJ W TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON (�PER PLANS) I ( 3"TO 5"OOWN FROM TOP OF FOUNDATION WALL PER SIMPSON dV MANUFACTURER'S SPECIFICATIONS, THREADED ROD MANUFACTURER'S SPECIFICATIONS. H w N A v v ------------------------------------------THREMED RODDSPCPERG5N SSTV HOLDOWNANGHOR H S +�*9 REVARx. PLACE 55TX ARROW ON W O ' a A ° CAW COUPLER. ° M/N4 C'eDRt' ° 7 TO 5" ° r0`9 REBAR .Q OP ANGHOIZ DIAGONAL/N v55TOHOLDOWNANGHOR c9 GORNERAPPLIGA7 REOAC d P051rI0N IN WALL PER EDGE D15TiWCE ° c w ° 1.95 FORZX4WALL 4- °GNWCOUPLER ° ANGHOROOLT D51'CPERG5N) v 5tMP50N MANUFAGT(/RER'S 51L1 PLATE d. ° EDGEDISTANGE ° .(PERGSNJ eQ. SPEGIFIGATIONS 2•�"F092X6W ANGHORVOLT a 55TX H SOWN ANCHOR 55TV HOLDOINN dNGHOR d 1.15"FOR'ZX•f WALL ° MIN.REBAR LENGTH CPERGSN) a MIN.REBAR 1-7V'POR2X6WAQ_ SECTION VIEW - PLAN VIEW SECTION VIEW 5"M/N w (f� PLAN VIEW H oe HD HOLD DOWN AT WINDOW OR DOOR OPENING HD HOLD DOWN AT EXTERIOR BUILDING CORNER E-4 L1.1 OUILT UPGORNER 5TUD5 MODEL# DIA. MIN.EMBED. MIN.REBAR LENGTH IPCRDErWl eJ SSTB16 5/8 12V 50" E""� O SSTB20 5/8 16 58" II TUD5 L5TA5TRA PATl6"oc. ct � G51G 5TRAP SSTB24 5/8 66 (PERGSN/" OU11-7 CAPPUED PFR 635NJ SSTB28 7/8 74" IPR DI a 0W /. e) ROOF SHEATH/NG (-vPERP AN5) SSTB34 7/8 28/a" 82" CPERPLiWJ ( I SB1x30 1 24" 96" NO. REVISION/ISSUE DATE ° NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED HDL/HOLDOWN ° 3'TO 5'DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON THReNDED ROD MANUFACTURER'S SPECIFICATIONS. CPERPLfINJ C7)lOANiYLS (EACH END) MIN.REBAR __ __ D5P(PERGSN) + + + + + + + -+ FREVhP ___+_ + + _______ + + + PROJECT ADDRESS: . - pgpPl,j,pM TI•iREADED ROD --------- I 3 — EDGE D15TANGE (I'm Mw SEEALTERNATE� GNW G9UPLER LIV'FOR ZX4WALL ° ROOF RAFTERS PER PLAN 111 HARVEY LN. 2.95"FORZX6WNLL a ' = y�yS/e'PLhTEWASHER BARNSTABLE,MA ° a 55TH HO�DOWN)INGHOR ALTERNATE SILL PLATE Q PLAGE 55T0 ARROW ON TOP ° ATTACH OPPOSING RAFTERS BELOW ANGHOR60LT 55TV HOLDOIa/NNJGHOR OFNNCHORDIAGONAL/N *NOTE RIDGE BEAM OR RIDGE BOARD WITH CPERGSNJ ° CW,09NERNPPUGATION DRILL HOLE FOR THREADED ROD 2 x 4 COLLAR TIE AS SHOWN. RIDGE THROUGH PARALLAM AND ATTACH Wl STRAPS NOT REQUIRED WHEN SECTION VIEW PLAN VIEW NUTAND 3"x 3x 4"PLATE WASHER USINGACOILARTIE. q 1.3 HHD INTERIOR HOLD DOWN INTO 1.5 xn HOLD DOWN AT INTERIOR BUILDING CORNER BEAM IN FLOOR FRAMING RF STRUCTURAL RIDGE BEAM � ZX OLOCKING OEIWEEN RAFTER5 " ROOF SHEATHING (NOTCH FORVENrlLAr10N lF REOUXED) EN CREFERTOARGHIrEGTURAL ROOF511ENTH/NG 2X4 WALL 2X6 WALL ENGINEERING EDGENNIUNG PLANSFORMOREDETPoIL) CONSULTANTS f ROOF IPAPTPR 'tr1�4 9`'�" PER PL/W 6"O.C. 4"O.C. 6"O.C. 4"O.C. 1279 MILLSTONE ROAD EDGENNUNG BREWSTER, MA 02631 ++ + + + + (774) 353-2144 ++ ++ ( D.F.D P05T + + + ++ ++ HOLD DOWN + + + + DDUVLEZXTOPPLNTE HOLD DOWN ++ ++ ROOF RAPrER PERPL/W CREFeRTO fPER PLANJ (PEP PLAN) ?y ARGH/rEGTURNLPLANSFORRAFTER PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW VIMEN510N5 AND EAVE DErAIUNG) � wZZ5E uxc e. DOUBLE ZX TOP PLATP TSP C/NSTALL PRIOK r0 NOTES NOTES VEAMOR HEMER PLYWOOD SHPiiTHW6J 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS (lF SHOWNON PLANS) 2X 5TUD5 NOTE:NOT REQUIRED IF H2A. OF 16d(0.162 x 3.5')NAILS AT 6'O.C.FOR 2ND STORY SHEARWALLS. OF 16d(0.162"x 3.5')NAILS AT 6'O.C.FOR 2ND STORY SHEARWALLS. IS USED AT VERY RAFTER (1N5TALL PRIORTOVLOGK/NG 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS °3'/Omj- SECTION VIEW ELEVATION VIEW OF 16d(0.162'x 3.5')NAILS AT 4"O.C.STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5')NAILS AT 4"O.C.STAGGERED FOR 1ST STORY AND PLYWOOD SHEATH/NG) SHEARWALLS. SHEARWALLS. ALTERNATE:H2A JOB#: 17-205 SHEET 1' RAFTER TO TOP PLATE 1'� BUILT-UP CORNER AT END OF SHEARWALL DATE:oB-a7-2 G1 . 1 RF WF SCALE: NONE CONSTRUCTION NOTES: Rln�aonaD CV 1)WELD BASE PLATES TO VERTICAL TUBE RIMBOAPO SHEATHING STEEL POSTS. POSTS TO BE ATTACHED TO (_ DOUBLE TOP PLATE FALLER CONCRETE FOUNDATION WITH THREADED 1_ :+:+ * (2)2 x 12 HEADER OR :.:::. (IF RE D) ROD ANCHOR BOLTS(AS PER PLANS). a * 1��' L,REFER TO PLAN FOR HEADER REQUIREMENTS) LST STRAP(INSIDE F OF WALL) LSTA24 STRAP 2)WELD 3/W'PLATES TO CONNECT COLUMNS W HEADER (2)ZX6 (INSIDE FACE TO BEAM TO PROVIDE MOMENT CONNECTION. H OF WALL) r 1 HEADER To 3 CONTRACTOR TO VERIFY ALL DIMENSIONS I+i FASTEN TOP PLA TO HEADER WITH ) (2}txb (2)aows of 16d sI R NAILS AT 3"O.C. - PRIOR TO CONSTRUCTION. FASTEN SHEATHING TO ADER WITH 8d COMMON OR GALVANIZED BOX NAILS 3'GRID PATTERN AS 4)CONTRACTOR TO CONTACT SUPPLIER FOR a Q. SHOWN AND 3'O.C.IN ALL FRA G(STUDS, SHOP DRAWING TO BE APPROVED OF BY BLOCKING AND SILLS)TVP. PPOVIDE PLI TE AND ENGINEER PRIOR TO CONSTRUCTION - (2)-ZX6 FOR A PANEL 2x6 MOMENT GONN� T GION cn NEEDED ANEL EDGE FRAMING P/10 IGAMP TO ��' �■ IN32"STRUCTURAL SHA BLOCKED,AND PIC OV10f DETfiJL MOMENT FRAME HEADER AS SPECIFIED SEE PLANS H PANEL SHEATHING UR,WITHIN 24°OF .. D-HEIGHT SMALL WALL. E-4 BLOCKING SHALL BE 1155 P05T MIN.2°x2°x3/6*, NAILED WITH STMO14 HOLDOWN PLATE WASH (3)16d SINKERS A5 5PEGIFIED IW3 STH HOLDOWN .. ; D/t5E PL/iTE a p p c e e /i5 5P€GIPIGLD DIA.ANCHOR BOLT (7'MIN.EMBEDMENT) NO. REVISION/ISSUE DATE SIDE ELEVATION 2 . • APA PORTAL WALL 2.2 STEEL MOMENT FRAME EXTERIOR WALLS PROJECT ADDRESS: (NOT TO SCALE, FOR EXAMPLE ONLYI SUBSERVIATE TO TT-100F) MF (NOT TO SCALE, FOR EXAMPLE ONLYI) 111 HARVEY LN. BARNSTABLE,MA OPTION #1 HEADER SIZE ® ® © (a) V C C L=1-(rTOV-a (/)LSTA9 (1)SP4 (1)SSP BA5CF4fieANDAN(.ffOR PER KING STRUCTURAL 00L.T5 its FCK f LW5 (1)SSP 1 -PLYWOOD L=If-1*TO V_w (2)LSTA9 (2)SP4 PER KING EACH END OF STRAP SHEATHING TO O PER EACH KING STUD MATCH ELSWHERE .O O (2)LSTA 12 (2)SP4 U)SSP NAIL DOUBLE ROW PERKING (SEE NOTE*4) OF 8d NAILS AT 3'o.c HEADER(PER PLAN Q 4 (1)SSP ALTERNATE TOPAND BOTTOM OF ^ (2)LSTA IS (2)SPH6 PERKING SEE NOTE 8 PANEL INTO DOUBLE TOP PLATEAND i L=,�-,•TQ iB-0' (2)ST2122 (2)SPHB (+)SSP HEADER aM c K`E N Z f E. PERKING ANGdtORDOLTASFCRPGWS ENGINEERING USecycD6eDr5r*ClFROM CONSULTANTS OPTION #2 5roe5OFFLAeS(1190A!D ZZV'FROM eDW OFCONGRerf 011N) auva nl tlWl en+ and HEADER SIZE ® ® © ® O WINDOW/DOOR eMHeDTOIG"!M!N)CMBCDY1CNr oPENnv6 U5e5ercONSTRUGTlONEPDXY 1279 