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0490 PITCHER'S WAY
C k o es wtq-�, t Llk 00 J i �, �- - �� I V � _ I� 1 �� � , �� ,; ,� , � 4a I ® (b) Permits: shall. be issued by the Building Inspector, building permit and start operations for restoring or re- who may request information in the form of drawings, building on said premises within twelve (12) months after specifications, details; or photographs as necessary such catastrophe. before issuing a permit. D. See Special Exceptions Section. (c) A permit shall become void if the sign for which it has been issued is not erected within ninety (90) days S. ACCESSORY USES from the date of issuance. 1. Accessory buildings or uses located on the same lot as the building to which it,is accessory and customarily in- cidental to .any of the uses permitted in a;particular resi- dence district and not detrimental to a residential neigh- borhood, shall be permitted in that particular residence district. I. USE REGULATIONS — RESIDENCE DISTRICTS = A. No building shall be erected or altered and no build- mg or premises shall be used for any purpose in the fol- lowing specified districts other than provided for in this section or in Section P. Adopted March 8, 1949, approved July 5, 1949 1. Residence A District. Amended March 6, 1951, approved May 24, 1951 a. Detached one or two family dwelling. Amended March 3, 1953, approved Aug. 25, 1953 b. Renting rooms for not more than ten (10) lodgers Amended March 3, 1959, approved May 27, 1959 by a family resident in the dwelling. Amended March 7, 1967, approved April 27, 1967. 2. Residence Al District. Amended March 6 and 7, 1969, Approved July 8, 1969 'a. Detached one family dwelling. b. Renting rooms for not more than six (6) lodgers by HOWARD W. SEARS, a family resident in the. dwelling. Town Clerk. `$. Residence B District. a. Detached one family dwelling. b. Renting rooms for not more. than six (6) lodgers by a family resident in the dwelling. 4. Residence.C District. a. Detached one (1) family dwelling. 5. Residence Cl District. a. Detached. one family dwelling. b. Professional or home occupation use. See Paragraph 14 for definition. c. Renting rooms for not more than six (6) lodgers by a family resident in the dwelling. 6. Residence D District. a. Detached one family dwelling. 7. Residence Dl District. a. Detached one family dwelling: b. Renting of 1 rooms for not more than six (6) lodgers by a family resident in the dwelling. Page 4 Page 29 I • Bk 23148 Pg 157 #47509 Lemon NOW, THEREFORE, Mark Lemon & Jayne. E. does hereby,place the (owners name) following restriction on his above-referenced land in accordance Wth,his agreement with the Town of Barnstable Board of Health, Which restriction.shall run with the land and be binding upon all--successors in title: ,l. . 490 Pitchers Way, Hyannis, MA may"have constructed (address) upon the lot a house containing no more than {�,Y_(�) bedrooms. Mark & Jayne E. Lemon agrees that this shall be permanent deed (owner's name) restriction affecting located on MA, and being shown on the plan recorded in Plan.Book , Paged Or on Land Court Plan =, For title of seethe following deed: Book 13085, Page 286 Or Land Court Certificate of Title Number, Executed sealed instrument '10th day of .september, 20.08. `. Ow is signature M Lemon Owne sig ure 3ayne E. Lemon a/k/a Jayne E. Burnham Owners signature COMMONWEALTH OF MASSACHUSETTS Barnstable ,SS , September 10th , 20_U', Then personally'appe.ared the above-named _ -Mark Lemon and Jayne E. Lemon aLkla known to me to be the person who executed the foregoing instrument and' acknowledged the same to bet r free act-and deed, before me, isa a for Notary Public My commis$ exptrgs.� : BARNSTABLE REGISTRY OF DEEDS SMOKE DETECTORS REv`t ' SMOKE. BUILDING DEPT. Uf C46 ✓3p M04 PARTMENT C` � �JV�L �BX�So oe FIRE DE lOjN000o� BOOTH SIGNATURES ARE REQUIRED FOR PERIV9ITTIitifu i"APORTA11T UPGRADE CEO(! STATE BUILDING CODE R REQUIRED f( 1 grr SMOKE DETECTORS FOR THE REQUIRES THE UPGRADING OF RE E R MORE SLEEPiNG AA_ ARE WDDEDEORI CREATED.. i e/20 . A SEPARATE PERMIT IS REQUIRED FOR THE - r 5'�A LATION OF SMOKE DETECTORS-- r J r�a s DO THE E S NOT SATISFY THIS REQUIREMENT.CTR(CAL C r , ra 1 spa G l 1 OP lox 6- k - -Jqp _ :-- i COX Css �- tIPLO - i - • � � � r 3-0 --h�drdG� U 4 t I - � �n S �����/"� ( &244o �c ' 1 J 3-M TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application lication #C o 112co S�� Health Division Date Issueda4 t Z Conservation Division Application F J� Planning Dept. Permit Fee 41 1�r-7 i�T Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address ��� i �(v/C 1 SW 0, _ Village_ i141 1 Owner �,_ - -S ILAn* Q_ L4IMG_n Address Telephone, IS-0 45 -a g, J- e)" t JJ0 a- Permit Request -a d— a Square feet: 1 st floor: existing n<proposeda2�_2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio ) ��Id, ()0 Construction Type Lot Size a ctd Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure -��� Historic House: ❑Yes '.No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full awl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)_ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new _ Half: existing new Number of Bedrooms: _ existing aew Total Room Count (not including baths): existing _ new First Floor Room Count Heat Type and Fuel: 'Gas Ll Oil ❑ Electric ❑ Other_ _ Central Air: ❑Yes AVIVon Fireplaces: Existing New Existing wood/coal stove: L Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn O'existing, � new size_ Attached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal #_ Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (a:1r'YL �� �.�_ _ Telephone Number lab Address Oo l> J License # Home Improvement Contractor# 61 '60 Worker's Compensation # U 0S -Ai aw ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATiJFiE DATE J ' FOR OFFICIAL USE ONLY APPLICATION# ' DATE ISSUED M ' /PARCEL-NO. 'r t t - ADDRESS r ` VILLAGE OWNER 1 ` ' t DATE OF INSPECTION: r, FOUNDATION' FRAME INSULATIONI` FIREPLACE ELECTRICAL: ROUGH FINAL w PLUMBING: ROUGH FINAL ,t GAS:ra ROUGH FINAL iFINAL BUILDING.— DATE CLOSED OUT ASSOCIATION PLAN NO. t - �f y t"e �� - Town of Barnstable of ."— --. "�. Regulatory Services + r BAffiHsr BM : Thomas F.Geiler,Director y MASS. �p i639• . Building Division lfp fNA�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: V �, � number street village "HOMEOWNER": ��- name home phone# work phone# CURRENT MAILING ADDRESS: Nb� 11 L 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 of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re et . �gnature of Homeo�� ,,;;?E��� Approval of Building Official 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:forms:homeexempt THE Town of Barnstable Regulatory Services `l aAaivsces�. MASS. �, Thomas F.Geiler,Director i639. � Building Division Tom Perry,Building Commiss"oner 200 Main Street,Hyannis, 02601 www.town.barnstab .ma.us Office: 508-862-4038 Fax: 508-790-6230 Prop rty Owner Must Complet and Sign This Section I Usin A.Builder I . . as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to wo authorized b 's building permit. (7n ob)**Pool fences and asponsibility f the applicant. Pools are not to be filled bestalled and o is are not to be putilized until all final performed d accepted. , Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS . . . .. . .` . A TVC GifideAnWood Canstructioll ill }��� ��md J1.0 nioh WiodZ��a ����������lJ��ffn «~�� � . «_�, ^ .~ �`�� ^~/��^���l�^ ID8^ �.oyTMmh3nce (780C8IFl5301.2L1.1)/ [�m�� . iJ SCOPE ' � Wind Wind Exposure ~- �� .-^ ^~PrLxCaBpu/r . ' ��Project'-----------'----'--C Number of5tahsm(a roof Roof Pitch ` . � ��eaqmu,��12aHopeaha8beoonoid�nad� /mi_____a�h / � � s��ao .......................................... Building r�pe�Raoo;�vv '-_-^ -_�'_-___ ��-----'--- He�h of } z ---'--'' a`v . Nominal- - ~p=.e ---_''-'-__-. .....(Fig4).................................... _- 1'3 FRA88wG'CONNECTIONS �---- +�-- General oo�pU�ncev�� | * o�nneodons � , _ ._~� ` (!a�m2)-_�-'_-- ' ---_ , 2'1 FOUNDATION FoundaOonYVaUs ' . �a�anngrequo�men�of7�OC����D4i ` �="���---.-.-_---__--_--_.-'_-_----' _-.--'-- ' ~~~~ Conq,�oMason�-_.____----_________________ _________--'' ----�---'�----- -_----_' ' 2-2ANCH0RAbETOFOU0DA7lO0`� 5/8^�nohor8ob��mboddedcx5/8^ ' ' r'upnctaryMaohankzil Anchors as an ahemaMva in concrete only (Table 4) Bolt from Bolt � bad- ��-end/Joint- --- ' --- Bo�Embadm�d-m-�-te---------'-------v-� n. ---- PlateWasher..:...' `--'-r---�--------(rgz) 15^ ---- - ---'-----'-'----'------(�g S)............................................... __ 3-1 FLOORS ---- Fxoorfraoning member` spans cheoked ...............................(per /noCMR�hapter55)' Full /~.�,^ ,= /��at Floor�� nmQo}euoU�an���»mEzoor Wall(Fig ---' � �1�4a�mqmBoor Opening[ mens�n__'�—'------v� "/-- �a � M;mim�m Floor Joist Setbacks -'--------------.-. ~ ---- aupporting Loadbearing Wes *or Shean^aU (�g7) �� k8a�mumCan�eve�d Floor� Jo�us '----- ------'------------'---'- � �d &�~ Floor" S'x��mmQ /nx�ne�a -' M� Chapter- --/ ' ru»ormn�a�*ngF�s�w�n�_.- � ��� -~'^`~~p~~ °"/--'-'--- � ' -�[-'-'---' --U --__dmaJsat____�edge/ ^L1WALLS . ' ^�~ Wall Height ' .. and Table~/ -----'----���� �lo / Vy�UStudL------'= walls and Tab�5) � �s 2� . . VVaV �� - .........^ 10 and Tab�5)-_-______��_in.C���24^ Story _______-_'-_-...................-(Figs 7&O)_--_'-_ . �� - -=�- 4-2 EXTERIOR-WA-Le ` ` W/modSbjd*s ' L~a~~~a "u ==.s................................................ -'-��b� 2~ 4' ^� k� Non-Loadbearing walls y �aoe �n� YVa8Bna�ng ' (Table-'---''--'----'"�-��- »� Full LengthWSP-Affic Floor vig / // 'Gypsum ---= --=- r '`~ not ' =u/u2 x* -- - __ -' = . .~ or I x 3 ceiling furring strips Double - spacing' '-' ''-^^~`=��" acing in en 8oOc�'Lenc�` � ' ss ``-~^- ' . ~_ ................. 13and ' SpUoeConnac�on �o. of1Gdcomn�un naUa\-----' ~ 'R1 /�u� -----'----'-- � � ��_ ATVC Guide.to Wood Constr•uctiou in High Wind lireas: 110 niph fF'ind Zofce ` Massachusetts Checklist for Compliance (7so CNIR5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails):............. ...(Tables 7) .... ....vU Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record largest opening but check all openings for ccrripfiance to Table 9) Header Spans ............. .........._...._.....................