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Home My WebLink About0099 HIGH STREET Iq sf. 4 x I � 1 � 1 ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 035 Parcel 0315 Application # �� J Health.Division Date Issued Cl Conservation Division Application Fee Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address Village Owner Address q'7/� Li' �l 06 / Telephone �� y Permit Request e,6-n S GL X 7: , IhA_E5 z r , d aml 5�k.. 'm h4A1L fly Cwof ln�e&h ITO Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay S oO Project Valuation E3H— Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 1P`) Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: h, m ., .t Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑` J, Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT-INFORMATION (BUILDER OR HOMEOWNER) Name JA lephone Number Address kosaezlLicense# 602--)SAJ l Home Improvement Contractor# /a Worker's Compensation # q0/ J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WIL BE TAKEN TO S SIGNATURE DATE �r v FOR OFFICIAL USE ONLY _APPLICATION# t DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ...,FOUNDATION _. FRAME INSULATION ZZy / 4 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 3 ASSOCIATION PLAN NO. y F Of IKE Town of Barnstable BARNSTABLE, Growth Management Department 9`�OrE 39. Barnstable Historical Commission www.town.barnstable.ma.us/h istoricalcom mission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker Len Gobeil Ted Wurzburg Paul Arnold,Alternate DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Bruce Kelly& Lisa Mycock Subject Property: 99 High Street, Cotuit ' Assessor's Map/Parcel: 035/035 Hearing Date: October 21, 2014 Pursuant to the Barnstable Historical Commission Chair's determination on September 25, 2014 a duly advertised and noticed public hearing was held on October 21, 2014 to determine whether the significant building identified as the single family dwelling on this property is preferably preserved and whether demolition delay would be imposed for the partial demolition of the dwelling on the parcel addressed as 99 High Street, Cotuit. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112-F the demolition of the portions of the single family dwelling are not preferably preserved significant buildings: The portions of the single family dwelling to be demolished are identified in plans submitted by Archi-Tech , Associates, Inc. dated August 07, 2014 and are attached to this decision. In accordance with Chapter 112-3 F, the Commission determined by a unanimous vote that the demolition of the portions of the single family dwelling would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. LGiYLQi YD-1� October 23, 2014 Laurie Young, Chair Date 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA_02601 (o)508-862-4678(f)508-8624782 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): Address: City/State/Zip: Phone.#: C 159' Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 3 4. ❑ I am a general contractor and I 0 * . have hired the sub-contractors 6. ❑New construction employees(full and/or part-tim.e). .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 workingfor me in an capacity. employees and have workers' Y p tY• 9. Building addition [No workers'comp. insurance comp. insurance.$ required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant,that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie. M o 13 Expiration Date: Job Site Address: l / City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA or insurance coverage verification. I do hereby certi he pains and enal ' jury that the information provided above ''ss t`ru and correct. Signature: Date: cT _ Phone#: Official use.only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# , Issuing Authority(circle one): C",# 1.Board of Health 1.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MMIDDIYYYY). AC"E CERTIFICATE OF LIABILITY INSURANCE 12/31/2013 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 terns 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 HART INSURANCE AGENCY,INC. ' rciaN Erica H O'Connor - - FAXC 243 MAIN STREET PHONE 508759-7326 x205 1, N0:508-759-7366 PO BOX 700 ADDRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAtC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURERS: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 wsuRER c INSURER D: ' INSURER E: - INSURER F: - COVERAGES CERTIFICATE NUMBER: 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. LSR - ADDL SUER - POLICY EFF POLICY EXP OMITS TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MMIDD A GENERAL LIABILITY• 8500042039, 01/01/2014 01/01/2015 EACH OCCURRENCE $ 11000,000 COMMERCIAL GENERAL LIABILITY. - - DARMMGETORENTED a occurrence) $ 300,000 CLAIMS-MADE OCCUR 7 - MED EXP An one arson $ - 5,000 - \' PERSONAL B ADV INJURY $ 1,000,000 .. GENERAL AGGREGATE - $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES-PER: - PRODUCTS-COMPIOPAGG $ 2;000,000 POLICY PRO- LOC $ .. B AUTOMOBILE LIABILITY 1020011,647 ' 01/01/2014 01/91/2015 CDSINGLELIMIT .1,000,000 _ , Eaa accident) ANY AUTO ". - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - -AUTOS AUTOS BODILY INJURY(Per accident) $ - NON-OWNED PROPERTY DAMAGE $. HIREDAUTOS AUTOS - Peracddent .. - $ A UMBRELLALIAB OCCUR. 4600042040 01/01/2014 01/01/2015 EACH OCCURRENCE $ 2,000,000 EXCESS LIAR HCLAIMS-MADE - AGGREGATE 3 2,000,000 DED RETENTION$10,000 - $ ' B WORKERS COMPENSATION 0053890113 01/01/2014 01101/2015 WCSTATU. - OTH- - AND EMPLOYERS'LIABILITY - ANYPROPRIETORIPARTNERIEXECUTNE YIN NIA - E.L.EACH ACCIDENT $ 5010,000 OFFICERIMEMBER EXCLUC (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $ - 500,000 If yes,describe under - DESCRIPTION OF OPERATIONS below -- E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space Is required) CERTIFICATE HOLDER CANCELLATION :Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS., HYANNIS,MA 02601 - AUTHORIZED REPRESENTATIVE - ©198 -20 0 O D'CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD fgb =.s Office C1 Consumei Afffai1S ai_e+ J usl-i-iess Regu at,eon 0a C a%a - Jillle 47�0 " r Boston, MaSSaCh't1SCLCS 021116 Home C Go-nt-caC o-r r eg1 starat o Registration: 110609 1.�tpe: Private Corporation -Expiration: 11/3/2014 Tn-T 233027 " E J JA)('TIMER, BUILDER, INC,, ERNES T JAX T 1MER 48 ROSARY LN i. HYANNIS, MA 02601 1Jadate Address and return card.Mark,reason for change. E ddress l enewa,11 ❑ Employment ]Lost Card )PS-CAI is 501.•i-04/04-G1012 i ✓i2P, L/-6?idiii✓Itil?C[�r! O• � 7�t'rT;S!i L'.�i•'. r' Office of Consumer Affairs&Bu loess t�_eQulation- License or regis-'raL�ort valid for individul use only. !-TOME IMPROVEMENT CONTRACTOR before the expiration date. Rffound return to: Office of Consumer Affairs and Business Re6ulation —_ Registration: 1.10609 1vpe: .L ' Expiration: 11/3/2014 Private Corporation i'�Park BPaza-Suite 5170 Boston,rdA 0,211i6 E J JA TIMER,BUILDER,INC. , ERNEST JAXTIMERar 43 ROSARY LN o HYANNIS,MA 02601 Undersecretai_: Not valid,without signature t {; Massachusetts -Department of Public Safety } Board of Building Regulations and Standards Construction upeil-kor � 7 License: !CS 003251 i ANNIS MIA 0260 i , r i Expiration Commissioner ©illIN2©16 t �oFVKWE 9�BARN , ; ,0� Town of Barnstable AtFD MA'I A , Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstabie.ma.us Office: 508-862-4038 Fax: 508-790-6230 b Property Owner Must -Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize J • Ax:-�zW,_ to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job),. ;. lo �y Signature of,Owner. Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. .C:\Users\decollik\AppData\Local\MicrosoR\Windows\Temporary Intemet Files\Content.0utlook\DDV87AAZ\EXPRESS.d6c Revised 072110 REScheck Software Version 4.5.0 T Compliance Certificate Project New Custom Addition Energy Code: _ 2012 IECC Location: °Y Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: ° Construction Site: Owner/Agent: Designer/Contractor: 99 High Street The Kelly Residence E.J.Jaxtimer Cotuit, MA 02635 Archi-Tech EJ.Jaxtimer Company I 6 School Street 48 Rosary Lane Cotuit, MA 02635 Hyannis, MA 02601 508-420-5335 508-778-4911 Compliance: • UA trade-off Compliance: 6.0%Better Than Code Maximum UA: 127 Your UA: 110 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Door UA Perimeter U-Factor Ceiling 1: Cathedral Ceiling 638 40.0 0.0 0.026 17 Wall 1: Wood Frame, 16" D.C. 780 23.0 0.0 0.055 35 Window 1:Wood Frame:Double Pane with Low-E f 142 0.290 .41 Floor 1: All-Wood joist/Truss:Over Unconditioned Space, 580 33.0 0.0 60.030 17 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 2012'IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc: 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 *11630 , Project Title: New Custom Addition Report date: 08/29/14 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11630.rck Pagel of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 43.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section. a TPI ns Verif ed Feld Verifed - # Pre Inspection/Plan*'eV w • t Cornphes? Comments/Assumptions ' °Value Values' , 103.1, ;Construction drawings and ` ❑Complies k ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the e � , �- ;building envelope. 4 � ,• , ❑Not-0bservable a• :A -, ❑Not Applicable 103.1, ;Construction drawings and `' r-`��, `_ ❑Complies 103.2; documentation demonstrate '❑Does Not 403.7 energy code compliance for [PR3)1 ;lighting and mechanical systems. aM []Not Observable ; " A Systems serving multiple � � � q ❑Not PP•licable .x :dwelling units must demonstrate compliance with the IECC Commercial Provisions. .,, 302.1 - Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr j❑Does Not [0112]1 Ion loads calculated per ACCA Cooling: Cooling: Manual j or other methods ; ❑Not Observable approved by the code official, Btu/hr Btu/hr :❑Not Applicable , Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,'1 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11630.rck Page 2 of 8 s 2012 IECC Foundation Inspection: <: Complies' Com mw ments/Assuptns ° 303 2.1 A protective covering is installed to ;❑Complies ;Exception:Requirement is not applicable. [F011]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in.below ; grade. :❑Not Observable; ❑Not Applicable 403:8 Snow-and ice-melting system controls;❑Complies (1`012]2: installed. ;❑Does Not ` ' ;❑Not Observable ❑Not Applicable ,; Additional Comments/Assumptions: R 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3"Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11630.rck Page 3 of 8 " Section I V . Plans Veriflied,( ;Field Verlified # . : Framing/Rough In Inspection rz. jComplies? Comments/Asswmptions &"Re .ID " Value Value 4 _ . � •�=gym_ , 402.1.1, '.Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). C❑Does Not ;table for values. 402.3.3, 402.3.6, :❑Not Observable 402.5 t . ''❑Not Applicable [FR2]1 , 303.1.3 ;U factors of fenestration products ❑Coin lies :Requirement uirement will be met. 1 .are determined in accordance �� P q [FR4] Does Not ! r with the NFRC test procedure or x taken from the default table. ❑Not Observable �. '- + �{ �.. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier pyr v- •, , s ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's w .