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HomeMy WebLinkAbout0166 SCHOOL STREET } ��� ��� �� � r �, �� r' I Town of Barnstable Building Department - 200 Main Street t M Hyannis, M2 4 601 16,E (508) 86 0 RFD MPS a Certificate of Occupancy Application Number: 201101527 CO Number: 20110139 Parcel ID: 020071 CO Issue Date: 09/08111 Location: 166 SCHOOL STREET Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: ROGERS & MARNEY, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Dat Signed ,d-��� 1 1 1 ���� . `�S __.� I �SHET ¢ TOWU BARNSTABLEBUilding Application Ref: 201101527 BAANSTABLE, Issue Date: 04/05/11 ' Permit 9 MASS �ArFO 3�s`�� Applicant: ROGERS&MARNEY,INC - Permit Number: B 20110643 Proposed Use: SINGLE FAMILY HOME Expiration Date: 10/03/11 Location 166 SCHOOL STREET Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 020071 Permit Fee$ 1,275.00 Contractor ROGERS&MARNEY,INC Village COTUIT App Fee$ 100.00 License Num 164688 Est Construction Cost$ 250,000 r Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD TWO BEDROOM HOUSE AFTER TEARDOWN THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN-MADE. WHERE A CERTIFICATE OF OCCUPANCY.IS REQUIRED,SUCH Owner on Record: PETERSON,GEORGE S BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 193 INSPECTION HAS BEEN MADE. WENTWORTH,,NH 03282 Application Entered by: .RM Building Permit-Issued By: ',,,✓// tC �y > THIS PERMIT CONVEYS NO RIGHT.TO'OCCUPY ANY,STREET,ALLY OR SIDEWALK:OR ANY PART THEREOF EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLY PERMITTED:UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLY,GRADES AS WELL AS DEPTH AND LOCATION OF-PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF'PUBLIC.WORK&— THE ISSUANCE, F;THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDNISION-RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: „ 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4:PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.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). s, 777u BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 46W ok 6 a 7 a �. i<e�Srs�tJ OAK 3 1 eating Inspection Approvals Engineering Dept' Fire De 2 Board of Health 1l D .l cam- •t� „ r ` 'ow n- of fan istgble Regulatory Ser ces , t "gam Thomas F. Ociler, Director , Building Division Thomas Perry,'CB O,Building Cora=ssioner 200 Main Street, Hyannis,MA 02-601 ... www.town.barns-table.rra.us•. • - r Officec 508-862-4038 Fax: 509-790-6230 PLAN 'VEW Al? 42 ollc S�?7 0 caner:- Map/Parcel: Qa I Pro ect Address . Builder: 1 The following ifexns were noted on reviewing: WrIxb O-WS S-!le-fz. 7�i3 MIJ LASS, /30-eroa,A_ (5 l fs SwQE oC� a� ►2. d . (x ��--n. :��sl��� GV�- �� '/lip-t�c--�s ��rL �i°� • E i Reviewed by: Date: y G% • tHE - T Dem" 0 ° TOWN OF BARNSTABLE Permit * BARNS TABLE. . y MASS � 1639. ArFC .i a Permit Number: ` Application Ref: 201101525 20110644 Issue Date: 04/65/11 Applicant: Proposed Use: Permit Type: -'PRINCIPLE BUILDING DEMO Permit Fee $ 125.00 Location 166 SCHOOL STREET Map Parcel 020071 Town COTUIT , Zoning District RF .. Contractor ROGERS 8t MARNEY, INC Remarks �, . , DEMOLISH EXISTING RESIDENCE Owner: PETERSON, GEORGE S Address: PO BOX 193 WENTWORTH, NH 03282 t Issued.-B,y• RM POST THIS CARD'SO THAT IS VISIBLE FROM THE STREET TOWN OF BARNSTABLE Building Department - Foundation Permit Date o V o s-Itz Permit # ZO ( ( O l SZ- 7 Name A1&vC64x0ex I—R-0&EAe. 4- AAA K At- w Location /(O 6 &WcwbL J ""ro` sp. of Bldgs. Iµ�R" �8tcic� /'/n 4 1 N � �� �i�.C.F 0� �6 ti � `a e O� s S � � -�� ��-� � a .. N-.. � 0 � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Q20 Parcel C7 Z Application ' N p t Health Division Date Issued ) Conservation Division Application Fee Planning Dept. Permit Fee >O, , CCU Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address (o(o SC 400 L STOZE7 Village CCTu iT Owner Address 39 u«Au4Jb Ave , Ccto n Telephone 9)b 4M 0302 Permit Request (p (Z�SlYJ1C C�pNSZ��G-t �, �'�lo rJ �R��NI �SI�J t�C,� wl`� l� �A1�Ea� �Nb ��c�•-• J Square feet: 1 st floor: existing Wproposed 1525 2nd floor: existing_proposed Total new 4 525 Zoning District 1Z�7 Flood Plain Groundwater Overlay 9 Project Valuation*2 G5,©OO Construction Type WOCotb Lot Size Grandfathered: ❑ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure -1 1 Historic House: ❑Yes 4No On Old King's Highway: ❑Yes No Basement Type: iIFull ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 525 Number of Baths: Full: existing new '2- Half: existing new Number of Bedrooms: I existing 2-new Total Room Count (not including baths): existing 4 new 4 First Floor Room Count 4-- Heat Type and Fuel: �f Gas ❑ Oil ❑ Electric ❑ Other Central Air: 16 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ ju j?.3 Attached garage: ❑ existing knew siz _Shed: existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��25 M u�� C NC Telephone Number 15b8 420 Address To ec"A. 3lo License # (01CN 1 C�S-l�t2V�cL� M A ©2(� j Home Improvement Contractor# I(o 4 68F Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN�S O � 5C1 SIGNATURE DATE ��ZS• I FOR OFFICIAL USE ONLY t APPLICATION# $ATE_ISSUED L .:.MAP_.-/PARCEL.NO t,r: �} R -ADDRESS- VILLAGE OWNER DATE OF INSPECTION: , '> 0iFOUNDATION' FRAME 61� WINSULATION}a r'k. itJJ a :, Flo Asr /'f i fy.--` ' f FIREPLACE ELECTRICAL: ROUGH FINAL s .. PLUMBING: ROUGH FINAL GAS ev ROUGH »s max- + _` FINAL �fJNAL BU_ILD.INGs�.: _J& b rl tQ ok w� #4,re 5j•, ,�_DATE;CLOSED_OUT;.�._� a: { ASSOCIATION PLAN NO. r •r i of r Town of Barnstable -Regulatory Services r 9T"gam Thomas F. Geiler,Director `65 -.� Building'Division " Thomas Perry,"CB O,Building Commissioner 260 Main Street, Hyannis,MA02601 www.town.barnsta b le.rn a.us Offices 508-862-4038 Fax: 508-790-6230 LAN RE VIE W AlpP 02 owner:-. ► Map/Parcel: ow Qad Pro jest Address mw_ Builder: PIWX�5-t I l 1- The following iferns were noted on reviewing': " W rA4 onus a71c-ra- 7c-A 6 M AJ LVSS i3a Me A&- �s Reviewed by: Date: r u. *S�,LOFTy�# (ITV� �.*'�t�.e 40t�4xY�# ` • COTUIT . ttLeX ettxtxtten# * FIRE DISTRICT v� 1926 �, 4300 FALMOUTH ROAD, P.O. BOX 451 nru0`g, COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 March 8, 2011 Merle Bates and Curtis Newcomer 39 Highland Ave. Cotuit, Ma 02635 R Dear Mrs. Bates and Mr. Newcomer, - t a � The water has been turned off at the streetland'the meter has been disconnected at 166 School Street. Please call us the,morning of.the demolition at 508-428-2687 so we can remove the remaining,service.connection materials. . • � � f f i y t Sincerely, Chris Wiseman , Superintendent R• ' Mar. 1�4. 2011 9:40AM Nstar No. 8815 P. 1 NSTAROne NSTAR Way ELECTRIC Westwood,Massachusetts02090 ©AS , March 14, 2011 Curtis Newcomer 39 Highland Avenue Cotuit, MA 02635 RE: 166 School Street. Cotuit, MA Dear Mr. Newcomer: At NSTAR, we're committed to-delivering great service. This letter serves as confirmation that, as of March 10, 2011, the electric service to 166 School Street, Cotuit, has been removed. - Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781)441-3341. YTa ly, var s New Customer Connects "d nafiorialgrl March 25, 2011 1 Attn: Gary Souza @ Rogers and Marney Builders RE• 166 School Street Cotuit. Ma 02635 This letter is to notify you that the gas service located at 166 School Street in Cotuit, MA was cut off at the valve on 3/18/11. If you have any questions, please feel free to contact me @ 781-907-2921. Thank you, 47 Celeste Murphy Customer Driven Construction National Grid 40 Sylvan Rd Waltham, Ma 02451 781-907-2921 781-522-1056-fax# n P n n n u a u P " n _ " " Effective Date: March 25th 2011 a Western SuretyCompany P n u n u P u n u n u G LICENSE AND PERMIT BOND n " n P KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 24926104 " 9 n P Thatwe, Rogers and Marney, Inc. n u n u of the Town of Osterville , State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts , as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS ($1,000.