MILLSTONE ROAD ('1 �1B (,)SSP BREWSTER� MA 02631 L=1'-WTO4-W ulu(5)td EACH BUD PER KING STRUCTURAL Q. O O 4 (774) 353-2144 (2)-csta (1)SSP (1)CS16-(6)8dNAILS PLYWOOD 4' Q L= -1•ToV4r 1(5)ae PERKING EACH END OF STRAP SHEATHING TO ' EACH END PER ELSWHERE. • (2)-cs to SEE NOTE (1)SSP PER EACH KING STUD NAIL DOUBLE ROW 4 ❑ ° L=6-T TO 84' T PER KING (SEE NOTE 4� OF 8d NAILS AT 3'o.EACH EM a Q a Q O O "" t Pr-cs7B (1)SSP ALTERNATE TOPANDBOTTOMOF sq L-F-V TO 1C-0' VW(8)au PANEL INTO DOUBLE3- Mox EACH DM PER SEENOTEe TOP PLATE AND - ' (1)SSP 0' HEADER - .; ;° L=, -,'TOlg-(r (2)S,2122 PER D a CPA -NOTES: a �q 1.HEADERS V-i'AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER - 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6'O.C.(CLIP FOR JACK STUD TO SOLE PLATE SECTION VIEW PLAN VIEW 'O AI ,N CONNECTION NOT REQUIRED) D 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLODOWN IS ADJACENT TO OPENING. S.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6.IF WALL SITS ON FOUNDATION WITH NO RIM JOIST.USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PLATES. JOB#: 17-205]7q WF FRAMING AT WINDOW AND DOOR OPENINGS MF MOMENT FRAME BASE PLATES SCALE:6-27-20 WF MF (Nor. To SCALE, FOR EXAMPLE ONLY!) SCALE: NONE : i i � 11 I I � � - �-- . 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D DRIVE \ / 79 PAID' lVt. / I i PROP05EO 7,q SHED SITE PLAN SHOWING PROPOSED GARAGE AND SHED •30 28 I AT i 111 HARVEY AVENUE i BARNSTABLE ' PREPARED FOR JON LEWIS/THE HOUSE CO I N of Mgss off 508-362-4541 � �c o`er FE®RUARY 16, 2012 fax 508-362-9880 � DANIEL downcape.com © A. N ©JALA down cope ell hlee?ing, //!C. No.40980, Scale:1"= 20' civil engineers land surveyors /�e�i-Z `—� 0 10 20 30 40 50 FEET i4 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L.S. 10-255 i ZONING SUMMARY ZONING DISTRICT: RB DISTRICT B,q /\p�srAB MIN. LOT SIZE MIN. LOT FRONTAGE 20'S60 S.F. LLc /�f,L�RBOp MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' •6. MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' Sgtr DWELLING IS LOCATED IN FLOODZONE C •\\ 8 114.28' •\\• •``•`� •� ` Cp,�rgCBFgG, OWNER OF RECORD 6 JON LEWIS \�' P.O. BOX 1224 \ BARNSTABLE \ a 9 •\ 4�i REFERENCES 9 DEED BOOK 22944 PAGE 159 ti k LOTS 21,23,25 ON �k PLAN BOOK 3 PAGE 77 0 \ko�P�Ir�g7 70 X�kE'Uce DATUM: NGVD OO 77 otiO 10 X\ DWELLING IS ON TOWN SEWER k LAWN k 12 / 72 SIB 12 k 73 V N1 ,71 I /�S k \ k I V� NC 7S / 1 / k / LOT AREA / 33,425f S.F. / J PATIO 7) 76 18 EXI5T. / o DWELL. FP= 19.6' 7> 8 PROPOSE GARAGE ?49• / PROP D / DRIVE 79 PAID' lVE. �7 PROP05EO 79 SHED I / IN CP / Q SITE PLAN / SHOWING PROPOSED GARAGE AND SHED 0 . 0 20 I / AT Cb 111 HARVEY AVENUE / BARNSTABLE PREPARED FOR JON LEWIS/THE HOUSE CO off 508-362-4541 ��TH OF Mti I fax 508-362-9880 � 9cGm FEBRUARY 16, 2012 0'�' DANIEL ti downcape.com © o A. a oJALA Cn down cope engkee?ing, inc. No.40980 Scale:l"_ 20' civil engineers 1 0 FF3S\0 land surveyors 2/���(2 N SU �� / � 0 10 20 30 40 50 FEET 939 Main Street ( Rte 6A) / r YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L.S. j 10-255 �I