(Table 9).................---.............. ft 61 in.511' Siff Plate Spans ........................................................(Table 9)...................................4j-ft-4;:.-in.s 11' Full Height Studs (no. of studs)....................................(Table 9).......................................................-', Non-Load Bearing Wall Openings.(record largest opening but check all openings for compliance to Table 9) Header Spans......................... P (Table 9)....................•_-.-.. /,�ft�in.s 12' SillPlate Spans.....-•...............:..........::....:...................(Table 9)................................... ft in.5 12' Full Height Studs (no. of studs)..'-.-'.........-•-••--•............(Table 9)......................................................._Lr Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension, W / Z Nominal Height of Tallest Opening i .............:.....•-••---•-------•--•-..........._...........-•---........-...` BIB. / Sheathing Type' ype:....................:._......................(note 4)...................................................... 7_ c q_ c/ Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................... .S in. Feld Nail S acin (Table 10) in. P g....................................... .....•..........---.................•--..••--_- [_ f Shear Connection(no. of 16d common nails)(Table 10).......:..............................................;G Percent FulP-Height Sheathing....................:...(Table 10)................................................_...% 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... -Maximum Building Dimension, L / Nominal Height of Tallest.Opening7....................................................................... _ <6�g Sheathing Type . ......... ...........................(note 4).......... _............._....-----.:. Edge Nail 5pacfn9.........................**......_......,(Table 11 or note 4 if less)........_............... 3 in. C/ Feld Nail Spacing.......................................:..(Table 11)............._.................................. _fn. Shear Connection (no. of 16d common nails)(fable 11)............................................._... . P ercent FulkHeight Sheathing.......................(Table 11)................................-................... % 5%Additiona_i 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) Roof Overhang ...................................................(Figure 19) ......_...... 1*011ft_s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors r Uplift................................................(Table 12).............................................U=�plf Lateral ....---•...................•-.............._.(Table 12)............................................. L i If Shear.-•--•............. ......----.......(Table 12).. Ridge Strap Connections, If collar ties not used per page 2fi.:. (Table 13}...................... :....T= tf ��,y � : Pe, Gable Rake.Outlooker.................:.................:......(Figure 20) ........ mailer of 2'or L/2 Truss or Rafter Connections at Non- adbearing Walls Proprietary Connectors Uplift................................................. able 14 - ..U= lb. Lateral(no.of 16d common nails)...(Table 14)..... L= . ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 56 and 59) ............ Roof Sheathing Thickness.............................._.....:..... ..............................................&in._>7/16'WSP Roof Sheathing Fastening........................................:...(Tabie.2)................. Notes: ................................ -1. .'This checklist shall be met in its epprety, 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. 2b Gage Straps per Figure 11 C. Uplift Straps per,Figure 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 fL shall be permitted when 5%.is added to the percent full-height sheathing I ' 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 92-grade. i -V ATYC Giude to Wood Cortstrrcctiorr in High Mjind Areas: 110»zph f Find Zone Massachusetts Checldist for Compliance (7s0 C&11Z5301 J: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 7116"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ir. All horizontal joints shall occur over and be nailed to framing. ill. 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 Bd staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first.floor c) replacement windows—needs energy conservation compliance only (chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWb)website, -MENTHLS ED6ERESrS ON FRAMING usEsd UUZ ATG-= u JI 1 1 4 11 tr . Ed ' u 4J rt ' 11 ij 11 1 g � • ' 1 tp1 K H 1 r S t i ii iI o i ' •j �N i { It ii ii K t t r d i oiti r•F•• 1 r 1 J - 1 F tl I} @• i i ;r Il • 11 a ii ii = ' z r J � d �f �;. 1 1 � C 1 1 ;i LI 1 1 % da r li 1 0 .I U9 1 I I p f r r t FRAMINS ME7JIBEf�S tl1 1 I ({ r r EDGE WRF6JEDK'TE-F 1 1 !/ 1 r 'I I 1 1 r t { t 1 t (ff r 1 Z 11 it R! t t IL tr WIN.H i I r 3" 1 1 t t 11 11 JI 1 l r i �fi-- DC3U13(E 1`. STAGGERED 3 MY'! NA�1L.S?ACM I )WL PATTERN PANELPR t_ kNEl — 1 4 g ` PANEL EDGE L DOUBLE NAIL EDGE SPAM0 DOTAL See Datail on Next Page Vertical and HDrizontal•Nailing Detall for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment i Massachusetts Deliiirtment of Public Satct%-. Board (if Building Regulations and Standards C6ostrtiction'Supervisor Specialty License License: CS SL<100207 f- ---- Restricted to: RF,WS " MARK LEMON PO BOX 423 WEST HYANNISPORT, MA 0267 1 bib o-- �•C ',Expiration: 4/4/2012 CuuunissWWI* Trtt: 100207 ce of Consumer A}•falps • HOME IMPROVEMENT` &B lines.Re_ s Registration CONTRACTOR License' Registration registration ^`Expiration { 1:36160 before the valid for individul u _ 6/1g/2012 Type: expiration date.. se o ly MA K LE �_ Individual Uce,of consumer If found return to: MON 10 Par1 Pia Affairs and Business Re Ws� Boston Plaza Suite 5170 gui tion MARK LEMON MA 02116 490 PITCHERS ` y HYgNNIS, MA 02601�\ Undersecretary 'I Not va"signature w4 • The Commonwealth ofMassaclzusetr Deprtment oflndustrial Accider� Of re ofbzVestigations 600 Washington Street Basta,-; M4 02111 WWw.mass gov/rlia Workers Compensation Insane Affidavit:A ficant Information Builders/Contractors/ Iectricians/Pltimbers Please Print Le ' f Name ( �s/orga�zafionlFndividnaI): ��;< � in Address: 6, C� City/State/Zip: il 64'lPha#.- Are yo ,an employer? Check the aPFro riZ box: P I. I am a employer with 4. ❑ I am a gmmmi contractor and I Tppe of project(req¢ired): . e�loyees(RM and/or part-time).* have hired the sub-contractors G. ❑New construction 2.❑ I am a sole proprietor or partner- listed on time attached sheet 7. Remodeling ship and have no employees These sub-conh$ctors have g ❑Demolition working for me.in any capacity, employees and have workers' o workers' comp, insurance comp.insurance,$ 9. ding addition . d] 5. ❑ We are a corporation and its I0.❑Electrical repairs or additions 3. tI=ho,mD owner doing aIl work officers have exercised their 1I.❑Phmmbin Myself- [No workers' comp. right of exemption per MCI, g r epah or additions msvrawe required]t c. 152, §1(4), and we have no 12.0 Roof repairs employees. [No warkerco 13.❑ Other comp•msuiance required] - 'Amy applicant that checks box#I must also fill out the section below showing their workms'compcusation policy information t Homeowners who submit this affidavit indicating they are doing an wo±and thm hue outside contractors must submit a new affidavit indira�such. Conhacteis that cheek this bar mast attached ea additional sheet showing the rime of the employees Z the sub-oonhacf have employees,they must su `OII ib=and step whether or not those entities have provide their workers'comg,policy number, aaman employer that is pravidrng in,fornra€wm workers'compensafion insurance for my employees Below is the policy and job site Insurance Company Name:---�hQ- r Policy#or 5e1 ins.Lic.# �J AJ v Expiration Date: < Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy d.edara n 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 ' ositim of fie up to$1,50400 and/or one-yal ear impmomneut, as well as civil penalties in the.fomm of EL STOP WORKcRDER and open f fine Of up to$250.00 a day against the violator. Be advised that a co of this statement may be Investigations of the DIA for insurance coverage vezification PY Y forwarded to the Office of I do hereby c nder the pains and fPerl�7'that the information provided above is true and correct r Si Date: Phone#: r�� D,ff vial use only. Do not write in this area to be completed by city or town of iciaL City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Buff d�g Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: To: Page 3 of 3 .2012-01-19 11:55:25 GMT-05:00 16175880253 From:Kathy McCurdy 1 � `( DATE(MMIDDIYYYY) ,acoRv CERTIFICATE OF LIABILITY INSURANCE �/• FI/19/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER-THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS" CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Crlstlna NAME: T. Edmund Garrity & Co. , Inc. alc°No Ext: (617)354-4640 FAX No:(617)359-5828 545 Concord Ave. - - E-MAILCrlstlna@ arrlt Ynsurance.com ADDRESS: g y PRODUCER 00005330 - - CUSTOMER IDO. - Cambrld a MA 02138 INSURER(S)AFFORDING COVERAGE NAIC @ INSURED - - - INSURERA:Scottsdale Insurance INSURERB:Citation .Insurance 40274 Mark Lemon, DBA: ' ML and Son Construction INSURERC:The Hartford 490 Pitchers"Way INSURERD: PO BOX 423 INSURERE`. West Hyannisport MA 02672 INSURERF: COVERAGES CERTIFICATE NUMBER:H STER 2011 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR W D POLICY NUMBER MM/LDIDn FF MM/DDIYYY LIMITS GENERAL LIABILITY EACHOCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ee occurrence $ 50,000 A CLAIMS-MADE PS1399527 /7/2011 /7/2012 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1f000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 $ POLICY PRO- 71 LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1f000,000 ANY AUTO B ALL OWNED AUTOS BSTLT /14/2011 /14/2012 BODILY INJURY(Per person) $ BODILY INJURY(Pe(.accidenq $ X SCHEDULED AUTOS - PROPERTY DAMAGE,{ X HIRED AUTOS (Per accident) p $ r 7 X NON-OWNED AUTOS :i $ UMBRELLA LIAB w u OCCUR EACHOCCURRENCE� $ _ EXCESS LIAB HCLAIMS-MADE AGGREGATE P $ '' DEDUCTIBLE $ " RETENTION $ - $ �s'•a c WORKERS COMPENSATION - R WC STATU- Y OTH- YIN: �"; W`•."sa AND EMPLOYERS'LIABILITY TORY LIMITS A ER „•^r•.. ANY PROPRIETORPARTNER/EXECUTNE _ E.L.EACH ACCIDENT $ `^ - OFFICER/MEMBER EXCLUDED? © NIA - 1.F0, 000 (MandatoryinNM 11305151161280 /18/2011 /18/2012 E.L.DISEASE-EA EMPLOYE $ 100 000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION (5014)862-4784 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200"Main street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE- W Garrity/RATHYl - ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All ri.ghts.reserved. INS025(200909j The ACORD name and logo are registered marks of ACORD Official Website of The Town of Barnstable - Property Lookup Page 1 of 5 I Select Language Assessing Division Property Lookup Results - 2012 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Fri Owner Information - Map/Block/Lot: 291 / 023/- Use Code: 1090 Owner Owner Name as of 1/1/12 LEMON,MARK&JAYNE Map/Block/Lot GIS MAPS PO BOX 423 291 /023/ W HYANNISPORT, MA. 02672 � Property Address I Co-Owner Name IJ 490 PITCHER'S WAY Village: Hyannis Town Sewer At Address: No Assessed Values 2012 - Map/Block/Lot: 291 / 023/ - Use Code: 1090 2012 Appraised Value 2012 Assessed Value Past Comparisons Building $178,600 $ 178,600 Year Total Assessed Value Value: Extra $27,500 $27,500 2011 -$300,400 Features: 2010-$346,700 Outbuildings: $1,500 $1,500 2009-$413,500 i Land Value: $79,800 $79,800 2008-$407,600 2007-$407,400 j 2012 Totals $287,400 $ 287,400 2006-$407,800 I Residential Exemption Received=$88,785 Tax Information 2012 - Map/Block/Lot: 291 /023/ - Use Code: 1090. i� Taxes f Hyannis FD Tax(Residential) $643.78 Fiscal Year 2012 TAX RATES HERE Community Preservation Act Tax $50.17 Town Tax(Residential) $1,672.34 $2,366.29 I Sales History - Map/Block/Lot: 291 /0231- Use Code: 1090 History: Owner: Sale Date Book/Page: Sale Price: LEMON, MARK&JAYNE 6/21/2000 13085/286 $134900 ADIMORA,WINIFRED!E.&ADAORA A 3165/252 $0- I Sketches - Map/Block/Lot: 291 /023/ - Use Code: 1090 I This property contains multiple sketches. Please use the navigation below the sketch to browse sketches. r � R http://www.town.bamstable.ma.us/Assessing/propertydisplay'screenl2.asp?searchparcel=2... 3/21/2012 �; Bk 2314E P9156 0-47509 09-10---7008 a 03-59P DEED RESTRICTION ; Burnham WHEREAS, Mark Lemon & Jayne E.Lemon a-/k/a Jayne E. of (owner's name) 490 Pitchers Way, Hyannis, Barnstable County, MA (address), is*the owner of 490 Pitchers way located (address) at Hyannis, Barnstable County, MA AMA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of Deeds in '�I�n Book ) } , Page- F)tn ; Or on Land Court Plan Number WHEREAS, Mark Lemon & Jayne E. Lemon as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health`to a restriction as to the- �� number of bedrooms Which can be included in any home built on said lotus a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; do CD WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to CC) granting a disposal works construction permit fora septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum_ Requirements for the Subsurface Disposal.of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of . bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry,of'Deeds by recording this document, I * .t;♦PK- � l .'!�• dry.. y'V. � � �y y}K' * �.: ' ..�♦,ate '' � � Y.l w l'�'� 6T4Rn°�V :.iF/' 4♦ .;gam AAaL 1` + S4 :s—''Fs�- Via.."-.•.•f1 �' � � r '� �I+i■ t` } li ;10'V4,4E.4 n � rya 'mow_ 1111 - J. �1 _ Y y it ♦ t s Ya y � 1 �p 7 1 I Page 1 of 1 E r a r r' file:/n\isvisions\images\00\02\57\93.jpg 1/19/2012 • �, ���5,1� t ti'�'r' y ��tYh t a '1y r f�' 1 t Y ,,J .. 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'�;f �`, `�7'., yz•i'` ��•('ti .�q.5-t'r��"1�j�1 w���•.a . .rw� z[..,� � �Y���+ �''��`�',�Y*�A.�'��, :t f � t's3,+'gr1.'•9,�Ij PQ�j.'1' v � 'i� S. � ey'� . �'',��� +n�; �, } .; � >'.+fir .i,'�y� °li'��'�� tjAr'•fip,� •.t� ��� •��{ �j�,. y�T�'s�r�.r�j ,a- � f�i I�aF"mot �• y� �.;¢i' ''�r9 n.�"�iJt �P'�"��: � �.� . z '• ' - 9 g�, I� TOWN OF BARNSTABLE BUILDING_ PERMIT APPLICATION_ Map Parcel-,. Application #z"Tiov Healtfibivision fZ.c>0 r1 .: Date Issued � cc U Conservation Division Application Fee Planning Dept. g Permit Fee 5J0 - Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/ Hyannis Project Street Address Village Owner .Vc4 , U1mon Address 3e17) Telephone - P rmit Request Square feet: 1 st floor: existing [L Oh proposed 2nd floor: existing S bo proposed Total new Zoning District KR Flood Plain Zt7 0.1 e C Groundwater Overlay a/ Project Valuation 6 o to Construction Type Lot Size 3 �&d Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes li(No On Old King's Highway: ❑Yes VNo Basement Type: Z(Full Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) U Number of Baths: Full: existing new Half: existing 1) new 0 Number of Bedrooms: existing new q Total Room Count (not including baths): existing new 0 First Floor Room Count Heat Type and Fuel: til(Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes *No ' Fireplaces: Existing 0 New V Existing wood/coal stove: U Yes J No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Q No if yes, site plan review# �' r -"Current Use Proposed Use APPL ICANT INFORMATION v (BUILDER OR HOMEOWNER) Name L� Telephone Number Address License # ` provem Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I at d►. L l -SIG_NATUR i r--p 0 e FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: { FOUNDATION FRAME ' INSULATION FIREPLACE K ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I The Commonwealth of Massachusetts f Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AIIA .02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors(EIectric' Print Applicant Information , / Pleas e Print Le ib Name (Business/Organizadonflndividual): k/ L e /o Q t� �� Y 6 (, Address: �n y e r i Wry/ ry City/State/Zip: w ja 4 t i 0_ � °l.(P o f Phone-#: 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 6 New construction employees(full and/or part-time).* have hired the stab-contractors 2.❑ I am a•sole proprietor or partner- listed-on the attached sheet. 7. ,Remodeling ship and have no employees These sub-contractors have g. Demolition employees and have workers' working for me in any capacity. employers ❑Building addition . [No workers' .incrrrancc comp.msurance.t required] 5. 0 We are a corporation and its lo:❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions self: o workers' co right of exemption per MGL 12.❑Roof repairs comp. c. 152, §1(4),and we have no insurance required.]t 13.❑ Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compmsslion policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contnadors must submit a new affidavit indicating such. ,Contractors that chock this box must atfached en additional sheet showing the name of the sub-cantractota and state whether or not those cntitia have employees. if the sub-contractors have anp)oyca,they roust pravidt:their workers'comp.policy number. I am cue employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-iris. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to sccircc coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crfi irial penalties of a fine iip 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 'to$250.00 a day against the violator. Be advised that a copy"of this statement maybe forwarded to the Office of esti atious of the DIA for insurance covers c verification. Ljr I do hereby c under the pains•and penalties of perjury that the information provi abov is true and correct S i ate:— Phone Ofj'xhd use only. Do not write in this area, to be completed by city or town officlaL City or Town: Permit/License# Issuing Authority.(circle one): 1.Board of Health 2.Building Department 3. City/Town CIerk 4.Electrical Ins or 5.Plumbing Inspector 6. Other Contact Person: Phone#: L Information and instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract ahire, express or implied, oral or writtem" An employer is defined as"an individual,parnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representative's of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. however the owner of a dwelling house having not mbre than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in'the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance.of public work until acceptable evidence of compliance wifh the insurance: requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),addresses)and phone numbers) along with their certificates) of mmn-ance. Limited Liability Companies•(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies.should enter their self-insurance license number on the appropriate line. City or TowTI Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/licenso number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" [he applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a validaffidavit ffidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Whcrc a home owner or citizen is obtaining a license or permit not related fo any business or connnercial venture (i_e. a dog license or permit to brim leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address, telephone-and fax number. The C6mmonwealth of Massachusetts Department of lndustrial Accidents Office of Iuvestigat o>as 600 Wasbingtn Street Boston, MA 02111 TeI. # 617-727-490.0 ext 4-06 cor.l-V7-MASSAFE Fax# 617-727-774 9 tevised 11-22-06 www.mas,3.gov/dia AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 L6-%Y'V- 144NoW • 4w Wi 'Z'41wvkAg�• Hirnpi l-j Q Check 1.1 SCOPE Compliance WindSpeed(3-sec. gust)............................................................... .............................................. 110 mph Vol Wind Exposure Category................................ . B . ............. . Wind Exposure Category................Engineering Required For Entire Project.........................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories C Roof Pitch .......................................................................(Fig 2) 5 12:12 _amaze MeanRoof Height............................................................(Fig 2)....'e..........................................I-vdft s 33' ' Building Width,W ............................................................(Fig 3).............................................. ,ift 5 80, _!C Building Length, L ............................................................(Fig 3)...............................................�ft 5 80' _lam Building Aspect Ratio(LNV) .....................:..... (Fig 4)........................ ..... 5 3:1 Nominal Height of Tallest OpeningZ ..................................(Fig 4)...............................................f L5 6'8" 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 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..... .................................(Table 4) in. Bolt Spacing from end/joint of plate ...........................(Fig 5)................................... in. 5 6"—12" Bolt Embedment—concrete.......................................(Fig 5)...............................................-.in. z 7" Bolt Embedment—masonry.......................................(Fig 5)..................................... in. 215" ................. Plate Washer......................... .... ...................(FigS).............................................z3"x3"x%" 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55).................................. J� Maximum Floor Opening Dimension.................. ....... .. ....(Fig 6)................................................ ft 512 A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................ _!G Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................. Q ft 5 d Maximum Cantilevered Floor Joists . Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................. Q ft 5 d Floor Bracingat Endwalls................................................. _ 1� (Fig 9)................................................................. Floor Sheathing Type .................................................... .(per 780 CMR Chapter 55)........................ _K Floor Sheathing Thickness ...............................................(per 780 CM2 Chapter 55 ......................g in• Floor Sheathing Fastening................................................ (Table 2).. d nails at in edge/ 'infield 4.1 WALLS Wall Height Loadbearing walls......................................................(Fig 10 and Table 5).........................7S. ft 510' Non-Loadbearing walls..............................................(Fig 10 and Table 5)........................-.m ft 5 20' _ Wall Stud Spacing ......................................................(Fig 10 and Table 6)..............:...Jf-in. 5 24"o.c. Wall Story Offsets ..............(Figs 7&8)...........................................a ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......................................................(Table 5).............................2x-• - ft (6 in. Non-Loadbearing walls..............................................(Table 5)..............................2xt-- ft J49L in. Gable End Wall Bracing Full Height Endwall Studs..........................................(Fig 10).......,....................................................... WSP Attic Floor Length..............................................(Fig 9 11).....:. ..::r: ...... Gypsum Ceiling Length(if WSP not used)......:...........(Fig 11).:........................................ ft z 0.9W and 2 x 4 Continuous Lateral Brace @6 ft. o.c. ..(Fig 11)........................:................ 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 Splice Length ........ i ..............................................(Fig 13 and Table 6)................................... Ift Splice Connection,(no. of 16d common nails).............(Table 6)................................. '/ j AWC Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)..............................(Tables 7)................................................... ! Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)..............................(Table 8)..................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......................................................(Table 9)................................._&ft,Q in.511' _tom Sill Plate Spans ................................ ..........(Table 9)................................. ft in. 511 Full Height Studs (no. of studs)..................................(Table 9)....................................................._iL 1G Non-Load Bearing Wall Openings(record largest opening but check all openings for complia ce to Table 9) Header Spans...........................................................(Table 9)................................. ftQ in. 512' . �L SillPlate Spans.........................................................(Table 9)................................ ft Q in.512" Full Height Studs(no. of studs)..................................(Table 9)..................................................... Z _L Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W .................................... i •i Nominal Height of Tallest Opening2 ...........:............................ (�5 6'8" SheathingType............................................(note 4)................................................... Edge Nail Spacing........................................(Table 10 or note 4 if less)......................�Z'fn. Field Nail Spacing........................................(Table 10)..............................................f fQ in. Shear Connection(no.of 16d common nails)(Table 10).....................................................W-W Percent Full-Height Sheathing......................(Table 10).............................................. .. /q,�f 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......... ... Maximum Building Dimension, L � �,�I Nominal Height of Tallest Opening2........................................................................�5 6'8" SheathingType............................................(note 4)................................................... Le Edge Nail Spacing........................................(Table 11 or note 4 if less)...................... n. �G Field Nail Spacing........................................(Table 11).............................................. in. Shear Connection(no. of 16d common nails)(Table 11)..................................................... Percent Full-Height Sheathing......................(Table 11)................................................. 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 S an Tool, see BBRS Website) _f� Roof Overhang ..................................................(Figure 19).............,�ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..............................................(Table 12).......................................... Lateral............................................(Table 12)...........................................L= Shear.............................................(Table 12)..........................................S= plf ez Ridge Strap Connections, if collar ties not used per page 21... (Table 13).............................T= plf Gable Rake Outlooker........................................(Figure 20)............. ,Q ft 5 smaller of 'or I Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..............................................(Table 14)..........................................U= lb. MA Lateral(no. of 16d common nails)...(Table 14)............................. .........L= lb. Roof Sheathing Type.................................................(per 780 CMR Chapters 58 a�59)...�� laJ Roof Sheathing Thickness......................................... ............. .. in.Z 7/1 WSP Roof Sheathing Fastening........................ ......(Table 2) J t� alFr............. 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 per Figure 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 f. shall be permitted when 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. AVC Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 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 7/16"and be installed as follows: i. 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 5. Glazing Protection: a)new house or horizontal addition-require if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte. 6) b)vertical addition-not required unless there is extensive renovation to the first floor c)replacement windows-needs energy conservation compliance only(chap 93) 6. Wood Frame.Construction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website •-w�kiu TtIS EDGE RES73� Umed NA" AT6be n n + u n + n u t n n r r r r N M r r r O „ as r r ; if i A r rr tr i < ii it o kk n s y� " i $ "f (r i rr oQ i i 4 r Ir rr Ir rr r 1 p rr r+ � 1 - n r + ' n 'r rr 1 FRAMRIGMEM M .r r r + EDGESMERNEMT£ r r + d it rr r r k . r r Is H 113 1 I f3 i r r ....... a- ..ate. 0668MEDGE -------- STAGGERED 17 f. 1.30 MMOPACWG PANT t �j UM PAT TERN PANEL PANM DOU NA MAI_®GE SPAg4G MML See Detail on Next Page Vertical and Horizontal Nailing detail for Parcel Attachment Vertical and Horizontal Nailing for Panel Attachment I rREScheck Software Version 4.1.3 �vfl Compliance Certificate Project Title: New Construction/Remodle Report Date:07/21/08 Data filename:C:\Program Files\Check\REScheck\#5291 Lemmon.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 13% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 490 Pitchers Way Mark Lemmon Hyannis,MA 02601 490 Pitchers Way Hyannis,MA 02601 Compliance:18.2%Better Than Code Maximum UA:484 Your UA:396 ?+ r `° t , , t , i + &iiy"t ''X .f`"n%f`;¢f.., S .. • �,y ''*[ • i sx • 4 :�! � ,�Fria �dr�' ,kr, � t ��r , '� � 4. �. *.-. � ������, - ., • �'^"F�.�...,�.'. �,, Ceiling 1:Cathedral Ceiling(no attic) 1472 40.5 0.0 38 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.480 3 Wall 1:Wood Frame, 16"o.c. 2608 15.8 0.0 168 Window 1:Vinyl Frame:Double Pane with Low-E 246 0.320 79 Window 2:Vinyl Frame:Double Pane with Low-E 64 0.340 22 Door 1:Solid 20 0.280 6 Door 2:Glass 40 0.330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1416 19.0 0.0 67 Boiler 1:Other(Except Gas-Fired Steam)89 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4: Name-Title Signature Date Project Title: New Construction/Remodle Report date:07/21/08 Data filename:C:\Program Files\Check\REScheck\#5291 Lemmon.rck Page 1 of 4 I REScheck Software Version 4.1.3 Inspection Checklist Date:07/21/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-40.5 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.8 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑-Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.480 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,.U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: - ❑ Boiler 1:Other(Except Gas-Fired Steam):89 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. w ` 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or�1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: Project Title:New Construction/Remodle Report date:07/21/08 Data filename: C:\Program Files\Check\REScheck\#5291 Lemmon.rck Page 2 of 4 I , ©. Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: n Materials and equipment are identified so that compliance can be determined. © Manufacturer manuals for all installed heating and cooling equipment and service water heating.equipment have been provided. 0 Insulation R-values,glazing U-factors,and heating equipment efficiency_are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation- Duct Insulation: Ducts are insulated per Table 6106.4.4.3. Duct Construction: Zj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. Cl The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: fF1 Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. I Project Title: New Construction/Remodle Report date:Q7/21/08 Data filename:C:\Program Files\Check\REScheck\#5291 Lemmon.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness•.in-Inches by Pipe-Sizes Non-Circulating Runouts- Circulating-Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to-2:0" -Over 2" Temperature("F) 170-180 0:5 1:0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-180 0 5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness-for HVAC Pipes Fluid Temp: Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts V and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0:5 1:0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0:5 0.5 0:75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: New Construction/Remodle Report date:-07/21M8 Data filename: CAProgram Files\Check\REScheck\#5291 Lemmon.rck Page 4 of 4 Town of Barnstable y��pF THE Regulatory Services " Thomas F.Geiler,Director • uxxsresri=, M"� �63�- Building. Division 4q, ��� Buildin PIED 1`��n Tom Perry,Building Corrunissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230- HOMEOWNER LICENSE EXEMPTION Please Print DATE: r JOB LOCATION: � number �/ street�/� C� vil�lag{e ••HOMEOWNER": 1 1 \1Ls i_ W name ( home phone# work phone# CURRENT MAiL.ING ADDRESS: 06 J G 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 peinnt. (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 of Barnstable Building Department mum inspection procedures and requirements and that he/she will comply with said procedures and r ements. �Si_ Hof o eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Constriction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfomung work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.3-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption ale 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 Writh a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her nsponsibilitics,many communities require,as part of the permit application, that the homeowner certify that hdshe 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 fom✓certification for use in your community. .�fVEIO Town of Barnstable Regulatory Services Thomas F. Geiler,Director, E1 w. & Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnsta ble.m a.us Office: 508-862-4038 Fax: 508-790-6230 tY Prop er Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. i Town of Barnstable *Permit# 9 Expires 6 months rom issue date r BARNSZAB� : Regulatory Services Fee �� v Mom's6 Thomas F.Geiler,Director �A gq.,p�0 Building Division X-PRESS. PERMIT Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 FEB 21 2006 Office: 508-862-4038 - TOWN OF BARNSTABLE Fax: 508-790-6230 EXPRESS PEP VHT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint , .ap/parcel Number ! G.-operty Address '1 VE�d)e.C) O \/Residential Value of Work('t G wner's Name&Address Mn K-1 - L`hc n � nQ c� nCr- �. ontractor's Name Telephone Number ome Improvement Contractor License#(if applicable) onstruction Supervisor's License#(if applicable) ]Workman's Compensation Insurance Check one: ❑ am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance surance Company Name orkman's Comp.Policy# :rmit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ZI/Re-side ❑ Replacement Windows. U-Value (maximum.44) j` ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Histor� I - 1 pature i --orms:expmtrg vised121901 ` The Commonwealth of Massachusetts Department of Industrial Accidents Office.of Investigations ' 600 Washington Street s Boston,MA 02111 °'M 5�•`. www mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/organization/Individual): G'`,���� Ll,elAf/j� Address: r City/State/Zip: Lt°� Cy ,O� Phone#: 7.7/ o Are you an employer? Check the appropriate box:. Type of project(required): ..❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction '.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We area corporation and its required,] officers have exercised their 10.❑ Electrical repairs or.additions I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [.No workers' comp. c. 152, §1(4),and we have no 12.R Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13.❑ Other any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: N Homeowners who submit this affidavit-indicating they:are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'ontractws that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site :formation. surance Company Name: )licy#or Self-ins.Lie. #: Expiration Dater b Site Address: City/State/Zip: ttach a copy of the workers'compensation policy declaration page(showing the policy number and-expiration date). diure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ie 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 'up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of vestigations of the DIA for insurance coverage verification. to hereby certify under the pains and penalties of perjury that the information provided above is true and correct: mature: Date• ,one#: Official use only. Do not write in this area,to be completed by city or town officW City or Town: PermitUce use# 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#: Information and Instructions vlassachusetts General Laws chapter 152 requires all employers to provide workers compensation for their employees.' ; ?ursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, :xpress or implied,oral or written." An employer is defined as:"an individual,:partnersliip,,associati.on,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. Howev.,er:the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair world ion such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es) and phone numbers)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships'(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy;please call the Department at the number listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to An in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for,future permits or licenses..A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . „ . Depat#ment of Industrial.Accidents ..Office of Investigations r 600-Washingfon-Street. Boston, MA 02111. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 E,evised 5-26705 www.mass.gov/d.ia TOWN OF BARNSTABLE;BUILDING PERMIT APPLICATION Map Parcel Permit# l 0 Date Issued Health Division Conservation Division Fee - o2U�,06 Tax Collector �i Treasurer Planning Dept. y Date Definitive Plan Approved by Planning Board Historic-OKk Preservation/Hyannis Project Street Address . �jD uN Village L Owner �J A ( NVNa nO Address Telephone , r ', - p _Permit Request ® 1�l /11I1OLI�S' �/ �A2- Square feet: 1 st floor: existing proposed 2nd floor; existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size�q,CJ�C'1S� Grandfathered,- 0 Yes r(No' If yes, attach supporting documentation. Dwelling Type: Single Family Two Family U Multi=Family(#units) Age of Existing Structure j Historic House: O Yes i(No On Old King's Highway: ❑Yes ` l No r Basement Type: Wull ❑Crawl, ❑Walkout U Other_ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing 10 new First Floor Room Count Heat Type and Fuel: -*Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes *No Fireplaces: Existing - ) New Existing wood/coal stove: ❑Yes l No Detached garage:O existing O new size"0 Pool:U existing ❑new size Barn:U existing ❑new size Attached garage:O existing ❑new size Shed:U existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name•4-��� ��( (-\v `O rn Telephone Number Address License,# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN_TO SIGNAT DATE 3 = - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP#%PARCEL NO. i Y ADDRESS ° ` ,' " VILLAGE t , OWNER , DATE OF INSPECTION: FOUNDATION s FRAME ., INSULATION « Tq t i y FIREPLACE ELECTRICAL: ROUGH FINAL _ 4: t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGt r, DATE CLOSED OUT ASSOCIATION PLAN NO. - "`t r • t v :���� ="r 0111cr allmresti�auQas 600 Washington street r Boston,Mass. ce davit ^?? �` Workers' Com ensationInsnr�an :�.nniic MViiII n_m 12: v . hone# MCN CIr; MSCLE I am a home Wner p� ail works acitQ I am a sole nroori etor and have no am an9�dt) 12 /,/• 4111111 working on this job. my .....::.::A.....:....::..:!... . :..,.,:::...:.: }:4:;<,;.;k};; , ::»,.,:,,,,, ,,..... �S'dIIpnfO! �Pi WOKS r.:. v. :;; .::: xY. an e providing...fi.....T ............ ........... ....... ..:....A..:.......:.. ....:.:.......-.:,:.-,...,.. . - ..... ....... ... ..::::..........:...:-:......av?•.::!:.+.•.us•.:•�:.}:rrr.:k}�,.�r.....{4Ri<..,+..�. c..rr�.. .::4}; •:.r..... .:,... . . ......:::.. `:... .:.... -. ..::.,•....vy.{.,. ,fi..roc,.}.. ....... ....:::. 4'•.... r:.»••.....4:•::::'.::r:•.v.•::•}u:.::::.:.::::::•:::•::......... •va:hp<f0}fl�:. ti}Y:}}isi$:::;.:.::{:?}r•i?:-i'};}:}..:.v:::::v.Y{.}•.vrvr•{:�{?{;;:.}::.,,}iiCv!•-:::;v:::}:•ii'i::i:::•:;:...:'�::::'4iii:�:,:::. .:.{.i:•:::::::::::.v:::irA}Y{;�f5:{{a}::::�:<;h:.:.:•.v-:.:•....: .::}:.;••.. 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' .II • e l ter• •11 �.•/:t •/1• • f• � • �. • • t Y./11 •1•.•ww •••11.1•w1•.'✓•1• •11 • �. � ✓. 1 •e � w•%t••lllw•1 .1 t1 1111./ t..• /�• • • • %%��%%%///////% %////%/////////%//////�%%�%�%%%//�%//%%%/%% • • •• •• ,• •/ .U• • ' 1 1c r•rrn• -•• .0 • •WWII►• -.•� • -� V •I 1 'w.Y• •KI• •le6 •Y. /• V•III V. « •'• 1 w•K•gggg- •III • t• .•• • •►/•II • • • al • 11 1• •• wei rr , •■ - - - f • :1T II t1 ••'••/III Vwel`I el•Ie• • -1 // Me I •� I/,Y�1 .1.' �•Iw•w• V IIIIeI •w •1 111 _.v, • •e-• •t•►=ee •Twee w•1•. /V. • _�••• •t✓• • • :. • • r�• •1:19 •1• •' • 1 / ./ /• •1 .11 • • / 11 • • .11 « i•1 • • 1 •••• t w•% 1• •II .11 . t•1 . . I 1 . JI • •�'• •• •• .• 1=.vtr.1• r• � • w I jjj�j�jjj�����jjj�j�j�jjj�j�/�jjjj��jj���j����� • •••w•I •• r • • I oil .0 • K•' •1•Itt •ti I • 11 11 1 1 1 , 1 ~ 1 • •tl � / 1 1 1 . • 1 A' 1 1 1 ` 1 1 ' l l • L1 1 1 1 1 1 , 1 1 1 1 1 Q< The 'down of Barnstable Department of Health Safety. and Environmental Services Building Division ED�AD� ' 367 Main Street,Hyannis MA 02601 Ralph Crossen office: 508-862-4038 Building Commissiore: Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTORCATIONw SUPPLEMENT TO pmmr I. MGL c. 142A requires that the"reconstruction,alterations,rMovation'repair'modernization,conversion, improvement,removal,demolition,or construction of an addition to anyPre-existing owner-occupied building containing at least one but not more thaw four dwelling Units or to structures Which are adjacent to such residence or building be done by registered cautractors,With certain exceptions,along with other requirements. ` Estimated Cost Type of Work: �� W- Address of Work: q C(C> M Owners Na me: Date of Application: " I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under S1000 ❑�Buildiag not ownerwcxvpied ZOwner pulling own pennit Notice is hereby given that: WITH UNREGISTERED OWNERS PULLING THEIR OWN PERMIT ORDEALINGKDO NOT HAVE CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT W ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND WORK UNDER HAVE c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor Name Registration No. OR Date win Date Name q:forms:Affidav . c p ACCESS COVERS MUST BE WITHIN INSPECTION 9' MINIMUM. INVERT ELEVATIONS DESIGN CRITERIA : GENERAL L NOTES : r 6' OF FINISH GRAD PORT 3' MAXIMUM COVER 100.73 FIRST 2 ' TO `INVERT AT BUILDING: 96,23 DESIGN FLOW: BE LEVEL MIN 2' OF PEASTONE INVERT IN SEPTIC TANK: 97.5 4 BEDROOMS AT I l0 G.P.b. PER l. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION INVERT OUT SEPTIC TANK: 97.25 BEDROOM EOUALS 440 G.P.D. OF. THE SEWAGE DISPOSAL SYSTEM ONLY. N 4' DIAM PIPE 3/4' - l I/2' DIA. .INVERT 1N DIST, BOX: 96.37 ° DOUBLE WASHED STONE INVERT OUT DIST. BOX: 96.2 NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED, FOR BENCHMARKS 98.23 96.2 /O' (H-201 �° SET. SEE S1TE PLAN. ;t OAS 95.3 /NVER T I N L EACH CHAMBER: 96. 13 97.5 BAFFLE 96. 13 �11 SEPTIC TANK REOUI RED: 6 HIGH CAPACITY INFILTRATOR BOTTOM OF LEACH CHAMBER: 95.3 3 OUTLET 440 G.P.D. X 200x 680 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND D-BOX CHAMBERS W/3.5't STONE AROUND ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL (H-24J ID'r x 50'1 x IO'd OBSERVED GROUND WATER: N/A CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SEPTIC TANK 6' CRUSHED STONE OR BOTTOM OF TEST HOLE +►/: 88.6 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE DESIGN PERC RATE C 5 MIN/INCH PROF ILE : NOT TO SCALE SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 6 HIGH CAPACITY INFILTRATOR CHAMBERS W/3.5't STONE AROUND. A-600 S.F. 5. ALL. SEWER PIPE SHALL BE SCHEDULE 40 OR 600 S.F. x 0. 74 - 444 GPD APPROVED EQUAL. 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED _ PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL N_$g.-4 4'"76'E I I ----------------- i BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE 3I8.06 i /S MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. P . - DIRT D,PI VE - 888_____ - - T. .a a l- DIG SAFE AND THE LOCAL WATER DEPT. N 4 FOR LOCATION OF UNDERGROUND UTILITIES. AREA 39 . 109+ S . F . _ * 4F , 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE <` `I DES/GN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 1*4ile t ; ' OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE DR Ike CONSTRUCTION INSPECTIONS. 6 HIGH CAPACITY I INFILTRATOR CHAMBERS EXISTING ; W/3.5't 'STONE AROUND i DWELLING 9, EXISTING CESSPOOLS TO BE PUMPED DRY AND 30'-OAK ,K SEPTIC SYSTEM $ACKFILLED. D-BOX !t! � 1 0 r1 /N REAR OF HOUSE p O r' 42' € BM-TOP CORNER OF STEPS. EL•100.90 � 1 h 111 EXISTING J T 36'MAPLE \ 1 OP � `•t DWELLING TPrI J - \/ - ti 20 � L- v ' 1500 GALLON SEPTIC TANK \ M OF CESSPOOLS ,n �qA. { 20 OAK _. <- \ ` CIVIL WOOD / PLATFORMt3.35d1�1 ST SHED l Id' '.4l CB/DH FN PAVED DRIVE STO_CKADE FENCE 323.05' S 85028 '22.W C8/DH FLUSH SOIL TEST PIT DATAe SE_ T / C S YS TE-M 0E_ S / a/11"v INDICATES V INDICATES PERCOLATION = OBSERVED D I0 20 40 490 P TCHER S WA Y MA P 291 . PA R CEL 2.3 TEST _ GROUNDWATER B A R N S 1 A . _c '" µ `• HORIZON TEXTURE COLOR 98.6 HORIZON TEXTURE COLOR LOAMY IOYR LOAMY IOYR 98.8 A SAND 413 A SAND 413 11 Jf j 0 T ............................... 98.0 6. 98.3 B LOAMY IOYR B LOAMY IOYR LEGEND t SAND 516 SAND 5/6 ................... 96.6 26' ---------- .................... 96.6 MA fR K t/ E-/ V/ O / V?4' "C/ MEDIUM IOYR Cl MEDIUM IOYR 008 CONCRETE BOUND i (-Q�v� -1 SAND 616 SAND 616 -W WA TER L I NE GRAVEL GRAVEL O HYDRANT S CA L E / - 2 O O C TO B ER •4 2 O 0 ' 48 -G GAS LINE EAGLE SURVEY I NG I NC A ( / MITC.E L �AY OHW- OVER HEAD WIRES -�, 923 Rou t e 6A LIGHT POST _-- -E- UNDERGROUND ELECTRIC LINE ` Y o r no u t h p o r t , M A 02675 -T- UNDERGROUND TELEPHONE L/NE �'' ✓� I t \� 5 O 8 3 6 2-8 1 32 NO WATER NO WATER -CTV- UNDERGROUND CABL EV I S I ON LINE NE // ��1 I I\ C s �4�N , 1 l20' 88.6 /2o ae.e ' its 1 5 0 8 4 3 2-5 3 3 3 - s i r + 40.4 SPOT ELEVATION DATE: AUGUST 23. 200T TEST BY: STEPHEN HAAS - 40--- EXISTING CONTOUR WITNESSED BY: DON DESMARAIs PROPOSED CONTOUR PERC RATE: C 2 MIN/INCH L O C U S MAP JOB NO: 07-075 F l EL D:CFW/EEK CA L C: SAH/CFW CHECK: CFW DRN: $AH ASSESSORS REF.: ZONE: Map 291, Parcel •T RB Area (min.) 43,560 SF tNCF1'0 s Frontsga (min) 20' FLOOD ZONE: width (min) 100' o� �GtoF Setbacks: Zone C o R Front 20' LKEUF Community Panel No. 'rk #250001 0008 D Side 10 0 $34312 July 2, 1992 Rear 10' _ z ' qa a #498 x• �4 i y � St w f Dwelling . N/F i- r > David L Green / - ' ., •� ' > i Deed Book 1564/241 1 CB1VH ' / 1 N86`I1'20"E Find LOCATION MAP: �4 31.8.06' 1-- ------ --'--'-- --- •---- -- - - Scale: 1' = 2000'f i -- --•-- 26.2-- '-- - ; i . ---- - 39 F 1 Cr R=370.42' __��--•-----'--•---- \ 0.90±Acr0tAcres F OVERLAY DISTRICT: �d __ _L=5.32_.--.__.--'-- -- -- __, ' ____ ---- _ WP - Wellhead Protection District r �� �36.3' i'/' `� a Drive i ! � 1 1 sty w/t � N As Shown on Plan Entitled i �� 1 Dwelling t r "Revised Groundwater Protection 30 pot ! Bit ar/ve Overlay Districts" - April, 1993 1 �� G t G 1 1 co oi+w 79.2' i CHW i ONolfw 1 \ t i —aHw Lawn #490 " e 0 2 Sty w/f Dwelling j� : :'•. i gym° . . r r`I��.3� .,\\ _ 1 •:'•.•SMtem (tiyt .r ic BOH card) tO •x... - J 60.0'•`..•;'• 1. t ^ j Approx Septic Legend: I 110j� y syte,n (by BOH card) _—--— °/ —t xI of •` _ Vrve Fence 1 ° •.. .--'- / CB/DH Deciduous Tree B1t Drive _-•-_.------ -- �OJ Fnd t---- ---- -- -- -- ------ ------ S86'28 20"W o 14:7' Stockade Fence Setback Line 323.16'. N/F Adrian M S Piper Coniferous Tree .LN/F Deed Baok 11427/253 CB/DH Anne inor �" ® Water Gate (round) Find Deed Back 12602/37 I © Gas Gate (round) El CB/DH - concrete bound w/drill hole 13 BRB - Barnstable road bound Utility Pole O 15 3O 45 60 FEET —ahw— Overhead Wires Sheet # Title: repore or: Notes Revisions: Scale: Plot Plan of Land at CapeSUCV Mark Lemon & 1.) The property line information shown was 1 =30 1 Jayne of 1 490 Pitchers Way in Ja Brunhom compiled from available record information. Date: 7 Porker Rood y 2.) The structures shown hereon were located 18/MAR105 Osterville MA 02655 490 Pitchers way by an on the ground survey performed on w Barnstable (Hyannis) Mass. (508)420-3994 (508)420-3995 fax or between 02/DEC and 06/DEC/2005. 9C182_1G1 1 capesurvftapecad.net Hyannis MA 0260� r IMPORTANT- UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN 1 A7 ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. ` ' NOTE: A -SEPARATE PERMIT IS REQUIRED FOR THE ( INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL ---- — -_ } uev�ing 2�i fvlfi vPERMIT DOES NOT SATISFY THIS REQUIREMENT. vhr end l (vW,0.0 N n f OKE DETECTORS REVIEWED ' u�'ll j�G�'c'�vV U'�'i>H���� � � BA INSTABLE BUILDING DEPT. DATE I V9ti3V2d GOVvte,�/�I IIJ U' FIRE DEPARTMENT DATE 1 R PERMITTING ED --r - 171 - _ T Ii Dmq IA4 PC Fm El G X� )-v��� �-- �x�h,i�-�? u 'j I"t (-v — dUcV�rjc-' V I� t zlf�ai t7 g re'li a-10 -1 *71 CARBON AMNOXIDE ALAWS � — --- -----r MUST BE INSTALLED PER � � r � I'l h7ASSACHUSETiSBUB,p�� �� ��'G,� - ► p � N d r fi h � o�� o s - 4L l a RA- � �✓L . Is 1� s- 41 -• � -. 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ZI { a ` T �.j61,:I-hol1 ye”on fi4 U 1": (O r'o4�-kjLXA): r R.GFU Gcam. �— SS h TM m ii F —� - - — l -f 1 3 - -- ✓ , T ' -sl tl s s! - s ' (I I I-3 °x py uI - i ' I nm� Ott w x I II i / I I j 1 vlf tv o' 2 I i I �l��l-h►olik "Ire ro o,v. '� J I I I I I I i �� I ► I I I ,� I � i l � --� � i I � ! f l In Al- I —I _I lilt" �-t-u�,Josc�f'r rn ,4' jcvyl �ll� o,c, Id a.e-unfi�o ex 103!'�✓ I �I- i I' n n a r T Qj °U v4 j Q �I -t�;viirl�eel_a3lirr _ I s �- � �t,�,� Zv►o- lYi, lad , — -2 �:_ » . . � � ._ icy _a �. _ � _ �__ J u.ar11_vvi;l Y. %F:� v >>o[Ti[ I aj}V �r. j_\ 2V� 4) R, ' i -:P� �JI7�� 1 ` ''QQ tl 2`1`t(o_k91Nc�.l�c�ofJ 2;7;o u t � )NAL t�' 7 - G i I V�u�e�✓I. - � r0 Z X i - - -- - -- �- ----- - I +: 2xio�ccE��izvcto `� p 1 7 � �. ri i f , '' J J t r ` d r c � STAMP: 0 r 0 m i T. ADDITION TO THE LEMON RESIDENCE 490 PITCHERS WAY w U < HYANNIS, MA. �(k: WW rN Z✓I nZ GENERAL NOTES (see also Project Specifications): 8.Existing surfaces disturbed during the cour,a of the Work shall be reconstructed and ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS on finished to match adjoining surfaces. PAtcbed arras shell be Imbibed Iv such a T-1 TITLE SHEET 3 mer er m� m s- as to provide vlal and structural continuity acro in tu et the entire affected surface.m As .Owe eon n -Odav — saxes Acoos W ua ✓1 Aso¢rwlm noes tan .en, o�if)i 1.The General conditions state that the Contract Documents are complimentary. 9. All cold°created o eurfacef disturbed resulting from cutting. rrumnei o installation of Aef .twmulmg tie- utmun A-1 FIRST FLOOR PLAN/ a ° uv. l.v.ARr ¢II1ma a1PmIW-tLRtS 2. Provide the xrvim or a Ymmchusett9 Registered curve to layout structure on wile element.°° Part of the cork shell be filled and (inlsn<d to match ed)oinfng corutrodiev. AaIJ°vgp Aaq® t ar aevz alaxary ELEVATIONS e Surveyor you AT king sAavr.rnrm 4K:%? red evttme�rlox. m[xwem And establish ezlslbtg elevations.Elevation f finished hoer shall be established by 10. Except as provided in the Documents.no structural member or element shall he Cut mYf awn ... eusalr naves .am tg„m s.•minx twv A-2 FOUNDATION PLAN/ Architect with elevation information ronded b Sune without written 1 of the Architect. Me General contractor shall coordinate all 9tdlce,Ee THE pan,he comes p y Surveyor. approve d, a 010 A raerntmt...nth FIRST FLOOR FRAMING PLAN/ cutting end shall advac the Armitacl of any Potential concocts with new or existing own elacmtd fa[ mm.aau 3.The General Contractor to reaponstble tar all the work. an" aortae ew. lmmtvY •'• an erns GD.Ttla NAILING SCHEDULE eta<ture. Dm1um Ivor o Anna A.Baas and intigh panda of me fort level, plumb. . acre and in correct al position- vow. sou' m.Au anP. wsneas N axe coatwnW A-3 ROOF FRAMING PLAN/ B. Yoke joints light and steel. If each ie impoashble, apply moldings,sealant or Omer 11. Demolition Work shell only be c fried out once all temporary shoring and orating ls in °Y °LY N0 MJYBes joint treatment as directed by Architect. place. Removal or all temporary supports shell be completed only after new work in secure c c� nil am re lwn.v ^" °mfp10 0pAO1R CROSS SECTIONS C. Under Potentially damp conditions, provde galvanic insulation between different and complete. is p�) tics- mmconuns A pactarr Lv metals which are at adjacent on the galveric scale- t>G cmao m mm¢Ae //;;�� o9tumt toofmuAm A U D. Apply liruleetive finisb to pert.of the Work War,co ira.b.g them. For example. IZ NI meterieb, equipment end Workmanship shell conform to the requirements of inns aag� arm 'firsts \� evavrt new tn® } i t docr to botlortu,glazing ado authofitwit having jursdicton of the Work. and tw.w per. p.an z Q Pon pa. g pe.glazing rebates.and hardware cutouts before now. mnsgrz rta p.artm ® wour. LLI imaging doers, and Fun.corrodible mounting plates before Installing parts over r them. 13.All materials and equipment shall comply with the Occupational Safety and Health Act. cw coreurz e.emn can in, sum, E.Where a required in order to install Parts of the Work in usableform including all amendments. corer, rmwrewtm p.wf, P.�R11aN Q °°°°'I°®f' Q roes. toxrmiw.b n pun wamw rrpg and to make me Work perform properly,provide such accessories. If special Innis cs coxus./covfg roDr, w. rlABfu El CC la.All materiels and equipment shell conform to the requirement.of Authorities having toss toumvma. p.uY nAsse umsurs 1 U) L are required to maintain, adjust and repair products. provide them, wv rcrAa dy eAu Trve Z Les jurisdiction regarding not using or Installing asbestos or esberioa-<ontsinfng materiel.. lies- . P.Follow manufacturer's Instructions for assembling.installing and etljuanstr products. sA s.lmvl pines, lassoes O of UJ Imvgos znv.tmx w Do not Install products ti a masher contrary to the menufe<lurer'e instructions ID-All point used ov•II isandproduct.and assemblies a to conform to Mini i. Dry as �s ans e�"a nd'mW.ing q xuyeals soar rz vn.ma unless authorized i writing by me Arce nt.leaving 6pxifiteliom Ion P1111ts and Coatnnga Accessible to Chnitlrcn to Minimize Dry Rlm Toxicity. fie Ammemra ¢ao ® am®°lmu om¢ll 1-- Tf¢muawo tuts[red G. Me end eof the ell Heim of equipment.ter . them fully reedy for use. .via we ��� Q � z ]- I8.All w rrenties.guarantees and sashes maintenance agreements shell commence on the oaaul ourwkTl m. etvmae Tuonore.¢1neATm z H. The Plumbing division of the components iota of intended Structural. Electrical. by tin eel. ° on omaio rovar.m gamy'sag Plumbing and Civil tompovente'u not intended as division of the fork by trade or date of Substantial Completion of me Wort or of the item being guaranteed, whichever is as non. an now oe.w Q O z later,so that the Owner may receive full we of the item for the guarantee or warranty etc nscnoclW a now s OF 'omedei utility n tuanms ao. muml opow m°mi[-w° 'm 1. Prprovidee utility IrWeileliens from lot line to hoax including underground electrical. perlrical, i°E. Q Q YLv. pevAdm msr. 0 emir_TlAss M g[tmte 2 water. telephone and CAGY to comply with ail local cedes and requirements. 17.GENERAL WORK TO HE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: � mu �tma msy a [t[. L-Li J. Concrete shall have compressive strength of 3000 Pat 28 days for wells and A.6es1 cracks and openings to make me exterior skin of the building tight to Water and cons, ®and a answer, rlAm oa Iaefl¢re —J O 350D pan®slab work.and reinforcing rods k woven 'n e fabric (WwF) Per drawings. entry. w gel. ens n..mm avaom taA.•st.tun sap smr.pyz Where soled, provide hard steel trowel finish o .1.1as S. Provide adequate blocking.bracing, wise fastenings and other supports to install is mwm er[ nth ® sum.use[actin I.1..I Ddmpprearmg Shell be factory ....factored i mi-mmlic to enters,from asphalts parts of the work securely. Blocking. brechng.nauerc. felem.,end other supports m- /vim °�' w@a® ® antra Inews and mineral fibers. and installed anall wells end footles 9. shalt be of a t not subject to deterioration or weakeni as the result of r. fizz Auav TM° ova g f fig Tee ttl9Dmt°Y ® Rllml fLY® %en for sacks Meu be concrete filled 9onelube forme, environmental conditions o aging. rt rwo®®ga9ea To Tonau�r[ C. Perform cutting and Patching for all trades. Patch holes where ducts.condult, pipes R r�momwd) rat' my ar raoim.,m amuure9n-st® <-The General Controdor snail verily all dimensions at me site and snail nosily the g P° g moo winos I sup m wAu and other products pees through or are be'vig removed tram sainting construction. rre �a Armilttl of any discrepancies before pr°etthef with me Park or m,purchasing hi,h rnob Ti ravr vawrmr-e.n D. Provide chasm.furred spaces, lrc.cnce, coven.File.foundation.and sister red_ roars° or equipment.Verily tion. dimensions in me❑aid before febrieahng i4mn.blest mint nth romSATgt It, con"i in u.Wfx ill adjoining construction. shoconwn clwn required ts condinate whin the Perk, H such conrirutlen u not gqm meIIa'p'a) we vmE®r,,anrmn abam on d ordinate,access with Architect nor¢lam and placement. a sus m'P'eT°°'m ne an.Aa® ace run..mrra tot b. All details are all loci unless otherwise noted and are not necesedrily shown in the B. Provide end coordinate i °pecti doors and panels o required for ease® q equipment fora ¢ eOtnu mrrtAclva we m cog svrTpam - wvnm w�sea Oocummle at ell locations where they occur. requiring adjustment.inspection,maintenance or Omer access and m required far access is. sum/sumo we • open air ae.tw amywam pwm,r ua l0 spaces not otherwise accessible.such as allies And Crawl.paces. �� ware 6. ILA Arcfled As. pa Documents govern the location of all Electrical elM NrcMldcel rem. P.Check Drawingsend manufacturers' literature far requirements for haves,pads.and sum greatest eo.m ./o wneenl cartes wit[ TITLE: metaled m a part of the Work. a rrym omen xumam.m sea maro ass NISI other supporting structures. Provide such structure°. ,Remove supporting structures trio wmwom as was T. Existing Items which arc not to De removed and are damaged or removed m the course associated with removed equipment and patch remaining surfaces. mAc ,"now... A Aa ccamtmr[to of the Work shall be repelred and replaced I.like or.condition without coat. G.An part of one year warizinty specified in the General Conditions, report cracks and lase xumw.v ether damage which occur as a result of settlement and shrinkage during the first year red °sum rY. amen.anti COVER SHEET After hLbstenGel Completion. an °�°'�° DRAWINGS ARE 18.All work shall..far. to the applicable sections of me llamscbuaelts Elate Building n � Code.Seventh Edition. For residential projects. particular attention shall be paid to Chapter REPRESENTATIONAL ONLY 36 - Due k Two Family Dwellings. especially Table 3606.2.3-Fastener Schedule for 6trveturel Members-. DO N O T SCALE DATE ISSUED: DRAWINGS 01/02/12 REVISIONS: DRAWN BY: E PROJECT y: g I DRAWING NO. #f T1 I> L r STAMP: NOTE: THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR 15 TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. IV-6' 12 p 9 0 B 3' i m 0 A \J - b d ANDERSEN - - --- - - - ry FWHW6Bw/ CTC3 WOW ABOVE - - - - --- D' _ U Q V rm j 3 J CLI _ _'_ _ WE, nN af FULL LENGTH SHEAR PANELS Z V) "I Z ap6B - - -- -- I.---- - -- - - PER wcFE ❑O NAILS. WAD GUIDE. PERIMETER NAILS• &1 @ 6' O.C. Q Z n w FIELD- Bd P IT O.C. C7 X O 33%.16'-O'•S'-3' REQUIRED O D7� m~ PROVIDED W Ow 0 3� a ' INDICATES ADDITIONAL PROVIDE HORIZ. BLOCKING AT ALL h UNSUPPORTED EDGES VERTICAL STUDS P of +,a SWEETS of OPENINGS PER WFCM PLYWOOD IN LIEU of WO 110 MPH FRAMING GUIDE SHEAR PANELS HOUSE ////••��,,1 3•-B• FRONT ELEVATION LL) SCALE=I/A'=1'-O' 4068 166E LZ Q s CL SHEAR WALL SCHEDULE Z (n PER WFCM 110 MPH EXPOSURE B O Ld 0� Of LLI WIDTH = 26' LENGTH - 16, ASPECT RATIO (L/W) _ < 1.00 ~ I N 16•-0' - - p Z U Z WIDTH O ♦— Z NOTE 3 DEL HUNG WINDOWS PER TABLE 10 33% FOR k' SHEATHING w/8d COMMON NAILS Q � E Q SUPPLIED BY OWNER Ld LENGTH PER TABLE II 33% FOR IG' SHEATHING w/8d COMMON NAILS J (D _ INDICATES NEW WALL CONSTRUCTION LL.I 0 INDICATES EXISTING WALL CONSTRUCTION FLOOR PLAN SCAL61/4�•I'-O� TITLE: FIRST FLOOR PLAN/ ALL TRIM, SIDING, ROOF SHINGLES ELEVATIONS GUTTERS, ETC TO HATCH E%ISITNG _ 12 - - - a DATE ISSUED: Ot/02/12 REVISIONS: 12 2 --- - - - ---- - - FULL LENGTH SHEAR PANELS - -- _ - irm _ - FULL LENGTH SWEAR PANELS NAILS. PER wCFn 1A9 GUIDE. -- - - -'- - - - LS• M BE O 6'O.C. - - - - - - -- PER wCFn 110 A GUIDE. '- - -' PERInEi ER NAILS.ILS• W BE 0 6'O.C. FIELD-8d P 12'O.C. - __ REQUIRED - .. _ FIELD. P 12' O.C. "- B'-O' PROVIDED - -- - - 33i,26'-0'•6'-6' REQUIRED DRAWN 8Y: PROvIDED -__ e- _. _ _ _.._. _ _ _. - - PROJECT y: ryz DRAWING NO. �F 'f REAR ELEVATION �� scALE:vA••r-o• LEFT SIDE ELEVATION Al c ji e r r STAMP: P.T. 2+6 @ 1&-OC. g 2-P.T.h5 GIRT 2-P.T. 2.5 GIRT of BILL PDWS 2.6 P.T- ,}� eELOW 110 MPH EX OSJJ F-BWND WNE GENERAL NAILING 9CHMULE SILL ' DIA GALL I A-B. B• DIA. IE. T / w/5/B' DIA GALV. 4-B. � OTUBF, TTP, Y 54' O.C. MAX PROVIDE 501.ID Numben t 6'-12' FROM (� - - r PL4«B'KO Joint Description Common rNails Number �x Nall acln n END OF PLATES � FIRST (2) BAT5 w/B'w3'wi' PLATE WA5+ER5 16-6• 2 6• . , , , fbof Ram 1 � I FROM END T MFR TP. p I I I�� OR TO HEFT MFR. n —IL11 CODEREGVIREMENT5 BDc"toRditer(TOe-nailed) 2-8d 2-10d each end ----- _ _ - Fan Board to Rater(Find-rnaded) 246d 313d each end V1 o I r_______________ _- —� _ 5OLID eLOCKING Hkl Framingut U a MID SPAN Top Ratesat Intersectons(Pace-nailed) 4-16d 5-16d at pins w sud to Bud(Face-Hared) 2-16d 2-16d 24'o.c. Z 1n z t Feadero Fbader W I 1 I (Face-naffed) 16d 16d 16"o.c.along etlge n L� x p Fbor Framing mN mI- I I lo•.4e•CONC. WALL ON I _ _ _ Joist to 33,Top Rate or Grber(Foe-nailed) aid a-10d perpst 3 o a�s 1 20•.10'CONC_ FTG_ w/ 1 I ' - 2'"4'CONT_ KEY I I � - - — - _r Boclarg to Joist(foe-naffed) 2-6d 2-10d each end A A t I Bock ng to 93 or by Rate(Toe-nailed) 3-16d 4-16d each bbck PROVIDE 3 CELLAR VENTS I A ledger grip to Beam or Grider(Pacetnaied) 3-16d 4-16d eachpist Joist on Ledger to Beam(TDe-nailed) 3-8d 3-10d perpist o I I '_s _ _ Band Job to Jost(End-naffed) 3-16d 4-16d perpist EX151TNG DRILL t GROUT EXI5ITNG Band Jog to 93 or To FOUNDATION 2-n4 DOWEL5 C FLOOR P Rate(Foe-mailed) 2-760 316d per f001 I I @ 12.O.C.-TYP. _ _ - —�I Fbof Sheathing W U II Hood sructural Panels z Q 1 CRAWL 5P FLOOR _ - mftersor tnrses spaced up to 16"o.c. 8d 10d ("edge I6"feld W I 3 1/2•CONC.$LAB OVER I I 6 MIL POLY VAPOR BARRIER - - - offers OrlNssesspaced over 16"O-C- 8d 70tl a"edge/4"field Q Q I OVER 6-COMPACTED GRAVEL A _ _ I gable end"l mke broke trussw/o gable overhang ad /od 6"edge/6"Feld z Cn I I _ gable endnval vale broke trusswIstwhiral outboles 8d 1Od 6"edge/6"feld w gable entlwdl rate orrale truss w/boiout bbcl¢ 8d tOtl 4"edge l4"field 0 W I 1 - T — - I Ce"3neathing ~_ O _ Gypsrm HOmoard 5 d coolers - T'edge 110"held ~ z U z 1 L H613neathng < 0 ~ Q ________- _ Hbod sructural Pares W d s studs spaced up to 24"D.C. 8d 10d 6"edge/12"field J O = 1/2"and 25/32"Fiberboard Panels 8d- - 3"edge/6"field 16•-O' 1/2"Gypsum Wallboard 5d coolers - 7"edge/10"field LJ NOT GCTO ADJUST TOP OF WALL Boor 3neathilg TO ALIGN NEW FLOOR TO EXISTING Hood 9nx;tural Pane( FLOOR FRAI"IING PLAN 1 ores 8d 1od 6"edge/12 field FOUNDATION PLAN I — greaterthan l" nod tsd 6"edge/6"feb SCALE/4•'_ YALEd/4'•I'- 'Corrosion resistant 11 gage mofing naffs and 16 gage staples are permitted,check IBC for additional requirements TITLE: PER WFCM 110 MPH EXPOSURE B FOUNDATIION Nails•lhle$othelwF�stated,st2esgiven for nails am common wire sus Box and pnuematic nalsof PLAN/ WIDTH = 2G' LENGTH = IG' ASPECT RATIO (Vw) = C 100 equivalent diameter and equal orgmater length to the specified nailsmaybe srbstflutued unlessothenM� prohibited. FLOOR ANCHOR BOLT SCHEDULE FRAMING PLAN/ PER WFCM 110 MPH EXPOSURE B NAILING I.) ALL BOLTS TO BE J' DIA. GALVINIZED SCHEDULE 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3'x3'X}' GALV. PLATE WASHERS 3.) BOLT SPACING: DATE ISSUED: MAX SG" O.C. 01/02/12 MAX 12' FROM CONCRETE CORNERS OR END OF PLATE REVISIONS: _ MAX 7' FROM END OF PLATE AT SOLACE -- A.) BOLT EMBEDMENT MINIMUN 7- DEPTH DRAWN BY: L 1 PROJECT ®: tG DRAWING NO.: iF '= A 2 f L"� r STAMP: 0 0 0 i 0 x a O b V) O W > Q _ J� W n V 1 Z Vl nz Q 1, pUxw _ O O C6 m N 30 oLSH a --_---II---- CON'T RIDGE VENT } 2.12 RIDGE BD_ w -� 2Y10 O 16. OC. w/ 12 2.0 @ 16-O.C. w Q —�2w12 RIDGE BD. —RUBBER ROOF MEMBRANE q Q Q _ TYPICAL ROOF CONSTPI TIGN N �-- _ ASPHALT SHINGLES ON Z 15v BUILDING FELT QJ O LLJ PROP-nx ENBAFFLE AT �--- Tw VI ALUM_GUTTERS ON SLOPED CLG.T Oy 1.6 FASCIA BUS 2.10 RAFTERS @ 16'O.C.w/ Q Z Z 10 VALLEY �- -� 9 511-1 J H2.5 CLIPS P W O.C. R U 1 . 3 STRAPPING AT IV O.C. 1.5 SOFFIT w/CON'T q• Q(R-W) FIBERGLASS BATT O Z 1/2'BLUEEIOARD WITH SKIMOAT VINYL SOFFIT VENT VE- SMOOTH I O KRAFT FACED INSUL. Q Q PLASTER �_—_—_—A'. _l _� ROOF UNDER - -j(���I I C!_ JJE!ICAT HALL CON57RUCJJDN w i I W C.SHINGLES 5 1/2' EXPOSURE J O = TYVEK WM5EWRAP h12 RIDGE BD j Y CDX PtiwOOD LLJ 2.10 HIP—� 5.%2'STUDS R19 UNFACED 5CFIBERGLA55 .. E%. HOUSE IL VY BLUE BOARD /VEN. CRAWL SP FLNR. PLA51ER (SMOOTH) 3 12' CONC. SLAB OVER b MIL POLY VAPOR BARRIER ON 10,� ' CONC_ WALL CN TTP IST FLOOR CONSTRLKTION ' 6'COMPACTED GRAVEL 20',10'CONC. FTG. w/ 3/4' T l� G PLTWD 511BFLOOR 2'.4'CCIKT. KEY GLUED 4 NAILED OVER `---- 2,10's @ 1 O.C. 6' (R FI FI BERGLASS GATT INSULATION TITLE: 2.10 @ 16'O.C. ROOF FRAMING CROSS SECTION PLAN/ ROOF FRAMING PLAN 5CALE:1/4.I'-0 CROSS SECTION SCALE:/a•.I'-O' DATE ISSUED: 01/02/12 REVISIONS: DRAWN BY: i PROJECT 3 q) DRAWING NO.: [i jt �t A A L�y l S t ASSESSORS REF.: ZONE: Map 291, Parcel 72 RB Area (min.) 43,560 SF �NOFMrt ► 3 `e jjj s k = FLOOD ZONE: width°(min)100'0 0•'���RtC1{ARp�y�(re s. i o•. � A .. .f Zone C Setbacks: Front Community Panel No. '12 #250001 0008 D Side ]0' gy"{312 P J Y\ © e Fie July 2, 1992 Rear 10' O9 F SS\C2 a eat Ja z ¢, I #498y '19 D 7� Zy/1�i9if/iO� N/F i— .Q... •. .r\ �. l- r� :9'_., David L Green t F Deed Book 1564/241 t CB/DH 11 N86'11'20"E Fnd LOCATION MAP: 318.06' -- ----- Scale: 1" = 2000't l _ _._---'--'--'----'---- ----'--'--'--�� _ —'----'-- --'--'--'--'-- ----� _— --'--' ---'--',, 390±AcrF i R=370.42' —_;�__._— -- 26.2' ii\ 0.90fAcres � OVERLAY DISTRICT: L=5.32'—.__.--.-------- -- — WP — Wellhead Protection District l II '3C3 As Shown on Wan Entitled j s t`� �\\ Graver Drive I 1Dwryllingt j vN- "Revised Groundwater Protection o tel 1 Bit aryy, — \\ g s. ry Overlay Districts" — April, 1993 3 ^ I `\ o fJ 1 \ \ I OHw 79.2' I o+ \ aw 1 1\ 1 ��—oHW Lawn / l[400 .......S...... o t 2 Sty w/f m i Dwelling x 1 �` i N ° I ,' :` ^ om ° �..........5......... :; \\ 1 .�:' rox Septic I �e t Q 1 --_— S.' \ system (by BOH card) I p ° I 1 I� I Approx Septic Legend: System (by BOH card) —' Deciduous Tree '� / Bit Dries _— -- _ — wire Fen_c„ °__:'_ ••=— — --'-- �� _ CB/DH Q I — 14.7' S86'28'20"W -- Fnd Setback Line Stockade Fence Y\\� 323.16' _ N/F Adrian M S Piper Coniferous Tree ,L /\(I Deed Book 11427/253 N/F CB/oH Anne M Minor - ® Water Gate (round) Fnd Deed Book 12602/37 1 © Gas Gate (round) I] CB/DH — concrete bound w/drill hole El BRB — Barnstable rood bound Q Utility Pole 0 15 30 45 60 FEET —ohw— Overhead Wires Sheet # Title: repared or: Notes Revisions: Scale: Plot Plan of Land at CapeSury Mark Lemon & 1.) The property line information shown was 1"=30 1 Jayne Brunham compiled from available record information. Date: 490 Pitchers Way in 7 Parker Road y of Osterville MA 92655 490 Pitchers Way 2.) The structures shown hereon were located 18/MAR/05 Barnstable (Hyannis) Mass, (508)420-3994 (508)420-3995 fax y or a the ground survey performed on w capesurvBeaprcod.net Hyannis MA 02601 or between 02/DEC and 06/DEC/2005. C182_1G1 I PP ASSESSORS REF.: ZONE: Map 291, Parcel 72 RB Y §r Area (min.) 43,560 SF �ta0F6tAs�.y ;. ,.- Fronts a (min) 20' FLOOD ZONE: width min) 100 0� Rio �F� Zone C Setbacks. o UPS Community Panel No. Front r' �12 . 11250001 0008 D Side 10' A July 2, 1992 e Rear 10' q pP g5� f�.•gyp Gl �Gn ty� p #49 LJ)we1jHng ' S' • '- � a ¢rtsn"� � H/F David LGreen / __ _ a r ? � '-' '. - { ;� , ' Deed Book 1564/241 / FB l i �� N86'i l'20"E Find � LOCATION MAP: 9� 318.06' "I -- ----'—'— _ � --------------------- Scale: I" = 2000'f ----------------------26.2'----- --'- s------'— 0.90±Acre ;. R=370.42 --' l l BRB L=5.32' --'--'--'-- --'--'--'--' y 1� 3 OVERLAY DISTRICT: Fnd ;•--- ------ r-- WP — Wellhead Protection District Gravel Drive l i Sty w/f / cV As Shown on Plan Entitled � / � �v j Dwelling "Revised Groundwater Protection Overlay Districts" — April, 1993 3 / v\ c n // t� t I oHw 79.2' / Qj in i t oHw I 1tC. l / 2 i orw --- OH oHw ��� :.. o m g cc Lam 11490 .......5..... x �w,� i o = a o o / 2 Sty w/f x t as .``` i N r m F Dwelling l / Qic o �..........5......... .•,,......5• ttt l ystem (bApprox y BOH card) / 'O Approx Septic O i Legend: --- LPSystem (by BOH card) ----'--'--'-- ...... _ x •` — _ Wee Fence ._ �❑ Fnd Deciduous Tree Bit Drive --'-- ---- ----'--'--'----•-- — --'— 58678'20"W ❑ Q / 14.7' / —— — —_ Stockade Fence Setback Line 323.16' N/F L Adrian M S Piper Coniferous Tree (�(l Deed Book 11427/253 N �" cB/DH Anne M Minor © Water Gate (round) Fnd Deed Book 12602/37 I © Gas Gate (round) El CB/DH — concrete bound w/drill hole El BRB — Barnstable road bound Utility Pole 0 15 30 45 60 FEET —ohw— Overhead Wires Sheet # Title: at CapeSury Prepared or: Notes Revisions: Scale: Plot Plan of .Land Mark Lemon & 1.) The property line information shown was 1 =3� compiled from available record information. Date: 7 Porker Road Jayne Brunham I� 1 of "'I 490 Pitchers Way in 2.) The structures shown hereon were located 18/MAR/05 Osterville MA 02655 490 Pitchers way by an on the ground survey performed on w Barnstable, (Hyannis) Mass" (508)420-3994 (508)420-3595 fax or between 02/0EC and 06/DEC/2005. C182_1G1 capesurvacapecod.net Hyannis MA 02601 iiiiiiiiiiiiiiiiiiiiiillillilillillillilm--- The Town of Barnstable a OFIME Tpy�O Department of Health Safety and Environmental Services Building Division * BMWSTABM ' 367 Main Street,Hyannis MA 02601 Mass. ArFD MA'1 A Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: — ' JOB LOCATION: o. number street villag "HOMEOWNER": VN - name home phone# work phone CURRENT MAILING ADDRESS:_ , cA 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 of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. 0 'Lo Si lure oVoeo.—Wer4&'1' Approval of Building Official 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 to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN