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HomeMy WebLinkAbout0040 SETTLERS LANE ��. ,S'�"T�«,ems .��ti��'�j, ,. /,�� I i Date: To: Building File _ RE: { Address: Originator: (I — � Complaint: Enforcement Process Steps ® 1. Initiate local investigation: ® 2. Document/enter into system Yes ® 3. Contact ® 4. Property Owner 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA a LJ 7. Notify state authorities of findings NA ® 8. Document conclusion 9. Referred 10. Stop Work/Cease & Desist Order A Property - Property is developed with a a rn � fit� cJ ' CJ DATE jln/yl Town of Barnstable Building Department - 200 Main Street C IE. # Hyannis, MA 02601 9� 1639. .�' (508) 862-4038 Certificate of Occupancy Application Number: 201302836 CO Number: 20140079 Parcel ID: 273122031 CO Issue Date: 06/27/14 Location: 40 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACOUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed 17 f a l TOWN OF BARNSTABLE Building 201302836 p BARNSTABLE, Issue Date: 05/15/13 Permit 9 MASS. �pr1 639. A� Applicant: MORIN,JACQUES N. Permit Number: B 20131085 Proposed Use: DEVELOPA.BLE LAND + Expiration Date: 11/12/13 Location 40 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122031 Permit Fee$ 892.50 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num. 57770 Est Construction Cost$ 175,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME-3 BEDROOM WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL I CAR GARAGE ATTACHED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD.,SUITE 4 INSPECTION HAS BEEN MADE. .CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY.ANY STREET,ALLEY,OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY OR'PERMANENTLY ENCROACHMENT ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST-BE'APPROVED BY THE JURISDICTION. sTREET OR.ALLEY GRADES AS WELL AS DEPTH AND LOCATIO FPUBLIC.SEWEM MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS ;THE ISSUANCE OF THIS PERMIT DOES NOT'RELEASE THE'APPLICANT FROM THE CONDITIONS OF.ANY APPL CABLE SUBDNISION RESTRICTIONS:, MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). *.�� �.��ra"9 •;,ar-, y�.�,.,"ram¢ f,:�.. ¢asY��r..4 . ,. ,v�:..w a"",.}�a ,. �+fr Ire ii .,,. „"Y-.:. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS j�� 2"—�x�cv�i lr-tR — �� P� 2. 2 riAIAt- Ole- 6^ 3 1 Heating Inspection Approval Engineering Dept 0 Ir /717/ Fire D t } 2 Board of Health! 6 ,� I k 61 ,77 3 SETTLERS 'LANEI L=139.08'" R=4494.90 j 90, 10.3' 10.4' EXISTING _ - FOUNDATION TOP FOUND. v ELEV. = 70.69' N J Co I 00 p co , rn Lot17 - I � g Area= 8,725f . Sq. • Ft. r Or (A 0.23f 'Acres. S12'55'26"W t 48.13' 34.04 DCE #00-013 IO"UNDATION PLOT F PREPARED EXCLUSIVELY FOR THE'PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER:USE . LOCATION :: #40TSETTLERS;LANE 'HYANNIS, MA SCALE : 1" = 20' DATE,..: JUNE' 6, 2013 } REFERENCE : ASSESSOR'S MAP 273 PARCEL 032-2 PREPARED FOR: j LOT 14 PB 610 PG 93 _ BA BUILDING [ HEREBY CERTIFY THAT THE STRUCTURE y. "`gssq SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. DF,NIEL ti�N•► # off 508-362-4541 °. fox WB 362—ONO , OJA,LA y I .- ND 473R0 .. down cape engineering, Inc. , `' Q 1 C/VIL ENGINEERS ------ ------ LAND SURVEYORS DATE� RE LAND SURVEI'OR 939 Main Street — YARMOWHPORr, MASS. TOWN OF BARNS.TABLE BUILDING PERMIT APPLICATION Map Parcel a�-y f lication #� .Health Division Date Issued Conservation Division Application Fee ' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address qO ( X_.0 l-d+ 17 'f Village Owner r Address `t - Telephone �� a Permit Request 4�-UG c - J LL&crnwi - I CAA_ CA. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ` ood Plain _ n lk Gr ndwater Overlay Project17 S Valuation i Oct Construction Type Lot Size & QD Grandfathered: ❑Yes U l<o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes U-No On Old King's Highway: ❑Yes U4o Basement Type: a'Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) A*-_34y- Number of Baths: Full: existing new c�>? — Half: existing new 0 Number of Bedrooms: existing anew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 2"G"as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Colo Fireplaces: Existing New Existing wood/coal stove: ❑Yes O-N N _4 Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn:�" xisting 1 ne? size_ Attached garage: ❑existing 56e'w, size _Shed: ❑ existing ❑ new size — Other n o 4 Zoning Board of Appeals Authorization ❑ Appeal # QCCD Recorded U/ -o Commercial ❑Yes ©'No if yes, site plan review# Current Use aCO k-4- (_CLA� Proposed Use ` r- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) I c Name Telephone Number t6c� - n Cl Address License # r) O Home Improvement Contractor# l �6 33 Worker's Compensation # �LA- -� 1�Q ldod ALL CONSTRUCTION DEBRIS RESULTIN FROM THIS PROJECT WILL BE TAKEN TO �. tas SIGNATURE y DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i r The Commonwealth of Massachusetts Department of lndustriat Aecidenis _ Off ce of Invesdgadons 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers}Compensation Insarance.Affidavit: Builders/Contractors/Elects dans/Pinmbers Applicant Information Please Print Le 'bl Name 0Busines8/0rgani2ti0nlln ): y •Address: �p City/State/Zip: kL- PhoneA �� � ��' 0 a a�`- Are y an employer?Check a appropriate bo�c Type of project(required) . 1. I am a employer with 4• ❑ I am a general contractor and I M and/or me_ have hired the 6. ew construction • employees( �`ti ) - -❑Remodeling 2.❑ I am a tole proprietor or partner- listed on the•attached sheet. 