� ' ,° _a ' ;❑Does Not j instructions. ❑Not Observable []Not Applicable 402.4.3 ;Fenestration that is not site built a ❑Complies ;Requirement will be met. 1 'a� � [FR20] is listed and labeled as meeting _;. []Does Not AAMA/WDMA/CSA 101/1.5.2/A440 Fw or has infiltration rates per NFRC " ` , ❑Not Observable ; 4 Applicable 400 that do not exceed code ❑Not A PP i r ;limits. •r � `; , 402.4 4 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish L ❑Does Not and labeled to indicate<_2.0 cfM 4 i ; f , � ;[]Not Observable leakage at 75 Pa. Saar�r ,r —]Not Applicable ;403.2.1 ;Supply ducts in attics are R- R- !❑Complies ; [FR12]1 insulated to>_R-8.All other ducts : R_ R_ ;❑Does Not in unconditioned spaces or I outside the building envelope are; ❑Not Observable insulated to>_R-6. ;❑Not Applicable 403.2.2 '.All joints and seams of air ducts, "'�� " � ❑Complies r [FR13]1 fair handlers, and filter boxes are � ;r �2 ❑Does Not sealed. R ' 14a .:`❑Not Observable ., ❑Not Applicable 403'.2.3 ;Building cavities are not used as J ❑Complies ' [FR15]3 ducts or plenums. �: " � .� � ❑Does Not s 14 ❑Not Observable4 . , ❑Not Applicable 403 3 'HVAC piping conveying fluids ;^R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids :❑Does Not -j below 55°F are insulated to>_R- � 3 ;❑Not Observable ; ❑Not Applicable 403.3.1 Protection of insulation on HVAC a ❑Complies ; [FR24]2 piping. y � « ❑Does Not } ' ❑Not Observable ' []Not Applicable 403 4 2.: a Hot water.pipes are insulated to '; R x R- ;❑Complies [FR18]2 >_R-3. :Does Not j; 1 :[]Not Observable ' ❑Not Applicable 40315 Automatic or gravity dampers are ❑Complies :Requirement will be met. z. �_,. � �� 4r [FR19] installed on all outdoor air ,� �� ❑Does Not intakes and exhausts. ' 4 & n ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data.filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\*11630.rck Page 4 of 8 . s r t • x 1 High Impact(Tier 1) 1.2,1 Medium Impact(Tier 2) 3';; Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11630.rck Page 5 of 8 Section u. . y , w � Plans Verified Field-Verified # Insulation Inspection k Complies?7 C'omments/As`sumptiions &'Req.ID Value value y x. 303.1 All installed insulation is labeled x ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ,jA & ? [-]Does Not provided. ❑Not Observable ; ❑Not Applicable LIP 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ ❑ oes Wood ' D Not table for values. [ ]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met:.,;: 402.2.7 manufacturer's instructions,andy.., ' } ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. rt g ❑Not Observable ; ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least Y2 of the 0 Wood ❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass Mass UNot Observable ; [IN3]1 ;exterior,the exterior insulation ; i requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ¢. 3 ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. 5❑Does Not ❑Not Observable e� i w❑Not Applicable Additional Comments/Assumptions: 4 - i 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\*11630.rck Page 6 of 8 Sect ion �., ,+. � 93 I� - Plans,Verified .Field Verified # ! Final Inspection Provisions _ Complies? Comments/Assumptions Value Value &-Req.ID . " �. ' 402.1.1, ;Ceiling insulation R-value. ; R- :1 R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ; ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ❑Not Observable [FI1]1 ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 imanufacturer's instructions. s , []Does Not [FI2]1 ;Blown insulation marked every ��` ❑Not Observable 300 ft2. , } + V` ❑Not Applicable 402.2.3 Vented attics with air permeable : ; r# ; ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. `Ito soffit and eave vents that extends over insulation. ❑Not Observable � �`E# �+�,�� , , ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- I❑Complies ;Requirement will be met. [F13]1 ;insulation>_R-value of the :❑Does'Not adjacent assembly. ;❑Not Observable , :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and - 1❑Does Not , <=3 ach in Climate Zones 3-8. ; C ; ;❑Not Observable ' , ❑Not Applicable 402.4.2, Wood-burning fireplaces have TM ;^ ❑Complies ;Exception: Requirement is [FI8]z tight fitting flue dampers and i ' ❑Does Not not applicable. aJ outdoor air for combustion. ❑Not Observable ' n ' []Not Applicable 403.2.2 i Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ftz UDoes Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; :❑Not Observable :tests,verification may need to I❑Not Applicable ; ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated 9 9 ❑Complies [F124]1 :by manufacturer at<=2%of ❑Does Not j ;design airflow. . " []Not Observable - il 2 ❑Not Applicable j x , lies 403 1.1 Programmable thermostats ❑Com p° ; ' ; installed on forced air furnaces. �a ". ❑Does Not ❑Not Observable ❑Not Applicable , 403 1 2 :Heat pump thermostat installed ❑Complies [- 11012 on heat pumps. a M � �f ❑Does Not + ' ❑Not Observable ❑Not Applicable- ; 403 4 1 jCirculating service hot water ❑Complies [FI11]2 systems have automatic or a s.❑Does Not. accessible manual controls. • ,' . ;. ]Not Observable , [ ❑Not Applicable ; 403 5.1 All mechanical ventilation system ❑Complies [F125]z Ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. 4 l° ^ `X $❑Not Observable 2 '�. . ❑Not Applicable ! f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\*11630.rck Page 7 of 8 - .:Section _ ;• ,.. d - e ;.max �:.� '�;5, ?a&sa y: :: ' -• Plans Verified 'Field Verified . � k -' # Final Inspection,Provisions a �?. ; . Complies?' ,,Comments/Assumptions= Y, Value„ Value & Req.ID` • a 403.91 Readily accessible switch on ❑Complies [FI72]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. ` .. u ❑Not Observable ❑Not Applicable a 403.9.2 Timer switches on heaters and ; ❑Complies [FI19]3 pumps serving pools and a Y nx`❑Does Not permanent spas. []Not Observable ; r ❑Not Applicable 403.9.3 Heated pools and permanentMg ❑Complies [F120]. spas have a vapor retardant �'.. ( r ❑Does Not cover. No ❑Not Observable []Not Applicable 404.1 ;75%of lamps in permanent ; ❑Complies [FI6]' :fixtures or 75%of permanent 0 g t " ':❑Does Not ;fixtures have high efficacy lamps ; r ❑Not Observable , Does not apply to low-voltage „» lighting. °A r ❑Not Applicable 9 9• K.. 404A.1 Fuel gas lighting systems have s, ry sP .. " 'F: ❑Complies [F123]3 no continuous pilot light. 'i =` []Does Not ' ❑Not Observable ; . ❑Not Applicable j 4013,, Compliance certificate posted. ` # ❑Complies ;Requirement will be met. �. [F17] , ❑Does Not []Not Observable ❑Not Applicable ; 303.3 Manufacturer manuals for � " w ❑Complies [F118]3 mechanical and water heating 3 - ❑Does Not systems have been provided. ' �k ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact{Tier 3) Project Title: New Custom Addition Report date: 08/29/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11630.rck Page 8 of 8 •. r 2012 IECCEnergy f Efficiency Certificate Insulation . Wall 23.00 Floor 33.00 Ceiling /Roof 40.00 w Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door Cooling'Heating& Heating System: Cooling System: Water Heater: 9 Name: Date: Comments s� �- � � ��'G S • �'� tHAMSTAD BARNSTABLE 1010.30/1 Town of Barnstable fr Growth:Management Department` Barnstable Historical Commission www.town.bamstable:ma:us/historicalcommission Hi i'141D. NOTICE OF INTENT TO.DEMOLI.4H A,SIGNIFICANT`BUI,L.DINCij.��,, JL, ,,, , -[ Date of Application Olt i I/q Q Full Demotion:, CKPartial:Demolition Building Address: <(NNumber Street Assessor's Map# 5 Assessor's Parcel# 035 Village ZIP nn II \ Property Owner: C`�`� 1 �o- G Name Phone# Property Owner Mailing Address(if different than'building address) Property Owner e-mail address:: / 4 _. Contractor/Agent: E ,�A X-/', Aar,CL)eL Contractor/Agent Mailing Address: G S �Lnx'. anal a 2�G Contractor/Agent Contact Name and Phone U7&A ,:2.7 2 � Name Phone# Contractor/Agent Contact e-mail address:: I MCA r Detail of Demolition Proposed. Type of New Construction Proposed: a!�? r—t , lrn iG�l I T rOX { Provide information below to assist the Commission in-making'-the required determination regarding the status of the Building in accordance ��with.Article 1., § 112_ Year built: Additions Year Built: Is the ujIding listed on the National Register of Historic:Places or is the building located in a National Register District? No I Yes Property Owner/Agent Signature May,2014 Town of- Barnstable Growth Management Department BARNS TABLE i679 �� Barnstable Historical Commission www.town,barnstable:ma.uslhistoricalcommission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: - 4 Marylou Fair,Administrative Assistant Laurie Young,Acting Chair/Vice Chair , George Jessop,AIA Marilyn Filield,Clerk Nancy Clark , Nancy Shoemaker Y. , , Len Gobeil ` Ted Wurzburg Paul Arnold,Alternate r Chapter 71112 Historic Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 99 High Street,`Cotuit Map 035/Parcel 035 Pursuantfo Intent to Demolish Portion of Single Family Dwelling The Barnstable Historical Commission received a Notice of Intent to Demolish applicationfor.this address stamped by the Town Clerk on September 19,2014. Thisstructure, located at 99 High Street;Cotuit,%�MA is a.1 '/story single family;dwelling built in 1915 and i,s architecturally important in terms of period"and style of.the neighborhood. In accordance with;Chapters 112-2 and 112-3(D),..Barnstable Historical`Commission Chair has determined that this structure is a significant building. 200 Main Street,Hyannis,MA 02601(o)508-862.4786(1)508-862-4784 367 Main Street,Hyannis,MA 02601(o)508-862-4678(1)508-862.4782 Town of Barnstable Geographic Information System - September 23,2014 021a08 03t3012 036049 036041 0 140 02100.9 036015 #699 0360to 0700 036038 059 021016 #9 036014 #671 #701 10068 13 *0. � � #0 #�7003 , 038009 A 036033 036�1001 021014006 #709 #10t Ave„ 021018 M6009001 to TNA 036002 #719 0705 'o3soa3` M6050- . 036044001 021102 021014004 #180 oz1010 036008 036 #15 33r #49 034 #e2 27 #6 • 021012 036035 021014003 .. #157 r�#t 50 036001 036048. #746 '+� 0211 M •021011 �l� #26 i1737 #33 021013' #.7,5® Oj4 036007 t 036044002 021014002 #136 sx 036006 036059 03.6060 #95 #0 6 #141 0 026130 �<,¢ #75t #759a $#756 #0 02#1 e 4 28 'P� 036047 036003 036004 � 0#34 �• 035037 16 62101406*3 020136 �0200t7 #92 #74 #52 4on � � Y#9 6125 0124 020015 #19 035072 a # 020 5 035039 013#29. �a�;stos #85 1026 035040 #45 020013 �37 A 790 0108 Will' 036068 0200 o u #110 020018'>, 07 035041 78 035106a #020 08 0200pg 020010 020011 020012, 020021 . 1#25 0775 102 �' #47A 020019i0i 035035 035042 a 035069 6� 020022 ry #99 # 035103 y1804 (#59D 020020-A#40 a 18001 0350A3 0801 020051 <,#58ID ` 34�,,/035032 0. #78`� 035067d 03 5-0 1001 01 020024 020028 #111�1 #81 ax �0350p8. #808 #?A 020054 tea ms 0200M TO 72 #60 �035033 �• " #820 147 �, M0123 0 #77 o3 #78� 035034. #23 . 5oaa w 020124 #103 #31 #84 50 035062 035063 1210 020029 020027 03501 035060 035061 #18 iA #825 020141` 057 028 i' 035045 tr1#40 9 301 035073 ¢ 020049 0 75 °' #61 #56 0 035075 031 861 030.020031 �065 ® �#,48 03450591 00 #842 036014 a #60 035028 020048 020032 6 a: 035047 03505902 035076 941 $ #40 020033� 020038 D35027� # #853 �% #B54 020047 b Itz #22 m #20 941 0104 035048 #857 035078 020063 039 2 020035 035028 #28 an #878 #33 035056 035077 0 252 020044 ��00 `0 14' ~#16 035097 035025 035049 #865 `035055 #868 035081 020070 025 fi #3J #23 S i118 #871 #880 020 020086 020069 0174 020071 020043 035021 y r #224 #166 ® W 036051' 035082 #244 x 020140 �� #184 #675 020039 035020 r82 035022. 035024 y 035050 #Beg #192 020038 020037 #7� -140 -• ► 0884 � 067 #206 �(r214 �� 0 QZ `#1� #12 #11 #94 C70 035023 0 �2 mom 08867�W50M 036 #66 012 ® 0 20 � 020099.�200`Ja`Fe092 020090173 :�� 020087 Q20072 020040--035018 035016 035015 035014 035013 095098 035091E # , 0`� 5 #205 #181 #151 #129 01 fl' #95 #71 061 #45 '#33 #905 0904 c 0882 DISCLAIMERS:.This map is for plarming purposes only. It is not adequate for legal Map:035 Parcel:035 - bounds determination regulatory mte tation. Enlargements y Owner:KELLY,BRUCE W&LISA MYCOCK Total Assessed Value:$431600 Selected Parcel boundary interpretation. argements beyond a scats of t'=100'may not meet established map accuracy standards. The parcel lines on this map - W • E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner. - Acreage:0.96 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:99 HIGH STREET - /y such as building locations. $Offer 4 t F Le end: - ti�x>x, ��. �•1 a O 8RB Road Hnd --•O•. Utility Pao O MN magnaArv ', "l.y. �'L� Deciduous Tree- Coniferous Tree - -_aa_— Major Contour NwY M MoI1±�3 •r 't .. —.+— Overhead Wires _ .937e - eke. Fnd N85'37'10'E: a. �' - _. - --- --- - ------- --- ---- i� Location Map °j !'•... ... i ASSESSORS REF-: �! Lot Map 035, Parcel 035 i 41,90SISF ZONE RF Area(m 87,120:SF(RPOD) Fcontog in.e�mIn)-150' i ,. / / /•.,.;.. !: N o o- Setbacks: , rn: i Front 3o' '.. Loy:; / -/': �. j ! .� • Side:15': , � Rear 75" / l o Z ;1 35ti i ±! � FLOOD ZONE: .Zone X' - FIRM Map.Number..` 25OO1CO752J - 0 Dwelling I d3.. July 16, 2014. !; "sn<ra �/ ___, -- QJ 3 �,x' ¢¢�: 's• " t OVERLAY DISTRICT: AP Aquifer Protection District p0 sed Addition, 259.74' n-u. - d 9 er url RICHARD 585'3TV!10' ° l�� L'HEUR12 R. Ed,.aP--t I NO 34312, La[,�w (qp'-VAde _ PuHlla Way) KLVd E R-1a00 L.31.42' - O 15 : 30 45 60 fEEr maw - - Sheet P Title: Prepared For.. Notes/Revisions: 1.) ry The topographic information shown was Plan Of Proposed Addition CapeSu Seale: "=30' Bruce Kelley obtained by an on the ground survey At 99 High Street y Date: performed on I1/D£C/09. 1 all 23 west ry Rd. s026 G o8 AUG 14 Co High Street OstervRie MA 02655 � � Cotuit MA 02635 2.) The elevation datum used is approximate. Barnstable(cotu;t)Mass. (5r&)42a 3994(5a8)420 J995 rdw D'9' MSL based on the Town oLBprnstable Gt5 cry,e.u.wrn�>rod.�et 6427_39 1 data, N sa - - - - - - - - - - —IMM3 ) 1 r — M 1 i - - - ` � O ERIC J.. � - S CEDE RHOLM m u. o STRUCTURAL No..—.-- — — —'- O 38962 " M ip ruREAR. ELEVATION MIT F fi q I -- A-- lwli� o IOU . ` W rnA w WE ••"^"•"•' - -- LEFT E L E V A T 1 O N - -. — —— No -FRONT ELEVAT1 Oct o ERICJ • ..e. '� �-",,ag S CEDERHOLbt.._ • O STRUCTURAL No.36952:. full, dr v gig iY ya)op rob dM ioo •ub R16HT ELEVATION - - __ _ _ _ _ •cue.sn. .i o - -. I'—'—rQ R16HT. ELEVATION (PARTIAL) /a�� ' . - '-:SSIFDPfA.PEP.I0TIF6 w/s o!✓✓io .- - r. x rife ol 94 �11t • 4ijI ;« I" r n: At E. . r f . 1 J ` rL - •; 1 , Al w a IT x _ .. a. �, � • ....._. '..--cry >:.;�:. r ;m a •ry if t e w ' IF sv F a Sew• u � I • . o 740 ago 1 . { a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION oZ �v Map D'bt) Parcel ©� Application # 6l Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address -Village .Owner tol Address 814 6 6bad ,f Telephone 121 &I q� 2 Permit Request rT.L7 6h 1 017GJ 3 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 15�U612-1 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)T Age of Existing Structure 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 new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wobd� oal stove ❑ ❑ No 'A g m Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: Q� xisting new size_ s« @ C Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' a Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# a' Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 'r Name EJ �r�} 2, 1�1G(i1 Telephone Number (?g)gl).g" 'T�� Address D License# 00 3 15-1 41A 02h&/ Home Improvement Contractor# h(�U Worker's Compensation # � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL E TAKEN TO 1 "s SIGNATURE - DATE / �. _ ti FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED MAP/PARCEL NO. K 1 A ADDRESS VILLAGE OWNER t DATE OF INSPECTION: + ,v FOUNDA>TION ��+=�a.,r��.•ff,.�,�.+.��:+�: . FRAME ;f FIREPLACE ,p ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING { DATE CLOSED OUT ASSOCIATION PLAN NO. I The Commonwealth of Massach.usetts ,Department of Industrial Accidents Office of Investigations' a 600 Washington Street Boston, MA 02111 �,H SJey,Wr www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ]� /,,� ``Plleas'e PPrintJLeeibly Name(Business/Organization/Individual): dF'i �i�(�/Ca �I f-L1 �� Address: JX9 &U�� City/State/Zip: 11V AAA4A % Phone.#: Are you an employer? Check the appropriate box: Type of project(required): . m g 1.[�I am a employer with � 4 ❑ I a aeneral contractor and I 6. El New construction employees(full and/or part-time).* have hired the sub-contractors 2:❑ I am a sole proprietor or partner- listed on the-attached sheet. T. Remodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY $ 9. KBuilding addition [No workers'comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11.❑Plumbin repairs or additions 3.❑ I am a homeowner doing all work Plumbing p. . myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie. #: 96/ I Expiration Date: Job Site Address: _f- City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA or insurance coverage verification. I do hereby certi he pains and enal i jury that the information provided above 's tru and correct. Signafore: Date: _ Phone# Official use.only. Do not write in this area,to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ® ,y�, p �,g p �,p DATE(MM/DDNYYY) A�® CERTIFICATE OF LIABILITY INSURANCE NCE 12/31/2013 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 CONTAC AME: Erica H O'Connor HART INSURANCE AGENCY,INC. N Fax PHONE 508-759-7326 x205 508-759-7366 243 MAIN STREET ac No PO BOX 700 ADE-MADRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURERA: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane INSURERC: Hyannis,MA 02601 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. NSR ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MMfDDIYYYY MMIDD A GENERAL LIABILITY 8500042039 . 01/01/2014 01/01/2015 EACH OCCURRENCE $ 11000,000 COMMERCIAL GENERAL LIABILITY PREMISEDAMAGE SO RENTED Ea occurrence) $ 300,000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ .5,000 PERSONAL&ADV INJURY $ 1,000.000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2;000,000 POLICY PRO- LOC $ B AUTOMOBILE LIABILITY 1020011547 01/01/2014 01/01/2015 OMBBINEDaccidentSINGLELIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Peraccident $ A UMBRELLALIAB OCCUR 4600042040 01/01/2014 01/01/2015 EACH OCCURRENCE $ 2,000,000 EXCESS LIAR HCLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$10,000 $ B WORKERS COMPENSATION 0053890113 01/01/2014 01/01/2015 WCSTATU_LIMT- OTH- - AND EMPLOYERS'LIABILITYANY PROPRIETORIPARTNER/EXECUTIVE YN/MN N I A E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500.000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space Is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL SE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ©198 -20 0 ACORD'CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i LC115Ureif1S ^^_ RvS" -IESS Regulation A i : } Ce ✓� Boston, MaSSuCh_ISe�CS �2 1 Registration: 110609 Iype: Private Corporation Expiration: 11/3/2014 Tn,� 233027 E J JAX i IMER, BUILDER, INC. ERNES l JAX TIMER 48 ROSARY Lid HYANNIS., MA 02601 Update Address and return card.DAark reason,for change. Address Renewal [ Employment F-� Lost Card BPS-CAI e3 50M-04/04-G10121c ✓,'z.0 lC°0?iFiiiOlL{,4?:LC.�7A nr� cC.�[1.;�ad _ flfCce of Oonsnmcr Affairs' Business LAeaulatio❑ License or regi5trat on. valid for iudividul use only _I-IOME IMPROVEMENT CONTRACTOR before the expiration date. 1ff found returns to: Registration: 110609 T,pet Office of Consurner Affairs and Business Regula'dorr 1-0 Park Plaza-Suite 5170 Expiration: 11/3/2014 Private Corporation Boson,1y1 A 021116 E J JAXTIMER,BUILDER,INC. ERNES T JA:TIMER. 'vn A' 48 ROSARY LN g it HYANNIS, MA 02601 Undersecretiry Not valid wJithout signature tot ( Massachusetts -Department of Public Safety Board of Building Regulations and Standards 'i License: CB-003251 a ROSARY LAIYT e" r Expiration Commissioner ®i1f�i �©1i • I i PROF TWHE Tp�� * BnaxsraBLE, 9$ . 'down of Barnstable ArF°tea. Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize J Ax\s KU—e- 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. C:\Users\decollikWppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.0utlook\DDV87AAZ\EXPRESS.doc Revised 072110 I IME Town of Barnstable B ' BARNSTABLE, ' Growth Management Department �IRNSTABLE �. 6� 1639• `" Barnstable Historical Commission i0len� www.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: 2 Laurie Young,Interim Chair h George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark Nancy Shoemaker Len Gobeil Ted Wurzburg Paul Arnold,Alternate _r,::;, s September 24,2014 Re: Intent to Demolish Portion of Single Family Home 99 High Street,Cotuit, MA Map 035, Parcel 035 EJ Jaxtimer, Builder 48 Rosary Lane Hyannis, MA 02601 t m ' j <: Ann Quirk,Town Clerk s �` 367 Main Street, Hyannis, MA 02601 µ-y Thomas Perry, Building Commissioner {{{ 200 Main Street, Hyannis MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public hearing on this matter on October 21,2014 at 4:00pm,367 Main Street, Hyannis,2nd Floor, Selectmen's Conference Room. This public hearing will be advertised, notices sent to abutters and a notic6form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. k Please contact Marylou Fair at 508.362.4787 or Marylou.fairQtown.barnstable.ma.us for processing information. Sincerely, r, Laurie K.young • . Laurie K.Young,Chair 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-8624782 �pIKE Town of Barnstable i BAPSTABLE y BA STABLE• Growth Management DepartmentMARR- BAP F 59. Barnstable Historical Commission www.town.barnstabl e.ma.us/historicalcom mission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Acting ChairNice Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark Nancy Shoemaker ; Len Gobeil , Ted Wurzburg Paul Arnold,Alternate Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 99 High Street, Cotuit Map 035/Parcel 035 Pursuant to Intent to Demolish Portion of Single Family Dwelling The Barnstable Historical Commission received a Notice of Intent to Demolish application for this address stamped by the Town Clerk on.September 19, 2014. This structure, located at 99 High Street, Cotuit, MA is a 1 %story single family dwelling built in 1915 and is architecturally important in terms of period and style of the neighborhood. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. •d. 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862.4782 " "f ^'F n *' .�S ROLE _ TO'WNI "B� ` BARNSTABLE 201'1 SEP "IUA5 of. Barnstable gag 1619-2019 -G owtb_Management Department �} B Historical Commission www.town.barnstable.ma.us/historicalcommission NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDIOdG �_._, :.: n Date of Application I Full Demotion CKPartial Demolition . Building Address: A Number Street Assessor's Map#035 Assessor's Parcel# O35 Village / ZIP Property Owner: Name Phone# Property Owner Mailing Address (if different than building address) Property Owner e-mail address: Contractor/Agent: JA Contractor/Agent Mailing Address JGry Q 6 6)11 I 'Contractor/Agent Contact Name and Phone.#: �� '/��l/}'1�� (/� 6�9) .7"Z9 Name Phone# Contractor/Agent Contact e-mail address: -J - Detail of Demolition Proposed: a-57Y12 l��Ps� 'fit c kays!�) Type of New Construction Proposed: �j 0)ft;� 6eb 6V a 5'I 1 I 1�b /% O/-/ Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: Additions Year Built: Is the �ffldi - Nong listed on the National Register of Historic Places or is the building located iri a National Register District? iYes 0 Property Owner/Agent Signature May,2014 c� t Town of Barnstable Z105 Regulatory Services � C 2g 4 . Thomas F.Geiler,Director BALMSTAMIX Building Division Ar 1 MA'S" Tom Perry,Building Commissioner /S/0 " 200 Main Street, Hyannis,MA 02601 n Office: 508-862-4038 -I ` _ Fax: 508-790-6230 PERNIIT# ��3�(v FEE: $ SHED REGISTRATION _ 120 square feet or less ct01 14 lqjvn St. l CTu Location of shed(address) Village Bauc- tL ?mac 50g Y-AO -0434, sbs '77(.- 19ro cu. Property owner's name Telephone number io ' x ial 63S03c7 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 z 6a � • , J / \ / 3 2 . 5 MA^ 03 5' � 18\/O0 , \ # /34\ 41 . 2 . `:�. ,.�...--� _ _._..__ ,• - •�` MAP 3 ------- IAP03 31 -3-2, c:\conservation.dgn 12/28/2005 11:04:42 AM Town of Barnstable *Permit y�, p Expires 6months rom issue date Regulatory Services Fee v as�ss. +q Thomas F.Geiler,Director �p tti79. ��0 r 'F0'A0� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 X-PRESS PERMIT Office: 508-862-4038 AUG 7&1,2004 Fax: 508-790-6230 EXPRESS PERNHT APPLICATION - RESIDENTI"RG VgARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number Property Address_ q � ❑Residential Value of Work Owner's Name&AddressHlkw Mar Q� Cr,AAA- �UcF �•�Sly `LZLy Z STF-y l9 J 6/%6Pt.4Q- .p'C- Tele hone Number W-#..2e- 1v..3 jr Contractor's Name p Home Improvement Contractor License#(if applicable)_ Construction Supervisor's License#(if applicable) e�-1 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [?I have Worker's Compensation Insurance Insurance Company Name 4SS0C1IsTm ein k6ygs TA1S1)g&VCF Workman's Comp.Policy Permit 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) R'Re-side Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Signature Q:Forms:expmtrg Revised121901 t .*'THE�a Town of Barnstable Regulatory Services 3AANSTABM ' Thomas F.Geiler,Director 9�pTf 619. ► � Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must.Complete and Sign This Section If Using A Builder I, ycp , as Owner of the subject property hereby authorize 'm 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 V,��l y Print Name �!e -�o7nmwowiea� o�✓�aaaaclzuaetla Board of Building Regulations and Standards -License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 106141 Board of Building Regulations and Standards Expiration: One Ashburton Place Rm 1301 P 7/22/2006 Boston,Ma.02108 Type: Private Corporation - STEVEN J.BISHOPRIC INC. Steven Bishopric 1112 MAIN ST UNIT 18 � r..i OSTERVILLE,MA 02655 ' Administrator Not val' ithout sig ature 8. ;y k x eFa', THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M B E DATA OFIKE� Town of Barnstable *Permit 7975 Expires 6 months from issue date BARMAJRX : Regulatory Services Fee MAM Thomas F.Geiler,Director �EO1A°�A Building Division v Tom Perry, Building Commissioner /�-PRESS PERMIT 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 JUL ! 9 2004 Fax: 508-790-6230 �„A,�1�� EXPRESS PERMIT APPLICATION - RESIDEr�[j ,�/ ARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number Property Address 40 Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 6✓te Contractor's Name 2'ril r Telephone Number_Ta� ��r' 2`; 7 /�-'CQ Home Improvement Contractor License#(if applicable) 7V1 Construction Supervisor's License#(if applicable) (276?J CI ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [� I have Worker's Compensation Ins e N f Insurance Company Name i� Workman's Comp.Policy# Copy of Insurance Compliance Certificate'must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken toAgs).71L. 6�)hl ) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ___ It fie t�o�vino�uyeu/iaaacfucaet ❑ Replacement Windows. U-Value (maximum.44) + Board of Building Regulations and Standards d HOME IM-ROVEMENTCONTRACTOR *Where required: Issuance of this permit does not exempt compliance with other town deparlj a Regstrtfo _ 728746 ' ***Note: Property Owner must sign Property Owner Letter of P� irator�i ;t�2oo5 Ho a Improvement Contractors License is required. ldual . . ERIC R.ANDER' Signature [ ERIC ANDERSOW 40 PEQUOD CIR Q:Forms:expmtrg YARMOIJTHPORT,MA 02675 Revise063004 _- L Administrator WHET Town. of Barn..stable r7 p4 oli,�o .� peguT.atoxy Services 's Thomas y,Geller,Director }639 A•� Building MASiOn TomFerry, Building Commissioner • 200 Main Street, Hyannis,MA 02601 . - - - V(".town.barwtable.ma,us _. Fax: 508-790-6230 office: 508-862--403 8 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property -to act on my behalf,,. hereby authorize . alb matters relative to work authorized by this building permit application for. in _ 6, (Address of Job) Z C2_ff Zof er rate S Print Name installed Insulation Agdbalance�. . .,. - _ LLJ 4.45 @ I Density 0 . : Spray Foam 114 anon company Name cape Cod lns��ation, Inc, Phone Number' soo-s9s�s1:lAdam Applicator Name Adam Glenn Installation Date 12-26-2014 Z o lobsite Address 99 High Street, Cofuit5 1/2 A=Side Lot Ws D348EBG704 a cn Permit Number. B-Side Lot Ws 342.7901 O a_ Locationof Insulation Thickness Total R-Value Approximate S• <I Wa�iS 5 112 R-24- 750 sF AtflC R-40 750 sf LO CO co • - m. i Location Thickness Rate Ln Blaze t_ok TB Attic a mils wet 116 mils dry LO LO m LO CD 31OVISN °�° ' c� i a NJ. 817-640-4900 • Info@ Demflecxomo www.DemilecIJSA.co.m CD EMILEC . q Legend: ' El BRB Road Bnd Utility Pole ' `' a O MN mag nail ' Deciduous Tree. \\' Coniferous Tree s `, �A aoPAtg 4r Seaf� - -4D- - Major Contour M Molyneaux - ` Mary 083 p� Overhead Wires 193781 - BRB �.. Find ...., ,. 1 N85'37'10 E lsuh 280.05' 1 Y -----'-- — -------- ---------------- -- — i --' -.-_._----------'--'- _ Location Map ! Lot > I ASSESSORS REF.: 41,908±SF r' l j ! , i i Map 035, Parcel 035 / _ Conq Cov j o ZONE' RF I 4+ O /o. / i wo N Area (min.) 87,120 SF (RPOD) Dish i o ('i CL Frontage (min) 150' m Setbacks: Lawn / / / ,/ `t i Ri I Fran t 30' _U Side 15' Sh i v Rear 15' wood I x o ; ` ` - - / Deck $ FLOOD ZONE: # 99 Zone X o,,� co i f - _ _ y �r� co I 1 1 1/2sty w/f FIRM Map Number Dwelling I r �i. 25001CO752J `1 ! -40— ` - '> :;:>;;: ! cc July 16 2014 Shed -------'--'--'-- ,. � :;..r .:, .`: .... R�\ 8. sate OVERLAY DISTRICT: __•__------ -'- - �: \•. �� ,I ; CD AP - Aquifer Protection District Proposed i Lawn '.- O U ^} 1 ; Lawn Addition �� L1. 3_ e IZI \ t -.¢2e one �Al1p gt,bt 259.74' aiw f oew ��a�w °Hw-- � TBM EI=41.3 ' S85'37'10"W -' to of MN R/C- �sG Edge of Pavement - Street 40' Wide - Public Way) ( �►� 2 Lae > R � 0 0 ::!F,)o 00 N85WIVE `R=20.00 150.00' L=31.42' 00' E O 15 J0 45 60 FEET 0. I . Sheet # Title: , y Prepared For: Notes/Revisions: Plan Of Proposed Addition CapeS U CV Sale: 1"-30' 1.)The topographic information shown was C Bruce Kelley obtained by an on the ground survey of Date: performed on 11/DEC/09. At 99 High Street 23 West Bay Rd, site. c 99 High Street � Osterville MA 02655 �08/AUG/14 Cotuit MA 02635 2.) The elevation datum used is approximate Bamstable(cotuio Mass. (508)420-3994 (508)420-3995 fox D- d. MSL based on the Town of Barnstable GIS copesurv@capeconet C427_39 1 data. { Legend: ,v BRB Road Bnd K ,. Utility Pole :: 4 MN mag nail k Deciduous:Tree. Coniferous Tree �'al IHa r — —0— — Major Contour Mar193781083 ux 1y Overhead WireseRe x ,y Fnd 37'10"E N85 280.05' } ,� z • r j .� li, , ---.- I = Location Map u i-- — — \ �� . 1"--2000'f Lot > / ASSESSORS REF.: 41,908tSF / Map 035, Parcel 035 f / / con� cove� ' 1 o ZONE: RF i ►S Area (min.) 87,120 SF (RPOD) h /J i i o a Frontage (min) 150' m Q Setbacks: / Lawn / / ' i Front 30' - Side 15' Sh I Rear 15' , o ck i FLOOD ZONE: m z _ Zone X 01 oo i - 1 1/2sty w/f �� 13•8' FIRM Map Number 1` Dwelling I ^i,. 25001 CO752J `° ! ~-40_ .. k::_:: o, Jul y 16, 2014 Wlf Shed {_ _ ---------_ --�- - �� - °:;;.r ::: 'F.�. Spate OVERLAY DISTRICT: ! a_-__.__ -- - --'-- 1. \., AP - Aquifer Protection District -- -- - ; Proposed ° - � Lawn ` f j � • U . } I ` Lawn Addition �� `{�43_ °.,°� /OHW 00 and 259.74' ¢ f' TBM EI=41.3 S8537-10"yy -' to of MN RICHARD R'. y Edge of Pavement a L'HEUREUX - Public Way) a' NO.'s4 12 0� Lake (4D' Wide 0 0 o p o N85 37'10'E *I R=20.00 150.00, L-31.42' 0 15 J0 45 60 FEET 0.0 Sheet # Title: Prepared For: P Notes/Revisions: Plan.Of Proposed Addition CapeSury Scale: 1"=30' 1.)The topographic information shown was Bruce Kelley obtained by an on the ground survey of Date: performed on 11/DEC/09: At 99 High Street 23 West Bay Rd, Site G 99 H►gh Street [� Osterville MA 02655 08/AUG/14 COtuit MA 02635 2.) .The elevation datum used is approximate Barnstable(Co tui t� Mass. (508)420-3994 (508)420-3995 fax Dw MSL based on the Town of Barnstable GIS capesurvcapecod.net g C427_39� data. v .QY! .' { 24'O E%IsnN6 15T.POUTO. « - f6,4° z D •+/ r` 1 - C}.�� O - ' ..TOOpPRpFpRpOSM�Ep%I T •'yam./- 2:�... - - • ,`r, E y TO DE BASED 0� OF SEW 6'-10'FOUR. _ .. .. 3� .npp 3�'�«v 33�n •33 n f _ .. « v w MI EXIST. - d h d 2 A 32 ry A _ _ .. a •O :, TELLEEV,440'-ems'(4a°el9tq REBAR(GONr) $ I� 3 TOP OF FOUND.a -. - N - . - `. � ' � � ' � ELEv.aa'HO In•taaDD9 - � a BENT REBAR. REFER TO OETAL.FGR 0 12'oz. -RErAININ6 WALL MY4 - 4 E STONE VENEER ._ _ ___________ _______ __________ _____ - 1 ' T LL 44 JOINT ROAR 4'INTO • GONG.FOCI 0 12'OL. 11 4'CM BLOGKINS ON _ , OGppNNOC FOOTING LP To L ' FQ NoMZ.4 SEOLRE W EPDXY - BRIGIC VENEER Q bRWr R®AR TO PROJECT 12' CAST 2X4 KEY IN - ' _______ ____y I .. ___� MN INFO NEW GONG.FOOTN6 f. FOR FORGH WALL 1 r 9' 3" ° y A ry .1V11.- i - _ i AWNING-AAN 3628 BRICK PAVERS a FLOOR OF- r 2-AI-9 2-8 �PORCN R'ITGNFLOOR i i i EXIST.FOOTIN6, - -- ,. .. � RD.;2$%2-B � T, ' AWAT FROM NOOSE) rlzn ' 'm HAUNCH - .: TOP OF SLAB.o .y ( - . .. + ' - ELEV.%41n'(%907 i •... STRUCTURAL FOINDATION-NOTES INT --ABOVEEVERED FLOORFOUNDATION STEP DETAIL �1 - ., N ._ _ I � ArovE - , - oN2aGOw2'coNc.7KkLS/AT' MTE NCRETE PRO, No OnORNSFRTOOM5011LL'�-DIN �j STVEIBR OLY); MAINN 'SCALE, 1/2" . 1 -O" : BASEM LOGAnON_ - N I' Q _ �RPo N N6AGONCRETE 5TREN&T1 MM.F'G3POG P51 mAM 2024 ___ - DETERMINED IN THE FIELD - 28 DAYS ROWS, APS TOBE A5TM A615,ON va..2x6 DEGiG `y STORAGEREFER TO ELEYAndS AWNIN&-AM 3015 -- ------ -- - - - FaR ce.Laa s/sH HEIBNrs m MmnNs ND .. _ - -^r r - ` " • x i -GEAR COVER FOR REINFORGINYS TO BE3'rrRD.,3-0 - . - � 1 ADRILL 44 R®AR 4°INTO E%.CgNC. �PAROUID SEOIRE YV EPO X26ROVr f '' -51£S1WGIURAL&BENL NO1L5 3 __TWAL 4 FWTINS f. 't I AnON MAL.L� ANDS AIL'1FOR OBERIn ' �—\°) TOP OF FOIM�e r __________ �% ________-O e_ _OP'fFE%IST.TL4A0.TOP LF FIN:FLOOR.o PELDED ____ _ 5WI/gEp% II 57ALL STEEL TGM A.A.ELEV.45'•9 5/B'(45b'1 �. SLAB) TrORI 'IP32r.l-,VR55VRVEY) - c _ = Y1R83 ____ _ �-. _ _iS"01 Top In'(4480) `e - 4 : ; O tFLLLPGi D W - - 4'GONCI�IE iA8 YY IWRYAIED EDFOAIDAnQ!&ENERAl NOTES, KTH CM - _ &Y6(2J%21 6AU6E)WA MESH(SET IN vo �, - PIN SLAB EXIST FOJIIDAn STEP I ----- f.EY.fB1 OF SLAB)0.VAPOR SARtiIER M BENT AIL — r CHIMNEY Am ON B'OF GOMPALTED G2K�STOff •FU1B6HTONGfaEIEWALLSTO S .. REBAR a 11 O ff. - ' I' -NY THICK ON 24XIY COMI O=CONCRiETE � . 4 ^ DOY01 TO x OF GRADE' I ��gIRIEPL.Af�.E � (RA�SEEt).EVEL e.PLRGH AS W 4S REBAR. - - .+ - 4 - fI/�FIOLLP FL A9N a - - REBAR o W'BOTTOM OF WALL.WALL ` DEFER -U 5�' FlFl$ - T WITH GONG R WFL n ,�i - HE6NT TO BE APPROX B'-IO•./-(Rff$2 TO _ - - SECTIONS FOR WALL HE�Ni8) CUr OPBLNSINDLST. 'xl LAUNDRY 1' vIN rO Faaro. �. a r : 51,AB -e4i 70P OF FOIRID:s i MALL TO LEVEL OF _a. - WALL W/9 REBAR _ - _ EXISnNG FO11IDAnON' - fltY.44-10 In'(44887 ' EASTMG SLAB m - -,�l -. a IS OL. _ LM 24702�'NNLSs NOTED)GON7INGU$ r __ r _�j - -K L� .. I fiNI - . - CO�IG.F�fIN6 A/KEY MONT OF WALL « �„ TE BEAM PoGI�T OR all - - - TO BE BASED ON&RAVE GOIIDrt7O5 4'4' 24 U2 /i_' 51PPORT ON EAST GNI - M FROM FIN GRACE TO BOTTOM OP FOOTINS) BEAM .4b'd(40b1'1 O CmY.FFfE FALL AS o _ .Y REWIRED Y A, « , >P• -ZPNCR€TE STRENSTN MN PC•BOX P51 .... - 1 0124'%12, « & • •F AT 28 DAYS . COS FOOMN& .. - ; _______ _ ___ ____ _ E%SMN62X WALL TO - - - -SILLS TO BE W 2%b(PR�TREATED)W/5WA2' . _ e + , i_ z ' r I 6ALVANI�STEM ANCHOR BOLTS 0 3'-O'OZ.MIN AND K 'D "I - - o IY FROM CORNERS.BOLTS 51WLL ENI - ' ♦ _ ___ _ _ .. r r A BE RELOCATE I MEGH./STORAGE 1----- t 4 r ( ,$I, BOTH SSHHAl lE M L 22 LTTS�SRL�WA51 - 4 I ' F�F l F i • TO SR ON UPPER SLLL SEE DETAILS NOTES AND sc+lnu iR i (2)4g REBAR K. ., , _ - ON DWG."FOR ANLHOI BOLTS AND OTHER CONNECTORS me a Y S S-o E o FISHING _ FQ R AvcHORA&E aF�TralavRE TO BE v 3$_ .o ' .-.p •' I DRILL e4 REBAR 4'TWO EX GONG. „ �+ + • - IN Po18L7ATIOL mo�'m a! - STORAGE 1 <,r9 <I WALL FOC IN&s •O VERY. �4 1. - $pU< r - ' ` Q 45ECURE MU EPO -_____ _05 REBAR•D'OL. _ - FT) TO FROEOr 12'MIN. NER COG. �'°:?.I ., -EASEMENT LASS 7O BE 4'CONCRETE n`~ i SS MALL 4 POOfIN6 nN6 FOIA'IDAnON I f' MESH ON 6 MLVAPOR ARII WRE yg j e�10 `_cT<`g e'� TOP OF N& " $ /F� WALLS . - ) OVERACTED TO DRY DEISM u r q \�V • , I' i I OFFICE o .`�{QF Br,. - � �i"3a'�`i BOTTOM OF FOOTING - < ` - FJ45nN6 CELLAR SASH AND 4 ! -RKOMEIDE TO SAWGIr BLAB. _ _ R--9'b e$S a a6 eo_e6 • GONG.WINDOYI/VaL TO BE x- 1 •.. �/ _ �5.9 GOfiR01 JONTS-NO&66ER5EGnOHS a 8u - v .: gg C i ' 'J. .• REMOVE.WILL GONG. a 1 I - -� _ _ _ � '+ P"60O WLWM FEET: 2�<E_ @ �m. OPENING AS RE,IJIRE ti� n ��'. :So3' 2,-0, Q Y s E� 0 ERIC J. . g CEDERHOLM m DETAIL AT FOUND.(TYPICAL) - 9OALE, 1/2" 1'-O° 2 - .. • ,: T s y - - STRUCTURAL IVOU 38962E ak V1 ' 4-1 R — +VTR LL � • V O s — FLASHINGBB-OYYBEWIID AR SHISLE3 _ ors 5NIN6LE LINE - V)- PAVERS .a .. {( LL ICE AND WATER SNI A BP . O O tcoHG°VERLAP.WALI�r F'Lr.AND • - WALL DEMO C.J . R - 691 RAN NOTES 4-+ s MAIN NOISE :. - ISM WALLS TO BE WS 0 10• FXs-nNE,WALLS TO _O 4LLESS NOTE oTHa E).MORTfAR BED A' • Q .. PAVERS AT PORCH FLOOR,PITCH - , FLOOR VB'PER 12'AWAY FROM -YMMGNP NONMIS TO A T-RESAME TA>A LAW ' 7—'A_`.'� IE'IW4LL5 YLTNNOFO'PALTiE515TMT + job no, 14as. HOME - i , - > .. .. �l@1�SP6GP FIDE PIAETHEFASTBLN9 • - 8TN E.OF MA%.STATE BLDG.CODE dale 07 AV6UST 2014 - - (REFER TO ELEVATIONS FOR NUIM - / DEMO NOTES PA7TE85) -Scale AS NOTED WALL CONIC, - - n. E%5TM&DA5l�WIILJOWS 4 WALLS •REFER TO ELEVATIONS FOR MN VOA FF,, _ _ - • 'F TO BE REMOVE AIL)PATCHED A9 RD.HEGIIR ABOVE 51RFLCOR drawn: KMW . - NEEDED OR REPLA=A8 NOTED. :- C—___� . � .eF - feV: - RAKE LEVEL OF&RADB AT FDROI ... - > PROVIDE 6'OF COMPACTED 570NE •. - 43 REBAR 0 II OL. 4•HALINI CONC.SLAB ON V + - rev. - TO TIE SUB TO BARRIER 24'-0'N-: EXISTING, _ 4 FOIIm.YIALL ° 3 DETAIL AT PORCH SLAB F O U N D A T I O N P L A N GONNEGTlONS A 1 Y O SCALE,II/3••1:-0. SCALE. I/4" . 1-0' , .4... . ° ISSUED FOR PERMITTING snt _I Of 10 q ' 2*-0./- EXISTING o p E- ' •O N N (10 't7 tC C N •V X-6' _ L N • - 7 - eat q Y N W E tp U NAIG-ADN Il�1G-V2 2050 C RO,2-0 xx 9q C MATN�s(b�/OU - l9RInlG(b/I/ �SL�OPFD� 'A T - � _ C R STONE VENEERED MASTE RED 1 - MO.SHINGLE SIDING N .ININ6 WALL TO SE SEDRM. a*� ON In'ODx PLY.ONPENISNED • - ENSIMML�STWIOm ' /(r. P.T.R�AILIIK YV 2xpq 1�8 1!1' FOAM VERT ByTOM AND § AA RMR.O TO DWS.Si/y CG4NfR'r (� AYNM6-AAN 2820 _ rr � �S 2-0 2-0 i ' B 5-0 9/a' (Rgypp , ry MMfINS�(9 MDE X 2 NI6N) ' DECK BRICK FAVERS AT a SIDE EwyfgRY NERICK a t� - •4 , C S n2'TREnv51 • - - _ .� AYb11N6-aAN 252E ^ - Y EATING - .r LJ +-• RO,2 X2-0 - ------- ..Y X, ---------- - K nN6,ri YUDE X 2 NIG,0 PRE•FAEIIt1OAlED—wry w6N MALLS§ - Y-T� A 6A6 flR�LAOE W FWBN r PS ( 51 AWNS-AM 2028 TOYW AND D!l �l -_ Q RO,2-0 X 2-0 SR1�.,G01 OiOOR- 0✓•}VAIb uu�� OTR Ot E%'Ib-T.' NANRILICET',�IEr.T7662(DW6LOb flW MINnIG rj MDE X 2 NINU S Y RO,,g2 L/2 X�Mr1 Ir—J NJ Jl L n m ; r m PORCR ' ' PITCH FLOOR AF U \ - i PER IS AMAY . __________ _ _ ' FROM OM mom , n DEWS_TUDY --- ---- T• w uc we TRIMD DO )m , MAPPE r " , 1 i OQ pN SF9N6LEn wLL _ . REMOVE CNP4EY AND ^,., (REFER TO DYkS.5-a) �� BEAT 1//�]�o i i Ofl��RGIEIOVVE CKg.0Wyi rTO _______ l.JU - _ �l B'•O' S-u In' B'O• a' 44 _ KITCHEN - O STOM - _ TILE m- - --- - MSTR � - wbN w,LLs BATH U' ' 4 SMOKE DETEETORS RE VIEWED Qom Fr. In.tB ILDINGDEP T DATE rS � -_. < Y. LIVING HALL DINING FIRE DEPARTMENT DATE ltk OF,�gs BOTH SIGNATURES ARE REQUIRED FOR PERh11TT1NG d�µ . :� O� ERIC J. CEDERHOLM c O STRUCTURAL y 4- t No. 38962 O to o to V } - F / c C NPORTANT UPGRADE4C SCREEN PORCH aN N- Nto ro —c R � L STATE BUILDINQ cwk REMIRES THE UPGRADING OF •— N O `^ +� N i'M NTIR>" ILIPiG WHEN _ — SfAOKE DETECTORS FOR � F � � ONE UR MORE SEiNCi AfIE4SRR£ADDED OR CREATED. DC = N -NOTE: A SEPARATE PER�(tT IS REQUIRED FOR THE `^— INSTALLATION Or'SMbKE pc TECTORS-THE ELECTRICAL °g WALL i DEMo p N �o r�„y -PER ALL EXT.MAILS TO BE 2MS•16' a_Y v PERMIT DOES NOT SATISFY THIS RECLUIf'EMENT.. • OLa<a�NOMOn�SE) ----- - _-___-_= MwsArIDIrEMS TO � ly�pl -ALL W.MUG TO BE 2"S a 16 Be FZES1 _ OO.NMP£NOTED OTHEIMSEI Q ^•... ElOST016 MA116 TO •• -MCIORS TO BE MIDEP-SB!'A-°.ERRS' R@WN •:7� IaTNN 1,4TitEg&TANi 6LA56 )� NEM MALS Job no.: loos • •• AtID EHI AS OD PA7��A/ID FAST@UN5 ...J M ED AS S�M THE 07 AUGUST 2014 �••aTH ED.OF wrs.STATE ELW.caDE date 4 Brat TO ELEVATIONS FOR MRIfiN DEMO NOTES PATTER10 FRONT ENTRY DOOR BY SR�P90N scale AS NOTED FJaSTPM DASNm MRIDO'6 t IW.L. TO DE RE R F43 ARID PAS NOT AS drawn: IppN NEEDED OR RfflXB!AS NOTED. '•+:ruu -Rff82 TO ELEVATONS FOR ANDOM �'•^W` 4'4' 12'C B'C.h RO.HEIGHTS ABODE 98LOOR rev. 4«u+R ••IMIXOM i6 RO.W--i 9/4' rev. i .EXISTING - A _ "/�/� o F I R S T F L O O R F' L A N �SCAEEN V 141r ARTv1�9TJ, I/JIB Ba.FT. - y FIRST FLOOR LIMNS ArLEA[r+ROPJ• 210 SO. L °c O SCALE, I/4' • I'-O' TOTAL FIRST FLOOR LIVING AREA• 1,600 90. ISSUED FOR PERMITTING snt 2 of to S p o o •� w _ 17ti EXIST.D. a O A m • � o m m B E A5 O +� BY N GABLE LdRHi /a p SIMILAR•NCO'OR `EXISnfkS XPF�E 7 F� F1 F� 9 M •]9/4I2/- EXITO 12 - BA..ED ON EXIST. 1x RAXE eOARD(REFER SIN 1 - •. D ro ELEVAnoNB) •� � . DECORATIVE JAFIBAEAD AL16N EAVES �3 A� p/1 LA6 TO MATCH.IAMB/ li HEAP LASING AT BEDROOM 2 —.— —. —. —.—. —. —.—.—. �nJJOR� Ad I I TIVE Ln ��omp(RETHt To—le RRFAo j I I To DETALLJ �� EIIAM - - - - = - - = - = - - - - :PIR5 a � s I a H OF NC.SHINGLES W , I ' BR"F OORAREAM ' I YEAVED LLRILg7 AT SIDE PORCH FLR. zo�!`P' PRON'T ELEVATI OIN W�rLX 02 ERIC J. SCALE: 9/I6' I'-O' - `ON LS wx PLY. g CEDERHOLM LLLJJJ P.T.2X4.gL W 2. LPdHAG��` �Wg O STRUCTURAL - B+ffHt TO Dr�6.S4Z c� ', No. 38962 ri�-`yo lugs,5IMli HSI 2 i -, � B 4 o aEid-Am Exlsr.D _ A5 A L A5 Y 12 O EXIST.� ..M P ON'��T. , (/t `_: Y 12 90 2 QmST. T El�.E A B i. •O W N 40 Sy- FLOOR —E%ISTINS HOLEE7 Y� V `^ V^(u`I � I TO pEfALLJ • - � � _ d. to_ al�, a� .. ALIGN EA`/ES - _ YE•1VEDD�eR5 Q �Y L.0 FL (J I B'PERRST Y 6 ss gapp — — — — — — — — — — — — — — — — -I— — —FROM— — — — — — — — — — a V—xIMSTIN6) ` ilil I iII —� - AG EXISTINS) AM'911.LTooMATM16 job no.: I4a5 I•----- I •----------=I ExlBnras ' date m Au6usr cola @Rick r _ - scale As NoTm FLOORPREAPS AT SIDE PORC+l RR drawn: Ky . W MCA RISQtr, ' rev. RIGHT ELEVATION d SCALE,A L @: 9/ b' s '-O' AB ML.5rifte SIDINS . - —.—.— —. I —. NE�DR1�V rev. ON V2'rAX RT.ON P.T.2X4 Y'W.L W 2x' ILRI6 W ,. RIGHT ELEVATI ON ( PARTIAL ) n v SCALE. 9/I b' = I'-O' A— 3' N m •' ISSUED FOR PERMITNNG snt 5 of to _ e E o0 0 V c N 6 • m V t N Ew5nN6 CHIMIle1'T - - ai RC AREMOJmR P�ATFGH t 13 o c V �Ex"N6 IIOm7 p U A B Y o N i AS tq A Y E PVC 6ABO LOWER " o By W4510.OR O Y SIMILAR "3 9/4:I7N-FITCR TO BE BASED ON E%I5T. B -• p . IX ELEVATION51 fry A4 y 13 A'p ED6E OF IXKT. 5ssL9 FIDOR _.I= .—.—.—.—.—. —. —.NgUBE. M '� C (E%ISnNb FLOOR 31/4•• .— p/l y . \ V d i LLU TVRq� BWCK FLOORnREAOS ( MA FEjx�IS TC AT SIDE FORCl1 FLR I BtVATIRLSP - M/BRIOK RISERS V % W cAslN6 — "— -- --- LL TO MASI +FITON RS NEAr/.ure AND SI T FLOOR E%I5TIN6 � � � L EAST)' - Fl� g ERIC J. ' ` ON EvOV6[� CEDERHOLM � - - g O STRUCTURAL —1ILIwD4 R, No. 38962 Ono� LORE O B EDEN F�TAINRI6 E%ISTNb DECK WALL TO�Of516NED " TO REMAIN BY STKZTLWAL ENGINEER REAR E LEVAT I ON � M SCALE, 3/16' • 1-0- LOCATION FOR P07ENTIAL AAN 2024 AINMRS-TO BE DETERMINED IN THE FIELD SnN6 cNIMffT To REMOVm�PATCH Z),A)3MR ROOF ga ofa A.$� o__a 12 g.� G EXIST am:� saw• r A5 :`3oa I IKE Al!�:a: $ �IXKT. ++ A4 SUB fl1JOR c /�� W C ADDITION(BEYOIID) 9 IE%I`F O W L O I L- V j r N y - - VI =1111t) Lu STRGTURAL TO •�.( -� H'4RIA1lHl MATCH ExK�TO N 2 O ELEVAnoNSP N �i✓ X 0-) W LR NE,v//JANH OA4IIL O AND SILL TO MATCH SNIR4LES YV �✓ O IX15TIN6 YffAVED COWERS }' U I�AiI°�nw i —.—.—..—.—. O FIRST FLOOR _ __. TLN Eg5nN6) ____________ I'______________ • TOP OF FOUND. I S �--- ---- 1 •----------- job n Taos T p{Yy�(y�5 � � ; j o.: h pMORE f1YffUJ.D h �OWiv�C�AA�Ne) ---------- - oFEw ) ,, � date m Au6lJISr cola scale A9 NOTED STORE vffiBRED RerAdnR6- drawn: Kmm TO p�6NE0 i 9T V HALL STRUCTURAL BRACKETS BY STWJOTURAL ENGINEER (T BRAD KET9 T T OOTTAL 1 ' rev.. •••••'� -' LEFT ELEVATION rev. 'SCALE. 9/16• 1-0- - o A-4 h ISSUED FOR PERMITnNGI 5bt 4 of io ' 2 9/4.12H-PITON TO BE WE pON EwST. _ _ - E E - - o ELEVATIOARb�)( Pi LAP OVER_ RIDGE CAP OVER 0)211Ov NON STRULT I AL) - (D 2XI2 RIDGE C y� Vi BOARD(IION- � . • ARCINTELTIIRAL ASPHALT STWJLTIRAU _ m A ROOF 99NN�INN66LLEE55 TO B'-0' •' MATTELRN Ex15TING ON ICE 1 2X6 COLLAR T16 LDX PLYNCOD BBB' s 16'OL. P.T.2X69•16'OL. 6 2X6 COLLAR TIES a (d Exlsnµ5 2x RaoFi REMAIN a 16'OL. ` LLG.F'RAMIN6 TO P.i.7X6 RAFiB'2 TAIL9 F �O � V 9IpB pAASFT� SIDE EAyLN 2XI0 I%4 wL PLP!&50NARfHIT ROOF IIN6�'L 90N T� Pyou_Jw_N4r10(TTPI 13 �ATIFIIAl�16/6'OL. GAL Q a` w PARALLEL�gwTN MOUSE 2w%105 a Ib�OG. 13 (/AT Il ) 'OL. GAL . ARLNITFLnhW.A9RIALT / •o V� y. (I/6'SPACING) ROOF SHINGLES GTI ICE ,� ' B� 5• +• LOXTF� :9re' 3 9• ey O A 12 �yy (9)2%6 SOFFIT BM. 91NLLAR Q 75/4♦ IONN US�APP \ P.T.TV POSTW �� 2XIO CLS.JOI9T5 VOL.PL�IX wL vasnF .�P oF. lE ' TOP OF DBL�gATE e NT PORCH (Rlr�t TO MAID I e�` AU61 W SAVE AT - I - A�I1 9/��T�I/4�'LVL ��-� 6 MSTR E I —RTCN FLOOR APPROX. / 6 BOAND NALVYLIL. j po 1/� Yp ELATES feErallo) ADJUST IEI6IFf OF 1/6'PER 12'AJNAY pN•1x9 STRAPRN6 - .r �g NOR I I F1'�N015E AL16N YV EAVE AT T%IO LL6.JOI9T5 y •q t3)19/4'%T V4' y Y ESPW I I Wc.SHINGLE 91vIN6 ��BEDROOM C s MSTR.BEDR OM l`ti MVR a ON 1/2•COX PLY.ON W..G. o IR CO RTWOOD EATING I F= PJG FAILING °) - _ 2X65•Ib'OL. Q wNDOW VeU `R - 9'-9 9/4' I CNVFT?®5E5� CLOSED CELL INRL - 9/4'Tf6 PLYYVVOD TO MATLN EXIST.. EXISnN6 2%R.R. IREFHa TO DWG.5-4 I�GLE9 9 I4''TI 6 ft�D s 116"0-f CLOSW SYSTEM VZ°GD%PLYWOOD 016'"OL YV Ltd�ED - LH.I.IN5ULATIONq •� C —W IOK RFLOOS MS �1-O IN$UL. LEI INSULATION FL" TOP OF Ex POUND. FIN' - e FIRS - e FlR95 e 19 T RLOR —(MO,TLN E%I5T N' UN F�m 45'•9 5/9'416 (E%15nN6) WILL X1 NNRKHED TOP OF FLTR✓D. M' Py y(PHt G TOP OF FC11,1✓D. �4a'a0 ON 24%12 FWTIN6 LL SMLypgN W KEY Bx�TO 2y6 9�LL pN T \=4'CONCRETE AANcu LOCATION 2=4 AOVRN Pmon�TO BE BBppLLTS s 9'-0 OL DE7AIU SBBIppLLLL�Ws 0QX OLAAWY Olt y a1 nw,FOUND. Q Y SLAB N 6'CR51® DETWIINED IN THE FLED fTYPN:AUI EEYONV - (Tl'RGAUI BEYOND TOP OF:FOUND. _E_43"r _ BASE ENT T ..a YURIDOw raL (d�77 . _ 10'CONCRETE Falco. BASEMENT _ co �B'CONC..FR05T E..40'-0' T, FCIRID WALL W MAUNKHW - EXISTING SLAB YOU ON 24'X 12' W-1 _ ON 24XI2 FOOTING 0 i9 r FQRID. b O �t >✓ CONCRETE FOOTING � WpE71AjuIRS TO t�VV KEY EASEMENT SLABS TO BE 4' m LON AM fjDDD P9U ON - v BASEMEN SLABS TO 4• 7�4F EXIST � 6 MIL LVAP-6&BARRA OVER ® V 5LAB - 6'WEIbRADED GRAVE. L-�I 6 MI VAPOR BAWi�t OVEFf COR�AGTED TO 4416 MAX w--. 6'WELL-SRAOED GRAVE: DRY DE•bITY COMPACTED TO 95!6 MAx TOP OFF .NS TOP pF � � �d -- DRY OESITY • E 5 E G T O N �� S E G T t O N �1 5 E G T 1 O N �1 �Zt{OF SCAL : I/4" • I'-O' SCALE: I/4" • I'-0' 9C AL E:RI/4" A 1'-O" P ERiC J. C/ P.T 9(OUTLOOK ' Rtw'TEaw TO LYJF 1�ATERER 3ARRASPHALT 15 ARID LT ON BARRIER 12 BLB.SHEATS/B•CAx g STRUCTURAL RA m �� p23/M//• F.T.2X RAFTERS 2b, P.T.2X6RAFT95016'OL O STRUCTURAL � I FASTENED O TH O No. 38962 ((I�vuNI�DE 011FIIN6 <P' . xT°F1cH BAY TO Wn+ nR/ •. -TN IgX..E \ ALUM.DRP EDGE - • IZd-PITON r0 \ 1/4a PVC RAKE( - BE ON EXIST. a \ RAKE -0Uf) - TO MATCH LX EXIST. IX TO AnON91 �� 194 PVC STRIPS - e•6 <=es3 Sre C�e 10E OF • ��wL Lqp - :. is�'�S os i"a UND F TO THE I'3/4' 46469 BAND SSU�8 �`d-et mud OFGAP I ON IX FREE ON Ix - a @�e ROOF 51ffATINN6 I EO. EO. \ BLOCKING 3� 3 »•` w HOU3EI TYEEU I I/2' I V3' Q - u ' 15 Z: 'oea` 2•Xl9 UVO3 wG GAP ARLNnKTi•RAL ASPHALT C g"b� fpq W,vc.PUM aw ROOF 5MUYLES etMEJ ON u�+ df ( I LX wC iRM - 19 LB.FELT ON SM Cox ��8`a`e -PLTw7.SMEAiHW6 s2s �"ima: e 12 7--ON Ix TRIM BnID TME� - • EX512Y.6 1/4 PVC RAKE( EAST. 4-•I ^, v ROOF 5 INI ASPHALT TO MATGN EAST. Ix4 wL STRIPS - I O W N IX wL 7RIM ON ROOFS MATER ON - UNDERSIDE FASTENED r0 TIE y uroet�vE 5/B' 4- N (� ICE AND INTER B4WUElt � � Cpx ROOF 91&AY�TNUING TO DTL 2re-y 99 LB.FELT ON 9/B'LD% R%A4YS RWn 61891Pl0.�1S5 NE ET AITP9M G "S4FROM I 20 RAFTERS a 1 6'Of. FAR C TMro VOT1F OL ^(un co TO PLY.WALL AT B ASEALLL DR G -v N 2C.B 4 U 1In' ICJ• 4 ' EGF ON Q wC51R (gvx A8G6s TALL SHI uNDBi51DE of s/6• 4 N TO DfL 7 � IN <cc O(� I �LDX FLYNOOO ONE, I P.T.2X4 FRAMNS -. -.- ;' �ALD4 ORP®GE I O PROVIDE ICE ARID WATERS _ SHED IAND ATM RLVF EObES VV WTpG.MSpNIN6L®6VA FLARE I I & Y 2X SUB-RAKE < P.T.FASCIA W osaix ocK Kam'UM GUTTER ON IR CDX S ATMRK R L. BRICK PAVERS AT PORCH Q µlb �-- CUSTOM 9TRULTNAT �FV ERICK RS nr TRD9 m --�i T1WIMtlL. �A4KE191R681 TO 9.4) job no.: 14os - RN @@ date : 0-7A W.-.T 2014 T OF I di AT RRST FLOOR I I SCaIe AS NOTED VW P FLOOR APPROX —FASTS RAALONS,S I I /—VD'PHt 12'N1AY FASTENED N.ON4 910E OF FROM Maw EACM r§RAFTER(BJ I- ••REFER TO DAIS S-4 FOR I'A Sre' 1/ NAILS•8'OL.(TYFlGALC. RAKE LONSTR1LnON AATO )RffER TO YEAVE7 LORNT3lS METNOP drawn: KMW7 TO MATCH ST. - VT TA 11HLKRE*.fi T� rev. RO t�4ATLN ) O EAVE/COLUMN DETAIL AT SIDE PORCH O I 2 SAVE DETAIL AT MSTR. BEDROOM (TYP) T`(PIGAL RAKE / SOFFIT DETAILS AT EAVES (MAIN) A- 5 SCALE.I V2'•1'-0' Y SCALE:I V2'.I'O' SCALE:I I/2'�i'-0' O ISSUED FOR PERMI flNGJ sht 5 Of 10 3. CONNECTORS SHOWN GENERAL NAILING SC+eMLE-110 MPH c ^ r GENERAL FOUNDATIONS MASONRY ARE AS MANUFACTURED BY SIMPSON NUMBER of w E ER of o STRONG-TIE CO. INC.SUBSTITUTIONS JOINT DESGRIPT ON COMMON NAILS BO%NAILS NAIL SPAV. N 1. STRUCTURAL DRAWINGS ARE 1. THE ALLOWABLE PRESUMED 501L I. MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING ROOF FRAMING "_ r TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 3000 P5F, CONFORM TO THE REQUIREMENTS BY THE ENGINEER. INSTALLATION BLOCKING TO RAFTER(TOE-NAILED) 2-0D �-Ioo EACH END M A SET OF DRAWIN65. WHICH 15 TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MASONRY OF ALL CONNECTORS SHALL BE RIM BOARD TO RAFTER(END-NAILED) 2-IbD S-I. EACH END N y BEFORE CONSTRUCTION. 5TRUCTURE5(AGI 530.1/A5GE 6-66). IN STRICT ACCORDANCE WITH THE WALL FRAMING .. - STRENGTH OF MA50NRY F'M=I500 P51. THE'MANUFAGTURER'S INSTRUCTIONS 2.ALL SAFETY REGULATIONS 8:MUST EMPLOY ALL REQUIRED TOP PLATES AT INTERSECTIONS(PAGE-NAILED) 4-I60 5-I6D AT JOINTS _ r ARE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL BE CARRIED FASTENERS. . STUD To BnO(FACE-NAILED) 2-Ib17 2-160 24•0.. O' o a METHODS OF CONSTRUCTION 8 TO LOWER ELEVATION THAN SHOWN 2.VERTICAL REINFORCING OF MA50NRY ERECTION OF STRUCTURAL MATERIALS ON THE DRAWIN65 IF REQUIRED TO WALLS SHALL BE A5 INDICATED ON HEADER TO HEADER(FACE-NAILED) 6D bD 6.D.C.ALONG EDGER c 15 THE CONTRACTOR'S RESPONSIBILITY. REACH PROPER BEARING CAPCITY. THE DRAWING5. ALL GORES OF 4. ALL CONNECTORS SHALL BE F-L�OOORFR MLL�TOPPLATEOR6IRDERhOENPILED) 4BD 4IOD PER JOIST y E MASONRY UNITS SHALL BE FILLED - WITH GROUT. REINFORCING BAR HOT DIP GALVANIZED. LAPS SHALL 8E 2'-6" MIN. BLOCKING TO JOIST(TOE-NAILED) 2-60 2-IOD EACH END U 3. THE CONTRACTOR IS RESPONSIBLE 3. WALLS ACTING A5 RETAINING WALLS BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 5-160 416D EACH BLOCK g FOR P155EMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS REVISIONS 8 REQUIREMENT5 TO BRACING UNTIL ALL SUPPORTING 501E LEDGER STRP TO BEAM OR GIRDER PAGE NAILED) 9 IbD 4I6D EACH JOIST THE 5UBCONTRACTOR5. 8 SLABS ARE IN PLACE 8 AT 3. HORIZONTAL JOINT REINFORCING BEFORE LOADING THE JOINT. JOIST ON LEDGER TO BEAM(TOE-NAILED) B-BD B-IOD PER JOIST ADEQUATE STRENGTH. FOR MASONRY SHALL BE EQUAL BAND JOIST TO JOIST(END-NAILED) 511617 4I617 PER JOISTQ c TO DUR-O-WALL TRU55 MANUFACTERED 4iJ�L 4.REASONABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 (b.SPLIT WOOD 15 NOT ACCEPTABLE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 16- 9 I6D PER FOOT rn TAKEN IN THE PREPARATION OF 4.COMPACT ALL FILL UNDER FOOTINGS 8 COATED FOR GORRO51ON PROTECTION FOR ANY CONNECTION. ROOF_"_'THING CzJ ALL DRAWIN65 AND SPECIFICATIONS. 8 SLABS TO THE 5PEGIFIED DENSITY IN ACCORDANCE WITH A5TM A 153, YVOoD STROOTURAL PANELS HOWEVER THE ENGINEER DOES NOT 8 VERIFY: GLASS 5-2. ALL WIRE SHALL BE 1.ALL EXPOSED FRAMING MEMBERS -1Z4FTERs OR TRUSSES SPACED UP'To ib•°�. eD lov 6'EDse/6'FIELD 4 GAGE MINIMUM. PROVIDE MINIMUM GUARANTEE AGAINST HUMAN ERROR SHALL BE TREATED PER AWPA -RAFTERS OR TRUSSES SPACED OVER'°•OZ- BD 100 4'EDGE/4'FIELD 8 FOR THAT CONTRACTOR IT S IMPERATIVE LAP OF 6" 8 USE PREFABRIATED T'S C2/Cq GGA 0.25 8 MEMBERS IN U OR CORNER SECTIONS AT ALL -GABLE ENDWALL RAKE OR RARE TRuss""°GABLE ovEaANG BD 1oD 6•EDGE/6•FIELD t� THAT THE CONTRACTOR SHALL CHECK WALL INTERSECTIONS. CONTACT WITH 501L SHALL BE -GABLE ENroV0LL RAKE OR RAKE Tra)S5 w STRUGT.OUTLOOKERS, 6D 100 b'EDGE/6•FIELD ALL DIMENSIONS 8 DETAILS 8 MUST STRUCTURAL STEEL TREATED PER AWPA C23/024 VERIFY ALL CONDITIONS,DIMENSIONS, -GAai c ENDYI4LL RAKE OR RAKE Tra)SS w LOOKovr BLoc1c9 ev 100 a•EDGE/a•FIELD GGA 0.60. JOB 51TE FABRICATIONS ® cu 8 ELEVATIONS AT THE SITE.ALL GUTS 8 BORES SHALL BE.TREATED IN CEluws SHEATHING TODISCREPANCIESATTENTION SHALL BE BROUGHT I. DESIGN,FABRICATION 8 ERECTION 4.CONCRETE MASONRY UNITS SHALL ACCORDANCE WITH AWPA 5TD.M4. - 6YPSIM WALLBOARD SD COOLERS - T EDGE/10'FIELD SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM G 90. WALL SI✓QATH N6 � TO THE ATTENTION OF THE ENGINEER THE AI5C SPECIFICATION FOR a STRUCTURAL STEEL FOR BUILDING5, WOOD STRUGIURAL PANELS 5. THE CONTRACTOR SHALL SUBMIT LATEST EDITION. 5.CONCRETE BRICK SHALL CONFORM 8. ALL MANUFACTURED LVL WOOD FRAMING S.ws SPACED uP ro 24.O.C. BD 0D 6"EDGE/12'FIELD COMPLETE SHOP DRAWING5 FOR TO A5TM G55. MEMBERS SHALL HAVE THE FOLLOWING ALL CONCRETE REINFORCING,ALL PHYSICAL PROPERTIES A5 A MINIMUM: I/2'AND 25/52'FIBERBOARD PANELS BD S'EDGE/6'FIELD STRUCTURAL STEEL, 8 BOTH 2.STRUCTURAL SHAPES SHALL CONFORM V2•GTPSI wnlJ-BOARD sD COOLERS r EDGE/10'FIELD V CALCULATIONS 8 SHOP DRAWINGS TO THE FOLLOWING: 6.GROUT SHALL CONFORM TO THE E=IAXIObP51.,FB=2800,FV=240. FLOOR SHEATHING 0 FOR ALL MANUFACTURERED LUMBER _ REQUIREMENT5 OF A57M C 14b 8 AD=STROCTURAL PANELS �� PRODUCTS 8 THEIR CONNECTORS A. WIDE FLANGE MEMBERS A5TM SHALL HAVE A COMPRESSIVE FOR REVIEW PRIOR TO FABRICATION. A992 GRADE 50. STRENGTH OF 5000 P51. 9.ALL FLOOR JOISTS SHALL BE AS BD top 6•EDGE/12'FIELD MANUFACTURERED BY B015E CASCADE GREATER TNAN r 100 160 b'MD E/b'FIELD B. CHANNELS 8 ANGLES A5TM A3b. 8 A5 5IZED ON THE DRAWING5. ALL ?.VERTICAL 8 BOND BEAM FASTENING,BEARING,BRAGING 8 C.,H55 ROUND 8 RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM STIFFENING SHALL BE IN STRICT ACCORDANCE r CONCRETE TO ASTM A 500,GRADE B FY=46 K51. TO THE REQUIREMENTS OF A5TM A615. WITH THE MANUFACTURER'S REQUIREMENT5. 5HEARWALL HOLDOOWN SCHEDULE k I.ALL CONCRETE WORK AND MATERIALS 10.ALL PLYWOOD SHALL BE APA SHALL COMPLY WITH THE SPECIFICATIONS 3• ALL GALVANIZING SHALL CONFORM 8. MORTAR SHALL CONFORM TO THE PERFORMANCE RATED PANELS CONFORMING FOUNDATION HOLDDOWNS 8 ANCHOR BOLTS: �y FOR STRUCTURAL CONCRETE FOR BUILDINGS TO ASTM A 123. REQUIREMENT5 OF A5TM G 210 TO THE FOLLOWING MINUMUM REQUIREMENT5: o E (AGI 501-8Q). AND SHALL BE TYPE M OR 5. E g s HOU4-5D52.5 W/55TB24 5/5" DIAMETER ANCHOR BOLT i .��x I�<. A. FLOOR-5TURD-I-FLOOR TBG,EXPOSURE I, a 4. BOLTED CONNECTIONS SHALL BE WITH 4 W/CNN 5/8,5PAN RATING I6". "COUPLER NUT BETWEEN 55TB24 8 5/5" _ 2.ALL CONCRETE SHALL HAVE A 28-DAY_ HIGH STRENGTH BOLTS IN ACCORDANCE' 4 3/4".QUALITY ASSURANCE TESTING 8 THREADED ROD INTO HOLDDOWN. POSITION 551B24 GOMPRE551VE STRENGTH OF 3000 P51, WITH THE SPECIFICATION FOR INSPECTION SHALL BE PERFORMED B.WALL SHEATHING-EXPOSURE I, I/2", Al ANCHORMATE TO FORMWORK PRIOR TO CONCRETE WITH MAXIMUM I INCH AGGREGATE 8 STRUCTURAL JOINTS USING A5TM A 325 IN AGGORDANGE WITH THE SPAN RATING I6". POUR FOR CORRECT PLACEMENT. MAXIMUM 69O AIR ENTRAINMENT FOR OR A 410 BOLTS. REQUIREMENT5 OF AGI 530.1/A5GE 6/88. EXTERIOR CONCRETE EXPOSED TO C.ROOF 5HEATHING-EXP05URE I,5/8", MOISTURE. 5. ANCHOR BOLTS SHALL BE A5TM A 30,7 FRAMING LUMBER 8 CONNECTORS 5PAN RATING I6". CONNECTION TO CONCRETE.FOUNDATION N t 4-1 3.ALL REINFORCING STEEL SHALL BE 1. ALL FRAMING LUMBER SHALL BE FOUNDATION SILL PLATE CONNECTION TO CONCRETE: O 6.IAELD5 SHALL BE MADE BY OPERATORS KILN DRIED 195K MAXIMUM MOISTURE 4- t^ DEFORMED BARS OF NEW BILLET STEEL CERTIFIED BY THE STANDARD DESIGN CRITERIA V � CONFORMING TO A5TM A 615 GRADE 60. CONTENT. LUMBER SHALL MEET to "- QUALIFICATION PROCEDURE OF THE A5 A MINIMUM THE FOLLOWING c V) z AMERICAN WELDING SOCIETY. I.APPLICABLE BUILDING CODE 5/5" DIAMETER ANCHOR BOLTS® 32"O.G. DESIGN VALUES FOR SPRUCE-PINE-FIR: O N 4.CONCRETE COVER OF REINFORCING BARS MA55ACHU5ETT5 STH EDITION NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/811 DIA. N SHALL BE A5 FOLLOWS: A. 2X STUDS CONSTRUCTION GRADE A301 STEEL ANCHOR BOLTS W/3" X 3" X I/4" PLATE WASHERS (n (n v 7.WELDING SHALL BE IN ACCORDANCE FB=800,FV=65,FG=?50 W/-" MINIMUM EMBEDMENT INTO CONCRETE. *' N = '^ A.3" AT CONCRETE PLACED DIRECTLY WITH THE AWS DLI CODE FOR WELDING 2. DESIGN WIND SPEED: 110 MPH Q ro AGAINST EARTH. IN BUILDING CONSTRUCTION. B. 2X JOISTS/RAFTERS NO. I GRADE EXPOSURE C,1=1.0,G= +/-0.18 22: N FB=1150,FV='10 `Z 0),� B.2"AT ALL OTHER LOCATIONS. - a (u 8.CONNECTIONS NOT DETAILED 5HALL C. P05T NO. I GRADE F5=800, STRUCTURAL DESIGN CRITERIA cO N O BE DESIGNED FOR THE LOADS 5HOWN FV=65,FG=675 (H OF�q Y u 5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWING5 OR FOR LOADS ARE ALLOWED,UNLE55 SPECIFICALLY GIVEN IN THE STANDARD LOAD O - FIRST FLOOR 40 P5F LL SHOWN ON THE DRAWING5 OR ALLOWED TABLES OF AI5G FOR THE SPAN, 2.ALL FASTENING OF FRAMING, 0 ERIC J. '�� 10 P5F DL Q IN WRITING BY THE ENGINEER. SECTION 8 STRENGTH SPECIFIED. PLATF-5,SILLS,SHEATHING 8 N - SECOND FLOOR 40 PSF LL OTHER WOOD MEMBERS SHALL z CEDERHOLM 10 P5F DL job no.: 14os BE IN ACCORDANCE WITH THE O STRUCTURAL -I 6. REINFORCING EMBEDMENT STANDARD Cl.ELEVATIONS NOTED AS "TOP OF STEEL" DETAILS SHOWN 8 MINIMUM v No 38962 - ATTIC/5TO. 20 P5F LL date O-(AUSUST2014 BAR LENGTH HooK REFER TO THE TOP FLANGE OF ROLLED REQUIREMENT5 OF THE 10 P5F DL scale : AS NOTED .4 12• 12' SECTIONS. MASSACHUSETTS STATE BUILDING -5 16, 1 . CODE STH EDITION. / - ROOF GSL 30 P5F SL drawn:' N F 10 P5F DL •6 20' 16. N rev. -EXT.WALLS/STOR. 100 PLF DL 24° IB' - fBV. - INT.WALL5/5TOR. 60 PLF OL g - DECK5/PORCHE5 40 P5F C i a 10 P5F J I o ISSUED FOR PERMITTING snt r, Of 10 0 o O V (O GJ ' _rC CC, r N — V o � y V y � o N N O 4 E L N • NO N , . O t0 U 9 VS°IJOISTS o OL. I M'OBE RIM BOARD - OR.SIMILAR - i - LEVERED FLOOR JOISTS - v 4 r rrr r r r � r r r 9 V3'IJOISTB -- r , , 0.3-0".X 3ppppppWWW)))IIIggB��Il pppW - ' .25 TOOLIEtIrN61 C=� phi 9 V3°IJOIsls PLAN r LOLATIOlU �'� '� NJ +' •I Of. i V i _ r r r r _ _ ' '- ` 4 9 I L GSiB 1 r •w DL. , i 4 - ----- ---=-------------- ------- El -- --- - -- „ ; — T + O� r �i77 1 ., J05T5 TO REMAM r r _______,�_ Dt"------------=-=-=-=-= _ rrru_______________ _______________ ____________________ _ _______+r________LL _-------------- ii ii ' 9 I/3'hIDISTS 9 1/2°IJOISTs c - L` - - -- ' s l6 OL. •6 OL. ��j r r - . -__________ Ir i. + JOISTS i0 R81AIN _ __ _ __________ ____________________(7@fAPi __- O - ------ - u ------- -- ------------------------------------ z -- ----------- - ------------- --- - 3 = as .ii rr r - - c :._ v ----= F - -R m -- - _____ ---- ---- __ JOISTS TO REMN T__ _ ______________ __ _____________________ ______________ ___ _______________________________ -------------------- _________ te_ __________________ _ __ T __ _ _ r 17 r 0 N a �L M - WOOD P05T DOWN cLo,� N E - WOOD P05T UP AND DOWN In In L x - WOOD P05T UP _ o LL_ -BEARING WALL BELOW o O ` OF SASS 4-Y U L_ 1 � ----+ - TOILET LOCATION(SPACE JOISTS A5 � O ERIC J. G 'NEEDED FOR PLUMBING CLEARANCE) . Q g CEDERHOLM rnjob no.: lags STRUCTURAL FIRST FLOOR FRAMING, PLAN O -+ v No. 38962 co - ALL P05T5 @ EN05'OF BEAM5 TO BE date 0-1 Aveusr cola B L A L E r B i 1 6° . 1�-O° - (5) 2X4'5 OR(3) 2X6'5 UNLE55 NOTED ((3) 2X6'5 AT ALL EXTERIOR WALL5) scale : As NOTED / drawn ALL WINDOW HEADER5 TO BE(5) 2X6'5 rev. W/ 1/2" PLYWOOD UNLE55 NOTED rev. S -5EE 5TRUGTURAL GENERAL NOTES AND TYPICAL DETAIL5 FOR OTHER —2 REOUIREMENT5. 0 C m ISSUED FOR PERMITTING sht -r of 10 o EV O o � v V O ON • t M VCCC V a O A N � N Y � N E O O +' 3� O tp V S16 Q5.JOISTS •Id'OL. G 3%IO CLS.JOISTS IFOL.to r 12 �.rserr•Ije•+- pj_ 'q vuo cLs.JOISTS c •— • i ' —SOFFIT EM_..Icrl N ' x I --------------------------------------- a __ vzo � ` E%ISnN6 FLOOR FLOOR_ __ _ 7XI0 Clb.JOISTS JOISTS ____________ ____ _ __ JOISTS •IB'OL. - ---- ---------------------------------------------------------------------------------------------- 2A0 CL&.JOISTS _____ ___ ___ ___ ___ ______ ___------------------------------------------------- ------ •Ib'OL. i f/ B __ EXJ59S zfiR4R------ ---- `ex"NS MOOR JOISTS ---------- ------------�5T5--- - J = �< O e� o� -_---------_ --------- --'--- --- -------------------------- - - lxl ___ _____ _____ _________________a V.IA <g __ ______. __ ______ exlsn------ ____ - �JClsnrrbFLooR _ .. - --------- ___________T_______________________ ' M. t C - WOOD POST DOWN' o N v - WOOD P05T UP AND DOWN N U i In Lil LL_ WOOD POST UP Q N p» L - BEARING WALL BELOW _ Ol o � =o ZN OF f6/,q - ALL P05T5 @ END5 OF BEAMS TO BE v (5) 2X4'5 OR(3) 2X6'5 UNLE55 NOTED ((3) 2X6'5 AT ALL EXTERIOR WALL5) Q � ERIC J. _ CEDERHOLM m - ALL WINDOW HEADER5 TO BE(5) 2X6'5 job no.: 1409 O STRUCTURAL —t VV 1/2" PLYWOOD UNLE55 NOTED date OAT Au609T 2014 v C E I L I N G S E C O N D No. 38962 scale As NOT= / F L O O R FRAM I N G PLAN - 5EE 5TRUGTURAL GENERAL NOTE5 drawn: Kmyj IG AND TYPICAL DETAILS FOR OTHER SCALE, 1/4' • 1'-0' - �O REMIREMENT5. rev. rev. 0 o _ S- 3 m ISSUED FOR PERMI TINGI ht a of 10 r ` u 2%P.T PJOIBTiRAKE TO ` $ EE . . ,TAN g71I1N6(REFER TO o y v ro O "V ETVA MPS TO M F� I - I 2 i E—Isla —� a O RAFTERB 2%1a d c 16'OL. m G o -- MO ' I 1 �-�,e•�-0�� I PT. RAFfHZ rAIL5 PA5TET8D i___;___,___;___i___________________ ___ _ y O B OE EAG117%10(RtAAFFi�Bi qy•OnLOOK•RAFlBtS .G U AT Imo)B'OL.(Tl'RLAL I�,{,y TO ORf yt RAC t T i O RAFTERB 7%10 RAFTERS. 1 i P.T.7%b RAFTR TAILS F TE#D sib 04 a Ib'OL. (--w 121.; TT �T i BIDE FILM 2xk7�AASFTH? !��{ AT'OVERMAN6)B'OL.I,Tf•IGK LLLL �e o2ii '��. o RAFIEiF.+ 2M RAFTM I ; e Ib?O Of'., Ib'or,. _ ___r_ ___________ ____ _____ __ __ __ e ib' a .{ 4i-- R�TER� ii All i— __ ___ __R _______ RA___________T_ ____ R - UM ROOF r-+___ :- I I _ I I i I I I I I - A, p �I I ROOF PLAN o 1O $ :"w° ----- ON4P "'TSTO T0 nFL1LRAL ASPHALT2%lo RAFTER. �%IBTIIS6 wdzE E IsnNQ we E _i I?%ISTINS w66E ' ROOF 5MIN6LE5 TO •16'OL. t0 RE LAIN r— T B=Tm REMVN '' EAMYO R�•1AIN r MATCH HIMLE6 2%P.T.,�plgTRtAKE TO MArALP', ro OETAN •Lox PLYWOOD i G� mi Xal UACK TRUSS LOMEGTOR ' ' ________________ ________________ ' t: BY SIHPFAN FASTEN ON RYIUOD ' ' ii i I 51£AiNiN6 INTO PVC. I I/4 CH ----------------�4 - ------- _ 1 _ 0 OUT BACSIDE OF P L ANDFASTEN aJ�P8 ---------- --- ---------- dROOF FRAMIG PLAN Z% we SOFFIT wM EGxnROOF Emms RomwOA ------- --- ------- SCALE, I/4 I 1. 1. l RAPIES 'RAFTERS I/ RAFTER TAILS i _ ----------- ----------- s•RUFr.curl ___ _________ ___ -'----- ;-- -- TM OF 2%PVL RAKE ' ___ ' I I .. �TIVEI%TTUM BEYOND) '1 B'-9 V4'./-TO FADE ASTEN RAKEATAFTER TO ' ' 1i ' TOP OFB+Aa�Twnx ----\------------- u•rmnt----• s�iB'w2'PtevDlTs � V1 k NSIH-M HIM ANGLE __________________ _ _ i 6 - ' ' i i i i i i i i i i- i M; i } c nJD WALL AIID RAFTER 'I - UD'CDx PLYWOOD O Y/ N FORESRO") I i L) c 2 V4' _ WL.SHIMLES I (� Lcu 6i -_ TYPICAL PVL 9iPG�T N C L E ............_._._._._ FABnsN®iO STUDS!2/ , m �••' N c 2M WALL STUD'AT MOM I LL.gqpp��AAUU22 L . ------------------- -1wL0✓ ABOyE _ L.L 9L�•�Q -- ---- pFAgS{TErrED ro))y�yi�LD YVLL(1V r I I ° - - WOOD POST UP AND DOWN p FORM BRACXEr i i nRIM omi •`H OF n/w c�^!,, ++ ... N P.T.2m p.� SS, O W Q SIDE VIEW AT BRACKET ELEVATION VIEW AT BRACKET ERIC J. N ° -- BEARING WALL BELOW Y V I ' CEDERHOLM m Q 9/4•%b IP2 1/1 PVL BACKER y I PASTB✓F.►.D To UT'WN PLYYICOD m S o '< _ I O STRUCTURAL --4•� - ALL P05T5 @ EN05 OF BEAMS TO BE job no.: I4os - -1 -- v . 3896 rn (5) 2X4'5 OR(5)2X6'5 UNLE55 NOTED date aT Au6usT 2o1a - P.T.Oxb P05T ((3) 2X6'5 AT ALL EXTERIOR WALL5) - scale AS NOTED IN PVC,TRIM PRAP I I . B 1/2 PLAN VIEW AT BRAKGET °RA°wNs° o/aEes S R]A drawn FaeDErAw r NP.T.2% ALL WINDOW HEADERS TO BE (3) 2X6'5 (BOTCH FRAIF2 - W/ 1/2" PLYWOOD UNLE55 NOTED rev. DETAIL AT 1/2' I'-O'RAKE/BRAKGETS(TYPIGAU rev. 9LALE� I OC COLUMN/5HINGL. WALL FRAM. DTL.• ` SCALE-11/2'•I'-0' o -SEE STRUCTURAL GENERAL NOTES ry AND TYPICAL DETAILS FOR OTHER C REGUIREMENT5. S-4 0 C h ISSUED FOR PERMITTING snt a of 10 • - o EE 0 • v Cu _ OPTION #I HEADER SIZE O O OG OD OE O OG - - V o A 4I N SSP (1)H8 TOP/BOTTOM v @J �7 L= 1'-0" TO 4'-0" (1)LETA 9 (1)SP4 PER KING (I)A23 (1)A25 OF EACH CRIPPLE STUD m t o ` c' 8 A G G - (1)55P ' L= 4'-1" TO 6'-0" L5TA-1 (2)51`4Y _ PER KING (1)A25 (2)A29 NOTENOTE:Fo r . ; PER EACH (OF STRAP o (I)55P PER EACH KIN6 STUD TOP PLATES WITH(U 69 " E L= 6'-I°TO 8'-O" (2)LSTA 12 (2)SP4 PER KING (SEE NOTE'4') (U A23 (2)A23 I� s y PER 16'WITH(4)0D' E E - VZWEND OF STRAP. H Y 13Era� o ST;m�OVER Top L= e'-° TO 0'-O" (2)LSTA 15 (2)SPH6 (PER K KING (U A23 (2)A23 PCATEF ` A5. RE IRED. ALTEWWM--ATTACH EACH ` HEADER(PER PLAN) _ (1).Seep RARER TO HEADER L= 10'-I" TO &'-0" (2)ST2122 (2)SPH6 PER KING (1)A23 (2)A23 MITI OPTION #2 HEADER SIZE O O OG OD O OF OG 0 WINDOPV000R OPENING - - 0)-c5 15 - L= I'-O" TO 4'-0" EACH END (PER KING (1)A23 (1)A23 (1)H5 TOP/BOTTOM t� OF EACH CRIPPLE 57M ® Cu W/(5)8D (1)ESP NOTE,FOR HEADERS . L= 4'-1"TO 6-0" EACH END .PER KING (1)A25 (2)A25 - a v (TEACH 0516 END(OF STRAP `a/GI F F W l61-9 8v6 SEE NOTE 3 (1)ESP WITH ESP PER EACH KING STUD 4SP PLATES, (1)CS y L= &'-I" TO V-0" EACH END. PER KING (SEE NOTE'4') (1)A25 (2)A23 Irb' WITH(4)80 STR?Q-O R STRAP. TOP �W (w(a)alp (1)ESP VZTTBH L= &'-I" TO 10'-0" EACH END PER KING (U A23 (2)A25 PDITE HEADER "Z-KIN- �T T�BL= 10'-I" TO Ib' " (2)ST2122 (U A23 (2)A23 m-R8 NOTES: I. VgP,DER�4'-I"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE C 2. CONW-I HEADER. F D D FRAMING TMEMBERS_GIFTED ABOVE SHALL BE ATTAGiFD DIRECTLY TO 2X C B - S. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH W-160 NAIL5 PER 6' S O.C.(JACK STUD TO SOLE PLATE STRAP NOT REOUIRED) G <3= 4.STRAP NOT REQUIRED WHERE 5HEARWALL HOLDOOWN 15 ADJACENT TO z OPENING. 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TES pE�I 'o a '. -. NOT SHOYAI FOR CLARITY. O FRAMING @ WINDOW AND DOOR OPENINGS 0 NOT TO SCALE }�Z 'Ty 4 ROOF SHEATHING LSTA STRAP® 16,10.0. a--I (PER 65N) O to - EDGE NAILING _ _ - - - � III'II N . • ROOF SHEATHING - 0 Q) 4) 7 to 2X BLOCKING BETWEEN - - - �.0 N U N RAFTERS(NOTCH FOR _ (•1)-IOD NAILS - VENTILATION IF REOUIRED. - ®EACH END REFER TO ARCHITECTUPLANS FOR MORE INFOJ� Q OF _� +++++ i +++++++ O� ERIC J. O Y r-0 CEDERHOLM m p O STRUCTURAL --4 � 'r SEE ALTERNATE NO. 389U y Q ROOF RAFTER PER PLAN. (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TO job no.: 1405 PLANS OR RAFTER DIMS. 5LOCKIN6 AND PLYWOOD ROOF RAFTER PER PLAN AND EAVE DETAILING) SHEATH)ALTERNATE:H2A date OT AUGUST 2014 ON scale a9 NOTED ' ALTERNATE: ATTACH OPPOSING RAFTERS drawn. AHW - BELOW RIDGE BEAM OR RI06E BOARD YV DOUBLE 2X TOP PLATE - " NOT REQUIRED TIE AS USING A GIDGE STRAPS rev. BEAM (IF SHOWN ON PLAN) rev. O RAFTER TO TOP PLATE O STRUCTURAL RIDGE BEAM U NOT TO SCALE NOT TO 9CALe S- 5 n m ISSUED FOR PERMITINGI snt 10 Of 10 9 E E C) c=; c=; @) ------------------------------------------ CA PDRO DECK — EATING C0 fd 00 DEN/STUDY ------ 00 ---- -- - -------------- --------------------- KITCHEN BATH.2 ----- -- '� BEI;,fzoom 2 LI\IlNry HALL DINING gr=opoom Ff liq Es a ag ro Ln SCREEN PORCH Q) -----------------------------------------------------------------------------------------------: aJ V)V 0 1 k) Cu to V) 0 LL u V) LL F I R 5 T FLOOR PLAN FIR5T FLOOR LI\IlNr,AREA= 1,018 So.FT. 5ECOND FLOOR PLAN 5ECOND FLOOR LIVING AREA=8,65 50.FT. job no, 1409 SCALE, 1/4' = 1-0- SCREEN PORCH=2-70 50.FT. SrALE, 1/4' 1-0- date 22 APRIL 2014 scale As KoTEp drawn Km �� f _ rev. rev. A FX_ 0 ISSUED FOR REVIEW sht of - o c . 24'-0' � EpsnN6 5'-l0• - < is io IST.FOAO. - R DROP FROM E%I9T. c-a - W • TO TO BASED ON HEIGHT V OF NET 640•FOIR m�� n n�ry •a�ry _ k v a, yy 3m3 i qq '% co ATOM EXIST dXT dxh amh `i2 xR C V EI.EV.40'-B'(406T) .. - . RMAR(CONT)EBA '� t TOP OF FORD.• _ 33 d + ElP/.4440 I/1'(44BB9 .0 o _ 16 EETtT RR REFER TODETAIL FOR h •12'Oc. STONE V6 Y1ALL NTH ----------- -_: sraPE VENEER i- - ----'------------- ------- a}, o ._ T LL 4 JOINT REBAR 4'INTO _ U GONG..SE.6•12. OX - -GONC.O II.F TO y y •°_ - NORIz.4 SFLLRE w H'O%1' BRICK VVEENNE�ERR p bROUT RB3AR TO PPOJEGT I2' GAST24KEYIN -- _______ ___B•______S ITI _____a - MN INYO REV LONG FCOT7N6 FOFtPORCWALLAMINEAAN 2b26 BRICK PAVERS•FLLORNS:7 wve%wPORLN(PITCHFLLOR1/B•F821Y EXIST.FOOTTNS RO..2-0%. l - AW4Y FRL41 NOU9FJCGOM.HMAJCH TOP OF SLAB.. _ELEV.W-4I/2'015 - ' STRLCTIJRAL FOBIDATON NOTES i —CANTILEVEED FLOOR ABOVE _NO FOOMS TO M FOUNDATION STEP DETAIL ;E- aN 24• 2p�FOOTING(AT PATER OR wQSTONE V@fit ONLY},MA MAP SCALE, 1/2' 1'-O' BA5EMQ , mLOCATION FOR POTENTIAL ' T BOMT I DFMnI�K CE -AC�RETE sn✓SYTH MN M.3,000 PSI AAN RMHED IN TH-IE BE 20 DAYS ., - t , __________i 1Y OETEtMN&D IN TIE FIELD ' ffyi REINFORCRIB BEAM TO BE ASTM A65,,AwUNS-AAN 301E i d1 P.T 3NbS5 , �__ ______ __ _ BOO.DEFORh®fi4R5wR cauR_S..I�I61irs numNs,No DECK 5TORAGE RO.3-0XI-0 A -CLEAR GoveR FOR RERFORf.INS TO 3' rI ira DRILL 4 R®AR 4•INTO EX WHO. KA ®FRA WALL R FOONNB•12.OL.VERT Y1A115KND (4 W EPDXY 6ROVT;REBAR T 12•MIN'INTO NEW GONC. /� -S.ST.1.RAL 6@EL NOTE_.`R FOOTINS ( t—— AND AILS FOR OT EtTOP GP FOAO.• '�''�flfl.42'4'(42b3'1 ' - - ---- -- -- ---------- MURMNIS -------- __��FpTOP OF fiN FL00R• � ' a__________iIi1IW OINF D.R SIYWTLRKLL STEM 19 EX _- 1iT.(PER ENSIEERS SAVEI.) - ; `.. + iYREC LLL wTH..u4•CONCRETE SLAB W NNMGIED EDGE- ELEV.4440 I!J'(4987 - � POIRED GONG. FODOAnON 6E8RAL NOTE: �� - 4 //,,�� 6X6(21)2J 6PUSFJ WR MESH(SET IN FILLOno ' PIN SLAB TO EAST. FOl/OAn STEP 1 , CENTER OF YAS)ON VAPOR BARREL _ MEWMTE �/ - FOOTINS W 4 BENT ALL —— __ M GIIIP4ET AND _ ON a'OF OO�PALT®GR51ED STONE THICK ON 2G 4LONf4dGU4 LOtLRETE REBAR•0' Be O{, FIR@LAGE DOFN ro I NEIME L.B/a OF 6fPA0E•PORCH AS O" (REFER TO VA-V Ste' IE�bf(T OF N6'1 JOISTS I�m1 FLYJfMSW KEY,PRO/mE 2 ROM OF 5 Iluli Ri REBAR c I "_ P(T KALL WTP1 FZ��1 _I' YIN HEISHT T BE APPROX FOR YLV.L N 6'-10*rYMt1_�TO SECTIOLvr OPENN6 IN EAST LAUNDRY 1 I PM SUB`TJO� _C40NORETE FROST KALLS TO BE ` TOP OF FO2O.• BATINGSLAB TO OF m -~ -i..je. �i 15 WAILBL'YOWL. ON AKMS NOTED)COKITMOLS THICK Ep6nN6 FQAOAnON ELEV.44-10 IR'(44BB') _ J ,� - COW.FOOnN6A(KEIO=OF WALL Ir BEAM POCCHI OR\ E I TO BE BVED ON GRADE CO Ran 00 4'-0' T OF,FOI2lD. �' 24 V2!Ni°Z i `'�'PPORT EXIST CHI /'D I MEL FROM FIR GRADE TO BOTTOM D�FOOTING) WPOGITT/S - .4b'-B•(406T'1 O'cOGRtftE/ULL T 1 REmVBD y...: . ' I ; - •- .. F -ATCO��Tf@16TH MIN F•G.Baw Fsl a , GN 2{•x IY I I coeGREre FoanN6 w KEY EXISnNYS 2X wALL TO ) -SW5 ro (J)2xe 6' TREATED)W L.Kk• Y } BE RELOCATED 'o k2I MEGH./STORAGE 6ALVAw1®s,Ea ANc+01t BOLis•3'a OL.MR Atm ' i y _ o �1+FROM PLATES AND BE BOLTS BHA"FAST ED M B�X3�PLATE wAS1Et9. -------r-------------------------- -(A , � I THERE 51�W�L BE w OF 2 BOLTS PER SILL.WAJ� \\\��T__//////' T TO SIT ON LPPER sLLL'50 DIETALLs NOTE Nm sC1EW-E >a - J REBAR y If i I ON DT16."FOR ANCHOR BOLTS A I OTIER COW&LTORS T F15HING 3 FoAA6EofRcnnETo�E�vEn �_ " �I DRLL•4 oms 4'INTO EX GONG- STORAGE a s m��>_s , 'v ' ; < MOLL 4 FOOnN6•u'OL.VERT. c$QU , ' I R SECIARE M EPDXY 6ROlT;REBAR e 46 REBAR•0'OL. -B4' T5.PB5 TOE{'GONGfgTE ei0ae - I �PLROR JEGTT NSMN INTO IEW GONG. I, GOOD PSV W MY16%6 MAMA KRE 3�a -_} NSN ON 6 MIL VAPOR BARRIER - 2 YNLSIn4�FgOAnO I �I OVER b'YE1lRMD GRAVEL L ve T7 OFFICE F 49 LOYALT®TO 5E X MY DENSITY ae� p�o-eel SLAB REG BOTTOM OF FOOTING EXISTM6 calm SASH um— I;,,;� _ �I p,,• a4'�P - QBENOm TO 5AY101f —® GONG.MR"YELL TO ro ,4 CONTROL JOIHIS-NO BIGGER SECTIONS S s a _33 T 10' T' REKJVED.INFLL GONG. . I ,�' �$a TXAN 600 FEET Z •,,,Z- e r �+3 05 i it - 1 OPENRI6 AS REORRED *. ry� SHE. .. X CEDERHOLM m� DETAIL AT FOUND.(TYPICAL) "'1' "` O STRUCTURAL -al SCALE: 1/2' • 1•-0• " v cal -0* No. 38962 °' 4� N cn N V) V) N FLASHING EEI.O4BEINP AR 3NR46LLS SHINOLE LINE - Ln �= 0 PAV95 � ICE AND MATEL SHI APO FORC41 FLOOR O (OVERLAP qT PLT.AND w BRICK RISERS CONL.W' WALL/DEMO 684MAL FUN NO E5 ice+Y V __ she FLOOR . MAIN HOUSEALL_ - ' O NO EXISTIN9 WALLS TO -of W.MALLS TO m 2X45•Ib' OL R@!NN Ad8S5S tEO TNERMSE) Q N/ MORTAR BED TOPAVM5 AT PORCH FLOOR PITCH Y: �A:�-.' NB'/WALL9 MTN NOPYBPALT-REL4TAM 6lAA job no.: 1403 FLOOR US"PER 12•AYMY FROM HOISE ri 6 date OR A*LET 2014S.AIX9BmTA � g_ BTs$R TO ELEVATIONS FOR MMTIN /7 DEMO NOTES PATTEFOW scale As NOTED EAST.LLHC. /// - . WALL '/ O 199E FU DASHED AND PATC R D AS drawn t—__=J/ _ -REFER ro ELEVATIONS FOR MNDOW TO BE F@qV®ANO PATCIED A9 RD:HEIGHTS ABOVE SI�iLOR K!'ON RAISE LEVEL OF 6RAre AT PORCH NEEDED OR REPLACED AS NOTED. rev. PROVIDE 6'OF COHPAGTED STONE 9 REBA4•IB'OL. d•HIVAYMED CANC.SUB ON VAPOR rev. E1fISnN6 .TO TIE SUB TO BARRIER 24'CN- y POM YWl U - FOUNDATION PLAN A _ O DETAIL AT PORCH SLAB CONNECTIONS SCALE!, 1/a• . 1 -o m ISSUED FOR PERMITTING Brit I of o a o0 C •V 1., A Cy O rc� EXIBE 1z snNb CHPPEY T . �EXISTN6 HDU5 ' B li ilY PVC 6ABLE LOWER - w E rV •� BT'BROSYA'OR 2 3/41bF o PITON TO -_ BE BASED ON EXIST. SMUR •_ BOARD I— TO aAn ) � E�J AA o 0 U I 10 � Ai �RNFJ sI.O FLDOR —.—.—.—.—.—. —. EDGE OF EXKT. = S —D N__�15 n0 Fl.00R 2`/4•' —. —.—.—.—. .—.—.—.—.—. - --,"•� .' C ff'( IrL o� DECORA T oEr4 I M I I - - ® a� I I F. �. I I O - AT 51 E PORCH FU;L S ETRIGNRAL BR'REPER TO AT SIDE PORCH FU7 'I I MATCH E%ISTING(FZB32 TO W ERICI:RI'�i° ELEVAnONSJ OF SB FIFIRST X D 5D/JAMB 61 TO GASIN6 , fin, �Y (lMTGN EXISTJ p MATCH AND \ 1 ------- EXISTING MC.=J/INGLE SIDING... ` ON n,WX PLY.ON ERti. J. P.T.2Xa MALLw2x CEDERHOL�I" •� �`' . PVC RAIUNs ,� «7 REFER ro DIK.S-4ry _ D STRUC-URAL TOP-Off i=e —.—.—. - — — - — — — — — — — — — No. 38962 rn El45nN6 DECK VEENEY®itFTAININb , TO RB4AIN i YNLL TO BE D6NEESIGNED t\� REAR ELEVAT ISO N 1 —'—'—'—'— - - L SCALE. 3/1 6- _ 1'-O- - LOCATION FOR POfENi1Al- i - MN 2024 AMNP16-TO BE - . GETERMNI O IN THE FEED Do H6 CHIMNEY TO ii BE R(ERM�OOJ�E'D�PATCH - - NAMR ROOF Yl 12 d m°<ot°EBe -9 Sa vs•ys . l..�i 9y-off:-NDm� C A5 EXIST. ° -c Y3e =<`� /a L sntis wX 7 EXIST. O U }N, M -------"—-—"—. —. Sid FLOOR I1\ C ADDITION(BEYOND) •`-�CTm�SFI O ^` W) z O r g _ I � V > Y In•uwap[ STPoL'MUL BRAG;ElS TO HATCH EXISPNS(REvZ TO O BJ�AnIX5) • Z cc ' V) UC IEAD/1AI•E GASIN6 X AND SILL TO MATCH 0 !1\ O Lll cerntt a1 EXKTING - SHIM ...°��:.�. HEAVEDWC42FUOWE32a a=..Y `E FLOORR TCP OF FORD. Q �! Ili; Ifi 11 cetuz SASH ' H TO BE FRAF® job n0.: 4t05 1 p.T.AON TIE T ' i . (NilmO%TO NAVE U( j COlL'OF@0 J ' ' - - date o-T ALr,Dsr cols scale A9 NOTED . a yr N°w• STOtE vE3EREv PETAWN6 ' STRUCTURAL PVC BRACKETS: - MALL TO EE DE516Nv� drawn: pqy (-I BRACKETS TOTAL J STP17C11.ftN-BKINB3t LEFT E L E V A }T1ON rev. - SCALE. 3/I6' I-O' - rev. A-4 b � �� iC v a � o L N N b v V a` r m 2 f fa Q b MST.D ir No g E A5 0 + PVC 6ABLE LL /a y BY'BRDS11.O.OR —E>a5T0/6 to v SIMLAR 9 OEE �11 A-0 D r: 2 BJa12.J-Plrcx ra . • �ee BASID ox EX15T. 1a uc RAKE BOARD(REFER hNFJ TO 3EVATIONSJ _ I'--�•�Q C OELORATNE.WMdAEAO ALI6x EAVES - IEAO cA51N6 AT BEDROOM 2 —. —.—.—.—.—. 59 FLOOR � . J4•- (E)a5TING) W 3 M I I TM LOLJARG � (O STFOMRAL ALI�TS BR T 1 I TO ELEVA EI 7I NS 009M TOI[J i I I • P SI y-- 1 i! r�F.i.VED K' iTAT R.oORnRE,,osmE PORCH Fi.R $ G` opm FRONT ELEVATIONERIC J. �50ALE. 5/16' = 1'-O' j - ON I/SH LE 3"c PLYOH -Z P.T.2Xa w.LL w2x CEDERHOLI �K we RALxsM n STRUCTURAL ` I No. 38962 _ 'k V- a-A Is ai A5 y 12 r ' y E`(IST.� 5ldS EF lLGRFl.WR Ex1 I QEASL••Ix0 1 O � Q) L ToV . —.—. —.—.—. Q /VJ �O (EVS � Usn15I015E— CQ N � N nvE / EVArt Rio I TO MrA1 - N wsx EAVES _ gHDSLM reAEED NMS p W S W P1rcH i_ C> u eta fL� &M5rIH5J --I— - ssIT FLroR < M%Vrui EMSTEW) IIIU \fIIl / �ujl{; I r x w roecAsna job no, wos AIID s HnTLX , ox aacks"POR�cx�` date 0-1 Aaxusr cola ' - scale AS x07ET2 ----------------- K RCOR/TREADf drawn: pgry AT 510E POROx FM w 5%=RISERS rev. RIGHT ELEVATION - 5 C A L E. 9/16' . 1-0- FIL.SHPL'+LE 5101% rev. TOP OF SLAB _ C ON IQ'LOX PLY.OX o I®�ADDlilq/ P.T.2Xa WLL w w7X i n L wcruun�sIGHT ELEVATI ON ( PARTIAL ) 1 �1 3 j 9 TO DM.241W R V c 5GALE. 3/16' o I'-O- Y ISSUED FOR PERMITTING snt 3 Of 10 I I I •'\ I I I i I I 1 I I 1 I I I I ;pp I I MASTER DECK I 1 I I I I EATING -----------I--- I I I I \ I I I --- '� I .. � III -------------� '4' -- ----rt DEN/STUDY I ' ttl/ , ........... O;O O � I ,. 1 1 I I , • KITCHEN I o MSTR ----- - ° ' BATH , I';1 i O^ -- r-- ----------------------- I oo Uo - - ------ LIVING ;; HALL ;; DINING II II F I RST FLOOR FLAN SCREEN PORCH 50 A LE : 1 /4 " FIRST FLOOR LIVING AREA(EXIST.) = 1,015 50. FT. FIRST FLOOR LIVING AREA(PROP.) = 552 S0. FT. SCREEN PORCH = 2-10 50. FT. TOTAL FIRST FLOOR LIVING AREA = 1,600 50. FT. y O RM. DECK m EATING DN. m -------------------- DN. DEN/STUDY ------ --- , Alo KITCHEN i 1 II 11 LIVING ;; HALL ',; DINING II II ' Z FIRST FLOOR FLAN SCREEN PORCH 5 G A L E : 5/ 1 6 = 1 '- O " FIRST FLOOR LIVING AREA = 1,018 5Q. FT. 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",g �•�-A:t•..y 1✓I k r.-Stt.>y^, •'i•r �Y�.. .! , . - - '�•y 4."'.�. +}� .,�y Y F" '• 1• <Y 4 _ - ' • .., y. .r. . - r�,� .,,,.r ±•,g'y��,:' M'i ._. t'r,• a"i 4 `t: ;. wit'- +t#N.ry+ ,r, a:_.. e• �: r..- r.1�:..u.. :.aeifr,.a;.1;��7L..,Pi4.$:r�. ...., .�,gi6tr"; r r �., , -r�` :'�� ,�. .. "N:',d a ta��s£a��, -�Lk yz, ,! *,,, `• :s °,. .. .... _ , I r�01 I��131IK - - • • Mary MNMalYneQux Y 19378/083 F^tl ASSESSORS REF.: =t N85'37'10"E 'j Map 035, Parcel 035 280.05' ZONE: RF " o + Area (min.) 87;120 SF (RPOD) a' rv— ��■ Frontage (min) 150' rS o - Setbacks: cn 00 Fron t 30' Side 15' \ Rear 15' Lot >. N a FLOOD ZONE: 41,908±SF o (b Zone X New Concrete FIRM Map Number c 25001C0752J t July 16, 2014 z Foundation wood w Deck # 99 g a�z 1/2Sty w/f, 13.8' OVERLAY DISTRICT: co f o 00 41 Dwelling o�or AP - Aquifer Protection District c W/f ^+• Shed L=31.42' I -! :: w r CO R=20.00' CD PLAN SHOWING NEW FOUNDATION 21.3' f■y. - 1, 59.7 RA At 99 High Street S8 10 Street 40 /..r/'7/ l�sr�� e ( ' Wide - Public Way) r Lak (Cotuit) f MASS. NOTES: DATE: 071NOV114 SCALE:1"=40' 0 10 20 30 40 60 80 FEET t10i YIa 1.) The structures shown were located on the ground by conventional survey methods on (or. between) � PREPARED FOR: 1 /DEC/09 and 07/NOV/14. 3 RICHARD R. .. Bruce Kelly L'HEUREUX • � 0 99 High Street NO. 34312 Cotuit MA 02635 2.) The property line information shown hereon was q Q+ compiled from available record information. / ,y PREPARED BY: CapeSurv 3.) This plan is not for recording and is not to be A _ - " 23 West Bay Rd, Suite G used for construction layout or deed description West MA 02655 purposes. DWG C427_3 1 FIELD BY. WHK KAR #• 9 � (508) 420-3994 / 420-3995fax