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0165 IRVING AVENUE (2)
f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z- r Parcel 6 C1 Application0c)i-wg3 q,� Health Division Date Issued 1? -�� Conservation Division Application F e Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 165 E!Q W AC,A ue,h,LA 2_ Village Ir q Q nq i Fort Owner (,ov Address lJay►�2. Telephone 175 - 137.8 Permit Request Re mzy?, 61g55 - 6 re. ,r �nuS,f_ CIVIJD,5Q R.E. f fovvN yKe 40K rN anc� rep ace, wok e& (.e)aan ✓'arnr_, Garden 5W i Per- Square feet: 1 st floor: existing proposed 2nd floor: existing 100° proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type LUX-;N 0Q /,aI el Lot Size �Z.3�Zy 4� Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(# units) Age of Existing Structure Jr' Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes `(No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing ►. news —� Number of Bedrooms: y existing new Total Room Count (not including baths): existing _�new D First Floor Room Count Heat Type and Fuel: S Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing Z New O Existing wood/coal stove.p❑Y s No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing O-new''"size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 20 No If yes, site plan review# Current Use i s Proposed Use e s Id eA a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name L,819154 J ,L I'Z n Telephone Number ;:�Ore �J �g a Address G� Scow yv►► 4 License# 0arc4ovi,, U 1 s A j� d-2 6 46 Home Improvement Contractor# Email 5 A c.c,a Pe,e-o CO wi - tte } Worker's Compensation # 0Jf_500SD1 t p0 7 Z o r A,7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t ow r< o� �u r�sf�bl� ��,����� s��.�-�o►� SIGNATURE DATE 17- / 3/f1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED + MAP/ PARCEL NO. ;1 = ADDRESS VILLAGE OWNER ; f DATE OF INSPECTION: t: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL_ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0 o a DATE CLOSED OUT {� ASSOCIATION PLAN NO. „ r sTaMa: ° D'a�,IN OF BARNSTABLE RFfxNE ALL WATER COT OFI- RE E PoRTON d BRICK wYL HALL HTD.RACK t6'-9• y._b. l Al�frooP �I rR5„ Sib RIWE BD. SPHALT SHINGLES ON~T[W 19v BOIIdnG FELT M 1 T I?COx FLiwD. hG 1 Ib•O.C. Y4. NFw HOV¢ E /�RfHOVf OOIXt h RAFTCRS 116.O.[. I`--a tE'OOOTt A. wKl E%IST.-ERICK FLOOR t0 91npSON NI STRAPS O qE- 7 'O< 1. NEw.117 S NEEDED pL w/ FIXED u — RE-LAY Ex. .nnvtyM'rmY;T.k r,;ARpA11 e'rypM#Ymeasa BRICK 1 O In 'r!J y; ktl CONT DRIP STONE pUST t y 11 E��$ ?? D. REUSE Ex. ,� h.�.X�i 9 f4Ywin Y BLACK HALL E%.BRICK BASE TO REnAIn C TO RE H TiAPBOAR-TO REUSE TTVEK HOUSEURAE%ISTI ELECTRIC REuI Qx LIGNT9 V]'RCI ✓ Ex15T1 .�STUD9 1 Ib'N T GREENHOUSE ZO HATCHE% STOLOSURE D. USE Fx. U BRKKTHREADED�1ION PLAN TD BRKK BRKKAN 0 rvarF, ui fse oTAwl.ws As s E Ve ARE ALL EXIST— PURPosEs ONDIT CQITRACTOR K TO TO VERIFY ALL T%(STING VS.PR—II CONDITIONS PRIOR TO AND DURING U �NSTRDcnen ANo To nAKe ALTeRAnons ADD/OR AD.IuernENTB 10Ewa«As IT �Eu ION Z Q r OGRESSES TO PR NI FUR A COHPLeTED PRo�E 11 w.TuvLIANDE WITH oEE y ,I_a PARAHETfRS AND nlnll'EIn STu1dOiD$SET FORTH In ne STATE BUILpNG CODE.LAD APhIC PRI G CO DES/OH.OINANCEA COniRACTQt TO VERIFY ALL dnENSICNS Q OR TO TO B ELEGINNII-1 NG OF CCNSTRUCTKN, O N W LLJ cn0X ZO O w 0 Z Z > Lr)Z l r LIJ TITLE: SHED PLAN NEw la1 DRIP BD, b NEw 3TvE.Y W IA RAKE BO._TYP HATCH Ex,r FI%ED wWDpt 4LUn.GUTTERS RI II AECIA Lu GATE ISSUED: NEw CLAPBOARDS TO HATCH ExIsnNG = :i 11/I B/2D15 E%.BR REVISIONS-.NEw Ex,ppOR - q'CWR TO RfnAIN RONT ELEVATIO �1REAR ELEVATION n.� SIDE ELEVATION 0LEFT SIDE ELEVATION BDAL.I/ •1 A. 9CAl IUq�•I'=0 v9C4L II/✓•1=p 9CALE�1/gt.11-O' DRAWN BY. DRAWING NO,: ' �a B Al 1 r STAMP: T IN OF BARNSTABLE It��i J 51+.,�~ w•i,� 1'a3`� REj.IWE�.bL�wATfP. i5' AND HEATING EOU 9`7 CUT OFF WATER SUPFIT z15'-4 REItD✓E IYNTIpI OF BRKK wALI WALL IRD.RACK 9'-6' TYPK IRrroF TRy` hG RIWE BO. 1.ASP SHINGLES ON SX BUIpFK FELT QI T 1/a'COx PLYwD. xEw REISTI <SAVE /i�--aEIYNE DOOR h�RAFTERS P W'O.C. _y b•ORJR AEP/uR wwll EXISTING BRIC.:FUROR'"^""•'•TZT�'6' - 1011—EXISTING aA S NEEDED N. i i .a 11/q't o� w/sinP50N xt STRAPS C IG•0.0 R f%EO w•MDOV RE-LAY EX. �s�{�jS�.�'}�11 f6�1 b VFLOtxe Ix CoFT DRIP EDGE STOVE OVSt SAID. RfUSE eX. Lat.GUTTERS(N BRICK BRICK wK a5 fASGa BD5 � TO RfM1AIxL N O BRKIKNBA9E REUSE 0.A—R—TO CN EX. BNI LNG ELECTRIC IT COX PITw(XA 3 n Vf EK R RE FOR 1.14— hA STUDS 116' GREEFBgKETt TO ItCH FXI9TING = FLOORBNE OUST tN ExCLOSURE SAND. fUSE E%. f.0 OF ®IxpKATES NEw uIAL<UKTauCT1[N THREADED RODrA' Eft.BRKK WALL ;� 00000 O DEf'IOLITION PLAN INTO BRKK•3Y O.