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street bond for 166 School Street, Cotuit, MA by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until March 25th 2012 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thin $ days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sha 1 L eupo} t�lklieved from any liability for any acts or omissions of the Principal subsequent to said d ,a e s°•,o the number of years this bond shall continue in force, the number of claims made a r1s is bo maFthe number of premiums which shall be payable or paid, the Surety's total limit of I a !t shall not be ZX&ulative from year to year or period to period, and in no event shall the Surety's total li 1ty r VJai'rA ''exceed the amount set forth above. Any revision of the bond amount shall not be G � ty 4Z. 25th March 2011 n Dated this day of P n u n u n u n u " Ro ers and Ma ne Inc. n Principal n • u n �maaatE u G aD� Principal WESTE URET COMPANY ri • P n By Paul T.Bruflat, nior Vice President n n n Form 532-1-2010 u n n n n n n © - Western Surety POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America, does hereby make,constitute and appoint Paul T. Bruflat Of Sioux Falls State of South Dakota __ , its regularly elected Senior Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Bond Town of Barnstable bond with bond number 24926104 for Rogers and Marne Inc as Principal in the penalty amount not to exceed: $ 1,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 25th day of March 2011 ATTEST WESTE N URET COMPANY By L.Nelson,Assistant Secretary Paul T.Bruflaf Senior Vice President STATE OF SOUTH DAKOTA ' ss � •� ,, COUNTY OF MINNEHAHA "t`�a8889$64aee4g�� On this 25th day of March 2011 before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. tyhhy5hhyhy5hh�,yy�,�,yh�,g4w t s D. KRELL s s g � NOTARY PUBLIC E4S s ys,QbSOUTH DAKOTAa thyhhyyhyyhyhhhhhhhhyyyy t Notary Public My Commission Expires November 30,2012 Form F1975-9-2006 ��� ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 25th day of March 2011 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }444444444444444444444444} 8 S. EICH S AE NOTARY PUBLIC SE L 8 s SOUTH DAKOTA Notary Public—South Dakota }44444444444444444444444} ' My Commission Expires February 12, 2015 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C: ft E U w CZ z q A a o b 0 0 z w z a o > o 0 o ) w ¢ b COZU t c / ' AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind gone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)......................................................................................................................... 110 mph Wind Exposure Category.............. ..............................................................B 1.2 APPLICABILITY. Number of Stories(a roof which exceeds 8.in 12 slope shall be considered a story) stories <_2 stories Ll� . RoofPitch ........................................:.............:....................(Fig 2) ........................................... 9 512:12 MeanRoof Height ...............................................................(Fig 2)................................................. 11 ft _<3T r� Building Width,W...............................................................(Fig.3)......................I.........................�Qft <_80' _1G. Building Length, L:......................................................_........(Fig 3).................:...........::..................rcQ ft 5.80' Building Aspect Ratio(L/IIV) ...............................................(Fig 4).................................................1, O:5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................. <_6'8" _sue 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2):......................................:....................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete................................................................................................................................. ConcreteMasonry........................................ . . .......... ...... .................................................... ........... 2.2 ANCHORAGE TO FOUNDATION'`3 518"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general........... ..............................(Table4)...:..._....................................... in. Bolt Spacing from endloint of.plate................::......::::..(Fig 5) ..................................._�in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5):................................................. in.>_7" __zz Bolt Embedment-masonry.........................................(Fig 5)............................................. C> in.a 15 Plate Washer............................................---.................(Fig 5)..............................................z 3"x 3"x'/° 3.1 FLOORS , Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ......(Fig 6 .......t ft:5 12' . Maximum Floor Opening-Dimension............................. ( 9 )............:............................., � Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................ Q It 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.........::.....(Fig 8)..........::........................................ It 5 d !� Floor Bracing at Endwalls..............................................:.....(Fig 9)..........:........................................................ Floor Sheathing T (per.780 CMR.Chapter 55 ✓ ' Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(fable 2).. 'Z-d nails at in edge/ I,Zin field. !� 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig10 and Table 5 Non-Loadbearing walls................................................(Fig 10 and Table 5)........:;,.................�ft 529 Wall Stud Spacing .......(Fig 10 and Table 5 lr in. <_24"o.c.. Wall Story Offsets ........................................................(Figs 7&8)............:............................... Oft <_d �L 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls................:..:....................:...............(fable 5).:........:............:... _ _It_ Non-Loadbearing walls ................ able 5 Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)...:....::........:.....:...._...:..........:.:.......:.......... WSP Attic Floor Length (Fig 11):...............: ... Left>:W/3................................................ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..................:......................... ft_>0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c._:(Fig 11)............................::...........................1:... 4 or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4'blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate f Splice Length ........................................................(Fig 13 and Table 6 .... Z ft Splice Connection(no.of 16d common nails)..............(Table 6)..........:.............................................. -, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts-Checkflst'for Compliance(7so CNm 5301.2.1.1)1 Loadbearin9 Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails).. ..............(Table 8).................................... lG Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans. ........................................................(Table 9).... ............... .........K ft c) in.s 11, ...... Sill Plate Spans .....................................................:..(Table 9)...............................:..eft cO in.<_11' Full Height Studs (no.of studs)....................................(Cable 9)....................................................... v Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).---•--.:-.---.-.---•----.------:.eft d in.<_12' Sill Plate Spans.............. ...__............(Table 9)................:..:. 5 ft G7'in.<_12" ✓- Full Height Studs(no.,of studs)....................................(Table 9)..................:.....................7............... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously". Minimum Building Dimension,W Nominal Height of Tallest OpeningZ. ....................................... 6�<6 8 Sheathing Type................................................(note 4).....................................................(,—SP ✓� Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in. v� Field Nail Spacing....:.....................................(Table 10).................................................. iZ. in. v Shear Connection(no.of 16d common nails)(Table 10)....................:..•- ---:-.:............_..__...4 v Percent Full-Height Sheathing.......................(Table 10 �..� �. .1�...................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension,L ing2...::.............................::....................••-•••.........;0 8`�6W Nominal Height of Tallest Open . SheathingType..............................................(note 4).............................---•--•--•--........._.Cv5 P _ram Edge Nail Spacing......:.................................(Table 11 or note 4 if less)......................... 3in. Field Nail Spacing............................................(Table 11)..........:....... in. Shear Connection no.of 16d common nails • �{ ( ---)(Table 11).r........................... ... . _ Percent Full-Height Sheathing.................. (Table 11)c.. . .."1?!t? ..._l .l................_% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.......................:...................................... ......................... ................ 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) 4____ Roof Overhang ...............:...................................(Figure 19) ..............d::.. ft<_smaller of 2'or U3 _�- Truss or Rafter.Connections at Loadbearing Walls Proprietary Connectors Uplift..................................................(Cable 12)............................................U=3)oplf Lateral.............................................(Table 12).............................................L=! plf Shear...............................................(Table 12)............................................S==pff ✓' Ridge Strap Connections;if collar ties not used per page 21... (Table 13)...............................T Z9Z.plf Gable Rake Outlooker..........................................(Figure 20)............. O ft<_smaller of 2'or U2 A-" Thus or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................................... ......:..(Table 14)............................................U-_ Q'171b. O Lateral(no.of 16d common nails)...(Table 14).......................................L=�_rb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ �- Roof Sheathing Thickness..........................•-•-•----........ ..............................................n in.>_7/16°WSP� Roof Sheathing Fastening...........:.:..............................(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,.to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps peffigure-14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when n 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade: AWE"Guide to Wood Construction in Sigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 cNm 5301.2.1.1)1 - 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116n and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double:row of 8d staggered at.3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment VA-MTMEDGEREMSON . Fouts umsd awns 11 1 1 i 11 n t U II 11 1 m u [1 4 1 Q 11 -if 6 al • m n nZ z its hl a 11 a` It 11 rl • it ill-��__� y _ - MA&SPACM " See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in high Wind Areas: 10 mph Wind Zone Maissachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 1 � t_4 FRAMI k�NG EDGEHIANE 1 ! 1 _— ------- 1 / 1 i STAG 3'b1Nf WAt PATTERN PANE. PAWL MUMEMAILEXEMaAMMDETAL Detail Vertical and Horizontal Nailing for Panel Attachment. The Commonwealth of Massachusetts , Department of Industrial Accidents l, p Office of Investigations, rr = 600 Washington Street °{ Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeEibly Name (Business/Organization/Individual): Address: ��Q �9X �O =� �t4 S �£3Sl S''1 AA6�� V_OAV_-> City/State/Zip: \f M SST one #: A42-t (o bto e, e,440 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I- have hired the sub-contractors 6. New construction employees(full and/or part-time).* 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.$ 9.' Building addition required.] 5. ❑ We area corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑,Plumbing repairs or additions .myself. [No workers' comp. right of exemption per MGL .' 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no _°employees..[No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit°a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.' I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name Gf+z oaDk-.ASVAAL.Z`-( 41JSOl(.,Aoz . Policy#or Self-ins.Lic. #: \,N C Ooct(o act(p's+ Expiration Date: I Z(. Z1-z Job Site Address: (Q 6 SC.IIO :�I. S"XYM-V--'"j City/State/Zip: Ply k °02 ZeZvS Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against tlie violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi r the ain and p alties f perju that the information provided above is trite and correct. Si nature: Date: • 2�t ' �l Phone#: 5-UA5 42 9�0c(5 (048 $4C::�C> C_JLL Official use only. Do not write in this area, to be completed by,city or town official. City or Town: Permit/License# < Issuing Authority(circle one): 1.Board of Health 2.Building.Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.'Other Contact Person:. Phone#: i The following sub contractors are planned to perform work at 166 School Street for Rogers & Marney, Inc.: Northside Land Const. LLC..— Site Contractor(WC#2001W6188) Bouse House - (WC# 8436360) Bay Colony Concrete Forms, Inc. —Foundation (WC#WC0002466) John Daltario Custom Framing—Framing (WC #2001 W6396) David Cox, Inc. —Roofing & Siding (WC#UB-910X7422-10) Lafluer' Electric Co. (WC 7924574) Spencer Hallet.Plumbing, Inc. (WC# 15494F) South Shore Heating& Cooling, Inc. (WC# 500614701) Colony Insulation, Inc. (WC#) Blueboard Specialist (WC#UB-0194N848-10) Pat Kellerher Installations—Garage Doors!(WC#C46251362) Harmon Painting, Inc. (WC#J6189M) C Massachusetts-:Department of Public Safety Board of Building RcguNtions alid Standards Coi st'r.uction-Supervisor License c License CS 102999` Restricted,to- tl GARY SOUZA � , P.O BOX r2;1�1 r' �r� • �"COTUIT,.,MArU2635j { Expiration: 8M6J2012 ('ommissiune.'r` Tr#: 102999 i x . Of INE, Town of Barnstable Regulatory Services Thomas F.Geiler,Director r� E659. o <•��� 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 ABuilder I,�tS IV jJyl)C ��►6 as Owner of the subject property hereby authorize Qoc-;e�� M � 1 Nc— to act on my behalf, in all matters relative to work authorized by this building permit application for. a { 1(40(0 SCVfQQL� vZ�22�1 GD (Address of Job) Signature of Owner Date Print Name If Proyea Owner is applying for pemut please complete the Homeowners License Exemption Form on the reverse side. n.cno.,rc-nuMcnvaa Ad recvim - a QUITCLAIM DEED I, GEORGE S. PETERSON, of Wentworth, New Hampshire 03282 FOR consideration paid in the full amount of Two Hundred Fifty-Thousand Dollars and No Cents ($250, 00.0 .00) FL GRANT to M.R. DUKES BATES, JR. and CURTIS NEWCOMER, I� joint tenants, both of 39 Highland Avenue;—Cotuit, MA 02635 WITH QUITCLAIM COVENANTS, those two (2) certain parcels of land, together with buildings thereon, situated _ at 166 School Street, Barnstable,, (Village of . Cotuit) , Barnstable County, Commonwealth , of Massachusetts 02635, more particularly described as follows : PARCEL 1: A certain small parcel of land situated in the Village of Cotuit in said Barnstable adjoining Lewis Pond, so-called, and bounded and described as follows : Beginning at the Northwesterly corner of the lot owned now or formerly by Vila A. Jones and the Northeasterly corner of the lot owned now or formerly by James Webb and by lot owned now or formerly by Wilton E. Linnell; Thence Westerly by said Webb' s land to said Pond; i*i66AC!iU6ETTS _TATE EX.CISE 1*01' ES Thence Northerly by said Pond 30 feet _`rn:'r;S AE-LE ::4ilhITY �`EGiTF"r' 0E DEED; 3 4, l'c-?I It 1 PtiiDQC Thence Easterly in a line parallel with fi4sj�0.00 r``'"' ° S*25 ' 00(1`01'1 described line 30 feet, Thence at right •angles Southerly 18 - feet; Thence in a direct line 12 feet from and parallel with• the first described line to a point 12 feet from the point of beginning Thence to the point of beginning. ""_" PARCEL 2 : A certain parcel of land situated in the Southwesterly part of Barnstable in the Village of Cotuit, near Lewis Pond, and being LOT NO. 12 on a plan of land of 7 t �r the Guimaquisset Land Co. , surveyed by E. C. Bourne in August 1901, said plan having been recorded with the Barnstable County Registry of Deeds. Said lot is bounded on the South by Guimaquisset Avenue (now called School Street) , 98 . 9 feet; on the West by Lot No. 6, 100 feet; on the East by Lot Nos . 7 and 8, 250 . 6 feet. Containing 22, 149. 2 feet . t The aforesaid Parcels are .conveyed subject to and with the benefit of any and all rights, rights of way, easements, reservations and restrictions of record insofar as the same may be in force and -applicable. For title, see deed recorded at Barnstable County Registry of Deeds in Book 24020, Page 206. Witness my hand and seal this I-"�l day of j ,�I>-t l�?.1 1_l 2011 . 1,12 GEORGE S PktERSON . �► 1 ' y': e STATE OF NEW HAMPSHIRE COUNTY OF SS wkr. _ s On' .this � � day of FED � 2011, before me, ' t`h'd undersigned notary public, personally appeared, George S. Peterson, proved to me through satisfactory evidence of identification, which was/were or [,v V 9Z 1 a.zP✓►AC 4 r,:II ? 1 , to be the person (s) whose name (s) is/are signed on the preceding or attached document, and acknowledged to me that he/she/they signed it vol tarily for its stated rpose. Notary Public' My Commission Ekpires : Town of Barnstable BARM.1.1; E, ` Regulatory Services 7 MASS. 0p Building Division prFO MAC� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /13F`e P4 Location 6 tU Sc Ak)M Sr C t Permit Number 2� ` 5Z7 Owner l C E'f�-S Builder (�Crs 05 �t- One notice to remain on job site, one notice on file in Building Department. The following items need correcting: y d1ti "T' � 4�Przct -i2 �( r 5 l/U G ( iu -(C CA �r- DjGS�T i S�r� C9Y o / C 4-76- G C_ GA) f ti a(-)w �J E7X—r ®'oe ok ?o 1JC u L► -rC Please call: 508-862-4-0-M for re-insp ` tion. Inspected by '�! Date a I 89'f 4ot 12 20„038f S.F. 0.146f AC. h I a I 104.9' E3 O i c� h I � I � 3I�( � 15.T #166 ; t Exist. Fdn. I TOF=44.2 I i 27.0' Gar. _ 15.0'lE 51.1'� I i 10.96' IQ 15.0' 30.0 S " C'/yo, STREET ADDRESS: #166 SCHOOL STREET, COTUIT TOWN OF BARNSTABLE ZONING ASSESSORS MAP 20 PARCEL 71 BY—LAW OWNER: GEORGE PETERSON DEED REF.: BK. 24020 PG. 206 ZONE RF" PLAN REF.: PL. BK. 15 PG. 67 LOT 12 SETBACKS FRONT = JO' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SIDE = 15' KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION REAR = 15' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ___OF_._7HE=ZONIN.G.BY-,LAW F,-OR__THE-..TOWN�OF_BARNS_.TABLE. -..� PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED �P_ZHOFMASS, ON THE GROUND. �� TERRY ti��� 'SAS-BOIL T" WARNER PLOT PLAN THE FOUNDATION DEPICTED ON THIS A� No.3887721 IN PLAN WAS LOCATED ON THE GROUND ss No BARNSTABLE, MASS BY SURVEY ON MAY 6, 2011 AND (COTUI T) EXISTS AS SHOWN AS OF THE DATE. OF LOCATION. �(; SCALE. 1"=40' MAY 9, 2011 THIS PLAN IS-FOR PLOT PLAN 7 TERRY A. WARNER, P.L'.S PURPOSES ONLY. 22 LONG ROAD HARMCH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 11-122AS I 1 ti 1 PROJECT NAME: U< <� � - �� 'n ADDRESS: 2�p` SGh� ST c 0=62-` PERMIT# Z C7 1 I J &J 7`" PERMIT DATE: �J M/P:_ LARGE ROLLED PEAKS ARE IN: BOA SLOT v3 Data ente' r' ed-,in,MAPS program on BY: SMOKE DETECT I. OR REVIEWED `* BA STABLE BUILDING DEPT, D E ° , PIRE.DEPART r� MENT ---- ����N, a _ k . 90TN S/GNATURES ARE RE6U/RE6, bR PERMTT/NG • .M _.— N- � -- r f `AJAR,:,C f„ r w r r. a , S• ' 3 I ... _. .... .... ............ _.....:.... .-_. _ ... p - _ _ __1 x e. n ' c �• �21«1-� V� ^"LcRsi �r4�Il GN ctnorc aoas sq Boa C�GAr `lame p"wL3 r& a l� - CpA1C D v r k� ew MAR Nip`L �'{OrT n '4.[i. { '�` .•. + jF it _ WkKENZ1E bL 5 e IVe/G V-4 - y�,�� -- s t»v. - " - �"7'- a' 3.ffFaee en eid.,as4w.W ) I �•,,•.� t.• iV6t47` 1t, J�1 , 9 :. r a ... 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I --=t- - UBA4tNJ6NT I .. i ,tv-sr.-YAFu. ._-►4Yopc _ O _ Ir . 300o If,wax 0 I D' � ..I fA<F�Y P a'R°/Y' � .__ai-9%". .. _ o z�Y4-;I.. _ - - l'-o'K Co'�b°F'E,AWGWAII ' 91M aANr�lR I -'� •�� i _ ,• � _ _ - � � ' �� : I _ I I — $ 6 4x4 l�6'1 i �=-ice I s e cofx. B•K,�lo'ao.x.+AusCnr) D mcao r boas - c 3 • (' _ _ I_ awl-y(Tvr) ' 1 I . :r � ��- °:suurlN b4+wE - , yy F p y _ I �' I i n Jam_.. -�- n ou v,n � Sy h BEAa,N6 Ll-�vN ! - i 7 I I I I i I eV 1 5PW�ZKC�*4.SLAM twx : I y ppr�� r�.'1 pyy ; I •. • � e ! ` I O x _ � _ .I s �I1 • � I. I I I I I I I '' ! • I` I I .I �! I I CL .._— Z'Rlb,P Il.b,l txl2R ff I� II Ttp eF WALL I * I - I _ t I , C 0 ti\ I ! 9 I I loaf-5�. � '. •. I .I t �n�y I _ _� __ ._ ._ _._ ... _ _ .._ ...1 `''SEA-1 • -{�--�— I .y N xab - -- I oN 14•x'ZCrF TIAW -r - ('r'(':ll. .. � �lb'O.C• ; ,O y :.��a cxr�sae �. - _.Y.. W/'th B16 Faor b',.IZ�r,wtr _ -- --- o.tl,ta-+xt q -- . 1- - -� --' -- � _ 6xro pSRaa-r (rre) _ � � .. I �,I -ilt =(3)klfa•�(z)ycksTupS - j 1�,Ip. I �,_Z. 2,.b� ql.�' �-'•"� � I j9��„41 14'�,,. .----....., ....�`:o" .. . _ CO) 'HCA1 tetccTcrCb li i n i °:dr�kEool-3ZIZP.E"-1 , �u11 i �� t) � � � 49ye ,"C 3/ZL/// .c.a:l4,rt 1•.a, ....erm n:; c„u, ' 5 .;I „ • - .n. ... Ica` PU�o12pu ' « - •: - s21�J FOl��1DA,1 PLAN , T CONT.RIDGE PENT IECC2009 RESIDENTIAL ENERGY£EFFICIENCY DETAILS � / � - 2x 6ti 4i 16'os CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TYP.ROOF CONST: TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ' " 2.12ROOF RAFTERSO ISill.. FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL _ rr cox PLvwooO aooF SHEATHING Vn cuvB U-FACTOR U-FACTOR R•VALUE R•VALUE R-VALUE R-VALUE R-VALUE R-VALUE •ASPHALT ROOF sHINGLEs ° AB FELT PAPER s« - i f 11'HIR GATT INSULATION T 30' 10/13-` 10(2 FT.DEEP) 10/13 Y , < SLOPED CEILINGS(R=3fi)" - - 0.35 0.60 38 20 + .' f 1. " - -11'BATT INSULATION - NOTES: 2�FLAT RIDGELBIO"�ARo 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. �'e SIMPSON H25 HURRICANECUPS 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 2.12.(o IT. '« "•IC o WATEAT ALL R SHIELD OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL .- " 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS WIND WASSHSARRIERSN RAFTERS r _ - 2.ft IV.� ATTIC NAILING SCHEDULE TOP OF PLATE 2.- .71 - n1 _ 110 MPH EXPOSURE B WIND ZONE NEW i r GYP.BOARD Y COW.ALUMINUM ` a" JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING TYP.WALLCONSA ONix3srRAJ'NNG .' S0•TYPExFIRERATEO soFFITVENTs 16'oc By BOAR ON WALLS ' )' 1.2x6STUD8®16'o.c. ,ti .f q, ® .DEICING ROOF FRAMING: • - 2.1IP PLYWOOD SHEATHING ..__..._ .. .... _...._.. .... .. ...._.... _.. - .. s¢ ) . 2 8a + 2-16d EACHEND 3.1rZGYPSUMBSATT INSULATIDN CLOS. BLOCKING TO RAFTER 170E NAILED) � + � �...R � � r' ., ,. RIM BOARD TO RAFTER(ENO NAILED) 2-I8tl 3-16tl EACHEND <.'Z 4.12SHINM SIDING . I• ,LIVING :�[e 1 GARAGE o .S.W.C.SHINGLE SIDING WALL FRAMING: ..._..__. _ ......_ .._.. _.... ... ._... _...-. .._ ._...... ...' ...< 6.TYVEK VAPOR BARRIER } :4 ....__...__.__... __-........ 4-16C 5.18tl .AT JOIMS :y T POLY VAPOR BARRIER(INTERIDRI ,' Ii ' _ . «• £n ) TOP PLATES AT INTERSECTIONS(FACE NAILED) - « - } TO STUD FACE NAILED) 2.16 d 2-18d 2A'D c ` per, f.„ Yd'FLOOR- LUED L+ A l F STUDWOOD ( tStl - IT'D ALONG EDGES - SUBFLOUR-OLUEDB NAl1.ED t _ HEADER TO HEADER(FACE NAILED) 186 , FIRST FLOOR -.6'CONC.do 6 iL6 c FLOOR FRAMING. ... :.., BUBFLOOR ' .___S _. _......._. ... .IRDE_. ........__..... ....-._.. .._._...___. ... � L JOIST TO SILL,TOP PLATE OR GIRDER(TOE(JAILED) Odd 1-10d PER JOIST . 9 1?I JOISTS POLY VAPOR BARRIER + ° 2dtl •• 2-10d EACH END .. • ---_- - BLOCKINGiOJOISTS(TOENAILED) - s. - 32x 12 GIRT r +/ 4 BLOCKINGTOSILLORTOPPLATE(TOE NAILED) - 3-16d 4-t6tl -.„,, 'EACH BLOCK .y "`.' ,) .^. NEW P.T.2+651LL"' , 9'BATT INSULATION(R=30) f.. `� v LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 'y 4-1fid, EACH JOIST - - -'W/SEALER JOIST ON LEDGER TO BEAM ROE NAILED) 3Ad 3-10d a• PER JOIST _ BAND 0.LEDGER (END NAILED) 3-16d = 4-1 Sd PERJOIST ,#., �' NEW FULL 31/2 DIA.STEEL ' J COLUMN` ° LALLY N i 4 BAND JOIST TO SILL OR TOP PLATE(FOE NAILEDO 2.16 d 3-18d PER FOOT •'"`' �y BASEMENT. a ".4 ._._... S TYP B'CONCRETE FOUNDATION ROOF -_-- WALLSW/44VERTICAL 0AR8.„ 4 i - I - '1 T WOOD STRUCTURAL PANELS(PLYWOOD) -+ - - - - « AT 4B'P.c..GT FROM OUTSIDE s r Bd 10d 6"EDGUV'FIE LD +'. FACE OF WALL,GRADEODGAMRS RAFTERS OR TRUSSES SPACED UP T016"o.0 - - - RAFTERS OR TRUSSES SPACED OVER IB'o.c. Btl ;,Otl4"EDGE/4"FIELD _4 GABLE ENO WALL RAKE OR RAKE TRUSS W/O OVERHANG Sd 10d 6'EWEAi'FIELD Sd -. 1Od WEDGEWF1ELU ' GABLE ENO WALL RAKE OR RAKE TRUSS j - • . WI STRUCTURAL OUTLOONERS - DAMP - - -•. ....TYP-3P x3Px12 4 r tOtl d'EDGEId'FlELD •r BELOW GRACE S I. I , ! d.•+ "M GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS �4 Bd _ � : ' + - � - '. _ BELOW GRADE <. :..,. CONC.FCKITING3�<-____J ,i .: � J Jr.. -.,: .'•. .. r e CEIUNGSIffATHING:.__..... ...... ... ..... ...... .. .. ..__..- TYP.8'.1V CONC.FOO11NG3 - .. GYPSUM WALLBOARD Sd COOLERS - ]EDGE/10 FIELD _ - WI2i4NEY @ LL S - WAHEATHING: - SECTION LIVING/GARAGE _____ . WOOD TURAL UPTO2NELS(PLYWOOD) - - - STUDSSPACED UP TO 24'o.c.' - Bd 10tl e"EDGEl12`FIELD " ^ _ n _ 8 Bd - 3"EDGE/O'FIELD L •., .,. ° 1R'8 25137 FIBERBOARD PANEL " : 5tl COOLERS "7"EDGE/10 FIELD IT GYPSUM WALLBOARD ' "' "• e.. " ,•.. , ' _ _- - `- 4..: _' ,.. `x E':. - ... t. i: A•�"' 2 - .6 rhl4=R H WOOD STRUCTURAL PANELS(PLYWOOD) .. .. �'. • • _' -.. s _ - t 1ORLESS THICKNESS Btl •..10tl 8"EOGEl12'FIEL� ' r: - 10tl. '^ . ietl r B.'EDGE/6'FIELD ..". .. GREATER THAN I'THICKNESS ., ' .�, TM ,Im l,' e F :r PLYWOOD/OS B PERCENTAGE PER WFCM 110 MPH EXPOSURE BGUIDE;: - WAGLLL W/RAFTER SCREWS ' „ d - .. S USE SIMPSON LSSL210SLOPED - r .. HANGER .. i BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% 1- - r. 1 + -. .. -W FIRST FLOOR FRONT 30% 57% ''er .1,' _ _ TYPICAL ASPHALT GUELIN- v .. y ROOF SHINGLES ' - I- ` :NIGH WIND NAILING ' APPLY CAULK OR ' .FIRST FLOOR REAR 30% 57% :. ;., :-0 ^T 1• ,w " _ SIMPSSON H10,NURRICANEE 4 W TAPE AT ALL SHEATHING j r + - i » ` + - CUPS TO FASTEN RAFTERS >. . t;r. - - w • - lr2CDX PtYW00DSHEATHING WI CLIPS BEAMSANOTHE TYVEK a. . 12 L FIRST FLOOR LEFT 15% - 78% ';' ...°.. Y R TD MULTI LVL BEAM •; ,- s 1U1 FELT PAPER >••- VAPOR BARRIER E • r' 15% 91% 2 x 12 RAFTERS , • , L .FIRST FLOOR RIGHT -'' d - , , 9 i V r -SIMPSON H 25 HURRICANE CLIPo «.-- - 4 �2AFTERS I(5IIYNLTO ;,. ..'•. •', , I WAND WASH 3'P WIDE,CEY+VATER SHIELD aY: }i: 1, , h RAFTERS WI(S)10d NAIUs } - n,B IER ." APPLY CAULK OR ' 4 1 •.: c� + + ., ADHESIVE UNDER 1;, b2+BREAM NOTES. ALUMINUM GRIP EDGE e'. APPLY CAULK OR n / 1 t, .1.USE 3"EDGE NAILING 8 12-FIELD NAILING SPACING ON ALL.WALLS p '- "- " ADHESIVE wHeRE -„ - - 1x BFA5Cl4 BOARD INDICATED } '-x p. + 6r6POSTS W/CABINS t' '''! ^ 2.1.50 ASPECT RATIO 1 x 3$TRAPPING WI - FASTEN TO BEAMS �'.H } .• .- • '1 ' - - - :,- ' r1R'GYPSUM BOARD '.- ' "'A - SIMPSON ACBIACEB POST CAPS �- a e ' tr CONTFVINY11 OL SO 1 T�1 _ - . », ••' .".<,. , ) 'TIP.2.6 WALLS 1 r 3 SOFFIT SOHtb FI A y .T A °y t. +J .1. TO WALL WI LEDOERLON SCREWS. +- VENT it _ NOTES: HANGERS . _ .... s " ';. 1 3/e•cROVM '• Fn , , 1:« 8 USE JOIST OERS 1i ^ ( •x. •'•.' 1 x 6 FRIEZE BOARD 1�. }4A @ ':'rt•. 1 J CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS- - -_ - _ J-,.,,yl�a ti ''7-p - &DIMENSIONSINTHEFIELD - ',DE 1/'1IL AT WALL �J 1°� _ x A ) p 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A i,, r - k - - -' ,0" ,1 . 1 FLOOR. _ - �v „ DETAILS,&FINISHES IN THE FIELD WITH OWNER ' A- -- '- - SCALE:1/2' 1 , DETAI L�AT FIRSA. -PINERTEG ACBBPOST�W HEAD HEIGHT OF WINDOWS AT _ • - _ 3. ROUGH OPENING - ...' r . -,. 1 sk4vsoN }' •4 - s. 4n 3P.T.2K10.,FASTEN TD SO S7TUBE .. M a. FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR - - e-"1 -: - ^- - -' A 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS wIBIMPeoNABIJfiBPOSTBAssr STATE BUILDING CODE,SEVENTH EDITION I. LL B.) 110 MPH EXPOSURE B WINDZONE,1.50ASPECTRATIO TYP.24'DIA.'BKTFODrFOOTING 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - INSTALL SIB'ANCHOR BOLTS AT 5TD,MAX 1S 1NSTALLUS-ANCHORBOLTSATW.C.MAK -- UNDER 1V DW 80NOTLIBESA7OR HORIZONTALLYW/BLOCKING AT EDGES,3"EDGEI72"FIELDNAIUNG F, wslMBPs51a3BEanNOPUTE6 _ - PoacH4vDEEP $.' 'PLACE BOLTS WITHIN S'!15'OF EACH - WI SIMPSON BPB SAL3 BFAaINO PLATES ° r1 x 'I r, h TO B.) ALL LVL LUMBER/BERMS TO BE 1.80 U4BO LOAD CORNER AND TO AS'MINIMUMDEPTH 5: y PLACE BOLTS WITHIN MI I OF FACT SOLID 10LE0GERe0ARDUGBOLTEDTS e CORNERANDTOAB'MINIMUM DEPTH ` ' :. W/JOISTS HHN(�ki6IRSAT BOT1BE 05 " x SOLID BLOCKING B.) SEE CERTIFIED PLOT PLAN DEVELOPED BY TERRY WARNER FOR ALL _ - FULL 1fr4o BASEMENT.,' N PROPOSED 8 EXISTING DETAILS S � - - 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL „rr ..p SECTION @.PORCH �, •`�, SIMPSON COMPONENTS _ a•a� _ _ - MARK 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS _ - + By°` T _ ,. MARNA TO BE 3000 PSI _ NZIE P.1.7 x 6 SILL BEALF.R p^ 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE - ;,� z RIGID iNsuunoN DURING FRAMING CONSTRUCTION - (R'101 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" - &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE Of + i"/'a Q".T F.�,,.•.4;.�J•�r nx,� � MASSACHUSETTS WIND SPEED MAPS ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL 14.)GLAZING PROTECTION PER 780 CMR 5301.2A.2 TO BE PLYWOOD PANELS SCALE:1/2"=1'-(" VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS - - - /� " + - d W/OWNERS PRIOR TO START OF CONSTRUCTION - - ". DETAI CAT-WALKOUT _ _ r 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 16.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE i VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES ROGERS AND MARNEY, INC. NEW HOUSE FOR: ; ' SCALE :'- DRAWINGNO.: 1/4" = 1`-0" P.O.BOX 310 k^ r OSTERVILLE,MA 02655 n PH.(508)426-6106 NEWCOMER RESIDENCE S , FAX(50 )420-3550 r ;. 1,: p'<3D/11 2011 S LEGEND Path to Water 98——EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE CB/DH/FND 46 PROPOSED CONTOUR 40.53 N 46,12 43.2 PROPOSED SPOT GRADE o t —W— EXISTING WATER SERVICE t t t CB/DH/FND —W— PROPOSED WATER SERVICE \t , � gg'f t\ � —G— EXISTING GAS SERVICE t t —O.H.W..—OVERHEAD WIRES TEST PIT Lot 12 t\ tt ?0,038t s. Q. f. i �, N APIN 020� 071 N x 1, I40%88 34.2 t\ t\ t ( STK/TCK/FND I a�ttt 46 7 45,07 x p\\ �\ 0 } �� c t O `c3`_ x 8`8,6A t1 33,93j26' 0 t i x 40.24 t x 30,�8 x x ,31.6341 \� \ PROPOSED SEPTIC TANK ' + I w`� o t of \29.23 O jd N ' � 2 0 3� i o x I 1 i. 9 S' Shed+ �' N 5' S �� I hed i Benchmark Set j x , Top cb/dh EL.=44.21 (MSL) � 15 + + I 3903 PROP,bSED' 43, , 4,21 i 2LING- ' :- CB- DH/-BENGH—MARK-- -.. _ 132 32 x J i T.0.F = .00 + •, +o i 3� I� +J + I v 47,32 x 32,31 15' i' i 2,47 ;� Existing 43. House x 4, 5 ! 7.1' #166 De , l + ot.FF=4 10 47.63 x w o /P0'CH Garage 9 ' 34. 6 c°i, , 43 2 ,4 7 o TERRY s \xl 5.7 3 ANN 1, r 0 o WARNE R ' , o No. 38721 47,90 43.i6 , 15' �4! D 40.14 39190. .i lre 40.11 : / a 10 �. . MHB/F i _4 ,93 0 CB/DH/FND OF M4S �'� ;.� 8 / 471.95 Sq��G 4 L 57 i , j o PETER T. BA,S-1N McENTEE NIL3 42.31 43.51 92 C Apron 001 f M CIVIL "' -� No. 35109 42.51 42,78 SS/ E `442 �. + 43.24 UPXl\6S �✓l�`Lt OO �� � � ;47.00 FLOOD PLAIN DATA \ \�� ' 45.45 NON HAZARD—ZONE C 43.47 + CB/DH/FND ZONING CLASSIFICATION: ZONE RF CB/D SETBACKS: FRONT YARD=30' SIDE/REAR YARD=15' UP/16 MAXIMUM BUILDING HEIGHT = 30' WIND EXPOSURE CATEGORY: Exposure B PROPOSED SITE PLAN J 43,72 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 121 -1 1 12 West Crossfie 0 Road 22 Long Road 166 SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 3/15/11 P.T.M. 2 of 3 Prepared for: Rogers & Morney Builders, P.O. Box 310, Osterville, MA 026 5 t NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK FINISH GRADE SHALL NOT BE < EL:38.5 INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX FOR A DISTANCE AROUND THE PERIMETER OF THEE S.A.S. I AND SET TO 6" OF FINISH GRADE. - INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=44.0 EXISTING F.G. .G. EL: 42.3(MAX.) .G. EL.=43.Ot � F.G. EL: 42.4t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. i Pals L = 10' _ O 5=1% (MIN.) ® S=1q (MIN.) L = 5' MAX i 4"SCH40 PVC 4"SCH40 PVC ®" ) 6" SCH40(P C 10"I - 14" s eaaAmoaa INV.=40.25 48" LIQUID aaaaaaaaB9a aaa LEVEL 4 5.2' 4' INV.=40.50 ADD INV.=39.50 PROPOSED INV.=39.33 INV.=40.00 EFFECTIVE WIDTH SOMA A 1! INV.=38.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=39.3f BREAKOUT ELEV.=38.50 INV. ELEV.=38.00 NOR aaaa mmmmewl aaaa M!13630a ases NOTES: aaBaaaa BOTTOM ELEV.=36.00 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 2 X 8.5'=17.0' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER,. EL.=27.5 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3/4" TO t-1/2' DOUBLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF 1 DOUBLE WASHED HEED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ®®®® 0Ea BOARD OF HEALTH AND THE DESIGN ENGINEER. ®®®®®® ® ®®®® 33" 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 0 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE w ® LOCAL RULES AND REGULATIONS. N Z ®I�(®®®® ® ®®®EO 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH'AND THE DESIGN ENGINEER. 102" -- -- - 4. ANY CONDITIONS ENCOUNTERED DURING -CONSTRUCTION--DIFFERING-- - --� --x ------ --- -� -- -" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED. 4" KNOCKOUT 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 20" DIA. COVER THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4" KNOCKOUT 4" KNOCKOUT 62" 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 0 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 4" KNOCKOUT DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 500 GALLON CAPACITY, '1­1-10 LOADING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS CHAMBERS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOIL LOG INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC DATE: OCTOBER 16, 2009 (REF#12,735) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SOIL EVALUATOR: BRIAN YERGATION PE-BSC GROUP WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT DESIGN CRITERIA ELEv. TP- 1 DEPTH ELEVE . TP-2 DEPTH 39.0 A 0 38.5 A 0" NUMBER OF BEDROOMS:2 PROPOSED + 1 FUTURE=3 BEDROOMS SANDY LOAM SANDY LOAM SOIL TEXTURAL CLASS: CLASS I 38.5 10YR 2/2 E g 10YR 2/2 37 8 E 8" DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY SAND DAILY FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 37.8 14" 37.2 16" DESIGN FLOW: 330 G.P.D. Bw Bw LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO 10YR 3/6 ,10YR 3/6 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 36.8 26' 36.4 25" C C LEACHING AREA REQUIRED: (330) = 445.9 S.F. 74 PERC 68' USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES COARSE SAND COARSE SAND SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. 2.5Y 4/6 2.5Y 4/6 BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. TOTAL AREA:................................ ..................482.8 S.F. 28.0 132" 27.5 132" PERC RATE <2 MIN/IN. ("C" HORIZON) DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. NO GROUNDWATER ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN J06. N0. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 121 -1 1 12 West Crossfie 0 Road 22 Long Road 166 SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 3/15/11 P.T.M. 3 of 3 Prepared for: Rogers & Marney Builders, P.O. Box 310, Osterville, MA 02655 N Po.d �dke'St 4 6,12 ? Q ° _�� �1 p \ Q 0° . c Lewis 'tint �\ \\ x `\ CB/DH/FND 89,_4 + / Locu \ School Street toJ LOCUS MAP Lot 12, NOT TO SCALE . W AP 020-071,,. LEGEND 98 EXISTING CONTOUR t \\ X 40,88 x 100.98 EXISTING SPOT GRADE tN---- EXISTING WATER SERVICE :-- EXISTING GAS SERVICE 342' \ \ OVERHEAD WIRES tt . #+ \\ \\\ T�/TCK%FND � TEST PIT t \ \ �• A_ y c 80 33.93 NE 0 �� �� TP-\1 �\ t` x 43,24 y f Day ` + `y EXIS77NG SHEDS y TO BE REMO QED TP-2�� ,C a \\ y \ X 30r38 x x �31,63 1: r \\1FT-❑A� 7, \ h 29,23 c i °9e ' •. \ \ 36.13 \ FT3�A1 41,46 130 ar 1 I x t \ y y r khi r O I i She 42t3 y N d 35.15 ' x� hed y,' Benchmark Set.. + To cb dh STIy/TCK/FNP. j d 40.18' J 1y4 ,36, EL.=44.21 (MSL) 36.64 y y EXIS77NG HOUSE TO'BE DEMOLISHED 4,27 / 43, 4 ° . .AND REMOVED I 1 r 39103 / j E 4 4.21 4 -+ B%+D =M A R K G /BENCH. 2 x iX 3RRY 3T� rn 47:32 X 32.31 i J 42.47 EXISTING SEP77C SYSTEM r 3FT-❑A lExi9t]b 66� 4'r " 'CONTRACTOR SHALL. LOCATE, PUMP, 36 7 X House , x 4,, 5 FILL WITH SAND AND ABANDON, OR, r X FF=43.10 Deck / J -REMOVE. .. /x 4.1 r � - - _ �J i� •r. / - AID 47.63 XEXISTING U77LITIES 3 ' / ; LG TO BE REMOVED AND REPLACED' 34.50 / I i AS DIRECTED BY THE APPROPRIATE / + ; Mp/f r I 43.72 / AUTHORITIES. CONTRACTOR SHALL ,W.-_ - l / / /44,67 OEVERGREEN COORDINATE WITH UTILITY COMPANIES. ' 3\�63' / �� y .42.f5, 3X 36,26 \\ r/ / 43,6 X -A� ^ 'o \x)35J7 j> 38 li y� 1FT-0 o� A CD 47.90 43.160 40 14 Y; 3F CIr�K I , 39,90 r OFASS9�ti ,*�+ ;O 44.1%/ERRY �� �� S / HUT❑F,F— x .64 �0ANNMHB/FO 41, 4 ,93 47+50 RNER �' 3 T=MAPL / 3 r:, No. 38721 0 l / �' B. /, a+ x ,; Fs �'£G/SiE��� J� 3 2FT-1 ` 4 i�95 _ 0 4L57� P i s�N ql. LAND , BASIN / (X 4 .57 j 43.51 9 `2�F ❑AK r 42,31 M C x 98 n r Apron `. 2 ❑AK N� 42.51 42,78 I `� OF MgSs S `$4.2 `. r C 43,24 UP�•16S \�\ o PETER T. r �O o McENTEE' + O �` 7,00 �\ �\ r CIVIL "' No. 35109 ? s 43.47 \'v 45,45 OWNER OF RECORD °gP� CB%DH/FND ° RFG/S1F� \� PETERSON, GEORGE S. �FSS/ONAL E��'\ BATES, M R DUKES JR &. NEWCOMER, CURTIS 39 HIGHLAND AVENUE EXISITING CONDITIONS PLAN COTUIT, MA 02630 43.72 Engineering by: Surveying by: SCALE DRAWN roe. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering.Works,Inca WARNER SURVEYING 1"=20' P.T.M. 121-1 1 12 West Crossfie0 Road 22 Long Road 16 6 SCHOOL STREET COTU IT MA 2 Forestdale, MA 02644 Harwich, MA 02645 DATE •; CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 3A.5/11 P.T.M. 1 Of 3 Prepared. for: Rogers & Marney Builders, P.O. Box 310, Osterville, MA 02655 r 1 ' 7 LEGEND Path to Water —98 EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE- CB/DH/FND 46 - PROPOSED CONTOUR .ter 40,53 N 46,12 3.2 PROPOSED SPOT GRADE o `t CB/DH/FND -+-7� EXISTING WATER SERVICE t tt \ —W— PROPOSED• WATER SERVICE . .,; •aw_ EXISTING GAS SERVICE -�`","•---OVERHEAD WIRES ,,, / TEST PIT. t� * • tt i /� � /Lot 12 �/ h t 20,038f s.f. w r j N AFN 020- P'71 C i ti x i it 140188 / /-� m. 34.2� t j t\ \\\ ( STK/TCK/FND o \ \ f-45.07 t j x 46 7 x 28.64 t 24' t ��\\ x 40.24 '30,38.x, x -31.63 \\ ` PROPOSED SEPTIC TANK N 29.23' t 4� '1 Ea9e �\°' 00 'i ,,�� �1 "�' -F.I °f •�• t` N o I x I I I 9 /She t i N r ) hed Benchmark Set X. Top cb/dh EL.=44.21 (MSL) I •x l `. 1 39:I PROPOSED 44,21 ' EiLLING— / ) CB%;DH/BE.NCH-MARK �• y �. "�3 32 x I i o I T.O.F.= 00 .. b ✓ a 15.� 47,32 x 32,31 2.47 1 , • � j x Existing 4 � � I House 3 / X 445 i 166 De k / 7.1' I of.FF=4 10 / 47.03 3 M x � Garage ' 34, I ,6 43 43 / i /... Mgssq� 36,,..�"rt'� t 36 6TERR ,� 42 4' h ti x 36.26 , i / / / c ^ • o,. ANNY. l a \x/ 5.7 ��� 3 li 3IJ 1, WARNER o No. 38721 47.90 F1f� �FGlslER �J� 38 t. t` ti ' 4 3.16 i 15' dNgt LAND �' 40.14 i i �� �. X�39,90../�, , A ! W / 40, t 6 :-0 I . MHB/F 4 .93 o=:..,�,: ►�`. CB/DH/FND OF MASS 41,57 47195 I o PETER T. BASIN l I McENTEE p�$2,13 42,31 43,51 92 �� if CIVIL M C Apron � ' No. 35109 42.51 l t 42,78Fusiv 0FFSSIONh ENG� SC ��4,2 I. 43.24 UPy�16S i / O I 47,00 FLOOD PLAIN DATA � � `�\ ��� I NON HAZARD-ZONE C 43.4.7 � 45.45 ZONING CLASSIFICATION: ZONE RE ? / F011 `�\ CB/DH/FND SETBACKS: FRONT YARD=30' C SIDE/REAR YARD=15' IUP/16 MAXIMUM BUILDING HEIGHT = 30' " WIND EXPOSURE CATEGORY Exposure $ PROPOSED SITE PLAN J 43.72 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 121-1 1 12 West Road For stdaleroMAfie02644ld d Harwi 22 ch, MA 02645 DATE CHECKED SHEET No. 166 SCHOOL STREET COTUIT MA (508) 477-5313 (508) 432-8309 4 3/.15/11 P.T.M. 2 of 3 Prepared for: Rogers & Marney Builders, P.O. Box 310, Osterville, MA 02655 Y NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK r FINISH GRADE SHALL NOT BE < EL:38.5 INSTALL RISERS & COVERS OVER INLET' PROPOSED D-BOX PERIMETER OF THEE FOR A DISTANCE AROUND THE S.A.S. AND SET TO 6" OF FINISH GRADE. . INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS. TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=44.0 EXISTING F.G. EL.=43.0t F.G. EL: 42.4t F.G. EL: 42.3(MAX.) f f /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ® S=1% (MIN.) 114" S=1% (MIN.) ® S=11 (MIN.) 4"SCH40 PVC SCH40 PVC 4"SCH40 PVC 6" • to9rr " as o a". 4' 6 aaaaa6a 2'INV.=40.25 48" LIQUIDaaaaaaLEVELS.2'INV.=40.50 �� NV.=39:50 PROPOSED INV.=39.33r I V.=40.00 D-BOX EFFECTIVE WIDTH ••• • � INV.=38.00 ELt PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H=10 ;RATED TOP CONC. ELEV.=39.3f Al BREAKOUT ELEV.=38.50 INV. ELEV.=38.00 ease aaaa eases aaaaa BOTTOM ELEV.=36.00 NOTES: ease eases 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 2 X 8.5'=17.0' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS .REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, EL.=27.5 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3/4" ro ,-i/2" ooueLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" TO 1 DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL :EEU3@ ® 0 E@ fia EA EEO BOARD OF HEALTH AND THE DESIGN ENGINEER. a®a ® ®E3®® 33" 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 0_ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE `t w ®®® ® ®®� LOCAL RULES AND REGULATIONS., N Z '®®®'® ®®® 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 102" 4. AN.Y.-CONDITIONS-.ENCOUNTERED-DURING CONSTRUCTION-DIFFERING=---- --- -- -. - - -- - - r. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES.. 5. ALL ELEVATIONS: BASED ON ASSUMED. 4" KNOCKOUT 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 20" DIA. COVER THE CONTRACTOR OR OWNER TO NOTIFY THE, LOCAL BOARD OF , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4" KNOCKOUT 4" KNOCKOUT 62" 8. THERE ARE NO WELLS WITHIN 150' OF THE `PROPOSED S.A.S. 0 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS , AGREED UPON BY OWNER AND CONTRACTOR. OR AS OTHERWISE 4" KNOCKOUT DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY f THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 500 GALLON. CAPACITY, H-10 LOADING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS CHAMBERS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOIL LOG INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC DATE: OCTOBER 16, 2009 (REF#12,735) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SOIL EVALUATOR: BRIAN YERGATION PE-BSC GROUP WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT DESIGN CRITERIA ELEv. TP- 1 . DEPTH ELEv. TP-2 DEPTH 39.0 A 0 38.5 A 0„ NUMBER OF BEDROOMS:2 PROPOSED + 1 FUTURE=3 BEDROOMS SANDY LOAM SANDY LOAM SOIL TEXTURAL CLASS: CLASS 1 38.5 10YR 2/2 10YR 2/2 E .. 6„ 37.8 8" DESIGN PERCOLATION RATE: <2 MI.N/IN LOAMY SAND E LOAMY SAND DAILY FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 37.8 14" 37.2 16" DESIGN FLOW: 330 G.P.D. Bw Bw LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO 10YR 3/6 10YR 3�/6 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 36.8 26' 36.4 25" il C C LEACHING AREA REQUIRED: (330) = 445.9 S.F. .74 r PERC 68' USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES COARSE SAND COARSE SAND 2.5Y 4/6. 2.5Y 4/6 SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. TOTAL AREA:..................... ........482.8 S.F. 28.0 132" 27.5 132" PERC RATE <2 MIN/IN. ("C" HORIZON) DESIGN FLOW PROVIDED: 0.74(482.8) 357.3 G.P.D. NO GROUNDWATER ENCOUNTERED Engineering by: Surveying by SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 121-1 1 12 West Cross fie 0 -Road Ha Lang Road 166-- SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 DATE , CHECKED SHEET N0. (508) 477-5313 - (508) 432-8309 . _ 3/15/1,1 P.T.M. 3 of 3 Prepared for: Rogers & Marney Builders, P.O. Box 31.0, Osterville, MA 02655 �. SMOKE L' BARNSTABLEZ L C}ING CIE PT / 4 FIRE DE TEP BOTH ED QATE - .rae�.��N. , • _ � � w ° MR PERSMArl; , r - , Y 1 3 ,3 r ........ ... . . .. .... _ ._ .... .- - .. s r FUdDR RN�F KSic:3 vlf+�WJ Pr�K WSeRS jecc c- Bow-TUDIt —- ' ! IGGTA IAJ11..16 -A%4-56LSIG/n) MARK A. 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A. vCc�i.� �.:Nco1 nZfzex7 , C.0 y.• C 7L/// feu.e:14�Io I'-Cy, fweoveu i�•.:. w.r in P • J�/�r(-�w��iry` v -� �C� I�S.�•#��p,Y_'NAY I �N� - 1 I IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CONT.RIDGE YEN, CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 210>®10 o.e P. = ST TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ROOF CON r .. - ..° � 4.ir ti ROOF.RAFTERS®IB o.c. FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL ` 1 . 4 ASPHALTW CM PLYWOOD ROOF SHEATHING vw cuv5 - , -ASPHALT ROOF SMNGLES • 4 a R-VALUE' R-VALUE R- ' L . VALUE R-VALUE - o A U•FACTOR U•FACTOR R•VALUE R-VALUE �:`' � - ' ' .. ". �15LB FELT PAPER .-. ^s• . kl e a-11'HI-R BATT INSULATION ' 0.35 0.80 3B 20 30 10/13 - 10(2 FT.DEEP) 10/13 , 0 SLOPED CEILINGS IR=38) .. _ ra•11-GATT INSULATION -1 NOTES: ,t e QFIATCEILINGS(RI181 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 17 2f I2 RIDGE BOARD 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR S ICV WAN Hi HIELDAT BOTTOM "-AT ALL RAFTER ENDS OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 2r iz. ICno 3Tp• F R BRIE DAT mrroM r - • , PROP-ARVENT 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS '- ! - " ATTIC"„!"' '-- ""` WIND WASH a -- it Bb 16'0 \" RAFTERS , IfNAILING SCHEDULE ; F TOP OF PLATE 110 MPH EXPOSURE B WIND ZONE _ / r� NEW'a GYP BOARD - CONT.ALUMINGM - .• ♦ - TYP,WALLCONST.' ON 1 f 3 STRAPPING. - F SIT TYPE X FIRE RATED -SOFFIT VENTS ^ JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ®16.e= GYPSUM BOARD ON WALLS Y ..-..___ _. 2-Sd ._ -.2-tOd EACH END f F ].0R LIB BAIL INSULATION'� • bCEIUNG T - - ___....__ __... .. ... . ._-BLOCKING TO - - -N 4 CLOS.- G/LR/�r� - RIMBOARDTORAFTER(ENONAILED) 2-16d }1B0 EACH END 4,12-GYPSUM BOARD •.- LIVING GARAGE •a V C.SHINGLE SIDING - WALLFRAMING. ._- ....-....__.___. .._ .. ...-.... .:.. ° ,s .6.TYVEK VAPOR BARRIER ... '± m -""" --""' 4-16d - 'S-18tl ATJOINTS ^ 7 POLY VAPOR BARRIER(INTERIOR) TOP PIA7ES AT INTERSECTIONS(FACE NAILED) .�,.. - B..':4- .: a " •'..I <: ,1 r J . STUD TO STUD(FACE NAILED) "• 2.16 d' - -2-16d, 24 o.c. a r b as w -6• ..t '�'� I ,r. 3, HEADER TO HEADER(FACE NAILED) IN T. IN 1S'o.e.ALONG EDGES ••a. " " SUBFLOUR OLLUEI�b NAILED - - , a • FIRST FLOOR a I" ..-. SUBFLOOR FLOORFRAWI ..__ _.. _ .____: .. .. ___. ._._ ............... .... ,." ':WIRE MENON6ML6 - i tl JOISTTOSILL,TOP PLATE OR GIRDER(TOE NMLEO) 4-0d 4-160 PER JOIST ' 912.1- - - •'r 2Sd 2-1 Od EACH END JOISTS®16'oc - POLY VAPOR BARRIER , BLOCKING TO JOISTS(TOE NAILED) -' - }2112GIRT-� ]-1Bd 4-18d EACH BLOCK • BLOCKING TOO SILL OR TOP PLATE(TOE NAMED) ' NEW P.T.2r BSILL 9'BATT INSULATION(R=3fO - - LEDGER STRIP TO BEAN OR GIRDER(FACE NAILED) }16d- 4-16tl EACH JOIST W/SEALER - -PER JOIST - JO IST DON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-16d IST TO JOIST END NAILED 3-16d 1-16d PER JOIST ..,,. -_ NEW FULL LAUL DlO COLSTEEUMN 4 - - ULLLY COLUMN - PERFOOT _ .. - - BANDJOISTTO SILL OR TOP PLATE(TOENMLEDO x-+sa - BASEMENT - ROOFB�EATHING: _.. ............... :._..__........ ._...... ..._._._....._ -____... .. _ .... b BARS x' . I TYP.6'CONCRETE FOUNDATION _ r WALLSW.&T-F OMO WOOD STRUCTURAL PANELS(PLYWOOD) - FACE O WALL, RARE 0BIAE / 6 EDGE/6"FIELD ' RAFTERS OR TRUSSES SPACED UP TO 18"o.c. . Bd 10tl FACE OF WALL,GRADE 69 BARS ' T,f RAFTERS OR TRUSSES SPACED OVER IT I.e. Bd 1Od 4"EDGEI4",FIELD. -C CONC.SLAB T - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d IN W EDGE/B"FIELD r - • c GABLE END WALL RAKE OR RAKE TRUSS 8d IN 6'EDGEW RELD `" ° - • 1•' , W/STRUCTURAL OUTLOOKERS J - �" - - F_ • GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS .Bd IN 4'EDGE/4"FIELD DAMP PROOF WALLS TYP.3P r 3P r+2 I I - SELOWGRADE CONC.FMTIN0.5-��-----r - " CEIUNGSHEATHING: .. _ ...-..__._. .....-.._ - .._-.------- _... _ _ TYP 5116' - - GVPBUMWALLBOARO Sd COOLERS - 7'EDGEIIO'FIELD W/2r4KEY - - WALL SHEATHING__-_ ♦ - - r - GONG-FOO11NG5 SECTION @LIVING/GARAGE WOOD STRUCTURAL PANELS PLYWOOD, STUDS SPACED UP TO 24'o.c. Bd IN ' 6'EDGE/12'FIELD 1?'8]5/]T FIBERBOARD PANELS 8d ,: -• 3 EDGEA7 FIELD •: I2 GYPSUM WALLBOARD r, Stl COOLERS - 7'EDGEIIO"FIELD :• .,, .. y i FLOORSHEATHING: - ° t - - a WOOD STRUCTURAL PANELS(PLYWOOD) - - - - ' I-OR LESS THICKNESS Bd 100' 6"EDGFl17'FIELD GREATER THANi'7HICKNESS - IN t6tl 6"EOGE/WFIELD c • _ , PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: LAGSOLrRAFTERLEDGERTO FL y WALL W/LEDGERLOK SCREWS - - &USE SIMPSON L53LOID SLOPED - HANGER BLDG.DIMENSION BLDG.SIDE` 1 REQUIRED% _ -_PROPOSED% • - ..._ ;.- -.. ... -.. _ .. .. .-. W FIRST FLOOR FRONT 30% 57% * TrPICAI AsvHAL7 - 4 W FIRST FLOOR REAR 30% 57% _ - ROOF SHINGLES ^NIGH WIND NAJLING APPLY CAULK OR n • - -, - F S 2r 8 RAFTERS @ IT o.c..USE TAPE AT ALL SHEATHING '4 - SIMPSON H103 HURRICANE L FIRST FLOOR LEFT .15% 78% - 17CDX PLYWOOD SHEATHINGWICUPS. SEAMS ANDTHETYVEK -t, • - - CUPS TO FAST EN RAFTERS L FIRST FLOOR RIGHT 15% .. Si% 2.12 RAFTERS ,10f FELT PAPER VAPOR BARRIER TO MULTI LVL BEAM r! SIMPSON H 25 HURRICANE CLIPS WIND WASH WID 3'0- E ICENVA7ER SHIELD 2.ft Q IW/(511'�LT�O� BARRIER APPLY CAULKOR - NOTES: { ALUMINUM DRIP EDGE. APPLY CAULK OR ADHESIVE UNDER }2r SBEAM - 1.USE WEDGE NAILING 8 12'FIELD NAILING SPACING ON ALL WALLS - I r e FASCIA BOARD ADHESIVE WHERE PLATE ^ •, 2.1.50 ASPECT RATIO 1a 3 STRAPPINGw/. INDICATED 6.6 POSTSWJCASING '. FASTEN TO BEAM WI I?GYPSUMBOARD 1.4 WENT BOARD SIMPSON AC61ACESPOST CAPS`' - TYP.2.6 WALLS 1 r CONT.VINYL SOFFIT VENT • -NOTES: 3 SOFFIT BOARD „ LAG BOLT CEILING JOIST LEDGER 1314'GROWN - TO WALL W/LEOGERLOK SCREWS �} 1.) CONTRACTOR IS TO-VERIFY ALL EXISTING CONDITIONS C c6FRIEZE BOARD - usE Jolst TAN b GERS DETAIL AT.&DIMENSIONS IN THE FIELD - 4 '2.) CONTRACTOR TO VERIFY ALL INTERIOR 8 EXTERIOR MATERIALS, . . A DETAIL T FIRST pST FLOOR - DETAILS,&FINISHES IN THE FIELD WITH OWNER - .- SCALE:1/2"=1'•0" R f\ --P.T.6..e Posrs FASTENED wi wMvsoN� INVERTED ACS POST CAP 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - FIRST FLOOR TO BE V-10"ABOVE SUBFLOOR - ,Tr' - }P.T.2,10A.FASTEN T SON507UBE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 4 r . - w/SIMPSON ABLI66F'osT BASE STATE BUILDING CODE.SEVENTH EDITION - : �• - 7:. . f 6. 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO ( - TYP.2,'.DIA.BN1FDor FOOTING . ) � �' � � • ." • � UNDER 1P DIA BONOTI�E6 AT 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - NSTALL SIT ANCHOR BOLTSAI 5T eMAX. , Is- INSTALL Vir ANCHOR BOLTSATW,,.MAX. _.'4 - PORCH4VDEEP , ORHORIZONTALLVW/BLOCKINGATEDGES,3"EDGE/12"FIELDNAILING WISIMPSONSPSS 3BEARINOPIATE6 W/SIMPSONBPS`WR38EARINGPLATES .:11• S.) ALL LVL LUMBER/BEAMS TO BE 1.90 U480 LOAD CORPLACER AND WITHIN MINIMUF EACH a CORPLACER ANDLTS TO A S'MINI'OF FACT ' a . P.T.2 BLOCKIGW12)RDGERLOK BOLTS CORNER AND 70 AB'MINIMUM DEPTH .6° P CORNER AND TOAB'MINIMUM DEPTH ° 'b SOLID BLOCKING W1121 LEDGERLOKBOLTS 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY TERRY WARNER FOR ALL - - _ FULL ±a o.c.w/Jolsrs HM#3ERS A7 BOTH ENDS ' PROPOSED&EXISTING DETAILS a I �' BASEMENT - 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS '� ° a47 - ' - SECTION @ PORCH . KLr A. 11 J ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS SLABS _ MARK TO BE 3000 PSI I - NZIE P.T.TrG SILL W/SEALER _ 12-)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE.SITE m ,°.v1 `"(' " `rRolowwunOr+` DURING FRAMING CONSTRUCTION ' ' } - _ _- (R IO) 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B- V41THIN ONE MILE OF - - - a " •, ' : ` ' M SSAC USETTS WIND N PEED MAUCKETPS UNDPERSTATEOF ANCHOR BOLT DETAIL - ANCHOR BOLT DETAIL 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS : � SCALE:1/2"=1'-0" VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS - .DETAIL AT WALKOUT 'W/OWNERS PRIOR TO START OF CONSTRUCTION - - , 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE - - - 16.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE , - VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES ROGERS AND MARNEY. INC. A NEW HOUSES FOR: SCALE . DRAWING NO. P.O.BOX 310 1/4H - 1'-0N PH.(508) L8-6106 655 NEWCOMER RESIDENCE' . . ' FA (506)4 20-35 6FAX(50 )420-3550A 1. 166 SCHOOL STREET COTUIT, MA f',DATE : 3/11/2011'