7 ship-and have no employees These sub-contractors have 8. ❑Dtm�lition for me in an a tm ployM and have workers' win' Y capacity. 9. []Building addition [No workers'comp.insurancecomp.insurance•$' required.] 5. We are a corporation and its 10.❑Electrical repairs or additions '3.❑ I am a homeowner doing all work officers have exercised their I L[]Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL . 12.❑Roof repass insurance required.]t c. 152, §1(4),and we have no employees. [Na workers' 13.El Other comp.insurance required.] 'Any appliceat that boa#1 moat also f ll out.60 section balow showing Chair worms'c ioi policy &rmfioL t Fiomeownena who submit this affidavit mpg they are doing a8 work and flSa hue outside coot must sobrdt a new affidavit indicating,such' tCoahactuis that check this box must attached an additional shad showing the Hams of the sub-amtradms and state whetter or notihose entities have employees. U the sub-wntzaatms have ewployees,they must prwidb their wmkw comp.policy number. I am an employer that is proWding workers'compensation insurance for my employees Below isthe policy and,job site- information. 1 - Insurance Company Name: Ct � .. Policy#E or Self-ins.Inc.#: /J� `� 7 1 Q _ . Expiration Date:' / 1 Job Site Address• (- -City/Stateq p: Attach a copy of the workers' compensation policy declaration page(showing the policy nunnher d expiration da�). Failure•to secure coverage as required under Section'25A of MGL c. 152 can lead to the iu3position of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against flit;violator. Be advised that a copy of this statmnerit may be forwarded to the Office of lnvestization&zNhe CIA for insuransce coverage verificatiom I do hereby under the pains-and penalties of perjury that the information provided ab is true and correct Sipm lure: 113 ate' 71 one SdB.- � Off icciat'use only. Do not tvrzte In thb area,tb be completed Ty city or town Of kcal. City or Town• PermftUcense# Issuing Authority(circle one): ' 1.Board of Health 2.Btnlding Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other ' Contact Person: Phone M f WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE j Associated Employers Insurance Company 54 Third Avenue,Burlington,Massachusetts 01803 (800)876-2765 NCCI NO 40959 POLICY NO. I WCC 5004911012013 PRIOR NO. I WCC 5004911012012 ITEM } 1. The insured Bayberry Building Co Inc Y rY 9 f. �r Mail Address: 1597 Falmouth Road,Suite 4 Centerville MA 02632 i`ak �z f Street No. Town or City County State Zip Code FEIN xxxxx0420 ❑Individual []Partnership ®Corporation []Joint Venture []Association ❑Other i Other workplaces not shown above: 2. The policy period is from 02/02/2013 to 02/02/2014 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance:Part Two.of the policy applies to work in each state listed in item 3.A. ' The limits of our liability under Part Two'are: Bodily Injury by Accident$ 500,000 each accident Bodily Injury by Disease $ 500,000 Dolicy limit Bodily Injury by Disease $ 500.000 each employee :a C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 266545 i SEE E(TENSION OF INFORMATIC N PAGE i Minimum premium$ . 274.00 Total Estimated Annual Premium $ 2,358.00 ' As indicated interim adjustments'of premium shall be made: Deposit Premium $ 610.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $1,942.75 x 4.2000% $82.00 4 This policy,including all endorsements,is hereby countersigned by ,k" 12/12/2012 Authorized Signature Date w GOV GOV KIND PLACING CLAIM ,'NAME SAFETY Miller McCartin STATE CLASSI AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins AgcyX a MA 9016 14 504 - 973 lyannough Road w Hyannis,MA 02601 (t 1, WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. Affidavit of Substantial Financial Interest elf _ I, -- i�cc�ofS of / ov` , on oath depose and state as follows: �P4 !le ` 1. I am an applicant fora building permit for the propqAy loc ed at Map d U Parcel b The address of the property is qQQ��-� 2. 1 have MY % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph I above. 3. Within in the last twelve months frofn today's date, which is r t , the following individuals or entities have had a 1% or greater legal or 6q itable interest in the real property which_ is the subject of the building permit application which is identfied in paragraph l above: . Name Address t"O/ S qq t 31 111 ih 4. Within the last twelve months, from•todays date, is �� , i have had a 1% or greater-legal or equitable interest in the following propertie w ich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, l have submitted building permit applicatiofns•for property in which I have a 1% or greater legal or equitable interest. B. Wfthin the-last ten days, I have submitted building permit applications for tl P PP property in which I have a I or greater legal or equitable interest: 7. Within this month, i have submitted -6 building permit applications for property in whicfi i have a 1 , legal or equitable interest. B. Within.this month, I have received building permits for property in which I have a.1% legal or equitable interest. Signed underthe pains and penalties o Fury,this-day of , 2DVh 2001-0050/affin r s - Massachusetts,-Department of Public Safety Board of Building•Regulations and,Standards Ow Construction Supervisor 1i 2 Family - License: C.SFA-057770" JACQUES N MOM 1597 FALMOUTI�RD CENTERVII,LE Expiration ' Commissioner - 02/16/2014 OW My File Edit ,Tools 'Help YearjTypejBill No, - - - Customer Account Information 71 l _History - 2012 RE_R. _ _... , ._.._.,19730 361416 Detail ? Property Information - MORIN, JACQUES N TR SETTLERS LANDING REALTY TRUST Parcel ID 273-122-031 _ 1597 FALMOUTH RD,, SUITE 4 _. Orig Bill I i - Alt Parc CENTERVILLE, MA 02632 Effective Date Prop Loc 40 SETTLERS LANE - GO Special Conditions jNotes LienjSale Scan Bill Installment Information Int Dt Billed AbtjAdj PmtjCrd Interest Unpaid bal Quick Entry 08j02111 .......255 97 1 _.�....w '00 62.74 318 71 -' 11 j02 j 11 255.96 ' 00 00 ; 53.69 309.65 Utility Acct w. 02 j02 j 12 284,75 �,001 �00 ' ^K 49 70 T 334.45 Customer I 28475 i 05 j02 12 00 00 39.86 324.61 15.00 i DO � 00 15 00._ ..FeesjPen 00Name _.... ._. l... ------- _..._. ___ Totals 1,081 43 j 15.00 � _ 00 1 205.99 1,302 42 Parcel ? Prop Code NotesjAlerts - — Due b510112013 1,302.42 --- - - Bill Dates JAN 1 Owner: MORIN,JACQUES N TR Per Diem 42 i BECK Bill Audits -- - - __. ._.._ b�Ca�PA 100 View prior unpaid Gills Bill Events 01 D13 _:....__........... Reprint 0 A N TABLE _.--------..__ TO Preferences PER COLLECT O TAXES Diagnostics ►I Attachments(0) Asplay transaction history For the current bill w.... °kIKKErqy, i i BARNSrABLE. i MASS. 039. Town of Barnstable �� Alfp�•(A Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO 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 1, / ; as Owner of the subject property t hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: i �a2S' �—/✓�ilf' (Address of Job) 1711 Si azure of Owner Date IN Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on.the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 070110 oF1HE ro Town of Barnstable P� Regulatory Services RA2NSTABLE• * Thomas F.Geiler, Director 9 MASS. $ 39. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office:. 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who,constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to.the Building Official,that he/she shall be responsible for all such--work performed under the building permit. (Section 109.1.1) The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies that.he/she understands the Town ofBarnstable3uilding�Department minimum inspection procedures and requirements and that he/she will comply with said_procedures and requirements. Signature of Homeowner Approval of Building Official , C f `N Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." • Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 070110 w\ �1�� s��d� i The n n m{, r TO of 1RSTAB LE Insurance Group° "!lI R 2 i Pit 3: Q B O N D D E P A R T M E N T THE HANOVER INSURANCE C01VI'P�kNY NOTICE OF CANCELLATION CSetflers June 6,2011 17) Bond No.BLN-7990323 WHEREAS,on or about the 14`s day of April_,2010 THE HANOVER INSURANCE COMPANY,as Surety,executed its bond in the penalty of Five Thousand Dollars and 00/100-----------------($5,000.00) on behalf of Bayberry Building Company Inc of 1597 Falmouth Road,Suite 4,Centerville MA 02632 as Principal,in favor of Town of Barnstable as Obligee (Nature of Risk Street Permit ), r and WHEREAS,said bond,by its terms,provides that the said Surety shall have the right to terminate its surety ship there under by serving notice of its election so to do upon the said Obligee,and WHEREAS, said Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW,THEREFORE,be it known that THE HANOVER INSURANCE COMPANY shall at the expiration of 10 days after receipt of this notice or June 21, 2011 whichever is later be released from all liability by reason of any,default committed thereafter by the said Principal. - _Signed-and-seaied this' 6th day of June ,20i 1. T THE HAN ER - S E AANI�C BY: ` ��zU� Gi .c.�✓ Barbara A.Garlick,Attorney-in-fact Reason:Bond No Longer Needed r cc: Bayberry Building Company Inc cc: M.K.Lovelette Ins.;West Yarmouth,MA(32-5267) 1 440 Lincoln Street ■ Worcester,MA 01653 Phone 1 800-343-6044 F a Y 1 508-855-3073 w w w . Ha n o v e r . c o m 271-5866NS(1/06), , ,0' ASSESSOR'S MAP 273 PARCEL 32-1 NOT ALL LEGEND ARE U ILIZED.BOLS CE1 CO ZONING 'SUMMARY O SEWER MANHOLE _s ZONING DISTRICT: RC-1 I FIRE HYDRANT ` - MIN. LOT SIZE 43,560 S.F. It '�\ ` _ _ MIN. LOT FRONTAGE 125 o WATER GATE VALVE ELECTRI PgNEL - MIN. LOT WIDTH - { v► Cn OCATCH BASIN o N80 02, ' MIN. FRONT SETBACK 30 !" ? I �0 35„� ;� MIN. SIDE SETBACK 15' 1 [551 PROPOSED CONTOUR �� _ 9•61 MIN. REAR SETBACK 15 BENCHMARK.. WATER GATE SITE IS LOCATED WITHIN THE GROUNDWATER V) SIGN W �S O EIEV.: 68.69' ®� � � PROTECTION OVERLAY DISTRICT TH 1ft or TEST HOLE "28.2 Area=$ 75f S� I 0 ' S PROPOSED HOUSE Or i FLOOD ZONE. C cLEAniouT s #40 0.20f /Acres,, �� � (FEMA FIRM PANEL# 250001 0005C) 9-19-85 T. FND. = 70.5 r N 66 EXISTING."CONTOUR "� ri SEWER REFERENCE: r .: _ CO cr INVERT- N PB 610 PG 93 F 60.97 ' i 66.5 PROPOSED SPOT GRADE f GLu f , APPROX. TREE LINE + 50.12 EXIST. SPOT GRADE ` o ,� �� M GARAGE 1I 30' I LEACHING PIT 'i Cn. CATV _ `.sf ;9 6,X14' EFF. DIA. PITS e..° .. .... E O `S V' ,yys SEWER LINE S78 S7'36„E ;i w w_ ' WATER LINE 105.87y �' A IT G GAS LINE E E U.G. ELECTRIC i PREPARED FOR: 1 TEC U;G. TEL., ELEC. CAN A E Y BUILDING � ANTIQUEE STYE POST LIGHT LOCATION : LOT 17 #40 SETTLERS LANE SCALE 1 " = 20' DATE : 4-29-2013 I SHEET 1 OF 2 I OF D$ i t OF 4fA I LANIELA. flFiNII=L off 508-362-4541 OJA!� ' g u' fax 508 362-9880 A. C1V1;_ OJA.1_A . No. 02 No.6 � down cape engineering, inc. .,- Cl VIL ENGINEERS Scale:1 = 2O LAND SURVEYORS DANIEL A. OJALA P.L.S. -RE: DATE 939 Main Street — YARMOUTHPORT, MASS. JOB # 00-018 0 10 20 30 40 50 FEET _00-018 DEFIN & SEWER 40A + 40B.DWG E I I I GENERAL NOTES: I i 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS �' THREADED CAP PLASTIC COVER I TO LAWN/MULCH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE GRADE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 70.05 I EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FINSHED GROUND SURFACE HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD > SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER ~ 0 ALL SEWER WORK AND .MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, BARNSTABLE HEALTH REGULATIONS, AND z BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. g I 8"X6" WYE INTO MAIN 60.97 t 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA CONTRACTOR TO V.I.F. 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW &-2.5%- KEYSPAN. 2.5% TO STUB AVAILABLE PRIOR TO ANY PLUMBING WORK. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. RAISE IF REQUIRED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS-NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2.5% IN STY SEE TRENCH AT LOT LINE (TYP.) 9. SEWER PIPING 8"4SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO 4"SCH40 PVC AT 2.5% MIN. LOT LINES WITH 6 TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE WITH CLEANOUT OUTSIDE i 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING FOUNDATION WALL (TYP.) DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. SEE CLEANOUT DETAIL I ( 24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) . 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES I I 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED'UNDER ALL PIPING AND ALL MANHOLES. PROPOSED WORK ONLY AND NOT T 0 BE USED FOR LOT LINE STAKING OR ANY OTHER PU RPOSE.16. THIS PLAN IS FOR 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. ,�y IDE l� PLAN F 18. I SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) �T { T SEE PAVEMENT SECTION i '0A Y l�J lJr Dl `�7 LeBARON CAST IRON LA0910 H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 17 #40 SETTLERS LANE I POURED CONCRETE DONUT SCALE 1 = 20 DATE 4-29-2013 1.5 CU.FT.f of"yss SHEET 2 OF 2 i y�OFPlAs = o� DANIELA. yG�. ! 4.0"4iSCH40 PVC DANIELs� U O CIVIL� n off 508-362-4541 I fax 508 362-9880 i� I OJALA 4"PVC AT 27. MIN. SERVICES a tlo.409 0 � re �� down cape engineering, Inc. �O' RS, `~v '��,��� 11L�Nca ClVIL ENGINEERS T DETAIL \_-tq CLEANOUT $� LAND SURVEYORS `S U R-�� ( H-20 FOR USE IN PAVED AREAS DANIEL�''A." OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS UTILIZE PLASTIC COVER IN LAWN AREAS 1-108 # 00-018 00-018 DEFGN & SEWER 40A + 40B.DWG }I 1 i■uou■ .............. ■u■un.■uuouu■u.u----- - -■_._-_■i._.-._._-_-i■_■- _ --- _■-.-.■--i■_■_■_■-.---■_■_-_■_■i■i ...................................-• Imo:--`------- -------------IMEN----------.,■■.------------ ■.■■■■ _ Bosom ■■■■■ - _,:-i - _ ■If■■,■�I:��■■■■■■ �- -----------------------.I I .............. ■.....■■.■■-■■.■..■I 1.■■..■■■■..■-.. ...-............... _ - fi = a �� ..------------------- III I �-----------: ram-:-:-:-:-:ter.:-:::-:.:------------ as ................. ■■ - _ -_■_■_-G■- li■_■i._-_-_-i.i■_-i■_-_.r��� i■i._-_._._-_._.i■_■i =�- _- - __ __ I�y 111_� I.I - � ■ ■ ■ ■ ■ :un - _- ■�:■�i:�i:�■:�:■II I.I II III=lillll I:•i_�■�—s■�i■_■_�■ a_ _■_�■_■�_■�_�■�_i - III I� I I'� -'� - ---- -----_ -- -_- _ -Ell SEE Imin ■ ■ � MIN** am ■■.■■■ -" mmmmmomomm ■i■_■_._._. � %-_._--------a-,....... .._■� V..� ..........--------------- = .■■. ■i. . - _ . _■i■_._■_.-._■i■_. i■i a 0—v. ■u—uuoo■■—■—ouo■ WALLS 4 CEILING, ............■ ........ .._._.i■i._-■ I_.i■ .-■uoo.u■■■u— u.■. . ■_■■■■ - _■I ■_.-■-._■_■L------_J■ -■ O YIIItlIIr O I I.IIIII IIIII . ■ Ii.i■i.i-i._■i■i■i._--C i■ II��IIIIIIIII IIIII IIIII�III ® ®� I � GARAGE IIIII_ i - m-m: •Zia eam.mm.m. 1 ■�� :■�- �-��� '-�. -■i■■.; ® ' rCONC.SLAB . .� • -_ ui � OR E UAL----------------------- pgl - �- - —-- � mmnnnlnm - nt' = O ,I = - =_ -- ---- ----.. • - -- ..=800104010. I -----------------� ,:�■■■1: 1_�---■--------------------• ----------------• I- ------------------------- .......................... ..................-■■o.......■_o.— 0.9 I----------------• ..------ ' I � I .......................... ..................................... 11ll'�I'I III I I�I'I I I I I'I Illjl'. .----■i■i■_■_■i■_■i■i■i._■_■i■i■i■_■_■i■i.i■i■i■_■■ :- :::.:::�.- _ .... - ■_■i■_._-_-_■i■i■i■_■_._■_■i.i■_■i._■i■■ O O . -- - ......................................a.................a..., LE ■■ &B ADDRESS DESIGN BAYBERRY BUILDING -. RANCH = 62'-O .� �•__•_•__•im . A ____ -A"P-CPORNCRETE•WALL .DAMP,PROOFING C•S• A OVED. ,- -I•O°DdO' ° ...................................... ....................................................... ...............................................}.................... °Qe .HIV.............. l .......... ......PH........................ .;':.; • 'e 4'POURED CONC.SLAB D .... ........... � �. Q .� 1. ....... ....... ........ }.............. ,',.".. •'..••2X6 KEY• e° •°d'.-° °e•e °Dn °D•e °D•e °p.e-•D. I.�ANL£2XI2'e 5A5EMENT 4 ._. HEADER ABOVE. U :�� J .°D D•e •',-' -'• ' ',.••',.•• O 1.. e. • •e' ° 'e CAMPACTED•GRANULAR• TYP.4"THK _ .............. . . .......................................... CONC.BLAB Q �; °•°0°•°e°• } W/FIBERMEBH } ••i TYP.3O'X3O"XI2" O -(o LATERAL GONG,FTC.W/3-I/2"RD. In oR uqL. 4 UPLIFT a; GONG.FILLED COL. X Q ANCHOR BOLT AND 3"X3"XI/4"PLATE WASHER D .._.. _. ......... rr 3-2x10'B••....... MAIN HOUSE SPACING 2X6 PT PLATE SHEA FOOTING FOOTING 'DETAILS ljuuutnjnan�uunuujnalljuuuunlnnnfunnml�u uljuuunu�uan�ufluuwu�liaw;foul nuljl ' ., • o.°. ''' GARAGE 6PACING SII CONCRETE WALL 1,-2" _. T-4" ��� 12-0 oc ,� ' T� O '•ee% De, •°De °, °•'° •°• °DO 1 d•e D•e ero e•e d•e• r , r m l0 v _ .° S ° v ° FOUNDATION WALL ° • Q — 7� , ° i0., ....... �.............. � n d•e .°e•e ed.. ~dn•. De d•° A. e•e........... _ 6"-12-FROM END ° �• ° �• ° '•• •e ° •, •• >D G sue• °. •e,e of PLATES, ed,e.............&......... ............ �ed,• � • . � -• • i 'eD i O � e.°Oro�. i IIIIIIIIIIIIIIIIII�Iia11�14{I/llllll�lll�llall+llllllllllllllilll '';". V. ar k e s •°ae °• '•° °' 12'-O" • .'` ° ° ' ........ .......... ...... ........ _ e•o• eDe' 'a •______. 3-2x12'e7 T'-0" T'-0" ° •°•'Da• 6'-O" 6'-0u _ __ 24'-0" 14'-0" NOTE , � D•e B ro •� XB'e PT ° u - TYP-HANGERS ILL TYP- 10°DAM.CONIC.FILLED FOUNDATION PLAN TYP. ANCHOR BOLT SPACING m 2XB PT TUBE 48"BELOW GRADE. a�6"� 6 Q `• TYP.HANGERS O TYp-RIM, TYP.2X6 PT SILL °2Xt PT TYP.RIM CUSTOM CAP CUSTOM TOP RAIL TYP.HANGERS t SIDING l9 <•—2XII a 16"O-G.y 2X2.BALUSTERS 4"MAX.CLEAR Q SPACE BETWEEN J a 2XI0'e o 16"O.G.—+ ICE 4 WATER BEHIND NAILER m D I U I ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP L CUSTOM TOP RAIL GIRDER BELOW IX DECKING }2Xg PT BEAM 11 111 111 III 1� TYP.BLOCKING a 16 O.C. III III 111 1111111111 111 111 III III 111 III 11 ill 111 III ill 111 111 111 111 111 111 111 111 11 1 THROUGH BOLT TO EACH POS m 2XS'e a 16 O.G. WITH TWO 3/4"DIAM.BOLTS, J TRIPLE DOC'e IX TRIM BRD. I t�& T '!•° TYP.JOIST HANGERS -• POST ANCHOR - �,p e•.a y 2X8 PT NAILER BOLTED 'm' ,.�.. I A .° • .W-3/4"LAG BOLTS 24"D.C. �—2XIO'e a 16"O,C,�• q 0. a 2XIO'e o 16"O.C.--s ° . e°•'°d°• a GIRDER BELOW •� jr III 111 111 111 II u lulmn umnimwl u u1m11 ° n O nP.NANGEfte ~ - I � I f I 0. TYP, 10°DIAM,CONC.FILLED 1 ' TUBE 40 ELOW GRADE. e _ 2X10'e a I6"O.C.—� 2X P , ° FLOOR FRAMING PLAN UlL 1 3-2Xg'e PT EXTERIOR DECK DETAILS BUILDER JOB ADDRESS DESIGN � � �j DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. VINEYARD RANCH (IB) �l.✓C✓oN/G� N/o��� 05-16-12 N JB •�oF� I/a"•P-0" J3 �7�s/c ns WITH ONE GAR GARAGE 13,�1 n/wRcwAeE of DF Awuwe�EAVEe FeRGWBER REeroua®�E Foa con Lu zE w u Au r EXACT e A� UD rlEPdORLEtTEM OF nu cDNCRETE FOOT Au F 11— BwAu ExiE m 6ELOW FraOBnWE vE x FY DE w ZI FoR BrrE c�o.WroGmo s wAF�oaOT,IE I1BE OF TIffSE DF2AWWG9 WRWG COH9TTaii. G1�iceB of r. Tw cm�our�nar oEek'N wn"4ix.eL T a w�THm�r>=u OLDir"oIcwe� u sr�e.�.�rmte rra oz�ae• (508)494-9b34 RIDGE VENT - 2X12 RIDGE ' 2XIO RAFTERS v I6"O.C. ASPHALT ROOFING ASPHALT ROOFING 1/2"PLY.SHEATHING IS-ASPHALT PAPER 15°ASPHALT PAPER 15•ASPHALT PAPER TYP.Ix'B BRAcIND ASPHALT SHINGLES I/2"SHEATHING ., I/2"SHEATHING ........... TYP.H2.54 TIES TYP,1.12.5A TIES DRIP EDGE DRIP EDGE 2XIOB .J.v 6 O.C. - — 5"GUTTER 5"GUTTER IX3 STRAPPING ® 5/8"F.C.WALLBOARD IX8 FACIA IX8 FACIA 5/8"F.C.WALLBOARD IX SOFFIT IX 60FFIT GARAGE 2X6'B IS 16"O.G. RIDGE VENT 2-1/4"VENT 2-I/4"VENT 1/2"PLY.SHEATHING 2XI2 RIDGE 1-3/4"BED MLDG. - 1-3/4"BED MLDG, HOUSE WRAP OR EQUAL - NOTCH FRIEZE NOTCH FRIEZE SIDING SIDING 2XIO RAFTERS v 16"O.C. TO RECEIVE SIDING. TO RECEIVE SIDING. 4"CONC.SLAB —• — 1/2"PLY•SHEATHING 15•ASPHALT PAPER ASPHALT SHINGLES TYVEK OR EQUAL Q ' 1/2"SHEATHING D /� l _ ® ® SHINGLE STARTER CROSS SECTION. (A) R38 INSUL. ® EAV LEAD FLASHING EA1/ COARSE IX3 STRAPPING M3 .SAVE DETAILS IX2 AZEK MI SAVE DETAILS 2X6 P.T,SILL 1/2"WALLBOARD CUT v IS '} ° � : A Q BEDROOM•8 UCB BRD, SILL SEALER , ° Lp 1/2"WALLBOARD •• OPTIONAL 2-•5 ROD BEDROOM•2 2X6'B v I6"O.C. ° TOP RING 2"CLEAR 3/4"T/G PLY. R21 INSULATION •A•.°d•e•. NAILED 4 GLUED. I/2,PLY.SHEATHING ° 5/8"XI2"ANCHOR TYVEK WRAP OR EQUAL •°' - BOLTS. SIDING _ %• - '° •°d'°- `--R30 INSUL, 2XIO'B v 16"O.C. °d'° ° ,°s•. ® 3-2XIO'S °d•e BASEMENT WATER TABLE DETAILS BILL BILL DETAILS 4"CONIC.SLAB RIDGE VENT CROSS SECTION (C) r 2XI2 RIDGE DBL,2X10 B G. 3 2Xa RaFT£RS®16"o.c. ° m ur o 0 0 0 1/2"PLY.6H£ATHING \� °° ° 15•ASPHALT PAPERS°o® ° m m m ASPHALT SHINGLES D `�I J p <� 2XI0 RAFTERS v 16"O.G. DBL 2XI0'B f®�P�y Z e� 2XI0'B v 16"O.G.IpnnI''—► 0 0 0 N v 1/2"PLY.SHEATHING 6,• • 2XI0 a G.J.v 16 O.G.. Q - -- — I5•ASPHALT PAPER - ul • R38 INSUL ASPHALT SHINGLES -"tea •.�• IX3 STRAPPING •}a, W 2XI2 RIDG£ IV 1/2"WALLBOARD 3 2X 'B 2XI2 RIDGE ��B W Bo•TOP U L7 ® 1/2'WALLBOARD LIVING - 2X6'B v 16"O.C. DINING R21 INSULATION v n +` 4 X Y1 I/2"PLY.SHEATHING A� ` HOUSE WRAP OR EQUAL p Bonon � O �"vi •'r °+° / J. DORMER J r 2XI0'e ISI6"O.C.-y SIDING " ME.4DER H •\, ,.• V• a G• _IL 3/4"T/G PLY. EXTERIOR MAN�ERe #. ° 1 II b 0 -_ NAILED 4 GLUED. DECK + �. \ v 30 INSUL. v Om °+ 0 ® 3-2XIO'B GIRD ROOF WINDOW ROUGHvS, �$ ff ff f4 Y3 9 3-1/2"CONC.FILLED—" ,. 3 2X12'B 4 LOLLY COLUMN. BASEMENT FRAMING DETAILS o .O ._ __ __ __ __ _ _ 4"CONIC.BLAB ROOF FRAMINCx PLAN __ _ TYP,BLOOKINb CROSS SECTION (8) TYP.2X6'B BUILDER JOB ADDRESS DESIGN ' DATE BAYBERRY BUILDING CO. VINEYARD RANCH (IB) (.✓(.✓(.✓oNJ�l/'7/©U l/ �OL fU V�oly�9 0 ��16 12 REVISION Is1oN DRAB BY •�'PA I4caLOE die Des[ ns ONE CAR GARAGE W (U LOCAL BE OF DRAW WG9 LEAVES PNRCII, DE86NS I IAY FOR SE H LIANCE WITH ALL !31 E%ACT SIZE AND REIISORGEHEiR OD ALL CONCRE�fi FOOTP109 (9)ALL FOOTBY+B SHALL EXTEND BELOW FROBTLME VETiIFT DET•iM. • F- LOCAL BUILDING CODES ANp ORDMANC F ,.B DE61GN5 FWY NOT 0E MELD RE6PONBiBLE I'918T TI DETERMINID BT LOCAL BOLL DMIO IONS AND ACGEPTeu c (I)V W LOCAL GI EB ELEFIENTB FOR DESIGN•BITE P.a GLuf mB (308J 494-�34 Z' FOR SITE COFIDRIONS OR FOR THE YSE OF TNFSE DRAWBY•8 DNRMG LONBTRUCTION. FitACTICEB OF CONBTRIICTON,VERY DESKrN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER Al-BIIILDIlYa OFFICIALS. fl�T 6AR,�(4TABLG MA.ONbG EXTEND HEADER TO KING STUD ' NAIL TOP PLATE (- +�= NAIL SCHEDULE :!'••"'`` TO HEADER WITH ® TWO ROWS OF IBd 8d COMMON NAI AT 3"O.C.AT 3"O.C. LS I EV R DG ENT ❑❑ r 2X12RIDG E ❑❑ El 11 9 J(1 o °2X1 A I O RAFTERS 6 O.C. � FTE'R m 1/2" F SHEATHING 2 5/ a ROOF S EATH NG - 8 ANCHOR T WITH �'IJs���I I1I G OR BOLTS❑a000 _m 3"X3°PLATE WASHERS 15 ASPHALT PAPER Q Q❑ ASPHALT SHINGLES m � n ' t14 6'-On 2'-6a "2 .R SHEAR SHEAR HEAR SHEAR SHEAR SHEAR WALL WALL ALL WALL WALL WALL w e• a 24'-0" 24'-0" Iq'-0" WALL LENGTH- 24, WALL FULL HEIGHT SHEATHMGF 13_-4-4" FULL HEIGHT SHEATHING -TFSHE,� SHEAR WALL FRONT ELEVATION •^�•°°.e °n °°�°�•°6,.,A.. — - ® R38 INBUL. I I I e e IX3 STRAPPING ACTUAL SHEATHING. 5 -% ACTUAL SHEATHING=JJS_% e e e Q 1/2"WALLBOARD (Mln,Requlred_'p___%) I I (M 42in,Requlred. %) I •°0•e .°0•e•.ed•s°�d•° RATIO. 1.15 RATIO, 1.15 - '' '' I/2" AR _ EDGE NAILING-�O.C, EDGE NAILING- 6"O.C. 2X6,s-16"0.d. BEDROOM•I BATH • �' -'FIELD NAILNG•J'y O.C. LFIELD NAILING-�o.C, GARAGS OPENING DETAILS - R21.INSULATIO ----------'—_J . _—_-----•---•J _. - 1/2' OSB SHEATHIN HOUSE WRAP OR EQUA 3/41.T/G PLY. - SIDIN i NAILED t GLUED. -------------I - - WALL LENGTH- 34' L FULL HEIGHT SHEATHING-• j _' - �R30 INBUL TRIPLE 2XIO's + .ACTUAL SHEATHING.-,1—% - - 2XIO's 0 16"O.C, Mm.Required-o-%) RATIO.1.15 - EDGE NAILING--AC-O.C. I - _ m .BASEMENT FIELD NAILING-J2_O.C. - L•---•-----•--- 4"CONIC.SLAB \ ; r:SHEAR' r. `.,WALL ':.!.?.'•r,.'.'. ...'.•`.'.-WALL ''.'.i.'.•).' .'.`..'.'.r,'. '.'.'.`i.: CROSS SECTION (D) 77 34'-0° - .. SHEAR WALL LEFT ELEVATION .-WALL LENGTH- 2Y , _ .-WALL LENGTH•1riZ----, FULL HEIGHT SHEATHING•JL-•4: D I R .' ACTUAL SHEATHING--AS9-% a ILL HEIGHT SHEATHING ' (Min.Required %) n ACTUAL SHEATHING---4A-% , RATIO. I.15 I, (Min.R®qulred�_%) I _ EDGE NAILING---4_0.C. I RATIO•-LD-- - 'FIELD NAILING-JZ•O.G. (EDGE NAILING--&_O.C. L_—_ _—_—_—_—_J LIELD NAILING-J2=o,G.-—- J _ :'. .i SHEA : l).uA LL ' - 111 SHEAR WALL. SHEAR WALL SHEAR WALL SHEAR WALL 62',O" SHEAR WALL SHEAR WALL _ RIGHT ELEVATION SHEAR WALL REAR ELEVATION BUILDER JOB ADDRESS DESIGNp�TE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDINGVIN A � ol�J�O 0 - - J,8 D�s1 ns CO. EY RD RANGI-! fiB) 05 16 12 • JB •.�oF� vq°r-0" g ONE GAR GARAGE R 8 m IRCNABE of DR6IUTNGS LEAVES PIIRCN M RM—DIBLE FDR CAMPLIANCE EX w N Au 2 ACT 1S AND EINFORCEMENT OF A CgNGRBTE (3) B FOO MG8 ALL FOOTI O�SNALL EX END ELOW F ROB L NE vt U,DE­.f LOCAL BIILLDtNG CODES AND ORDMAN XS,B MIGN8 MAY NOT BE HELD RE8PON8(BLE MUST BE DETERMMED BY LOCAL WIL C ITOI AND ACCEPTABLE (4)V83F1'6TRI1CTl1RAL ELEMENTS FOR DESIGN"612E PA.GOX 1A9 (S08J- • 4 ��J ZI N P FOR BTf6 CANDTnON9 OR FOR THE Il6E Or TNEBE DRAWINGS INIRPIG LON8TRIICTON. PRALTOEB OF CONBTRIICiION.VERIFY DFBON WITN LOCAL ENG"•EER. WnNLOCAI ENGINEER 4ND BWLDMG ORICIALB. uswrBAQABriLLV2r i .. 1 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MRN ®CHECKMASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301,21.0 1.1 SCOPE COMPLIANCE U]/U7/� EXPOSUiRE 0 WIND ZONE WIND SPEED(}SEC.GUST).___.__.....................................................................110 MPH WIND EXPOSURE CATEGORY.___............................................................................8 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) �� ._'•..2 STORIES<2 STORIES�� COMMON NUHBBE OF NAIL SPACING ROOF PITCH. ......(FIG 2) ................... ........._ S-112 <12:12..�L_ JOINT DESCRIPTION BOX NAILS _ NAILS MEAN ROOF WIDTH, W____________________ ______(FIG 3).........._._......._....._..__.._... 34 FT<33' BUILDING WIDTH,W...................................(FIG 3).....................................1/°���.Ft<80' ROOF FRAMING BUILDING LENGTH.L.................................(FIG 3)......................................16FT<80' BLOCKING i0 RAFTERS(TOE-NAILED) 2-Bd ]-IDd EACH END BUILDING ASPECT RATIO(L/W)........................(FIG 4).....................................�C 3:1 RIM BOARD TO RAFTER(END-NALED) 2-N)d }U°d EACH Elm NOMINAL HEIGHT OF TALLEST OPENING)................(FIG 4)..................................... 6115<b'S'�L """""-'-"-' WALL FRAMING 1,3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS(FACE-NAILED) a•Ibd 5-16d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. STUD TO STUD(FACE-NAILED) 1-Ibd 3•I64 24°O.C. 2.1 FOUNDATION TYP,FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED/ I6d I6d IS"O.C.ALONG EDGES FOUNDATION WALLS HEFTING REQUIREMENTS OF le0 CMR 5404.1 fid COMMON•6'O.0 FLOOR FRAMING CONCRETE..,........................................................................................... _ JOIST TO SILL TOP PLATE OR GIRDER ROE-NAILED) 4�d 4-I0d PER JOIST �- P.1/16"WOOD .•"i,•••> BLOCKING TO JOIST(TOE-NAILED) (TOE NA LED 2-0d 2-I0d EACH END CONCRETE MASONRY................"".................................................................. STRUCTURAL PANEL BLOCKING TO BILL OR TOP PLATE - I ) }I6d 4-I6d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATION'' STRIP TO BEAM OR GIRDER(FACE-NAILED) }I6d 4-16d EACH JOIST ' —' ?, LEDGER • ;•' JOIST ON LEDGER TO BEAM(TOE-NAILED) 36d 3•IOd PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR 5/e"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY' i 3.16d 4-16tl PER JOIST �L \\ BAND JOIST TO JOIST(END-NAILED) BOLT BPACINGGEMM FN ,_._--..F PLA....-....-,(TABLE 4)................................. F IN. \ BOND JOIST To 0ILL OR TOP PLATE(TOEN4ILED) 2-Wtl 316tl PER JOIST BOLT SPACING FROM END/JOINT OF PLATE..__.___.(FIG 51._,___ ......_______________________.b_I2dN.C 6°-I,'�1L ROOF SHEATHING BOLT EMBEDMENTCONCRETE.....................(FIG 5)....._...._......._.._..._..........� .• .•i.•� BOLT EMBEDMENT-MASONRY.-....................(FIG 5)...__....._._...._.............._.._�M.>15 TYP.EDGE NAIL 9PACI ••i••i••a.'• -__. __ _ WOOD STRUCTURAL PANELS PLATE WASHER...................................(FIG 5)......................................>3'X3°XI/4°�L fed COMMON a 6"O.C.) •••"•'.•' .•' '.• RAFTERS OR TRUSSES SPACED UP TO 16"O.G. 8d K>d 6"EDGE/6"FIELD i 3.1 FLOORS \\ \ \\ \ RAFTERS OR TRUSSES SPACED OVER 16"O.L. 8.1 K)d 4'EDGE/4'FIELD ,.• ',.' ' GABLE ENOWALL RAKE OR RAKE TRUSS 0d IOd 6"EDGE/6°FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 180 CMR 55.00).................................. . '. RAFTER CONNECTIONS WR GABLE NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6)...................................... 'A FTC 12' NON- '`.TYP.WZ5 TIES P.HORIZONTAL DOUBLE GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6°FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)............................. LOADBEARING =>, NAIL EDGE(STAGGERED NAIL W/STRUCTURAL 01lTLOOKE(RS 87UD HEIGHT '` GABLE ENDWALL RAKE OR RAKE TRUSS ad- `OF, 4*EDGE/4°FIELD MAXIMUM FLOOR JOIST SETBACKS N/A UPL� •• PATTERN Ed COMMON,jX O.G. W/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR BHEARWALL.(FIG V.....................................—FT<d MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL \'. .. •'••'• �I ADBEARING SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 8)......................................—FT<d N/A HEGHT 20' P.ub•WOOD STRUCTURAL STUD WEIGHT CEILING SHEATHING FLOOR BRACING AT ENDWALL5.......................(FIG 9) ................................................ VERTICAL PANEL BREATHING GYPSUM WALLBOARD ad COOLERS Y EDGE/lO'FIELD FLOOR SHEATHING TYPE......--------------------...-(PER 100 CMR 55.00)..............................- �I MAX.WALL WALL SHEATHING n ,; FLOOR SHEATHING THICKNESS.........................(PER 180 CMR 55.00)....__ _-.---_--. 3/4 IN. '•�•. _ • > HEIGHT K)' . FLOOR SHEATHING FASTENING------------------------(TABLE 2)_B d NAILS AT 6T' IN EDGE/2_IN FIELD >'"• .VERTICAL EDGE NAIL WOOD STRUCTURAL PANELS SPACING(ed COMMON 9ND9 SPACED UP TO 24°O.G. Bd IOd 6'EDGE/a'FIELD O.C.) In'AND MIN"FIBERBOARD PANELS Bd - 3"EDGE/6'FIELD 4.I WALLS ••'..; '.•; 1/2'GYPSUM WALLBOARD WALL HEIGHT 9tl COOLERS l°EDGE/t0°FIELD •. �I' " . LOADBEARING WALLS.............................(FIG 10 AND TABLE 5)....................... 8 FT<10' •>. •• I FLOOR SHEATHING -' P.FIELD NAL SPACING NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 5)........__.._.._....__.�-FT<20. :> ".> :'-• 8d COMMON o_O.G. WOOD STRUCTURAL PANELS WALL STUD SPACING.................................(FIG 10 AND TABLE 5)...................Jr-M<24.O.C.�L ••'••• •• ,•• ,•• - I'OR LESS ad IOd 6'EDGE/a'FIELD WALL STORY OFFSETS...............................(FIG 1 a B)..................................._FT C d.N/A i ° �> • •••; GREATER THAN I• IDd IOd 6°EDGE/6°FIELD 4,2 EXTERIOR WALLS' .... WALL STUDS .',. GENERAL NAILING SCHEDULE LOADBEARING WALLS.............................(TABLE 5)............................2X 6 -JapFT-Q.IN LATERAL •i - . NON-LOA05FARING WALLS.........................(TABLE R 5)...-._.......-_.__.._.._.._.2X 1Z-jl-FT�M�L •> GABLE END WALL BACING) .' e > ,<�, • °>' FULLLL HEIGHT ENDWALL STUDS......................(FIG ID).............................................. �� ° •• e ' WSP ATTIC FLOOR LENGTH.........................(FIG 11).................................... FT>W/3 N/A a .°d•e. D'e ',• D•e D•e . e L. w ° GYPSUM CEILING LENGTH(IF WBP NOT UBEDA........(FIG IU..................................._FT>0.9W N/A ° ° � � S• e i - �u�(a� > V AND 2X4 CONTINUOUS LATERAL BRACE s 6 FT.O.C.(FIG II)............................................... •°,°dn .°On SHEAR �'.°d•e•.°dro• ' OR L<3 CEILING FURRING STRIPS•Ib SPACING MIN.WITH 2X4 BLOCKING e 4 FT,SPACING IN END__._..--_,_. •, . ° <•, < > ° ' DOUBLE TOP PLATE N. ° . JOIST OR TRUSS BAYS.......................................... • ° e DOUBLE TOP PLATE a °• 9 O.G.MAX. a • ' 34°O.C.MAX. - 6•e 1•e d•e 'e.°d•e e• SPLICELENGTH.................................(FIG B AND TABLE 6)...........................��FT_1L_ STUD SPACING.. .�. STUD SPACING - SPLICE CONNECTION(NO.O-I6d COMMON NAILS) (TABLE W....................................... 8, �L .,! •,! °• ♦• - •,!• •,• LOADBEARING WALL CONNECTIONS A...°D,e•.°6'. `D•e •e.ale.°d•e .°A, .°D••' LATERAL(NO.OF 16D COMMON NAILS)............(TABLE-1)........................................ _2_ �� •.. •. • •. e ,. ° •. NON-LOADBEARING WALL CONNECTIONS • e. e •! e,� e! e,!< •• - LATERAL(NO.OF I64 COMMON NALB)............(TABLE e).......................................-� ° .°d'e.°D•e 'e.,A.. .,A.. DOUBLEHEADER LOAD BEARING WALL EC OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE TO HEADER SPANS.................................(TABLE 9).............................$}T QIN.C 11'LPL •. . SILL PLATE SPANS...............................(TABLE 9)..................__..._.....$_FT n_IN.C 11, '/ FULL HEIGHT STUDS(NO.OF STUDS)........L......(TABLE%)....................................... % �1L MAXIMUM WALL STUD HEIGHT , STUD SPACING , FULL NON-LOADHEADERBEARING EARI 9WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) RAFTER CONNECTION AND WALL SHEATHING - BNp T ..................(TABLE 9)._._.._........._............_5__FT 4 IN.<I2' V�� BILL PLATE SPANS..............................(TABLE 9).............................—T'.FT_j. IN.<12' FULL HEIGHT STUDS MO.OF eTUD9)...............(TABLE 9)....................................... 3 REQUIREMENTS AT EACH END OF HEADER OUBLE JACK STUD EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANromv° MINIMUM NUMBER OF MINIMUM BUILDING DIMENSION.(W) HEADER SPAN HEADER UPLIFT LATERAL WINDOW SILL PLATE NOMINAL WEIGHT OF TALLEST OPENING................... (B.S.�L - (FT.) SIZE STUD IGHT (LB.) (LB.) SHEATHING TYPE................................(NOTE 4)..........................................IZ v EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)......._._.........—M,— 2' 2-2X4 I 2 M 132 .. ._. _... ...._ .___. _... ... ..-....... FIELD NAIL SPACING.............................(TABLE 10) ..__..._........._.............- __SIN.= \BEE PAGE 4 OF 5 3' 2-2X4 2 416 Iw SWEAR CONNECTION(NO,OF 16d COMMON NALS) (TABLE 10)......................................� / 4' 2-2X4 2 554 264 %•' PERCENT FULLHHEIGWT SHEATHING.................(TABLE 10)..........................--........—% 5%ADDITIONAL 5REATHING FOR WALL WITW OPENING>6'8'(DESIGN CONCEPTS2......................... V 5' 2-2X4 3 6133 330 MAXIMUM BUILDING DIMENSION,(L) _ 6' 2-2X6 3 831 356 i.__. ;............. .............. .. NOMINAL HEIGHT OF TALLEST OPENING 2.......................................................�.<6'8° � � _ _._____._ T..._____ SHEATHING TYPE...............................(NOTE 4)..........................................Ia 1. 2-2XB 3 910 462 ,. ,.° ,.° •.e •.a EDGE NAIL SPACING.............................(TABLE II OR NOTE 4 IF LESS)...................._IN._ 8' - 2-2XI2 3 1,108 528 'e .°dn d•e •d•e Da.. d; .°dn .°dro .�d•e.°Dn.°d•� FIELD NAIL SPACING.......................__._ (TABLE IU......................................._N. ° • •>. ° •: ••. •>. e •. -' �SE'E PAGE 4 OF 5 9' 3-2X10 3 1,241 5S4 >, a •, °• ; .• w.\e,• d•> a, •••a SHEAR CONNECTION MO.OF I6d COMMON NAILS) (TABLE IU_______________________________________— C ° !5•••. .e,'•�E••°,!° e •p PERCENT FULL-WEIGHT 5REATHING (TABLE ID......................................_% 10' }2XI2 4 1,38S "0 •e•.°O•e .°D•e°. d•a d•e•.°D•• °A•. w.. w.. D'e•. 0•e 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8'(DESIGN CONCEPTS).......................... II' 4-2XI0 4 1524 l26 • •• • : • > TYP.ANCHOR BOLTS AND •> e,� e,• e,� e,�° a,!° 3°X3"XI/4"PLATE WASHER. ° '> - WALL CLADDING - RATED FOR WIND 6PEEDT................................................................................ N/A ro .°D•e .°D•e.°dn.°D•e .°0•e d•e dro do. do A. .° TABLE S. WALL OPENINGS — HEADERS ° ° .• .• a .• ° ,>. .•. ,. .�. 5.1 ROOFS °.+ °.' +° '.' °. <,e e e ROOF FRAMING MEMBER SPANS CNECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) --�y/- IN LOADBEARING WALLS a d•e d e.°dro.°d•e .°D a .°d'e .°dn .°dn.°d•e.°d•e ROOF OVERHANG...................................(FIGURE is)..............]11L FT(SMALLER OF 2'OR L/3�G� TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: ° •'° PROPRIETARY CONNECTORS .°d•e .°d•e .°d•e.°d•e.°0•e.°D•e be .°d•e.°d•e d•• REQUIREMENTS OF 180 CMR 930L2,1.1 ITEM 1.IF THE CHECKLIST IB MET I EXCEPTION NOTED IN E TO COMPLY WITH THE ': s '•' a '>' e''�' A ': '' •' '' _PLf N/A a •_ e • a ': e > e UPLIFT.......................................(TABLE 13).....................................U• I. THIS CHEKLIBT SHALL BE MET IN ITSENTURETT,EXCLUDING THE BP MET IN ITS ENTIRETY THEN 1HE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L•_SLF N/A AND HOLD DOWNS ARE NOT REQUIRED PER THE UFGM 110 MPW GUIDE: SHEAR.......................................(TABLE 12)......._.................._......- S•_PLF N/A A:STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 132................................T._PLF NIA_ B:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 201..............2-l(Z FT<SMALLER Of 2'OR L/2 C:UPLIFT STRAPS PER FIGURE H TRUSS OR RAFTER CONNECTIONS At NON-LOADBEARING WALLS PROPRIETARY CONNECTORS D.ALL STRAPS PER FIGURE 11 I E:CORNER STUD"OLD DOWNS PER FIGURE IBe AND FIGURE ISb UPLIFT...-....................................(TABLE W.....................................U.--LB. N/A 2. EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SMALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL44EIGWT SHEATHING LATERAL MO.OF Ibd COMMON NAILS).__.__....(TABLE 14).....................................L•,B. N/A REQUIREMENTS SHOWN IN TABLES 10 AND II, I STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER 180 CMR 58.00 AND 99.001..._._._-.-_.-..._.... 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2°IN.NOMINAL THICKNESS PRESSURE TREATED-,GRADE. ROOF SHEATHING THICKNESS................................... .......................... 1/2 M.>VI6'W6P 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT rULL-NEIGMT ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. V SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN //�//j DATE REVISION AGE DRAWN 8Y P SCALE BAYBERRY BUILDING CO. VINEYARD RANCH (IB) Coll 05-16-12 • .113 *_5 OF v4"•Po" J8 D�slgns " ONE CAR GARAGE WI (U PURONASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WRH ALL !11 EXACT 6U0-10 REINFORCEMENT OF ALL CANCRETE FOOTINGS 01 ALL FOOTSOS 6—EXTEND BELOW FROST-VERIFY BU 1- LOCiy ILDING 9D'EO AND ORDINANCES,. DESIGNS MAY NOT BE M RESPONSIBLE MUST BE DETERMINED BY LOCO SOIL CO>�RIONg A-ACCEPTABLE <4)VERIFY BTRUCTURdL MEMENTB FOR DEBIG..BISE Po�� (5�6J 494-9534 zFOR SRE-Off-5 OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION PRACTICES OF CONSTRUCTION VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCO ENGINEER AND BUILDING OFFICIALS. AEHTGaRN9TABLE Md C2Be8