<. ON FTG. OOR PLAN ° LE/A - No F• LLI THESE ORAwINGS AS SI—I ARE FOR ILLUSTRATIVE PURPOSES—1. v COFITRACTOR 15 TO SITE VERIFY ALL EXISTING VS,PRONSED CONDITIONS MIOR TO AND WRMG caf9TRucTXN Ax0 TO—E.uTeRATKx9 AnD/Oa AO—ENTS TO—-IT nSETON I z W Q FRE55ES TO PROVipF FOR A COT—ET-FRO—IN COf�LIANCE——CAI • 5CALE. II- PARAIVETERS AND—1--STAXIOAR05 SET FORTH Ix I STATE BUI—CODE AND a I.LI ROG APPLICABLE TOaI CODfSroRpNANCES. CONTRACTOR TO—1 ALL pHEN51ON5 � 0 PRIOR TO BE4IIMING OF C(NSTRUCTIpI. 111 U) LA U' Of 1=noOf zo a LLd C) �z z O ,r,Z 'e} w = TITLE: SHED PLAN NEw lag DRIP W. im wINDpV KwF45CIn GUTTERS IN DATE ISSUED: MEN CLAPBOARDS '1/18/1015 1 0 ITCH Ex1911NG ex.BRICK wuL � REVISIONS: (—ER WASH) E%.DOT2 ®'+LOOK TO RLIWN FRONT ELEVATION REAR ELEVATION SLIGHT�SaIDE ELEVATION n LEFT SIDE ELEVATION 9GLE�V°•I-O ALEH/°.1'- 9Cl.LEN/A:I'- 9CAl.I/°F•I'-O DRAIN'N BY:f PROJECT 6 DRAINING NO.: �a ill A 1 l r er�y @y��. �F6��Ag rR��/RK.El�.ap,�{Ir'�,{I/p11. s(iY1.,`1N 'f,J4 5J'6RNS 1/7f•N'LE STAMP: RBTOVE ALL WATER AND HEATING EGU CUT OPI WATER SUPRiU-1 .. RE PMTIUI BRICK w4l _ WALL nTD.RAIX [p, 9'-G' S—ALT SH NGLE9 ON T t+G RIDGE BD. altl[3P.:I:T.vG"'.... I BUILO NG FELT ON k RE—IP VE �� 8 f'�� �REroVE DDOR h RKTfRS!IG•OC_ LL_ xD+_ ASPN R W EX$ NG Eat-•L f ` O WATCH E%IBT tW EEDEID i F R 1 1 zJ 8 Y I w/SR'IP•iON-$TRAPS! NEW 32'+3T OL FI%ED WINDpI RE-LA1 E%. b BRICK EX. GUTT FLOOR IN CONY DRIP EDGE ..S- I a 4Un. ER$CN D. REUSe II FASCIA BD$ BR CK m TOI RBUINL VI O a.BRIMCKNEASE irPlu.L WALL rrnSTml nw REUSE APBOAROS TO npTCMCEX.ON u U EXISTING ELECTRIC YVfK_S__ 3 ✓J� 2 RFWRE FOR LIGHT$ Va'CO%RI I" yyJJ Uj RfMVE EXISTING o1 STUD$!16.O.C. RE-LAY EX. Z Vf h- GREENHOUSfO CH E%I STING BRICK PLCCR IN Q r a NCLOSURE 9TCNE aT t p Z o. LSE EX. ®INDKATES DRILL[EiVxY]' BRICK m mW THREADED ROD EA• �.EVeN:X WISE 3p 6S 0DEflOLITION PLAN OBRKxl3t O.C. TG. n O�OR PLAN Lf v�.AL' Eil/Ae.r-0 TUESE D S AS SHDIOI ARE FCA ILLUSTRATIVE PURPOSES ONLY. TO w CQRRACTOR 1S TO SITE VERIFY ALL EXISTING VS.Pia W3ED CCWDI. PRIOR TO N1D AIRING z CCNSTRUCTNXI OND TO E FOR 4TERATI ETE MID/CR 1 115TnENTS TO WORK AS IT PROGRESSES TO PRWIDE FOR A COiWLETED PROTECT IN CSTATE EVI NITN DDE /15EGTION Z w CCQ P ICAISLE AND rnn S STANDARDS SET FORTu I nA STATE BUILDING CODE 4ND O W >< IC AISLE TOtw CODE$/ORDINANCES. COnTRACTaxNTO VERIFY ALL DIftENSICnS PRIOR TO BEGWNING OF CONSTRUCTION. Q � Q w N � Q ZO �~O c N w Z O u)Z uQ w r TITLE: SHED PLAN NEW U]DRIP BD. NfN 9T:3E' a U6 RAKE BD.-TYP PHTCu Ex flXEO wWDLH NEw 4Un.GUPTERS QI IW.FASCIA NEW cLAFeD.ARO$ DATE ISSUED: TO nprcu eXTsnNG 11/I8/2015 ex.BRICK WALL REVISIONS: NEW eX,croR 1a'DOOR TO REPWN nFRONT ELEVATION AREA ELEVATION nRIGNT SIDE ELEVATION WEEPY SIDE ELEVATION 9DALEl1/q.I-O'I 9CALEU/A°.I'-08 9CALEII/A[•I—D 9r.LLE�1/Ae.l - 3 DRAWN BY: DRAWING NO. a a� Al L� l— VMS T To wn o o� °�y f Barnstable' Regulatory Services _ . rY i RlTl17LRLiRf.P. f Richard V.Sr_aA Dio:ed br '��► � Building Division Tom Perry,Building Commissioner 200 Ma a Street 11y=,*MA 02601 www.town barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section: If Using ABuilder I 1r� let 2 n� 0b ,as Owner of the subject property herebyaurhoaze �Jt �� � 1Z2J to act on mybebalf, � in all matters relative to work authorized bytbis bulding pemait application forJb9 IRUM6, At)*f— &AkIAI� tC)rC (Address of Job) Pool fences and alarms are the responsibility of the applicant.Pools are not to be filled or Tiil�zPd before fence is installed and all final. " inspections-are perch med and accepted. , f Owner Signature of plicaut Pnnt Name Prinz Name z/a QMRVZ-0wrmerERM33sr0re0ors - Town of Barnstable Regalatory Services �IM r Richard V.Scdii,Director Buffdi g Division t f t �►A* *=rQ Tom Petry,RuuMing Commissioner r `a� 200 Maier Street Hyannis,MA 02601 �'rEb t www towmbarnsfable.ma_us - Office: 508-862-4038 Fag: 509-790-6230 HOMEOWXM UCgISE E EN=09 Plmse Print DATE: roB WCATION: anmb¢ sfxut �e • FIONIEOW�= na= - home phonc ff work pSonc# 7 CURRENT N AILING ADDRESS: cityltm- sty rip cods 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 notpossess a license,provided that the owner acts as supervisor. DF INMON ORHOMEOWNER P erson(s)who owns a parcel of land on which helshe resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,aiiached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home' eriod shall not be considered a homeowner. Such`homeowner"shall submit to the Building Official on a.form in a two-year P - acceptable to the Build ag Official,thathekhe shall be responsible for all such work peifnrmed umderthe bmldina permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance withthe State Building Code and other applicable codes, bylaws,rules and regahtians- - The undersigned`•'homeowner"certifies thathelshe understands the Town ofBmmstable Building DepartmentmmiinQra inspection procedures and requirements and that he/she will comply with said procednies and eats. Siguahirc of] omcowncr Appmval ofBnUding Official Note: Three-family dwellings containing 35,000 cubic feet or larger willbe requiredto comply with the State Building Code Section f27.0 C.oj s ction Control - HOMEOWNER'S ExF>U'r'rON �* 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-IA-Licensing of construction Supevvssors);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 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 to homeowner is folly 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 formlcerfification for use in your community. - Q\WFff2MRI&-%uUd3gprmlitf=kEXPRMS.doc Revised 061313 the Corrirttorrivealth of Vassachusetts Department©fl4d=trial Accidents Office ofImestigadons '1 600 Washington Street } Baslon,AM 02111 " ivisnimassgovIdia Mrarkeis' Campensation Insurance Affidavit Builders/Contracturs/Electricians/Plumbers applicant Infaimation `.•Please/Print LegibIy Name(Business oigmin ioamffiidmi)_ �GLIZ-e- 6o, L L Address: (�G S&w m R0a� City/Sta&Zip-- C q r5f0h3 6115 02 Phone f 50 Y7 g Are you an employer?Check the appropriate box: Type of project(required), 1.9 I am a employer with 1' 4. ❑I am a general contractor and I 6_ New construction. employees(full andr'oryart-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7- IR Remodeling ship and have no employees. These sub-contractors have 8. ❑Demolition wod7ng forme in any capasi4y employees and hn a workers' insurance X 9. ❑Building addition [No , [No workers'comp.insurance comp- repairs ' required.] 5. ❑ We are a corporation and its 10.❑ epairs or additions 3.❑ I am a homeowner doing all work officers have,exercised their I I.❑Plumbing repairs or additions myself [No workers'camp-: right of exemption per MGL 1?.❑Rd'of repairs insurance required.]i c.152,§I(4),aadwe have no employees [No workers' 13.❑Other comp.insurance required.]; *Any appficsw:that checks box 91 mast also fal out the section below showing ibe r wodcers'compensation policy informaHon- t Homeowners who submit this aiidavii indicating they are doing all wedgy sadden hire outside contractorsnmst submit a new affidavit indicating snort 'Contractors that cbecic this bout must attached as additional street showing the name of the sub-contractors and state whet u or not those entities have employees. Ifthe sub-contractors have anployees,they mustpmvide their awrken'comp.policy number. I ant art etttployer that is prof,fding it,orkers'conipe.rtsa[iott insurance for my etnpLry-ees. Below is the policy and job sine informatiotr. / Insurance Company Nam e I I0- ' Prof el 10 n Policy 4'or Self-ins.Lic-Ilk. W L 1500 5O 1 t 007 2.016 Expiration Date: 5 1 t 1 b Job Site Address: !(05 I t�UI N� A V E Nu E City/state/zip: R14anhj5 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of NfGL c.1572 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andror one-yearimprisonrnent,as well as civil peualties.in the form of a STOP WORK ORDER and a rMe of up to WO-00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of . Investigations of the DIA,for insurance coverage verification. I do hereby cerh;fy under the t penabYes ofpeduty d.*at the irtformafion pm ded a bm a is true attd tarred Sitstattue: Date: t Z 3 rj Flioae�: Offl ial use only. Do netasrite in this area,to be completed by city ortntt'n offidaL City or To am: Permit/License# Issuing Authority(circle one): 1.Board of$ealth 2.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone#: Information and Instructions Massachusetts Gf mal Laws chapter 152 re hires all employers to provide workers'compensation for their employees. Prm-= to this sfatute,an wT[gyee is defied as."_.every person in the service of another under any contract of hire, express or implied,oral or wHttrzL" An errrployer is defined as"air individual,parnership,associaii6 corporation or other legal entify,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 imdividaal,partnership,association or other legal entity,employing employees. However 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 work on such dwelling house or oa the grounds or building appr�tiereto shall not becaise of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every'sfate or local licensing agency shall withhold the issuance or renewal of a license or permitto'operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance-covexage required-" Additionally,MGL chaptrr 152, §25CM states"Neither the commonwealth not any of its political subdivisions shall enter ink any contractfortheperformaace ofpnblicwoikunthl acceptable evidence of compliancewith'the insurance, requirements of this chapter have been presented to the contrasting aufhorify_-" Applicauts- Please fill out the woamrs'compensation affidavit completely,by checlong the,boxes that apply to your sitnaiion and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificates)of no employees other than the " d Liab Companies LC or Limited Liabh7ity-Partaerships(LLP)with emp y ce. Lihnite (L )mcrrran .�' omp members or partners,are not required to cauy workers'compensation insurance_ If an LLC or LLP does have employees,a policy is required. Be advised that this aff davit may be submitted to the Department of Industrial e o be sure to s' and date the affidavit The affidavit should ation of insur-�ce cove Also �n Accidents for confuin mg be rat zmed to!he,city or town that the application for the,permit or license is being requested,not the Deparhneat of Iudi—i s ial A_ccideets. 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 s elf-gin 5M=ce license number on the appropriate line. City or Town 0Mcials t - Please be sure that the affidavit is complete and printed Iegibly. The Departmenthas provided a space at the bottom of the affidavit for you to fill out in the event the Office ofInvestigafions has to contact you regarding the applicant Please be sure to fill in the pehinit/license mmaber which will be used as.a reference number. In.addition,an applicant that must submit multiple permit license applications at 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 m (cry 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 permi7s or licenses_ Anew affidavit must be filled out each year.Where a home owner of citizen is obtaining a license or permit not related to"any business or commercial v&ni>sre (i.e_ a dog license or permit to bum leaves On.)said person is NOT rcgo=d 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 Cammonweellh-of Massachus-atts ' De-parbnmt of Iudustdal Accidents Qffice of)hVe&dntiox ���ssbingtQn Strut Boston,MA 0 1 I I Tf,-L#617 727-49QO cxt 4€6 or I-M-MASSAFE Fay€#f 17 727 7749 Revised 4-24-07 vjnas5_gGV/Ilia ACORO® DATE(MM/DO/YYYY) A� CERTIFICATE OF LIABILITY INSURANCE F7/29/2015 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 Michael Edwards NAME: Lawrence Carlin Insurance Agency PHONE (SOB)540-7100 —FAX, No: (508)540-8426 230 Jones Road AIL ADDRESS:Michael@ lawrencecarlin.com INSURERS AFFORDING COVERAGE NAIC# Falmouth MA 02540 INSURER A Arbella Protection. 41360 INSURED INSURER B Associated Employers Ins CO Schulze Building Company, LLC INSURERC: 65 Sawmill Road INSURERD: INSURER E Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBERCL1561200844 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. INOLICY EXP TRR TYPE OF INSURANCE AD L S BR POLICY NUMBER MM DDY� MM/DDIIYYYY LIMITS X I COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED 100,000 A CLAIMS-MADE X OCCUR PREMISES Ea occurrence _$ �I 9520036828 3/5/2015 3/5/2016 MED EXP(Any one person) $ 5,000 PERSONAL&AOVINJURY $ 1,000,000 GEN L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 JECT POLICY PRO n LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT- $- Es accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ I UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ I DIED RETENTION$ $ WORKERS COMPENSATION - PER OTH- - AND EMPLOYERS'LIABILITY STATUTE I ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) WCC50050110072015 5/11/2015 5/11/2016 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E,L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Falmouth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1 Town Hall Square ACCORDANCE WITH THE POLICY PROVISIONS. Falmouth, MA 02540 AUTHORIZED REPRESENTATIVE David Lawrence/MEDWAR vim' C 1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 nmenn AFCC Guide to,TYoad Corrstr-ucdorr irr High JKWareas:11O.Frrph hFitidZone Massachusetts Checklgt fo r �- Cani -lia�i I✓ 78D CRdR of C 53 .,I I Chxk Compfiancc. Wind Speed(3-sec .gust)_._._._... '.............. ...:......:._._.......-_ .:_:_... _ _... 110 mph ✓ Wind Exposure _ Wind Exposure Category......._......._Engineering Required For Enfire Project...•.............................................. ✓ 12 AppucA.BILRY Number DfStories(a roof which.exceeds B In 12 slope shall be-considered a story) l stories 52 stories ►� RDDf Frtc r_._...__.._..:_._..._..__..__:.__.._...................._(Fig 2) .___---._-------------------_:.___.._.�� _1 2:12 c MeanRoof Height'.. ._ ___................................._.._�-(F►g 2)....................__.......-=•...:.._.. Building Width,W_..........- . - Buiidrng Length, L ----_._--:_._._....._..:.:._:.::..--:----_..:..(Fig 3)..................:...___...__.�.__.:.:__..�o ....._........... ........... _.__...-- _ _-•------- - _.. _ _ Nominal Height ofTaliest 6pening2 ..-_.--------- _.._.._.._(Fig 4)....__:�_:_--:...--:..._...�-_....�._-•_� 'If S 6'B` �- 1.3 FRAMING CDNNECTIDNS General compliance with framing cflnneCdDns._..._._____.(Table 2)---_.:--.-........:.....:.:. -----•-- ------- .2-1 FOUNDATION - FoundagDn Walfs meeting requirements of 7BD CMR 54D4.1 . : ............................................................................. .................................. ..... ✓ ConcnateMasonry.----••----------_-------_--------..................._-..------•---•-•-•---•---•-••-••-•---------==....._._....... 22 ANCHORAGE TO FDUNDATIDNt'' 5/B`Anchor Botts,imbedded or 5/B'Prepdetary Mechanic it-Anchors as an'altemative in concrete only BDIt Spacing,-general.............. - (1 able 4) • Z in. _..._._.. ------•......................... Bolt Spacing from.endrjoint of plate --------------- Bo Fi ►n.<6` 12`. ltEmbedment-concrete----------.--------::..............(Fig 5)..............:.:.._............. __ in.>7` Bolt Embedment-masonry. .............. (Fig 5)_".:..:...:..:.. ... ... . . in.>15. -.- PlateWashef..:._-------------- _-•- . t.._...._.,.-•-----•-•--•----....{Fig 5)....._._....--=-----•-•--•--•------_.,._._>_3'X 3`-x A' 3.1 FLOORS - Floorframing member spans checked :_.__............._..._...(per 0 CMR Chapter 55) Mwimum FlDDrOpening*DLmension...___....___._.� ....:___.(Fig 6). _ _ _--•------..____..�::_... _.. Full Height Wall Studs at Floor Openings less than Z from Exterior Wal i 6 Maximum.Floor Joist Setbacks E Suppoi frog Laadbearing Waifs or Sheanaralf...............(Fig 7)......._._::.�...-_-- -. _....._..--:-- .._._ft 5 d Maximum Cantilevered Floor Joist . . . Supporting Loadbearing Wails'or Sheanwall.:-•--.-------(Fi9 B)••---=----------•-- .••-•-.--•- -------------_.._ft s d • FioorBracing at Endw-aI)s_:____................:.-----:--•-:--..:.._.(Fig Floor Sheathing Type _'.__._.... ...(per 78D CMR- apter 55 Floor Sheathing Thickness -:...._............._.. • __.(per 7&d C Chapter 55)__•- ' _ _ - In Floor SheathingFasiErfin ' (Tab e .—d nails at in edge!_in field 9_ ................ 4.1 WAL.LS Wall Height: Loadbearing wafts-._ ___._. .-------___.. �.__.f9g 10 and Table 5)........ __.._' 4S ft 10' NDn-Loadbeadng wafts (Fig 10 and Table 5)_._.:---:_...............V ft'S20' Wall Stud Spacing _...._...,..__._......_.._--•---_...................(Fig 10 and Table 5)_...._:.._.__... Wall Story Offsets :.�.� ._---------.__:.__. .__:.. Fi s 7&B)_—_--------_,...._:..:._.........:...'Oft s d i 4.2 EXTERI OR-WALLS' Wood Studs Laadbearing vralis.,.•--.--..:......._......................... (Table 5}.............................2X %�J- ft in. T Non-LoadbeMng•wafts._._-__........_.........................-..(Table 5).................................2x -�C ft�in.. Gable End Wall Bracing _ Full Height Endwall Studs...' .......... _._.(Fig 1 D WSP Attic DD _- _..-- _._.-._-- ( ig )- - --•-- ...................____.. . _ ✓. Floor Length- .. .(Fg 11) -------------_--.__ ft�:Wl3. _.., Gypsum Ceiling Length(if WSP not used)........._:.......(Fig 11)... _ft>_0.9W and 2x 4 Continuous Lateral Brace @ 6 ft o.c (Fig 11}_..:.... .-........_....._ . ..... or 1 x 3 cetTrng furring slips @ 16"spacing min wrfi�2 x 4 Mocking @ 4 ft.spacing in end joist or truss bays�lJ[ J DDuble Tap PWb- Splice Length ---------------__--_---Fig 13 and Table 6) ....................... ft Splice CQnnectiDn (no.of 16d common nails).............(Table 6) .......................... __....._. ff FVC'Guide to FYoad Carrstructian in ffigfr'FKnd Areas: 110 azph.,Knd Zone ' MassAchusefts CheckliA for ComplianCe(790 CMR5391.>1-1) Laadbearing Wall Connections Z� - taferal(no.of 16d common nails).._............_____--__.-_-_(Tables T)........ .. y NDrj-L•aadbearing Wall-Conner:ons - - Lateral(no.of 16d common Waifs) _(fable B) Load Bearing Wall•bpe'nings(record largest opening but check all openings for conipflance to Table 9) Header Sans ._.._:_.__.___..._....___:..____.:_.........(Table 9).—.:._.�-----_..._-_______.�ftZl_ Sig Plate S •ans' -__:._.._...:..................-_____.........: able 9 ft Fug.Height Studs no.of studs __:.(Table 9)......... Z ✓ Hon-Load BeaQng Wall Openings (record largest opening birt check an openings for compfrance to Table 9 Header Spans. (Table 13)....._....____________..__._.. 4ft O in.s t2' _.__.__..__-__.. able 9 ft TS in. 12` —T SM Plate Spans...._._.::_ ____.:._..__..... (T ).___.___.__.--------- --__-•� Fug Height Studs no.of studs _..__.___... able 9 ..................... Exterior Wall Sheathing to Resrst Uplift and Shear Simultaneausfy4 - Minimuin-Building Dimension, W 'Er Nominal J� Nominal Height of Tallest Openingz ------ke Sheathing Type_---------------—•---..................(note 4)_-.—__...............___.___..._._.:__—..._./,. c��► V Edge Nail Spacing—----------------------- (Table 10 or note 4 if less)—--•-------_---_. in. Feld Nail Spacing ---._..._.._.__--_--_-:-•---__---....(Table 1D)..._...._._-----_--__.._.__..—..---_. in: Shear Connection (no.of i6d common nails)(fable 1D).......—_____-----------------------............. `� ✓ Percent Full-Height Sheathing-__' _._.:...(Table lD)......,_-----__---------:_-•-------�_--_•--•• 5%Additional Sheathing for Wall with Opening i 6'B'(Design Concepts)-------------------- . Maximum Building Dimension, L Nominal Height afTaJlest OpeningZ______-_...._..._..... __... <_6'B` ........................................... — 1/ Sheathin Type---- note 4 _ C• Edge Nail Spacing.........................---------------(Table 11 or note 4 if less)-----_---------------- Feld Nail Spacing--------------------------------------(Table•11):_______.—__,-------------------------_.._._min Shear Connection(no,of i6d common nails)(Table I)......................:.......______-_____..__.:-_.. L/ d •' _ Percent Full-Height Sheathing._._.,w__.—......(Table 11)..:...............•----..__..._---:----__--_-- -. % 7- 5%Additional Sheathing for Wall wifh'Dpening}6'8`(Design Concepts).......:.........:.. ' ✓ Waif Cladding Ratedfar Wind Speed?-- - - -..._.__.._...................•-------•-----------------------— - _- -- _--_---- ' .1 ROOFS Roof framing member spans checked?......_..._...._.....(For Rafters use AWC Span TDOI,see B.BRS Websita-) Roof Overhang ....(Figure 19) _fF s smaller of 2'or 113 -- - - -.._... __......_.. j� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...._.....:_...................-------_(Table 12)---------------------------------------U=1 76pff ____L=��ptf --•--_----------- -.(Table 12)----------------------------------_.:__..5=-7 7_pff_ ✓ Ridge Strap Connections,if collar ties not used per pale gi... (Table 13).......... ................_T /�pff Gable Rake Outlooker---------............:.....................(Figure 20 ft c smaller of 2'or LI2 Truss or Rafter Connections at Non-Loadbeadng Walls Proprietary Connectors U Jdt_...__...._.__..::.......__-...------ able-14 U= ib. . Lateral(no.of 15d common nails).__(Table 14)..............................:......-L=,alb. Roof Sheathing Type _ (per TBD.CMR Chapters 53 and 59) /2" Roof Sheathing ThIc:mess -.----------- ---__ Roof Sheathing Fastening.____ able 2 .....---------jes This cheddisf shag be met in its entirety, excluding the specific 6=eption noted in 2, to compfy with the requirements Df T ffBO CMR-5301.2.1.1 Item 1. the checfdrst is met in its entirety then the following metal straps and hold downs arm not required per the WFCM 110 mph Guide: a. Steel Straps per Figure,5 h. 2D Gage Sfiaps per Figure 11 ' c_ Uprdt Straps per Figure 14 d. Ali Straps per Figure 17 l e . Comer Stud.Hold Downs per Figure IBa and Figure 16b Exception:Opening heights of up to B fL shag be permitted when 5% Is added to the pe-merit fug-height sheathing 'Llquirar�ants sho'Mi in Tables I and 11. the bottom siu plate in exterior walls shag be a minimum 2 in.nominal thi mess pressure treated 92--giada- 1 - R tr L Wllae ro trdod t-0rlstr'aCtion ut Hig it 11 ad Areas: M uzplt tad Zaa*E Massachusetts Chaddist for CbmpHance(790 crAR gal-2J:ij' 4. a. From Tables-1D and 11 and location of wall slieaning and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shag be minimum thickness of 7116'and be iristalled as follows: . 1. Panels shag be installed Wglh strength aids parallel to studs. I All horizorrfa►joints shall occur over and be nailed to framing. riL On single story constructlon,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 attachtneht of lower panel shall be made to.band joist and lower attachment made tb 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 HorimniattiNailing for Panel Attachment' sang pro on:a new house DrhDr=ntal a on—required if prDlect is 1 mile or closer to shore(generally,south of Rte.28 or_north of-Rte.6) b)vertical add"rfion—not required unless there is extensive renovation to the first ftdor c)replacement windows-needs energy.conservation compliance only(chap 93) B.Wood Frame Construction Manual(WFCM)for i SD MPH,Exposure B.may be obtained from the American Wood Council (AWC)website, . -MENTHSEDGERES W USEEd MACS . II II 1 ' t 5 1 I • a 1 , 91 t2 t . K H 1• a fL \{ I - 7 IL elf ti �1 @ � '1 1 • . � I 1 ll I) [ CL - 1 t Jain I ti .1 0 l 1 I) tL t t 1 rM. f I EDGEMER&EEDWTE lI LI LA _ tt 1 If t 1 t(1 j j -{�I ryjl J I STACGEFED f AGkJG t \ t MI.PfTrr:AN �— PANE-1-1 �1 RQUHLEEtAILHX.ESPAQ'IGDF3AL " See Dawl on Next Page Vertical and Horizontal Nailing Vertical for Panel Attachment �rrd Hotizantal NaiCrng fbr Panel Attachment.. I Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor License: CS-056340 r.rr.v WILLIAM L SCI LZ 65 Sawmill Road Marstons Mitls Na 01_ Jam; ,1 i" Expiration commissioner 10/29/2016" �•' .....,_."._.._._-.cgs�.•.�,;: _. .:_ .,.. K._ „ �, .. V/ae c(�o�rrvrrcanwea�i a��>r2�c�a�acfivae�.,' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR j Reglstration:;:,%°"V 2049 Type: Expiration.e-:?J1`9120a7 LLC SCHULZE BUILDING.�Ci F� WILLIAM SCHULZE i' 65 SAWMILL RD ? .'Lr' \.•G' •s„ MARSTON$MILLS, MA 02648` Undersecretary yDARNen,TA REI'%)VE ALL WATER AND NEATiN4 EOlIFnENT NT oFP wnrER SUPPLY •�•'T R�EnWE PORTIpI WALLBnTD.RACK y_6• yEF FfRKK waLL TYPKaL ROOF COUSTRrK tl`t ppppyyy.�j4 �d` �NWas 9PHAI.T 5NrNGlE5 ON T av ]vL RIDGE BD. g r1.YC Cpf FtTwplT ON BRiCF "IsT t SAVE i=RElbvf DOOR RIFTfR51IL'O.C. L-y b'D'WR REPUR wMl E%ISTiN4 FLOOR � TO TO HATCH ExrSTiNG AS NEEDED OI m/SIFIP90N uT STRAPS 1 16.O.0 NEw 3T'v9]' L F%EO HMDCW RE-LAY EY. l BRKK ftOOft M CONf GRIP EDGE S SiONE DusT I? 94ND. RFUSE IX, n.GUTF104TERS ON BRKK - Iv5UFa5Ua BWCK WALL TO REMAIN Nj TO REnAIN�� REUSE �APBOAR09 T�PnAtCu E%.ON � J S a C%rStMG ELECTRIC EK HWSFw V - REUIRE FOR L14Hi4 I/]'CDx RTwCW t� n� REnO.•E EIGTTrN4 hA SMTT 05 1 rb'O.<. RE-LAY OO Z V1 ✓f GRECPLgUS[ O Cu IXi9TING 4�T pE OUST LN GZ n� KLOSURE SRKK CUSf F%. m� DRILL.E—T EaaFEaaaaa®INDKATET NEw waL CONSTRUCTION TUREaDED ROD]%' IX.BRKK wN.L �� 6 N DEMOLITION PLAN NTo a i«1 3a•o.c. N fT4. FLOOR PLAN "''" LEr 4 - No c. ui THESE DRAHi N49 AS•9 V ARE FOR ILLUSTRATIVE PURP M ONDI U CONTRACTOR 19 TO T FYO V AL ALA E%ISTING VS.FRONTED ITS TOONS PRIOR TO AND DURMG COnSTRUCTiIXi AND TO HAKEAL AND/OR AOJUSTNErvT9 TO WORK AS 1 nSEGTION Z w Q PROGRESSES TO PltOvIDE Fpt A CRW.CTED PROJECT iN CRIRUUKE wltN DE914N Lf .I-O W PARAI2TER4 AND nrnrnUn STANDARDS SET FORTH IN na STATE CODC TO BLpNG .wD APPLrC OLE TOWN CODES/ORDINANCES. GONTRACTCR VEPo T FT ALL OinENSi(NS Q PRIOR TO 8E4INNIH4 OF CPITTRUCTIOn. WLLJ Of t=i10O ZO wH a 0 �Z Z ur Z cD r w = 2 F 7ITLE: SHED PLAN W..2 DRIP M ] NEH 3YvSS M rvG RAKE DO:TTP HATCH E%.r FIXED wiNIXiV NEw ALun.GUTTERS CN o-L FAscIA DATE ISSUED: To n Tw.DexMisiiNc if/18/2015 REVISIONS Ex. wAAA /FwEReR NEw E%.DDDR b'DL'vrs TO REnAru RONT ELEVATION REAR ELE•VA ION ��RIGNT SIDE ELEVATION �ZLEFT SIDE ELEVATION 9CAL d/ -D e4ALewa•r- scaLEd/aP IF-o `1 l.Le.v<'.r=o DRA*N BY,PROJECT j DRAYANO NO.: a j Ala L Town of Barnstable f 1A81�rA8[i, Regulatory Services • F • Richard V.Scali,Director lED Md16 Buildmg Division Toni Perry, CBO,BuOding Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstable.ms its Office: 508-862-4038 Fax: 508-790-6230 Building Permit Procedure for Residential Addition Or Remodel Or Dock Determine map and parcel number and enter it on application. Historic District Commission,200 Main Street,approval required prior to construction/demolition for any properties located in a Historic District: Old Kings Highway Egstoric District.(north of the Mid Cape Highway) Hyannis Main Street Waterfront Historic District(See map for boundaries) Historic Preservation*(if applicable). -If relie (Special Permit or Variance is required for Project): Co of ZBA decision ocamentation proving that decision was recorded at the Registry of Deeds Win one year of ZBA decision date ❑ Appmals from the following departments are required and can be obtained at 200 Main St: th'Department (8:00—9:30 AM&3:30—4:30 PM' f as of March 2 d 2005} onservation Department (8:00—9:30 AM&3:30—4:30 PM) Tax Collector {can be obtained from Building Department} ❑Treasurer {can be obtained from Building Department} ' Permit must contain complete owner information,full description of project,coaect square otage of project,valuation of project(do not include hvac),building detail for Assessor's Office,complete builders information,including signature and date of application. 5 sets of reduced house plans measuring 11"z 17",scaled 1/4"=1'&fully dimensionalized are required. Plans must include a foundation,cross section,framing schedule,insulation detail & floor plan showing location of smoke detectors(located with a Red'S'.) ******IF SING ENGINEERED LUMER AND/OR STRUCTURAL STEEL,ENG1TTk',Ti' WG TA MUST BE PROVIDED" *** lot plan or mortgage survey required for any addition. Workers Compensation Insurance Affidavit form must be submitted for any workers hired. In the vent the homeowner takes out the permit,subcontractors hired must supply this. Copy ofinsurance Compliance Certificate must be submitted. s Compliance Checklist ction Supervisors License&Home Improvement Contractor's License OR Homeowner License Exemption Form must be submitted if homeowner is acting as general co or or builder for the project operty owner must sign Property Owner Letter of Permission. A NON REFUNDABLE Application Fee must be paid upon receipt of application number. ' All checks should be made out to the Town of Barnstable + S:-Need Home Improvement License,no plot plan required PIERS AND DOCKS:Need Construction Super License AND Home Improvement License: OWNER C OT PULL OWN PERMIT. ' ojects requiring the use of a crane must complete the forms issued by the Aeronautics Commission J I H IVI r. REMOVE ALL WATER A AND HEATING EQUIPMENT CUT OFF WATER SUPPLY NEW BIKE #4 REMOV77 PORT.iN WALL MTD. RACK �� OF BRICK WALK. 3 -6 TYPICAL ROOF CONSTRUCTION 2x(o RIDGE BD, oM I ASPHALT SHINGLES ON N If 15# BUILDING FELT ON I ir 1/2" CDX PLYWD. 0 NEW REMOV: 4 SAVE �� REMOVE DOOR 2x4 RAFTERS @ 16" O.C. 2x6 @ 16" O.C. r- 48" DOOR REPAIR WALL EXIST "ti BRICK FLOOR +j��- TO MATCH EXISTING00 AS NEEDEDLo w/ SIMPSON H7 STRAPS @ IV' O.C. 0 NEW 32"x32" L FIXED WINDOW RE-LAY EX. BRICK FLOOR IN IT CONT DRIP EDGE STONE DUST tf % j SAND. REUSE EX.': w I ALUM. GUTTERS ON +1 BRICK BRICK WALL Ix5 FASCIA BDS CN TO REMAIN -a (n O EX, BRICK BASE TYPICAL WALL CONSTRUCTION X U TO REMAIN REUSE j CLAPBOARDS TO MATCH EX. ON EXISTING ELECTRIC TYVEK HOUSEWRAP = _j REWIRE FOR LIGHTS 1/2" CDX PLYWOOD u W LLJ CQ REMOVE EXISTING 2x4 STUDS @ 16" O.C. Q RE-LAY EX. Z (n ►� Z GREENHOUSE TO MATCH EXISTING Q � BRICK FLOOR IN � Z ENCLOSURE STONE DUST $ p Z 0 SAND. REUSE EX. �_ O EEMBEEMEMEHUM INDICATES NEW WAL CONSTRUCTION i BRICK m (n m (% DRILL � EPDXY � W O w THREADED ROD 24" EX. BRICK WALL INTO BRICK @ 32" O.C. ON FTG. DEI"IOLITION PLAN DFLAOOR PLAN SCALE: /4 =1'-0" SCLE: - NOTE: THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. LJJ CONTRACTOR IS TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING Q CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN A -!SECTION„ ,� Z W PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND 5GALE:1/2 0 W ` L APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS �/ PRIOR TO BEGINNING OF CONSTRUCTION. W W � _ � C Z -- - _ o r _ . w O - L z - Lc-) L (joQ } - z TI TLE: SHED PLAN 32" NEW (x2 DRIP BD. 12 NEW 32"x j ON Ixfo RAKE BD.-TYP MATCH EX. FIXED WINDOW NEW ALUM. GUTTERS ON Ix6 FASCIA �\ DATE ISSUED: NEW CLAPBOARDS 1 1 /18/201 TO MATCH EXISTING - _ - REVISIONS: LX. BRICK WALL / POWER WASH) / -- NEW EX. DOOR 45" DOOR TO REMAIN OFRONT ELEVATION REAR ELEVATION RIGIT SIDE ELEVATION LEFT SIDE ELEVATION SC(DALE:1/4"=I'-0'' DRAWN BY: PROJECT #: DRAWING NO.: