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Home My WebLink About0082 POINT ISABELLA ROAD f J I i K ,4 I� HEATLOK51O. . ® • / • Company Name - Cape Cod Insulation Phone Number 82 Point Isabella Applicator Name Jon Legere Installation Date 11/9/18 Jobsite Address �g oPP int Isa ella A-Side Lot #'s PA86001801 Permit Number B-Side Lot #'s P3477017818 Wa I I s 311 R-20 320 Attic 5.7 R-38 340 www.Demilec.com ' EMILEC Town of Barnstable Building rt� � ae�, � �c �'" " m'.«�'�"^�"„per .....,.v`��""+, �....Xw �".:a " �.�t`j� T"'Y r'�' ;PostThis Card So7That it;�s Visible From the Street .Approved°Plans Must be Retained on„Job and this,Card Must be Ke t : • �A�!'tiCABLE. ' gi",�,:` ya1 .. w.= a' +s° § =Postetl lJritil Firial lns ection Has Been<Made • tb39 ♦� « p Wheea Certficat;e of �ccupancy�is Requ zrgd; uch"Bulld�ng`sFallNotbe`Occupietlruntl_a;E�nallnspectionhas b ,en made Pet- 1t Permit No. B-18-2454 Applicant Name: GROVER BUILDING+ REMODELING Approvals Date Issued: 08/16/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/16/2019 Foundation: Location: 82 POINT ISABELLA ROAD,COTUIT Map/Lot 074-024 Zoning District: RIF Sheathing: Z Owner on Record: STEWART, RICHARD D& MARIE A TRS `t Contractor.Name:` CAREY C GROVER Framing: 1 . _ Address: 28103 N 96TH PLACE Contractor,Ucense CSFA-077754 2 sx �f ",, = SCOTTSDALE,AZ 85262-8451 :, 3 � Est Project Cost: $20,000.00 Chimney: x , Description: construct approximate 10x10 addition to create 1st floor office .Permit'Fee: $ 152.00 space .i Insulation: F.ee Paid_= $152.00 Project Review Req: { L 8/16/2018 Final: b�'" Date w vz- r Plumbing/Gas s � _ y Rough Plumbing: wilding Official Final Plumbing: #i l M , , n Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documehts`for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and strkuctures'shali;be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or.ioad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Bwlding and Fire Officials aye provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing f "� '� 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior-=eo Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. ( Final: Work shall not proceed until the Inspector has approved the various stages of construction. fy/'�` "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MG c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r ApplicationNumber...... ..................................... ......... a MAE= ; KASILPecriniit Fee........ :. ................Other Fee........................ 1639° TotalFee Paid.......::. ..:.............................................. ...... . TOWN OF BARNSTABLE PermitApproval by......................... ..: ...On..................... BUIELDINO PERMIT Map........_............................Farces............................ .. ` APPLICATION Section I — Owner's Information and Project.Location Project Address 06 Village Owners Name 12., 11!mil C en Legal Address f city }� State Zip_,�!�_l�. GS.00-"!� a Owners Cell# E-mail Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet �d' Single/Two Family Dwelling - Section 3—_Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm WA-' ddition ❑ Deck Apartment SprinklerSystem 0 Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑chmu ation BUILDING' OFPT Other—S jut Section 4 -Work Description TOWN 0L t3�trot�ve 01 E' TAcr,mdate&7l9/' I8 Application Number.................................................... Section 5—Detail Cost of Proposed Construction O, Square Footage of Project 5 Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring [] Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas _❑ Fire Suppression El Heating System ❑ Masomy chimney- ElAdd/relocate bedroom Water Supply lic ❑ Private Sewage Disposal ❑ Municipal _P15n Site a Historic District ❑ Hyannis Historic District ❑ Old Kings Highway l Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or �adjacent to a wedan adJj coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required . Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated:2192018 • The Commonwealth of Massachusetts ' Deparonent of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly, c Name(Business/Organization/Individual): Address: �� Any ©� City/State/Zip: Phone#: Are you a ployer?Check the appropriate box: Type of project(required): 1. am a employer with Cr 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 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 working for me in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance. t 9. ❑Building addition required.] 5. ❑ We are a corporation and its w10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof 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. �Contraetors 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. 1 am an employer that is providing w rkers'compensation insurance for my employees. Below is thepolicy and job site information. 'Insurance Company Name: l Policy#or Self-ins.Lie.#: ' �d` �de;?e Exp' tion Date: 01 Job Site Address: ; City/State/Zip: T' w 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 for insurance coverage verification. I do hereby certi d the pains a of perjury that the information provided above u true d correct Si mature: Date: 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any . applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would bike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: , The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877 MASSAFE Fax#617-727-7749 Revised 4-24-07 vvww.mass.gov/dia , DATE(MWDD/YYYY) AC RO' CERTIFICATE OF LIABILITY INSURANCE 03/06/2018 IINI—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 CONTRACTZIETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: lied Risk Insurance services, Inc. PHONE FAX APH (A/C,No,Ext): (877)234-4420 (A/C,No): (877)234-4421 10825 Old b ill Rd E-MAIL Omaha, NE 68154 ADDRESS: PRODUCER (877)234-4420 CUSTOMERID# INSURER(S)AFFORDING COVERAGE NAIC INSURED INSURER A: Continental Indemnity Co. 28258 Grover Building and Remodeling Inc• INSURERB: dba Grover Building and Remodeling Inc. INSURER C: 444 Po)ponessett Rd Cotuit, MA 02635-3216 INSURER D: INSURER E: CTL 1273 1428313 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. INSR ADDL SUBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/Y MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY ❑ ❑ DAMAGE TO RENTED $ CLAIMS PREMISES(Ea occuvence) MADE OCCUR MED EXP An one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE"$$'"— — . GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OP AGG $ 171 POLICY PROJECT LOC 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO ❑ ❑ (Ea accident) $ ALL OWNED AUTOS BODILY INJURY Per ewn $ SCHEDULED AUTOS BODILY INJURY Per accident $ HIREDAUTOS (Per ROP�EdenTYDAMAGE $ NON-OWNED AUTOS $ $ UMBRELLA LIAR OCCUR - EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORV LIMITS ER ANY PROPRIETOR/PARTNER/ CIDENT $ 100,000 A EXECUTIVEOFFICER/MEMBER � N/A � 46-805700-02-01 03/12/2018 08/31/2018 E.L.EACH AC EXCLUDED? ZOO,OOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ It yes,describe under 500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION GL'OVer Bt111.ding and Remodeling nW. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 444 PCPCrAeSSett Rd EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH Cotuit, MA 02635-3216 THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Attn: ftoJect / 1783118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION. All rights reserved. 1 Commonwealth of Massachusetts Division of Professional Licensure . Board of Building Regulations and Standards Constructi,jin F7 i o�,1 & 2 Family CSFA-077754 771,x E�Aires: 11/22/2019 [44- CAREY C GROVER'°; : PO BOX 10I30 COTUIT MA 02635 Commissioner C a e cPar�zmaorauleallt a�C�/�/lcc�ac�c�aeC(i Office of Consumer Affairs&Busi'aess Regulahon+ �- HOME.IMPROVEMENT CONTRACTOR l Registration `1.44322- Type: Expiration:_:=9123/201,8' DBA GROVER BUILDING t�O ING CAREY GROVERr`` 56 BOWDOIN RD MASHPEE,MA 02649 ; dersecretary 4legistration valid for individual use only, before the expiration date. If found.return to O.f ke•of Consumer Affairs;and Business:Regulation: 10:P;ark Plaza-Suite 5170%. Boston,MA 02116 Not val' ithout signature Project: l ' 4StruCalc 9.0 page Location: STEWART: 11'CEILING BEAM Combination Roof And Floor Beamt `i '"!�' a of [2015 International Building Code(2015 NDS)] (2) 1.75INx9.25INx11.0FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 10.0.1.5 7/9/2018 12:29:49 PM Section Adequate By: 19.8% Controlling Factor: Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U431 Dead Load 0.15 in Total Load 0.46 IN U289 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2076 lb 2076 lb Dead Load 1031 lb 1031 lb Total Load 3107 lb 3107 lb Bearing Length 1.18 in 1.18 in BEAM DATA Center Span Length 11 ft Unbraced Length-Top 0 ft lift Roof Pitch 4 :12 B Floor Duration Factor 1.00 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING MATERIAL PROPERTIES Side 1 Side 2 Roof Live Load RLL= 35 psf 35 psf 1.9E Microllam-iLevel Trus Joist Roof Dead Load RDL= 10 psf 15 psf Base Values Adjusted = Bending Stress: Fb= 2600 psi Fb'= 3098 psi Roof Tributary Width RTW 5.5 ft 2 ft I Cd=1.15 CF=1.04 FLOOR LOADING Shear Stress: Fv= 285 psi Fv'= 328 psi Side 1 Side 2 Cd=1.15 Floor Live Load FLL= 10 psf 10 psf Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Floor Dead Load FDL= 10 psf 10 psf Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Floor Tributary Width FTW= 4.5 ft 2 ft Controlling Moment: 9645 ft-lb Wall Load WALL= 0 plf 5.5 ft from left support Created by combining all dead and live loads. BEAM LOADING Controlling Shear: 3107 lb Roof Uniform Live Load: wL-roof= 263 plf At support. Roof Uniform Dead Load: wD-roof= 90 plf Created by combining all dead and live loads. Floor Uniform Live Load: wL-floor= 65 plf Floor Uniform Dead Load: wD-floor= 65 plf Comparisons with required sections: Reo'd Provided Beam Self Weight: BSW= 10 plf Section Modulus: 37.36 in3 49.91 in3 Combined Uniform Live Load: wL= 328 plf Area(Shear): 14.22 in2 32.38 in2 Combined Uniform Dead Load: wD= 165 plf Moment of Inertia(deflection): 192.66 in4 230.84 in4 Combined Uniform Total Load: wT= 492 plf Moment: 9645 ft-lb 12885 ft-lb POINT LOADS-CENTER SPAN Shear: 3107 lb 7074 lb Load Number One Live Load 550 lb Dead Load 250 lb Location 5.5 ft REScheck Software Version 4.6.2 Compliance Certificate Project Addition Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 82 Point Isabella Rd. Grover Construction Cotuit, MA 02635 P.O. Box 1080 Cotuit, MA 02635 Compliance: 2.1%Better Than Code Maximum UA: 48 Your UA: 47 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 oll -Factor UA Ceiling 1: Cathedral Ceiling 340 38.0 0.0 0.027 9 Wall 1: Wood Frame, 16"D.C. 320 21.0 0.0 0.057 16 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 48 0.300 14 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 230 30.0 0.0 0.033 8 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 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. sect. `, s , i ...a, F P Plans Uer�#led t Field Ueri#ied� Co plies .Gommentssumpt�ons # Pre ins ect�on/Plan Rev�ew� Valued Uaue h. i. 103 1 Construction drawings and ❑Complies 103.2 documentation demonstrate E ❑Does Not [PR111 ;energy code compliance for the pj building envelope.Thermal ( ❑Not Observable envelope represented on 3 � �� 3i " ❑Not Applicable :construction documents. 103.1, Construction drawings and r"U, []Complies 103.2, documentation demonstrate ❑Does Not 403.7 !energy code compliance for it ❑Not Observable [PR311 :lighting and mechanical systems r ,. # Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate �' Y compliance with the IECC S f 'Commercial Provisions. 3D21� =Heating and cooling equipment is; Heating: Heating: ❑Complies 7 sized per ACCA Manual S based Btu/hr r403 Btu/hr ❑Does Not [P62]23on loads calculated per ACCA Cooling: Coolin -` Manual J or other methods 9 -]Not Observable Btu/hr Btu/hr approved by the code official. []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2=Medium Impact(Tier 2) Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 2 of 9 # � Foundation Inspectwn Complies � CommerrtslAssumpt�ons� � --- 30�3 21 �;A protective covering is installed to ;❑Complies protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below y grade. ❑Not Observable; ❑Not Applicable 4039 Snow-and ice-melting system controls:❑Complies [FO'12]zy %installed. ❑Does Not ❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 3 of 9 i �' # Frammg�/aRough�ln i^speCt�on[a,6 s Comphes� Gomme t^s/Assumptions 402.1.1, Glazing U factor(area weighted U U_ I See the Envelope Assemblies 402.3.1, :average). .0Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 °❑Not Applicable [FR2]1 303.1i3 U-factors of fenestration products ry ❑Complies [FR4] are determined in accordance r y y ❑Does Not with the NFRC test procedure or f ;taken from the default table. ❑Not Observable"❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier 43 iF ❑Complies [FR23]1 ;installed per manufacturer's f ;❑Does Not instructions. ❑Not Observable '❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 'is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 !or has infiltration rates per NFRC ; ❑Not Observable [400 that do not exceed code Y s ❑Not Applicable limits. u 402 4 YM', IC-rated recessed lighting fixtures _ ^,❑Complies [FRi6]z sealed at housing/interior finish �' „� =f -]Does Not and labeled to indicate :52.0 cfm £ leakage at 75 Pa. ❑Not Observable 5❑Not Applicable 403.2.1 ,Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ f4 R-6 where < 3 inches. Supply and x ❑Not Observable return ducts in other portions of " ❑Not Applicable the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 for< 3 inches in diameter. ;h 403 3 3:5 ;Building cavities are not used as ❑Complies [FR15]3, !ducts or plenums. t []Does Not 1 ❑Not Observable . r � ❑Not Applicable 4§034e, ,HVAC piping conveying fluids R- R ❑Complies [FR17]z above 105 QF or chilled fluids ❑Does Not �s ,below 55 4F are insulated to>_R- 53 ;❑Not Observable F ❑Not Applicable 403 4 1 Protection of insulation on HVAC „ ?. " ;❑Complies [FR24]1 piping. - ❑Does Not j1 ❑Not Observable .. ❑Not Applicable 403 5 3 Hot water pipes are insulated to R- R- ❑Complies ;[FR"my"'T!�j>_R-3. ❑Does Not ❑Not Observable ❑Not Applicable r--_— —_..........-.----................_...._........._.__..........-----.... ti ._.........._........._ _...............__..._.................---..............._............ ....... 403 6 Automatic or gravity dampers area I � � �� rx❑Complies [FR19]Ai- mstalled on all outdoor air =f �� ❑Does Not intakes and exhausts. 1❑Not Observable ❑NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2;Medium Impact(Tier 2) — 3 . Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 4 of 9 f 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename:Untitled.rck Page 5 of 9 Section o �, Plans Uerifietl Fieltl Uerrfied, .�... ` #x ,Insulation�inspection� Cmeires m ?�� Coments/Assume#ions &�:Re 1303�"V '' All installed insulation is labeled ❑Complies � � 5 A Ij 33P _ [IN1�3]� or the installed R-values �� ,�' ❑Does Not 5 provided. ' ❑Not Observable ' ❑Not Applicable 402.1.1, Floor insulation R-value. R- R ❑Complies :See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Com plies 402.2.7 manufacturer's instructions and " & n , ❑Does Not [IN2]1 in substantial contact with the „ underside of the subfloor, or floor y„ ❑Not Observable ;framing cavity insulation is in 3'3 ❑Not Applicable ;contact with the top side of :sheathing,or continuous ' insulation is installed on the3 � underside of floor framing and ,extends from the bottom to the ' ;top of all perimeter floor framing members. � ✓°' 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 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation i requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 `Wall insulation is installed per .3 ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) t3 Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 6 of 9 Section 'b PI s Verified Fieid#Verifietl `, �' d,01,. , #ions V r 3 402.1.1, ;Ceiling insulation R-value. R- - R- [ Complies See the Envelope Assemblies 402.2.1, ;❑ 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 303.2 ;manufacturer's instructions, , ❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. I y� ❑Not Observable . :❑Not Applicable 402 2 3 Vented attics with air permeable ❑Com li p p'es [Fi22�2 insulation include baffle adjacent _' K❑Does Not 4to soffit and eave vents that rMe'extends over insulation. ¢ x F ❑Not Observable � € ' ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [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 [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 :;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa. For rough-in ❑Not Observable nests, verification may need to (❑Not Applicable :occur during Framing Inspection, 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not ,either: Rough-in test:Total i leakage measured with a ; -]Not Observable pressure differential of 0.1 inch ❑Not Applicable jw.g. across the system including ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total ,leakage measured with a ipressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air i handler enclosure. 403.3.2.1 ;Air handler leakage designated Complies [F124]1 'by manufacturer at<=2%of y d ❑Does Not :design air flow. ❑Not Observable ❑Not Applicable 403 Y1 Programmable thermostats ail ❑Complies [FI9j2 installed for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to ❑Not Observable []Not Applicable code specifications. a dGs re �� F .._....._..._._.._.................__.._...�__....__....._.......__._................._.__._._...._-__.-_......__........._. U«s '�.d ' t a g 3l q'? 403 1 2 ,Heat pump thermostat installed „�,� �,�„�� _,�� ,� �s�r�� ❑Complies [F110]2 ion heat pumps.,, ❑Does Not ❑Not Observable __.._.. ❑Not Applicable licable ......_---.._-..._....._.._..._...—_._..._.__....- ..__ .............._.........._...... ......._.........._.......................... _ .............._ ........._...........__.._......... 403 5 1 ',Circulating service hot water rY a J ❑Complies [AFill]z 3systems have automatic or y ❑Does Not r � accessible manual controls. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) [...341 Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 7 of 9 Section a: �y .., , ' Pla s Verified Feid rifled # r> 9Final Inspection ProV�sions a a p Comments/Ass mptians 403 6 1 k All mechanical ventilation system r r " 3III ,❑Complies t,[FI25] X5 'fans not part of tested and listed " , - ❑Does Not 5 HVAC equipment meet efficacy and air flow limits. s Fy ra ❑Not Observable rk :z ❑Not Applicable 403 200'6Hot water boilers supplying heat e• ❑Complies [F126], through one-or two-pipe heating ;• ❑Does Not ; j systems have outdoor setback s ;,; control to lower boiler water 3 ❑Not Observable, temperature based on outdooriF❑Not Applicable i3f� I u< temperature. s_0Q, 1 j f Heated water circulation systems ' ;''' ' t ❑Complies [F128]2 'have a circulation pump.The � � �� ❑Does Not system return pipe is a dedicated ❑ return pipe or a cold water supply _. Not Observable ' pipe. Gravity and thermos , ❑Not Applicable a syphon circulation systems are ; not present. Controls for s �•>� ' , ' ' !circulating hot water system pumps start the pump with signal) x ' 'for hot water demand within the occupancy. Controls ControlsMW y f automatically turn off the pump , when water is in circulation loop r his at set-point temperature and p ¢ no demand for hot water exists. r _... = � . A0�35V 20 Electric heat trace systems f a❑Complies [FI29]2 comply with IEEE 515.1 or UL ° ❑Does Not a 515.Controls automatically ,�� adjust the energy input to the ❑Not Observable�< sr, �� ❑Not Applicable heat tracing to maintain the PP desired water temperature in the pIpIng _ a � 4035 2 Water distribution systems that ❑Complies [F130]? have recirculation pumps that ❑Does Not 6' pump water from a heated water ' -I supply pipe back to the heated y ❑Not Observable �� -water source through a cold ❑Not Applicable X-,gg,water supply pipe have a a[ ,s demand recirculation water fi ' ;system. Pumps have controls ' F .; that manage operation of the ' pump and limit the temperature ly ]of the water entering the cold ;water piping to 104°F. 403 5 4 "Drain water heat recovery units �, r,; ' ❑Complies [Fit] tested in accordance with CSA ❑Does Not y� B55.1. Potable water-side 3 i pressure loss of drain water heat ❑Not Observable . p r rf, sl G�� recovery units<3 psi for �.❑Not Applicable units connected to one ' �.,or two showers. Potable water- # W RFside pressure loss of drain water JJ heat recovery units<2 psi for p n i f j ndividual units connected to uz a ' ? three or more showers. 404.1 ,75/o of lamps in permanent .' ` ❑Complies [FI6]1 fixtures or 75%of permanent q❑Does Not Mixtures have high efficacy lamps Does not apply to low-voltage , ;❑Not Observable lighting. t� �r� ❑ PP Not Applicable � � � 404 1 1� Fuel gas lighting systems have ❑Complies [FI23]3 'no continuous pilot light. ' rs ❑Does Not Y ❑Not Observable 9 ' ❑Not Applicable 1 High Impact(Tier 1) `2 Medium Impact(Tier 2) p Low Impact(Tier 3) Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 8 of 9 Section�� # , Final nspeco�n Prqu�wns- Value Gomphes? Comments/Assumptions ?0�1i,'J4 Compliance certificate posted. M ❑Complies Fi7 z [f ❑Does Not I❑Not Observable ❑Not Applicable ,303.3 Manufacturer manuals for ❑Complies 1 [FUM3 Imechanical and water heating 4 F� ❑Does Not ;systems have been provided. s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact er 2) 3;Low Impact(Tier 3)(Ti Project Title: Addition Report date: 07/30/18 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 Door Heating System: Cooling System: Water Heater: Name: Date: Comments Application Number................. ...............:.......................... Section 9—.Construction Supervisor Name Telephone Number ,-:50cs� Address 45L?City i State Zip License Number Q License Type �fExpiration Date /l Contractors Email ad?lwCU !� ell I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation y 80 CMR qjdoe T Barnstable.Attach a copy of your license. Signature Date < Section-10-Home Improvement Contractor Name Telephone Number Address j,&X/a�O City State Tip Registration Number DZ— Expiration Date /� I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts state Building Code. I understand the construction inspection procedures,specific inspections and documentation 780 CMR Barnstable.Attach a copy of your HIC... Signature Date Q Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date E ' APPLICANT SIGNATURE e Signature Date Print Name Telephone Number E-mail permit to: T .4.....7..a—.7.n inA m a r Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if regtur4 ❑ Fire Department ❑ ` . '� . Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization L PvCIkA CD 5TEWA r.i as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) ' r Sire of Owner _ f date A,R. �"fEWf3aC:' I Print Name Last wdated 2/92018 Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 7/24/18 Brian Florence CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 " RE: Insulation PermU48=ff15 LU C) D4#Mf`FlorencQ zCl- TO affidavit is to certify that all work completed for 82 Point Isabella RoadG-, otu t has been inTected by a th d;party Certified Building Performance Institute(BPI) Inspector. Afworkperformed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey 2",At Town of BarnstablecE�iPTE 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-1115 Date Recieved: 4/13/2018 Job Location: 82 POINT ISABELLA ROAD,COTUIT Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: STEWART,RICHARD D& MARIE A TRS Phone: (508)420-6334 (Home)Owner's Address: 28103 N 96TH PLACE, SCOTTSDALE,AZ 85262-8451 Work Description: Add R-22 cellulose,R-31 cellulose,and 2" rigid insulation to the attic.Add 2" rigid insulation to the basement. Air seal the attic,plane and basement with expanding foam.General weatherization. _ —ea Total Value Of Work To Be Performed: $5,000.00 w ou -r� Zsc Structure Size: 0.00 0.00 0.00J a Width Depth El Total,-rAr'� ea rn I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative,of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 4/13/2018 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid i Check#or CC# Pay Type Total Permit Fee: $85.00 4/13/201.8 � $35.00 XXXX-XXXX-X}DCC ^µ M Credit Card ... ._. I 0299 Total Permit Fee Paid: $85.00 4/13/2018 $50.00 xxxx-xxxx- Credit Card i 0299 ! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' x Map Parcel Application # C/ Health-Division ;, Date Issued (0 nioS Conservation Division -' Application Feet/ Planning Dept. `' Permit Fee SS ► oO Date Definitive Plan:Approved by Planning Board 1L_ a Historic - OKH Preservation/ Hyannis,- !� Project Street Address Village e"O"a yiw O Owner Telephone Permit Request _ Ay�� !® ®U, � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new _4 Zoning District Flood Plain �/� Groundwater Overlay Project Valuation Construction Type 21V___14 Lot Size Grandfathered: des ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W-Ioo,-Two Family ❑ Multi-Family(# units) Age of Existing Structure a-f5 Historic House: ❑Yes J'110 On Old King' Highway: ❑Yes �'No Basement Type: ull 4Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sg) Number of Baths: Full: existing new Half: existing i raw Number of Bedrooms: existing Onew V14 Total Room Count (noZinclu g baths): existing new 0 First Floor RooCount' ,��'LnHeat Type and Fuel: ❑ Oil ❑ Electric ❑Other Central Air: ®'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ exist' g 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION6 (BUILDER OR HOMEOWNER) Name ,�'UG� U" i v /'Y!J Telephone Number Address License# a. !2 Z Z5—Y U �1 , Z& XY Home Improvement Contractor# 7 Worker's Compensation # _ZY D/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE d r FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP/PARCEL NO. , ADDRESS i I VILLAGE ` OWNER i DATE OF INSPECTION: FOUNDATION F FRAME y INSULATION f !r/ �1-® tv FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i DATE CLOSED OUT ASSOCIATION'PLAN NO. • � Y _ r/ — aJCpccrfr-rerrr of .crkuu.• w lLLl office of-'-Lve t.ib afiot"s 600 Washblgiort Street Boston, K4102111. '�• wl-v�v.rnass.gov/dl:a . Wozlcers' Comp�usatZolzT�sr�rance1 davzL: Builders/Contracto I1(,ctTicill�s/ '.Xum�e s A licoMt IDform.atjoxl Please Pzzx�tLe ibl )gaDae (BusiAcsslQrg�iizaiion/Tnd Cif: /StatelZip T}�pe o Y Axn you 'amployer7 Check The appropriat-box: f pzojgct(required): a crnPloyer rriUa — `. 0 Y un a gr—acral contractor and I 6_ � N-rW coz�s4znetiori r mployccs (foil and/oz part-tcruc).* have Hired the slab-contractozs jistcit on t'oc alfachcd sbrct. 7. orlcling 2.❑ 1 am a so).e proprietor Of paxtrLcr- T11csc stib-conh,Coors have ship and have w maiployccs 8. DcrnoJition Jria for m> ra as ca aeit rraploycc s and have workers' 9 Buildia' addiLion working Y P 7 • corrzp: tnstuwc,,t [No-cvorlcct-s co'mP.1ioasuran.cc 5 ptc ire a corpozatioLi and its, 1U_� 1✓1cch�ical rcpazrs qr adAhon:: rbgturcd ] 3, X am n.homrovmrs doing all work ofacc?� b�vc exercised their' 11.❑ PI.mabing repairs or ai_ -UEons myscff [No workers comp, igltt of exemption.per MGL 12.[]JZoof rcpairs c. 152; §1 C4-), and we ha ..b no Y. 13. Other o ces, o vrorkc-rs' e� 1 [N P Y conxp.7nS12CdnD6 rCquizcd] — '`may zrfpli=t that checks box Y1 Must also LA ovt Lbr reckon below sbavring their�tivr):c[x' co[uPrn�Loon po)i y uSanziatirn�_ 1'blomeowne"who nhmlt diu RMIL-ivil indimtitg tbq arr.doing 0 work�d Chen lurr outs dr.cantiuctnn mull rubrmt r�ricw al3idavi j indiC7 g rueh. -tCrmLcactors tb t cbcrkthis box must attached au huldibmuo shed tbownlE the name of a)c and rLdr,whether ornol ffimd cnii.tirs T avc czrtp)oyccs, 7I the sub contractors h1�c arp)oyccc,lhr_y mutt prrr»dt;their worY,Lrs'roam.policy n=ibcr.. ---- — X.arn rot employer th-rrd Erprovirling workers' compensation.i_rr.rrcrruice:for my ervt Toyees. Relo)-v is•tltepoiicy andjob Sitc zn_rtiu-once Company Name: — /� B-K:piiatiouDatc: �r�L� /zfPolicy#or Sclf t_ns. Lie. if:�(® ® ® / "y`-001 — fob Sitc Address: Attach a copy of the Workers' compensation poUcyr der-bTabou page (shoWW the policy number and expiration date). Failure to secure coverage as required under Section 25A. of 1vI01, C. 152. can l.cad to the izapositzon of etimitial pcnalfics of a Titan tip to S1,500.00 and/or one-year impnsoomcni- os wr-U. a-s cz)21 pcn`�ltits W.the form of a STOP WORK ORDER and a fine of atp to $250.00 a day against the Sjoll2tor. lac advised that a copy of this std-1CDOC6t May be forsrardcd to Lb.c Offff.cc of luvcstil aliens of the IOTA for aunt-ranee covr-gl c yrrfcad.op_— ^-- -- — -- — Xdv f�erehy certify urtr re pairca'artrl pcnald o perjury that the -form-tL6or-J provided rrbnue'is trKce and correcf_ Sip-nattuc: Dsstc• /�'/�®� phone Of use only. Do not WrUr in Ibis area, tb be comAnieted by city or tot�rc offrci.aL City or Toga: Permit/T icense fl_ Isstv.agAuthority (circle one); 1. Board of Health 2. Building Department 3, CitylTowxi Cleric 4. ElecLriczl Lnspector S. Phirribing Lnspec#or 6. Other Coubict Person: .Phone A. — ___ MassachuscUs General L"M ctraptcr 1)L rcquucs a-u cmpJuycrs w JJIUTAu� rr� .�� _1.•_�. - _ Pursuant to this statrtte an eirlpCo}gee is cicfncd as person in the scrYiLc of another under any contract of hire cxP ress or implied oral or written " .� Aq„ cm pfcyer is dcfncd as "an Mi dividu-4 parbacrslrip, association, corporation or other legal entity, or any two or mvrc Of the foregoing cagagcd in a joint cnt-crprisc, and including the legal representatives of a dcccascd cmploycr, or the raccivcx or tzustr� of anindrvzdua] partnership, association or other Icgal entity, employing employees, HOwCY e Cr the, owner of a dwcl]iag house ha)-iag not more than three apartments and who resicics thcrrun or. the occupant of the jwelling 1n0USC of Mothcx wbo employs persons to do MAI.ntcn.ance, construction or repair work on such dwclli_ng house nr on the grounds or building appurtenant thereto shall act because of such croploymcut be dzemcd to be an cnnploycr." eIGL ehaptr-r 152, §25C(6) also states that "every stateal or loc licensing agency shall yvithlnold the issuance or -eneWal of a License or prr-Mit to operate a business or to construct buildings in the corr�ont''ealth for a-ny ippIreaut Who has not pro duced-acceptable c)-deuce of compliance r,!th the insurance coverage required." Wditionalty, MC-rL obaptcr 152, §25C() slates `Neither the commonwealth nor any of its political subdivisions shall user into any contract for.zhc perforxnaucc of public work until acccpinblc evidence of con�liance a xth the m` 'aCe cquixCMc:Uts of this chap tcrhavc bccuprescatcd to the contracting authority." ,_p p ri can is lcaso a ovt (Inc workers compensation af_Cdavi:t cocaplctcly, by checking the boxes Lliat apply to.your situation aind, if ecessaxy, supply ia' b-coatTazto*)namc(s), adctress(es) and pbon.c numbcr(s) along with their cert�Beate(s) of uuzancc; Limited Liability Compaulcs(LLC) or Li_-mitcd Liability l'artocrships (LLP)wiilr no-cmployccs other than the Lcrnbors or partmcrs, arc not required to carry workers' corapensatiort insLtra .cc. 7f an T 1 C or ILI' docs have nployccs, a policy is rcquircd. F3c advised dint tb_is affidavit may be submittal to the Dcpasfmcnt of Industnal ccidents for eonCnma.tion ofinsar aucc covcragc. ALso be sure to sign and date Lbe afJjd,2y!L The affidavit should rclurncd to the city or town that the application for the pczruit or license is bciug rcqucs(ed, not tho Dcpartm.cnt of idusfrial.Aecidents. SUould you h.avc any cprestions regarding the law or if you arc 1-(-qL ircd to obtain a.workers' )ranpcnsation policy, IiIC= call the Department a.f:the number bsLcd bclow, Sclf L'nsUrDd CorrPuntCs should cntcz LlacLr If i o,s��.ra-.nco license number on the apprvpri_.r1c line;— --- -- — -- iLy or Town OfTcizils -- CD-So be -Ur-C tb-at the affidavit iS couapl.ctc Fund printed ICglbly, J�bG 1.�G1Jdrt.rrlent lla9 providrd a.s�acc at tlnc bottpm 'thC a$CTd 't for yov to fill out La 1hC'rWat Lhc Offacr, of Juvcvti-ga-tions ha.; to contact you zcgardiag the applicant case bn sure to GIj'in dro permii/liccnsc i.mnbcr which will be used as a rcfcrcncc niirobcr. In addilaon, an applicant it roust submit multiple permitllicense applications in ariy.given yr.:rr, need. only submit one <<flidnvit indicating (city or Jicy inS'ox�xatian(ifnccessazy) and under"Job Sitc Address" Lhc applicant should write "all locations in (city yr yp)."A cbpy of the aff davit that has been.officially starupad or markccd by the cily or tovrn may be provided fn the plicant as proof that a valid affidavit is on 11C for fuhtrc perazi(s or licenses. A ucw aMdavd.i,must be filled out each 31. Whcrc a home owper or citizen is Obtaining a license or perisuL not rrlatcd to any business or cozrnncrcial ventuzr. a dog IiCCDSC or)trait to bvra Ica-Vcs ctc.) said persoza is NOT rcquircd to cornplctr this aff davit c Ofzcc of Tavcstiga6cm would lax to thank you in advance for youc cooperation and should you have any qucsLions, asc do not hesitate to give us a call. Dcp4lmcnt's ad.dress, tcicphonc,md fax number T o Comtmonw�al h of MasszarhusCAIS U�p rl�ncnt of Ladu&Lcial Accid(-,nts Qf C7e Gf LUVtStlg-atIO'nS 600 WaSZllllgtaa Ste��t Boston, MA 02111 Tel. # 617-727-490.0 cxt 406 ar 1-V7-MAS-SAFE Fax # 617-727-7744 1 l-22-06 �Y wti .m as S.go��cli a ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI) 08/29/2008 PRODUCERTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Apppplied Risk Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box :3646 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Omaha, NE 68103-0646 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (877)234-4420 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Continental Indemnity Co. 28258 Grover, Carey dba Grover Buildiong and Remodeling INSURERB: PO BOX 1080 INSURER C: Cotuit, MA 02635-1080 wSURERo: CTL 1273 427311 wsURERE: COVERAGES 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 CONTRACTOR 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. J ADD" POLICY EFFECTIVE POLICY EXPIR TION TR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURANCE $ COMMERCIAL GENERAL LIABILITY [DAMAGE IU PREMISES H N I IzUnce $ CLAIMS MADE❑OCCUR MED EXP(any oneperson) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ . POLICY JECOT- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY, SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY. $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO R - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $WORKERS $ EMPLOYERS'LIABILITY AND X ORY LIMIT ER A ANY PROPRIETOR/PARTNER/EXECUTIVE 46-805700-01-01 OS/31/08 OS/31/09 E L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 'ERTIFICATE HOLDER CANCELLATION Grover Buildiong and Remodeling SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION PO BOX 1080 DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE Cotuit, MA 02635-1080 TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON:THE INSURER, ITS AGENTS OR Attn: Project Manager REPRESENTATIVES AUTHORIZED REPRESENTATIV 1783118 4CORD 25_(2001/08) ©.ACORD CORPORATION 1988 Boar f Pi�i u a io's a r s d� L Construction Supervisort aceresex, License CS, 77754 :�' Biitfi'date 1:1/22/1957 ' Expiration 11/22/2009 Tr# 6877 Restrictwn 1G ° r - CAREY C GROVER k PO BOX 1080 . �.G GOTUIT MA 02635 Commass�one� Btr�,'`?dot='g't�flr�rffbfY��tip�s-sS"fi`d{�"�ffr>iP�r'� HOME IMPROVEMENT CONTRACTOR t _ Registration: 144322 ; `, Expirafion 9/23/2010 Tr# 274090 .. Type.. RBA.. GROVER BUILNNG.,t REMODELING CAREY GROVER 56 BOWDOIN RDGZ,,,,,,.� MAS.HPEE, MA 02e49. 2649 administrator i`r tY OpVEt 'own of Barnstable °� Regulatory Services " " BARNSTABLE, " Thomas F. Geiler•, Director EO)n9. b, Bt ilding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, AAA 02601 tivv wIto)vn.barnstable.mn,us Office: 508-862-4038 Fax; 508-790-6230 propei_ty Owlaef Must Corn.plete arid Sign, This Section If Using A Bu_ilde:r _ ,as Own.ex of VJ. subject property hereby authorize. 9AO -- to act on my behalf, in altmattets relative to work authori cd.by this building permit applic"16011 foi: (Add-ress of job) /Sig,,patui�caet - Itt Print Name If Property Owner is applying for permit please complete the Homeo:wxiets License Exemption Form on th•e reverse side. ` r Town of Barnstable op7Ne r Regulatory Services ' Thomas F. Geiler, Director r aAFtNSTA)3rX, " �°� Building Division i67q' pro p a Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 S��s'Y.town,barnstable.ma.us Office: 508-862--4038 _----- --____ , ------_—_' 5.08_790-6230 11onf.E OWNIER LICENSE EXEMPTION Please Print DATE: — JOD'LOCATION: — — number sheet village name home phone U work phone# CUP-U-NT MAILING ADDRESS: __ ----------- city/[own ---- state rip code The current exemption for'`homeovrners" was extended to include r�rvnt;r-occu ierl dwellin s of six units or less and to allow homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. D)MITION OF 110tyl ;OWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside; on which there is, or is intended to be, a one or two-family dwelling, attached or detached stnictures accessory to such use and/or f&nn sta-uctures. A Person who consLTucts more than one home inz a ti,O-year period shall not be considered a homeowner, Such "horns owner"shall submit to the Building official on a form acceptpblc to tlzc Building Official, that tic/slre shall be responsible for all such work performed under tho huldin- en pjt. i `p (S'ccdon 109,1,1) I lie undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned "homeowner"certifies t)sat lie/she understands the Town ofBarnstable Building Dcpartnxient miuii num inspection procedures and rcquizements and that he/she comply with said procedures and requirements, Signature of l-Iomcowncr Approval of Building Official Note: Thrcc-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127,0 Construction Control. 1T0MEOwNER'S EXEMPTION . The Code states that: "Any homeowner performing work for which a building permit is required shall be cxunpt from the provisions of this section(Section Iog.1,I -Licensing of construction'Supcm.sors);provided that if the homeowner engages a persons)for hire to do such work, that such Homeowner shall act as supervisor." Many homeowners who use this exemption aic unaware that they arc assuming the responsibilities of a supervisor(sec Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awaTrncss often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would ti�lh a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware Ofhis/hcr responsibilities, many communities require,as part of the permit application, ili[ics of Supervisor. On the last page of this issue is a form currcndy used by that the horncowncr certify that hr/she understands the responslb several towns. You may care t amend and adopt such a fonn/ccrtification for use in your community. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^�c� C DATA Ivi I LE i14 bb 1 5,55 ,,-.--,Top Doop PENCIL DPAWEP 30 I IWF 4D5 10 M!ELE E5W4q2l 23,75"h I i 4 TD5 If 5-1-31' w/5RO5 4 TD5 64"x 36x_Y4 5"' 5TEWART KE51DEN li3) 4"VC, PANEL ACORN WOOD (2,5) FILLER 5011 -1'12"FILLER�)O`H 5"5f-OL(2)6�) R/G-L I 2"D W2136 R/G- P 12" D DOOR: NEWPORT 3 3D52 I FEB R/G-R 26.875"D WOOD: MAPLE RECESS 5TM I PAINT � GLAZE: VID 4 2 —7 1 SATIN, (#35) 51�-IEE� 5 C5�,)L-4 FASCIA I A 2 12 M (7)'i 3Y2 I IC) DEGREE EURO IV;G" 033 X" DOOi CEILING: 107Y2" 5 0"COOKTOP PANEL 9 5/5T FURNITURE BASE CABINETRY: 50"N(�v @ TK G"(7) 25�'W I DOOR EDGE # (1) 31) o SCALE 112 ri ®r-0 12 PINT PAINT (D7 EXTEND F59 E END T 0 I BACK 2 4 OR 050)0 13D9D 2 1"D I -- ---- cr-1) TOUCHUP STICK AN EL 15PICE ORG TOP _qU5ZEp 2 X,)W 5 18.2 1 iDPAWER \0 Bp (D 27" 2 DRA W2 13r.fE 3 T- �3 4 pffffpIG SPICE _) 3D524 24 45" PACK (5 RECESS C�—o 1524-1 3DB24 x I b"D KNIFE BLOCK 8 255 CABINET T-P T— TOP DRAWER HEIGHT I 1(4D7f[39 EXTEND LEFt TO (301, - - - --- -BACK _ \ 42 -y4" OOR DOOR PA L PANEL 17 'W 25�'W Ila :4)X' DOPR%f ANEL POW521 23.75kV 55.37 HU 2 BIN -Y4" DOOR PANEL 5 23.75"W X 30.25 H (\ 43"bf-OL tj 'MILtE---T------ - - - 7-4- -3 D-B 3-8--- --- - 3) j. G24705Cvi 3DB38:�7 loo CABINET HEIGHT 4D525 Dw W/DOOR 4(r5 3 G E321 VLCDR2490-24 901, DRAWER PANi I no BIN I DBL 5H 12 [A/ 9 FG 11 : W333 G' � W33311N W 3336 MI LE COFFEE 21 IGNIf3 aRECE55 Z1 23G�f % lflRC5� �pCff55 0W3336ECE55( RCE55MAKfR CVA4 7512 TM '33 �G FF ) � 33-1 G733IGF FINX-5ACKIN1- CNTR TILE 5TMI - NiR5TI CNT�STILE BTCNT5T,L E M 5TM C5q, kpl,WF-OL 521,H 23 PA55 ThiROqGm 3 -1153 Y2 GENERAL N ::: E5 ALL GA5INf 1A 5E�N HAVE BEEN ,T 0 �j V 0 [)IMffNc 166 property that runs with the land in perpetuity so as to be binding on and enforceable against any person claiming an interest in the property. Any restriction created under this Ordinance shall survive any bankruptcy, , insolvency or other action, and shall not be subject to nullification for any reason. 2.6 Development Agreement An agreement between the Town acting through the Town Council and an applicant entered into in accordance with Section 14 .of the Cape Cod. Commission Act and Town Ordinance LXIII 'which provides for the development of affordable housing in the Town and establishes the permitted uses, densities, location and other characteristics of the development. 2.7 Local Housing Fund An account established and operated for the purpose of creating or preserving affordable housing by (a) the Town of Barnstable or the Barnstable Housing Authority, or (b) a housing trust.or community development corporation created under the laws of Massachusetts. Said funds can specifically be used to purchase and improve land, to purchase dwelling units or to develop new or rehabilitate existing dwelling units for purchase or rental by qualified affordable housing unit purchasers or tenants or to preserve existing affordable housing in the affordable housing inventory. Expenditures from the Local Housing Fund will be determined annually by the Town Council. through the adoption �. of a Housing Action Plan. 2.8 Planning Board The Town of Barnstable Planning Board. 2.9 Qualified Affordable Housing. Unit Purchaser or Tenant An individual or household with total annual income that does not exceed .the following percentages of the median income for the Town of Barnstable, as determined annually by the United States Department of Housing and Urban Development: 2.9.1 For the purchaser of a single-family .home - eighty percent (80%) 2.9.2 For the purchaser of a condominium unit - sixty-five percent (65%) 2.9.3 For the tenant in a. rental unit - sixty-five percent (65%-) 2.9.4 Income from part-time employment of full-time students enrolled in and attending a public school or. accredited educational . institution shall not be considered part of a household's total annual income. L02. ,Exempt Replacement House-, - An exempt replacement ho su a is considered to,'bexany, ofthe. following.as determined_bN the Building Commissioner. c 167 a) a single family house damaged or destroyed by causes not under the owner's control regardless of the length of ownership, provided the replacement house is not more-than 2-0�la-rger,iri.volume. b`a single. family home that has been owned-fornthe last--- t -' three years by the current owner orimmediate family, .j and s i_ being_rep'l.aced_for 'this,.owners ause. fam r, c) a--single ily home where the portion saved-and to be re-used in the new design and construction represents at least 20% of the.value of the existing structure. (Passed as amended by the Town Council on Feb. 17, 2000,by an 11 Yes Vote) 3.0 Applicability 3.1 This Ordinance shall apply to any division of land into two or more lots for residential use which requires action of the Planning Board under MGL Ch 41-81K through 81GG or otherwise, whether or not subdivision approval is required. . 3.2 This Ordinance shall apply to the construction of single- family, multi-family and/or condominium residential units on any lot or lots under common ownership with a construction value of greater than $100, 000.00 per unit. The construction of Affordable Housing Units, as defined in Section 2.2, above, are specifically exempt, as are exempt replacement houses as defined under section 2.10 above. 3.3 This Ordinance shall apply to any combination of land division and development activity stated in Sections 3.1 and 3.2, above, _except for the land development activities of a limited profit corporation, not for profit or town agency engaged in providing affordable housing under MGL Ch 40B, or any charitable, not for .profit, tax exempt corporation or entity. 3.4 This Ordinance shall apply to the construction of any non- residential development or addition, or the non-residential area of a mixed use development. . It shall . not apply to interior renovation, or reconstruction or replacement activities. 4.0 Inclusionary Affordable Housing Requirements Any land division/development activity granted in accordance with Section 3 shall be subject to the following requirements: 4.1 In a development described in Section 3.1 consisting of less than ten (10) acres, . the applicant shall pay an Inclusionary Housing Fee of $500.00 per lot created. Such payments shall be made to the Local Housing Fund established under this Ordinance upon endorsement or approval by the Planning Board. a R 1 ZRNkm-AN- 703 356-.81,84 -P•�. • _ _ _ .Commonwealth Electric ompany' • .2421 Cranberry Highway •.;, }r' Warcham Massachuxtts 0267 t •1d95 fledric 0 TeiephonE jb08y?9 December 1, 1999 Alvin M. Zankman 1316 Titania Ln. Mclean, VA. 22102 Dear Mr. Zankman, The electric service b meter at. your property located at 82 Point-Isabella Rd., Cotuit.were removed on November 29, 1999. This was done at your request. Very truly yours, Barbara Trocchi Customer Service Rep. - Jyn 08. .0�0 1'0 37a R1 ZAfVKMRhI`, 703 356-8T84 p Yl t Qire Ate[ neoAst1198bit ��• ` 4300 FALMOUTH ROAD, P.O. BOX '45 I COTUIT, MASS, 02635 PHONE 1508) 428-2687 FAX (508) 428-•1517 d 4r December 1, 1999 - Mr.and Mrs. Alvin Zankman �? 1116 Titantia-Janc Mci,ean VA '22102 Dear Mr:and Mrs.Zw*man, The-water was turned off at 82 Pt, Isabella on Tuesday;November 30`"'., Please have the contiactoi• call us with the demolition date,.as we wh11 need to disconnect the - ° sezvice at the street the morning of the demolition._ Sincerely, SFxcri Lcavanwo Business Manager • ,�,.. Jocr�t vJ �:(Srr-L�td6caG-l�,•rat_ 230 South Street \fp Mpy e` Hyannis,Massachusetts 02601 p 1011411 Ur [WHISI'A111.1; of Intent to Demolish or Move an Historic Building/Structure Print in Ink 1. Date of Application: ) 2. Building/Structure Address: �� !mil 1-1 lla A L�C3:tL / �, /17 3. Assessor's Hap attd 'Lot Number: 4. Is building structure located in a local or regional historic dlstrictt 't 11 If yes, Protection of Historic Properties Bylaw does not apply and it is not - necessary to complete the remainder of this form. 5. Is building/structure listed on the National Register of Historic Places o pending listing on the National Register of Historic Placest Y N�� avec- ''1S yn5. b. flow old is the building/structuret � rchitectura style of building structure, describe if not knownt A m.,1('��1/ c--[{�(i1 6 oyfr " 'r✓ d1z; Is this building/structure associated with one or mor3 historic vents or persons, name and descriptiontf N _ 7. 'Type of Building/Structure att:l Prullosed 14urk: 8. Zoning District: Ldcf , f I'i.rc UisLricL!rn f i ,-r 9• 'Aliplicant,s Name: R1 yx, T �/ �(\l Y^� n-,,Q 1 I'v1. if '.`�i '��(, 1 Lj Ad,.l r ess. _]_3Z�� C1.rl 10• Uwlter's Name: --,n, Tel. II Address: 11• COntrarrpr Address: — 12• M terial of Building/Structure: l3' How is Building/Structure Uccupied : t„r�Pr YLy>��) Wo. o[ Stories: ,.. 14. Explanation°of -the prupused use Lu be mode of Lhu slLc: '1• - Uiagratn of ;Lot and builditig/StrutLurc wi.lh Utliic iSivns: MI„1'r ;i,ry spY4 :y- a1 t; 2 h+ •.R .>., - 4: :1� 'r�'a° 4� — r 1 �1 '•r6. .,._ s�}rr ',�1�c -. � '� <.� c7 Yr��Td7��r"r { i? * .�,;1 c� �_,d �;�N ��• ,if � , �r f x., - J-,}� .}�f �1 - j 1'�.�.7 r..T.y s...,.LC. :L> y„ nc, Yam.. .t ,•,1 �• r••--w+ � I -, M o -� ',y 1 .' � 14 . '^ 4 P w• r r' ., t , >_�. r+s , �. �, N - s• t^r s •r i.w r {,.if3,"� ai - 4 .;v .r 3- 1 - t r - rw� , � J: } s r e.- I r• rr r� , its s .h. ., q• JUN —1-2 2006 1ON 2�I P!T rf.'OLC I EaBBx�Aa tCalo%fdfb®a ,. ��, '. _ .. _ v.,-- - --- � - • f . a 000 Mr Ronald Slowek Stafford Builders 'f-.rA' 30 5_ cry Ire: 82 Point Isabella COtuit, MA 02635 To Whom"It May Concern, This letter-is to'coOrm that there are no underground natural gas facilities to the above referenced property. This was confirmed by our representative on November 19, 1999. I can-be reached directly at'508-760-7499 should there be any furthcr questions. Sincerely, ly � 'a ra A. Hall Distribution Department t +,, � y4 ).�> 2 � � ;4t- '+ ✓ it 4 L d. �l.k.. � �.�. t,'', � A 1.. F t r r t. t � r r r.'• 3 r �e,t, t d 2 ,� , �[_. '�t t r t' 7. Y € +n °�' •f a n-,� 1'� 1.` K # d. 4 dt _ ' Y d 1 ' , ° ~.r ' •` r r ',y $ 'fir r ., l � � _ 'r yr 1 �y r d ,rr.• t - s 1 iT'1,�.�,rl} -r ,, � r. t r y. : 4 t� � L. .Yro4 r a-"' r + t.� i.mrs �.,•,:5:' y- C r� ft ,.� 14, :. r _ ti r� � y ;� 1 4� �}� ;�• F yrw�� , 1 x a '' _ �( 'fit E yx '✓ i' -.y y - ; } _ - 2 P11 JUN=12-20:00.,roH,.o�:. .�L�v= _ ESaBXOaB c - '•� ... - ._- .,. .,.-. v .,,..- - ., ., ..�;.. •r.,r,.. rib_>. .f.-., ,�.„- - Mr Ronald Slowek m: Stafford Builders crf , re: 82 Point Isabella Cotuit, MA 02635 k To Whom It May Concern, ` This letter is to confirm that there are no underground natural gas facilities to the above referenced property. This was confirmed by our representative on..November 19, 1999. I can be reached directly at 508-760-7499 should there be any further questions. Sinn x y, s `-�4ta ira A. Hall Distributi6n Department ' d Y 1. Loura Karen From: Schlegel Frank To: Loura Karen Subject: RE: Address for property on Point Isabella Road Date: Monday, May 17, 1999 4:47AM Map 074 pcl 024 is issued#68 Point Isabella. Old records indicate the owner may be using#82. If the owner contacts this office, I may be able to accommodate them, However, there will be no change from#68 until the owner contacts engineering This should be filed under#68 until further notice. From: Loura Karen To: Schlegel Frank Subject: Address for property on Point Isabella Road Date: Monday, May 17, 1999 12:51 PM Frank, Please help me determine the correct address and map/parcel number for property located on Point Isabella Road, Cotuit Bay Shores, Cotuit. A 3/26/80 Building Permit shows the Assessor's map and lot number as: "74-21 & possibly part of 74-19 (initials G.H.)" and the house number shown is"82"w/initials G.C. However, when I query either the street address or the Map/parcel number, pentamation finds no matching records. Thanks for your help. I need to know how to properly file this information. Karen Page 1 0,,/< 2/y 3�Z 6/8/ ` 7� �/ � Assessor's map and lot number ............................................ h THE SeZage Permit number ............................... House number .. .. .:.................................:........: SEPTIC SYSTE INSTALLEbp�IN �_ { 1�t -LE 0 MAY TOWN OF B A R N S T A NTAL CODE AND '� )N TI s _I yam. BUILDING , INSPECTOR APPLICATION FOR PERMIT TO ... TYPE OF CONSTRUCTION ......... ?:.....Snl .................................... ....................................................... �p� X Y.4 ........ ..........19 Yq. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: j z (Location .•.�SA1 ....... s, ......... 6..................C.Q... ............... .:"' `✓ ProposedUse ....... ............................................................................. . .......................................................................... Zoning District ....... :................. .................. . ............Fire Distract ... ................. Name of Owner ...........................Address ./'�:�:.��'�..�".. .�Z� .`!'?�:....Qr..L`.-�•:...U.1��.4�t�...�, Name of Builder ...� .. .. .. ......?J` e... ..................Address ........................................................ Nameof Architect ................................:::...............................Address .................................................................................... Number of Rooms .. .......Q .................................Foundation ...C!,( ...5. ..3..�4......:V. C.C..':................... Exlerior ...W .Q .. RCN" ...Roofing ........!!' '?.�. 4z� � Floors1i� ..L.✓cad.. ....................................................Interior .... Y ..Sr,!.. ..................................................... Heating ....loes.'t..............................................................Plumbing .....UC ..... ;?' . ..................................... Fireplace ........ ..........................................................Approximate Cost .................... .V..)�00..................... . ......... Definitive Plan Approved by Planning Board ________________________________19________ Area 7 .......................... ............... Diagram of Lot and Building with Dimensions Fee I� SUBJECT TO APPROVAL OF BOARD OF HEALTH �00 a)" f I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. �7t Name .. .... ...... . ................................... ... ...................... i ZANXMIAN, AL 7. ADDITION Single -Family Dwelling Location Point Isabella Road Frame March 26 , PERMIT REFUSED . l� ----`--~-----^-------' ` t� -.. ----------.--. ' --`--~' -''��''.--'--------'-^-' � ........................�. �__._,__._.,_,,_____. ` ` ......... ....4^'��'--'^-^^'—'^^^^^-''~---^'- rr ^ .................................................. lQ . ,,�-'-� r ' ^ ` � . --'''--''�r. ........................................................... � --.......---'---~-------,-.-.--.... J IlnitwlAltl{. 4 �S"1 `n }P•dr• 900�a70:�0 .•. r �,t, 230$OUih$Ileel." ,1 s \EOMA�°v Hyannis Massachusells02601_ T 6r \ r '•' _ IUNN UI '.ISA�Z��SIAIS� I • otice of Intent to Demolish or Move an Historic i3uild ng/Structure Print in, Ink 1. Date of Application: gl � Pf -r&/lQ (i A )� 2. Buildin Structure Address: ��CJ��"[/ � /�/(7 • �i. Assessor's Map and Lot Number: _ 4. Is building/structure located in a local or regional historic dlstricti Y N If yes, Protection of Historic Properties Bylaw does not apply and, it is not necessary to complete the remainder of this form. 5• Is building/structure listed on the Ilational;:Register of Historic Places o pending:llsting' on,the National Register of Historic Placeai 11S yr-S- 6, 110iw old is the .building/structures__�__�?��,- xchitectura style of building/structure, describe-, f not knount A m,��GII —C��l!! 6 4(/P_ e— C�� Is till s"building/structure associated with one or mor, historic vents or persons, name and description 7. Type of aittl Proposed Work: t - 8. Zoning District: (I,fr4C4 �f I i.rc UisCrict:�Q�(/�� 9- -Applicant's Name: V Address: I( ,�L Yl i n �LJI�f L�QD'11��L1 �' o—� 10. Owner's Name: �� P Cel. .9 Address: 11, Contractor: t 1 '!el. I Address: 1�. Material of Building/Structure: 13` Now is•Buildiiig/Structure Uccupied a r i(Al Wo. of Stories:357, �n�n.a YZVI 14 CX#k n` iota4if ie prupuse us m iJ'a of Use slice d �. 4 r. t �1� T{ r � + . ✓�� f' va � � p � � .t In _.. — _ r"J`� �. Ss3 Uiagramr,of Lot,.and Buililxng/S,tYuc,lui c wi l:lr''t�iutep suns - r�•, ti- ..., •• •"•� Y ;' t * r .fit� �" n K �. .;,,. F�F� w-su,�'�,��rt°" S � `•. y7F� i r i � `zt , i � r�•k�' rf `7'r s j j.�;�� L �- _ � ,_ � r� - , i k .�U b j• }' r�i c+�- L•t ?C r` v.L E, 1 t° i t�it ,�f{. l ._x J� M r 1 q��°•��,.��'i,"�� •: f �� rc Y r: +. C -0 r ,G a r� ! i 4i t x,� t'y l r i 7. _ Y ,�� A, x ,x1,�'t.4. ,,1 4 }*, r� �' +; 5t .` 'y a'• ,�``?-0e� /� //.,,t.•� t �:.tl .i'i /y/ `-i.- , �, Y.� J' G S 1 .7 r r`j.'I��i .�C�/ •C-��f,>•^ � �!G-( �' - �rr�r��..r�.T 9 r �.4 r ` • r �T �ti, J's .1 b y r-., .Y.' ti.� i - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION> Map Parcel ��pplication#_ 06 Health Division a'6-teksuiA a 00 70 Conservation Division ( Application Fee �S•C� 257va� t� Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Addresso? �� s� � � Village Owner �� /��.�� ` G,/��/'� Address Telephone Permit Request 55 A^ .y �/Na o 4r) Square feet: 1 st floor:existing 2 proposed_ .� 2nd floor:existing proposed !0V Total new-1�'`'�� Zoning District kf", Flood Plain ` Groundwater Overlay aY Project Valuation 60,1W. Construction Type��1� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Si o On Old King's Highway: ❑Yes Basement Type: 3Fudll ❑ rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Ilk ,� Basement Unfinished Area(sq.ft) vF�P® Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing -1 new_� First Floor Room Count Heat Type and Fuel: W Gas ❑Oil ❑Electric ❑Other Central Air: Wles ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool:®'existing ❑new size Barn:❑existing ❑new size Attached garage: existin ew s e 2 ed:❑existing ❑new size Other: r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ E c Commercial ❑Yes ❑No If yes, site plan review# < — ti � Current Use Proposed Use 1C) T — - - BUILDER INFORMATION - i Name J Telephone Number, _&4!� Se n► Address toe, License# 0 7_7_7�7 4 2_0?!�4 ®��J Home Improvement Contractor Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �_ SIGNATURE DATE O - Y t b "t } FOR OFFICIAL USE ONLY ; APPLICATION# 'DATE ISSUED r= MAP/ ARCEL NO. ADDRESS VILLAGE OWNERLi L DATE OF INSPECTION: FOUNDATION II SDK 4I�t1°��rn �fOD a�� lc�Ico/�R eo� FRAME zrld INSULATION FIREPLACE 4tf�1 LA ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL .. FINAL BUILDING w DATE CLOSED OUT4.` ASSOCIATION PLAN NO. P . t►+E T Town of Barnstable Regulatory Services AkAs iM . Thomas F.Geller,Director sb;q �e ^rEp, ;► Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office: 568-862-403 8 Fax: 508-790-6230 PLAN REVIEW Owner: �a��=Gc/ !�? Map/Parcel: V� l Project Address� �sAAF-cc+A Builder: . K- The following items were noted on reviewing: G L GtJ A GL S DF G2�1{s� Reviewed by: Date: 7/2-60 7 Q:Forms:Plnrvw r Jul —3�c,1—G 12 : 36P P_02 1. Y - Permit 4 Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title. Additions and Alterations to existing residence Report Date: 07/19/07 Data filename: C:IProgram FileslCheck\RESrhecklSiewart.rck Energy Code: Massachusetts Energy Code Locatlon; COtuit, Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 33% Heating Dogree Clays: 6137 Construction Site: Owner/Agent: Designer/Contractor: 82 Point Isabella Road Cotuit,MA 02635 Timothy Luff Atchi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 508.420-5335 atacotuit@aul.com Ceiling 1:Cathedral Ceiling(no attic): 788 30.0 Ceiling 2:Flat Ceiling or Scissor Truss; 0.0 27 Wall 1'Wood Frame,16" 1345 30.0 0.0 47 o.c.: 1975 19.0 0.0 Window 1:vinyl Frame:Double Pane with Low-E: 21 78 Window 2:vinyl Frame:Double Pane with Low-E; 228 0.330 69 Door 1:Solid: 0.320 73 Door 2;Solld: 21 0.450 9 Door 3;Glass: 10 0.450 6 21 Floor 1:All-Wood JoIst/Tn1ss:0ver Unconditioned Space: 1875 19.0 0.0 0.330 69 Furnace 1:Forced Hot Air,93.1 AFUE 88 Complianco Statement:The proposed building design described here Is consistent with the building plans,spec:iflcations,and other Iculationkted with the permit applicatlon,The proposed building has been designed to meet the Massachusetts Energy a requ In REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection klist. ng load for this building,and the cooling load if appropriate,has been determinoci using the applicable Standard Ign Ccound in the Code.The HVAC equipment solected to heat or cool the building shall be no greater than 125%of npecified in Sections MOCMR 1310 and J4.4. guilder/D s Company Name Date i Additions and Alterations to existing residence -••--•-.,•..-__._.....,,.,,_._-_._-., _____.-- ,,,,__� Page 1 of 4 The Commonwealth of Massachusetts Department of Industrial Accidents - Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers} Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ^ Please Print Le 'bl ' Name(Business/Organization/Individual):. Address: Pa I ASOV 0 City/State/Zip: Phone.#: ,fr,9� A,ree,yo n employer? Check the appropriate box: Type of project(required) 1.L1d'I am a employer with�_ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. R-Ite modeling ' ship and have no employees These sub-contractors have 8. ❑Demolition • working for me in any capacity.acit5' employees and have workers' 0$ding addition [No workers' comp.insurance comp.insurance.$� 9. ' 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' . 13.0 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. Iam an employer that is providing workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: _/6 A/ � UU �Z Policy#or Self-ins.Lic.#: S'� ✓5:�*niration Date: Job Site Address: T�XNI1' � At- '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 DU for insurance coverage verification. I do hereby certi er the pains•and a Ities ofperjury that the.information provided above is true and correct Sitmature: Date: 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states `Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliatice with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-confractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference Limber. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Inves0gations 600 Washington Street Boston, MA 02111 Tel. #617-727-49-0:0 ext 406 or 1-977-MASSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass.gov/dia E,ay t Town-of Barnstable yP °� Regulatory Services Thomas F.Geiler,Director 9 MASS. � . 16 9• Buildina Division ArED MPS a b Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, .improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling twits or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: X - Estimated Cost '� C� d� Address of Work: c�-- Owner's Date of Application: I hereby certify that: Registration is not required for the following reason(s): [)Work excluded by law []Job Under$1,000 []Building not owner-occupied, ❑Owner.pulling own permit Notice is hereby given that: OWNERS PULLING THEM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the ag of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:fo=:hcmeaffldav ` Tsinle aazltn(ecaxd;ae� . t pieseriptivo Fae&sge!for dal mall Tx*-F'xumly Rssideatisl Baildlnp$eaieH r9t•F'ou1X F'Pels t}laung Glaang Cc1IFng Wall Hoar Bis=04 r Slab 'Smting/Caelin$ R-YAd ' R-Talue� &Yalu' Wall Pexirader F.�dF+aent E[6dcac Pse R-velue� R-Value p� 'f'10I to 6300 Neatlag]5cZm Days' r . 1Z%- 0.40 38 13 19 10 6 Mom I2Yd 0.52 30 19 . 19 10. b Alotma! FL , g . ,•557�`UE g . 12% C.30 31 ' I3 19 10 I3% 036 � 31 13 33 .NIA NIA. No=ll T Tlarmal U 15°11a 0.46 31 19 19 10 S. A 83 AFtJ9 IA• 1 1 I3 33� P1 Y 15l. 0.�4 31 A g3AM�► lSg'a 0,37 30 19 19 1D IF'/o C32 it •13 2, NIA NGA Normal y 46%. Ml 38 19 23 NIA NIA` 1'{ctsstai 2 I3Y G,4Z 38. 13 1J 10 6 90 ARM 00.30, 30 19 i9 10 6 9JAFV I, ADDRES S OF PROPEUY: , � � �, � • squARB FOOTAGE OF ALL.E UMOR WALLS: 3, SQUARE FOOTAGE OF ALL GLAZING: •. 4, °I, bLAZI O AREA 03 DIVIDED B'Y'02); SELECT PACKAGE AA e see chars:abeve): ; lam, Pt0 OTT ERMORE INVOLVED t,THOD iS OF DETIMU NG E iERGY BEQC]MM&NTS ARE AVAILABLE. ASK.US FOR THIS MFOP MATIOAT, y • ECTt�D�'TG'L�tSPECTDR�.PFRDVAL: - Q gins-US0103P. °F V Town of Barnstable Regulatory Services 9BMAM ' ; Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I ?I 'kC%IV*Kp SJL—W4 b'�Ias Owner of the s , subject property hereby authorize 04 re)e 6;#ttkrC to act on my behalf, in all matters relative to work authorized bythis building permit application for; . (Address of Job) -7 /d' Zoa7 Signature of er Vate 1�i Ud�K1� 'S c-W'd 2 1 T Print Name Q FOP.M�S:0 WNF-V ERv1IS S ION Ll:b/ bU84!//14b N WUK JN LLtl;I N. HAUL al Richard J. Cook Jr. Electricians Inc. 135 West Way Mlashpee, MA -02649 1-508-4577-7146 MA License#E25302 Date: 7/16/07 To :Town of Barnstable Attn: Building Dept. All Electrical power has been disconnected to garage, to be demolished, at Stewart Residence 82 Pt. Isabella Rd. Cotuit NIA Please call the undersigned f you have.any questions at 774-2W-8899, thank you for your time. Sincerel , Richard J. Cook Jr., President/Owner Richard J. Cook Electricians Inc. 07/18/2007 10:43 -. 5085646223 JOHN J MAURER INC PAGE 01/01 John J. ,Maurer, Inc. Quality Plumbing, I icating and Air• Conditioning MAq c r Ga.aFii.Lcr•3639 July 18, 2007 Building Department Town of Barnstable Barnstable, MA Rc_ Garage demolition 82 Point Isabella Road. Cottlit I certify that there are no gas or water, lines to above mentioned.building. John J. Maurer Presid Xnt Master Plumber Lic. 47824 Master Gasfitter Lic. #3639 N.O. BOX 1.80-CATAUMLT,M.ASSAC11USETTS 02534 • (508)563-39}8 • FAX(508) 564-6223 I Ro o u[3 llding Neji.I, tan .rr HOME IMPROVEMENT CONTRACTOR Registration: 144322 Expiration: 9/23/200II Type: DBA - GROVER BUILDING+REMODELING .. CAREY GROVER ° 56 BOWDOIN RD � ti MASHPEE,'MA 02649 DcpetyAdministrttoi inn 4I BOARD"OF BUILDING REGULATIONS. ' License: CONSTRUCTION SUPERVISOR '• Number: CS 077754 .F Birthdate: 11/22/1957 Expires: 11/22/2007 Tr.no: 8693.0 :? Restricted: 1 G k, CAREY C GROVER PO BOX 1080 `r COTUIT, MA 02635 K Commissioner Y T _ ACO Ra PRODUCER CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) THIS l O/31/2 0 0 6 McShea Insurance Agency, Inc. ONLY CANDFCONFERSSNO RGH S ED ASMU ON ATTEROTHENCERTFICATE 749 Main Street, Suite#H HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Osterville, Ma. 02655 ALTER THE COVERAGE AFFORDED — THE POLICIES BELOW. 508-420-9011 INSURERS AFFORDING COVERAGE INSURED Carey Grover Building & Remodelin g INSURER A: Western World Insurance Compare NAIC# and Remodeling INSURER B: The Hartford P.O. Box 1080 COtuit, Ma 02635 INSURERC: 508-364-5651Ce11 INSURER D: COVERAGES INSURER E: 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS.I!CL:AIMSMADE E OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICYEXPIRATION ABILITYDATE MM/DD/YY DATE MM/DD/YY LIMITS RCIAL GENERALLIABILITY EACH OCCURRENCE $ 1 OOO OOO AIMSMADE OCCUR PREMISES Ea occurence $ 50,000 NPP916247 MEDEXP(gnyoneperson) $ 1 000 9/l/06 9/1/07 PERSONAL&ADVINJURY $ 1,000,000 EGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 j COT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 MOBIL LIABILITY ANYAUTO COMBINED SINGLE LIMIT ALL OWNED AUTOS (Eaaccident) $ SCHEDULEDAUTOS BODILYINJURY HIRED AUTOS (Per person) $ NON-OWNED AUTOS BODILY INJURY (Peraccident) $ PROPERTY DAMAGE GARAGE LIABILITY (Peraccident) $ ANYAUTO AUTO ONLY-EA ACCIDENT $ OTHERTHAN EAACC $ EXCESS/UMBRELLA LIABILITY AUTOONLY: AGG $ OCCUR CI CLAIMSMADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONAND $ EMPLOYERS'LIABILITY x TS C TAT - TORYLIMI T ANY PROPRIETORIPARTNER/EXECUTNE ER B OFFICER/MEMBER EXCLUDED? 3 6 01B4 6 5 0 5 E.L.EACH ACCIDENT $ 100 000 Ifyes,IALPbeunder 08/31/06 08/31/07 E.L.DISEASE-EA EMPLOYE $ 100 000 SPECIAL PROVISIONS below OTHER E.L.DISEASE POLICY LIMIT $ 500 000 SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO 200 Main Street DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL10 DAYS WRITTEN Hyannis, Ma 02601 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO.SHALL 5 0 8-7 9 0-623 0 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I :ORD25(2001/08) ©ACORD CORPORATION 1988 �l r 1 1 1 OHE Tp� Town of Barnstable i BAMSTABM " Engineering Division �9 •e� 367 Main Street' Hyannis MA 02601 lE0 MA'S� Office: 508-862-4088 Robert A. Burgmann, P.E. Fax: 508-862-4711 Town Engineer Town of Barnstable DPW/Engineering Road-Opening Permit Waiver Map/Parcel: QIV-0 a- Date: `7- "Q Address: (,,q- �a v>-1, This waiver is hereby given as an agreement between the Home Owner, Builder, and/or Contractor and the Town of Barnstable that construction or excavation on the above reference site will be contained entirely within the sidelines of the private property and does not nor will not interfere with the town right-of—way abutting said property. The owner/builder/contractor acknowledges that they must contact this office immediately in the event construction or excavation must be performed within a town right-of-way for determination for the need of a Road-Opening Permit. Failure to comply with the above agreement may result in the town performing the necessary repairs and billing the owner/contractor for said services. This waiver does not release the owner/builder/contractor from any liability for damages as a result of this construction. Remarks: �kz yxh-a ��D✓�O, Own uilder/Contractor Address Telephone _ (� D /En fleering A roval Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map Parcel aq Permit# �(o `Z j 1 Health Division Iz 2-uvu .- 6 Date Issued Conservation Division + � o� 53� ?"vl(� �� Application Fee Tax Collector g�� '77 ,�7`^ Permit Fee e Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board VWH TITLE 5 ENVIRONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis T0W14 REGULATIONS Project Street Address, 90-t "C Village _ 00—ru IT Owner R%C_4 A_)0 -t MAI—W �'TE^JARX Address i Telephone Permit Request 'Q is\J ('J6^--V\ r•CN Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain L Groundwater Overlay Project Valuation �oI Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family i Two Family ❑ Multi-Family(#units) Age of Existing Struct o Historic House: ❑Yes a o On Old King's Highway: ❑Yes '�No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) C2 Basement Unfinished Area(sq.ft) _ A00Q Number of Baths: Full: existing new Half: existing_ / new Number of Bedrooms: existing_4 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: 6d"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 5r No Detached garage:❑existing ❑new size Pool:❑existing B'new size?Barn:❑existing ❑new size Attached garage:6a'existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name wow'w EVef_i-ft G 7i � �"' �MOt f�Telephone Number TV Q56 6aG Address E2NEU/_ R License# n it-4-H Home Improvement Contractor# i 07a 2'3 Worker's Compensation# � � ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `a'L/c)-,_�la 9— FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' 3 ry 1 ✓ ''.;f DATE OF INSPECTION: FOUNDATION— FRAMEK t t INSULATION/; :•, I FIREPLACE " M ELECTRICAL:,-' ROUGH FINAL 1 PLUMBING: f- ROUGH, ;: FINAL GAS: ROUGH; ") _. � FINAL } FINAL BUILDING - " l000r DATE CLOSED OUT ASSOCIATION PLAN NO.' { ; i Cape & Islands Glass Co., Inca 73 Iyannough Road (Rt.28) Hyannis, MA 02601 508-775-7742 June 14, 2004 To Whom It May Concern: y The glass we installed around pool area at Dick Stuart's house @ 82 Point Isabella Road, Cotuit was Y2" tempered. T a k yo GS Thomas Connors, Jr. �l � 1 � �o 07 a �F(HEfp The Town of Barnstable BARNSTABLE. = Department of Health Safety and Environmental Services 9 MASS. � i679' �0 p�EDMA+0" Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location SS Z Pam,n� _�Sa be l�c� �� Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: I 11 ii Acres ocAC 0,'+ eo A ,I Q .,If� �O Ok C Cz M a�Q- !oCk : AG '\ �cE Z A I A061 S -I_C� acc-eSS Y` W1 62 ah a,0. rv.� /� , �y� Yd3y Please call: 508-862-403$for re-inspection. Inspected by , rL Date 5)3)6y V L � °FINE Tp Town of Barnstable RegulatoryServices HA NKABLE. ' Thomas F.Geiler,Director 9 MASS. g 1 39. a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date M t AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: 1� �Q. U1, If' ls.. Estimated Cost AC) OL Address of Work: A-8-0-C44 R'O � �� T Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): - []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied DOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 0 /hCs '141. �U Z S Date Contractor Name Registration No. OR rao 0 e� 6vea LC-1 Date Owner's Name Q:forms:homeaffidav I' 'ROM Autograph FAX N0. 9732558359 Jan. 03 2003 31:59PM P1 s. ,< AVL&Company,Inc. 38 Wilbur Street Unit#3 Loweil,PAA 01851 ' & r 7e1.-(J78)459-8971 Fax -(978)937-9541 To: Mr. Fitzgeraid-wilding Commissioner From: David Orleans Fax: 508.790,6230 Pages: 3 Phone: Date: 01/03/03 Re: Phone Conversation CC: C urgent E) For Review 0 please Comment O Please Reply O Please Recycle 0 Comments: o _ w � s- C:) ya a -o w v w m I - I ROM Autograph F, X NO. 9782563858 Jan. 03 20O3 021:9DPM P2 Aq AM.L. & Company Inc. L.r. Custom Homes and Additions J (978) 459-8971 (508) 420-5600 Chelmsford, MA asterville, MA January 2,2003 Mr, Jack Fitzgerald Building Commissioner 367 Mein Street Hyannis, MA 02601 Mr, Fitrgcral.d, This Letter is to confirm Our telephone conversation of earlier today regarding the permit application sI-lbrlitted for C-ie, ins4a.11.ation of a.swii-irnhag pool, perimeter fence o1' wood construction,and also a sec!ion of fmicc constructed of glass, c 1:Ccpel'uliy, 1.1he f'(1110'Ning Outline wi!1 meet with your approval. 1 Dave: Inct site with Cape & lsla.nd Glass for the purpose cif reviewing the location of the glass ll: "" and to fUl.ly un(1crstarlcl all of the various items that need t-)be considercd in designi~ this_ w x� 1. wind load —" w rn 2,. direct lor,c! (some on,,trying to climb over) 3. maintaining minimum height requirelneitts 4. stgpin(g the wall to cctinlorm to Grade and still iaintain a pre-detcrmined bane l widtl'. Cape & lslam.'s Glass bats corntacted 1cir bl.2ss sL,pplierlmanufacitirer Grid spoken "Vi 01 the enginec;ring' department to relate aril of the various dcsi=r, considerations th,,it heed to be rcvtewed and provId(cd for_ I havc -stipulatecl to tape& islands Glass than shop dratwinbs are required fo:n7� firm :,revic�r end to verify the overall parameters i)1 the project. -'FROM Hutoqraph F�'�X '40. 9732569853 Jan. 03 2003 02:01PM P3 I am certl-Il'ifly agreeable to providillu you with a Copy k)FOle s1lop dr<twillgys "Olell i',.' is reviewed and awailable. As a side note, lselected Cape& Islands Glass to do this based ,,)n the following: I Thcv are,an existing vendor to us and are held in esteem for the quality W011k they have perforated l'or its. 2. ave previously They have experience in as they this type of work k performed similar installa.iiozls_ In my discussionswith them, they have satisf cd my questious and con,,.crns with considera"ble knowledge and expertise. In general.we will be inserting a "'C"'shap.ed channel into the retaining wall. The depth channel slot �0111 be approximzTely 4"to 6"- This depth allow,-, us Loset 1/2" thick clear, safcty tempered glass panels into it. The glass panels are locked into place by filling the voids %ith a Structitral,iion-shrinking,cci-nentitous product called 1 led porrIf x. The installation iis111111,11,to alass/rail tasserilblies used in malls and other common archs ' CE C-'!') what b c-A).con i es, niez-,titxii nes,, sta i rvvel Is and u thcr spaces are mai ni alnCi ill a fW81 pen-x- ViSlIall}' L111iMj1',1irCd arell. —0 I Undcrst.'and that this application is somewhat new and uncommon but F, s not M unicluc. I appreciate your understanding of our clients' wishes and for talking w' .h mt� earlier today regarding this,subject. CA) rn 'I'llark YOU for your c,)iic-Im and TxicLerstanding. Sincerely, J. David Orleans AVL &- Company, 1.1c. FROM JOSEPH_T—HARUEY FAX NO, : 5085435395 Jan. 14 2002 02:34Ph1 P1 PLAN REFERENCE:BARNSTABLE COUNTY REGISTRY U!--DEEDS LCC 3210E. Got 42 4C, Le?48 j � Easement 15 Wide f: O % l oy TR cr/ �� c�• i FND'7A f t / l S f r L01, L 41,81, I hereby certify that this dweLing is located on the ground as shown,and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time of construction,and that the dwelling is located in Flood Zone"C",as shown on F,I.R.M.250001 0018 D,for the Town of Barnstable,revised to 07I0.J+92. MAP: 74 SEC•' PAR,:24 LOT: 47 HSE. #82 NORMAN GROSSMAN PLS DATE ;w DWELLING LOCATION PLAN sG LOT 47, #82 POINT ISAB LLA ROAD Nea.52r79 N BARNSTABLE, MA. aticrm'�k� SCALE: V=40' Norman Grossman,PIZ, L►afro; DATE; JAN, 14,2002 10 Marsh View Road East Falmouth,Ma. PLAN NO. C-736 509-548-1920 (I ✓ l!3007U/IL61ttlJP(dG� (f lt?.1J(ZCJtu 1 70 BOARD OF BUILDING REGULATIONS•', �,o, .. License CONS7RUC}TION SUPERVISOR � 1 Number CS UT9379 t� 'Birthdate 405/1956 k $ Expires 005/2002 Tr.no: 2328T Restricted To 00 t CURTIS A FRUZZETTI . j 28 FERNDALE RD C:�•»�'�i!� HYANNIS MA 02601, 'Administrator s P �fe >?o-�sai�zoouun�c�l� a��fGfL�fJact'iily � r Board of Building Regulations and Standards ' EMO' HOME IMPROVEMENT CONTRACTOR / Registrati n: 110771 Expiration: 1-1/03/2002 j iype: DBA • i i C A FRUZZETTI CONST. CURTIS FRUZZETTI 28 FERND^.LE RU. HYANNIS, MA 026,01 AdininistraCrr _.,; AA; O�✓�'LQ40ClCRUae[�O £ . -BOARD OF BUILDING REGULATIONS j Cleanse:GONSTRUMON SUPERVISOR =:i ':fhunDsr:^"CS O43216 I Biktlabc02/27N955 i°, �''r! (i"JJ2?12001 jr.no: 13495 Restricted TH`Y i "Ro�NALD r:� 62 NEW BOST_OM DENNIS, MA 02638 Administrator TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY FOR PERMIT_ 046748 ,. PARCEL ID 074 024 GEOBASE ID 3868 ADDRESS 82 POINT ISABELLA ROAD PHONE COTUIT ZIP - is LOT 47 BLOCK LOT SIZE ABA DEVELOPMENT DISTRICT CT PERMIT TYPE 8�8O7 jYY EEIPTION CERTIFYCA %� AgSCJ NCYB CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 ptr THE CONSTRUCTION COSTS $.00 j MISC. NOT CODED ELSEWHERE '75'� + sARNSrABLE, MASS. i639. A10� ED MI�►I BUIL IfNG DIVISION BY DATE ISSUED 06/27/2002 EXPIRATION DATE TOWN OF BARNSTABLE BULDINC PERMIT PARCEL 1'D 07 4 02 4 GROPASE ID 3868 ADDRFS'S 82' 1.10INT ISABRUA ROAD COTUIT Z.[P LA)T 47 BLOCK LOT 9.1 ZE DBA i.)FV11. WNT DISTR, C� PERMIT 46748 DRSCRIPTION 4 B' 1�00M SING- PAM-DWELL ING-SEPTIC 20W346 t,2 Rmir,r rypE GUILD TITLE N EN�T REISIDENI.'I.AL, BLDC PKP CONTRACTORS: AVL CO- INC. D ARCHITECTS: epartment ®f Health, �afety and Environmental Se"!ices v�r 'LOTA.L FEEzl: $1, 139.42 BONI) $.00 CONSTRUCTAICoN COSTS $'359,_190.00 101 SINGLF FAM HOKE DETACHED PRIVATE BAMSTABM Fad BUILD 115;U DIVISION,;, BY DATE ISSURD 06/13/2000 E.XP.f4A,rf0N DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PAR'THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE.MUST BE APPROVED BY THE JURISDICTION.STFf_ET OR 4 ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE PF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPAOATE I.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE,WHERE A CERTIFICATE OF OCCLI- ELECTRICAL, PLUMBING AND M CH_ (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY IL BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTp6 INSPIqfi API'FL04 R p /�+ L �� o V' 0 ttil Lop 2 2 yrdl -Fla 0?--17 3X I HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2, BOARD kLTIA -7 2 C)F H ALT -__S 7 Q,/ <1 SITE PLAN REVIEW APPROVAL 7� WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON PHIS LVHE NSPEC701RHAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOO 13Y VARIOUS US STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOT191CA, J I TION NOTED ABOVE. TION. i i i I i i i s yy 1 ♦� t C_ J J t�rR, M _ TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map Parc Z _ Permit# ��°_ �� Health Division '�-�'"""3`f 6 � GIC3Lop�'� . Date Issued �G�-� � Conservation Di 'sio .011 Fee ., Tax Collector . .. . ` SEPTIC SYSTEM f'},US i INSTALLED IN COMPLIAN 2 Treasurer (o WITH WLE 5 • Planning Dept �� ENVIRONMENTAL CODE AND TOWN REGULATIONS Date Definitive Plan Approved by Planning Board Sri es �- ` Historic-OKH Preservation/Hyannis Lo� Project Street Address 7X�I`Q E 1ifN i Village t Owner �L. �� n n Address Telephone , ' 0'J "'3'S 6 —'8 �� . 2 21Ci� a Permit Request l OM Rbbk\, A IE �e S ,.t� t i 1 U+ n A ALS cD L L\ ✓��c�0 �^ �,,��h � �W ,� q g p Square feet: 1st floor:existinroposed 2nd floor:existing propose Total new 3u��Estimated Project Cost` "4_96 Zoning District Flood.Plain ,Groundwater Overlay Construction Type Lot Size L�n Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure a �.S Historic House: ❑Yes $No On Old King's Highway: t?Yes , o Basement Type: Full ❑Crawl s ❑Walkout ❑Other Basement Finished Area(sq.ft.) FNod& Basement Unfinished Area(sq.ft) -2 aR 0 Number of Baths: Full: existing new .3 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: JYes ❑No Fireplaces: Existing 1 5 New Existing wood/coal stove: ❑Yes JNo Detached garage:❑existing 4 new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing $l new size, Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No If yes, site plan review# Current Use. Proposed Use BUILDER INFORMATION Name S\d�� Telephone Number -b B5 " 5l 22 o� Address C �� JbS�b`��D � License# DIA 1)E:;hr1S Home Improvement Contractor# 1.06055 Worker's Compensation# ALL-:ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S&R,y`CIE SIGNATURE, l DATE _3-Za"oD F +a FOR OFFICIAL USE ONLY _ W PERMIT NO. DATE ISSUED MAP/PARCEL NO ;yr'' ADDRESS ' ' VILLAGE OWNER • �� ., ' . .r 7 ,. t., ` - - � - ` , �.. DATE OF INSPECTION: FOUNDATION FRAME •� ' ". ,� ,�,- - •,- - � . t •. ! 7 _ - ' - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL! PLUMBING: ROUGH 'FINAL. ► �, _ ' GAS: ROUGH FINALr , + •F d FINAL BUILDING DATE CLOSED OUT •` .� s � ASSOCIATION PLAN NO Y 2 , r z Building Division 367 Main Street,Hyannis MA 02601 Office: 508=862-4038 Ralph Cmssen Fax: 508-790-6230 BuiIding'Co=issior er Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner- occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: l�� c+\L— Estimated Cost Address of Work: Owner's Name: Date of Application•` I hereby certify that: Registration is not required for the following reason(s): Work excluded by law C3Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME 151PROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. . l 1 t5 Date Contractor Name Registration No. OR Date Owner's Name q:fbff s:Affidav _- •° T; 600 Washington Street Boston,Mass. 02111 Workers' Com�lensation Insurance davit name: ��•. .. location- iD city hone tt ' ❑ I am a homeowner performing all work mvsCIL — ❑ I am a sole uronrietor and have no one Sorkin to anv capacity U/iMEQ I am an employer p *din %vorkcrs* compensation for my employers working on this job. comonnv name: �rew. - address: � C�U� : :.: :::< : ,. . ... �• . ..... ,. ... ..• city: phone#: insurance cn. --M�k �hx oiicv# ❑ I am a sole proprieto general contractor, r homeowner(circle omen)and have lured the contractors listed bdotiv who haze the foIloning Nvorkers' cam pensation polices: comnanv name: ad d rats: � shone#- < insurance cm N ....... .. >.".... ....+.... ••biro#.. �`.•��. ••�,,;,,,;»..k,.... .• •.: •- camnanv name: 1L I �.. ,-..:. ...• ::.<•+•! :: i F ddress- ¢w :2 hone#-h3urlince co. ::..: aloe %ME ,%/'///,%�'��////%�.�'�/l//,%/ imposition of cltnin i tti [do ure to secure coverage as required under Section 25A of MGL I52 can lead to the im p penaes of a titre up to SI�Ot1.00 and/or years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a the of sICUO a day agaitnt me. I mtderstaad that a of this statement may be forwarded to the Olnce of Investigations of the DIA for coverage•eri�tlon. hereby terrifyunder the pains amid n of paYumy that the infamunion providedshow is tmrm.asdwffea ature Date t name ow otIlciai use only ado not write in this area to be completed by city ortowrr ofIIeEai city or town: peradwCense it rIBuilding Department [] check if Ir tediate response is required C3L[eeneing Board • ❑Selectmen's ORice contact person: phone#, Meal*Departmeat ❑Other lmisaw r,vS P1A1 Massachusetts General Laws chapter 152 section ZS requires all employers to provide workers' compensation for,W- etnpiovees.. As quoted from the "law", an employee is defined as every person in the service of another under "-.cc of hire, express or implied, oral or written. An employer is defined as an individual partnership, association, corporation or other legal entity, or any two or mc:r c: the foregoing engaged in a joint enterprise, and including the legal representatives of a,deceused eatpioyer, or the recce e- trustee of an individual, partnership, association or other legal entity, employing employees.,,However the owner of a dwelling house having not more than three apartments and who resides therein, orthe occupant ofthe dwelling house cr another who employs persons to do maintenance , ccnstructim or repair work on sach'dwelling house or on the zmttr:e, -- building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shag withhold the issuance or renew,: of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who h not produced acceptable evidence of compliance with the insurance coverage required: Additionally, neither.the commonwealth nor anv of its political subdivisions shall eater into any contract for the performance of public wont uz acceptable evidence of compliance with the insurance requirements ofthis c res hapter have been pentedto the cm=c:�_ authority. ---------------------- . . , Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Depar=c=of Industrial Accidents for confirmation of insuramce coverage. 'Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or Uc=c is being requested, not the Deparntteat of lndusaW Accidents. Should you have may questions regarding the"law"or if you are :equired to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of thr aidavit for you to fill out in the event the Office of Investigations has to cm=ct you regarding the applicemt please be sure to fill in the permirlliccuse number which wu7l be used as a reference number. The affidavits may be rc=iin d to the Department by mail or FAX unless other arrangements hays beenma& The Office of investigations would lice to thank you is advance for you epoperation and should you have any questions. please do not hesitate to give us a call. the Department's address, telephone and fax number. _ , The Commonwealth Of Massachusetts , Department of Industrial Accidents Once of Imrestfoatlnas 600 Washington street Boston;ML 02111 •••• fax#: (617) 727--7749 phone #: (617) 727-4900 exL 406, 409 or 375 +-^'/'�W"--"'x�c•-.,;;yts +. .... a.,r•ti�•--.-+i+;vs;r.T-=w�v�.,.wgrrw.fn-..,.--+r+i.w--:c'if:'F' �^l".t� � mn _ "__--.ry�.r s..>~✓Lr4�^++.iww°.'�: -,..4✓•'e--.'T' x. The Town of Barnstable BARN STABLE. Department of Health Safety and Environmental Services 1639. plFGMAy� Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen r Fax: 508-790-6230 Building Commissioner '} Inspection Correction Notice Type of Inspection -RAYne- Location 7a(Ab(AA Permit Number / b7 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: /10 4ov,i AkN rj So ree N-N Qorc A Y\40 60K \.0�9*7 Ahd a t ) ;►„ C, f2—b Irn /41A 1J V'(x /Yl 1/Sln SAp U �_ OPV� h Ali I r f1< S f�"i C I✓1 ' ed, 1� P_ l%Zf l bel c' rr4 4� e►- P't" 6 LA V 9- "Q rye Please call: 508-862-4038 for re-inspection. Inspected by--M.,' Date--? C�1 r 08, 00' 1''0 3?a R1 ZHfVKMRN ' 703 356-8184 , p �Cotill , 'crt lit t� � .,: niter aepAdm W 4 • 4300 FALMOUTH ROAD, P.'O. BOX 451 COTUIT, MA55. 02635 PHONE (508) 428-2687 F•AX (506) 428-1517 December 1, 1999 Mr:and Mrs. Alvin Zankman .1316 Titantiu Lane . Mclean,'VA 22102 Dear-Mr.and Mrs.Zw&nm,- The;water was turned off at 82 Pt. Isabella on Tuesday,November 30`h Please have the contractor call uq with the demolition date,as wt mu need to disconnect the - • service at the street the mornilig of the demolition. ; Sincerely, Sheri Lcav�-nwo Business Manager n r,k, h_..'01P qP 1.Ot 37a.,,2 P! -Cciniiiioh*6afth.EMe triiE-Cdf#pa Y,, Art- Highway'. Way 2 Wareham,klassachusottz;07671 feC ric Telephdh� (506)nl-0950. December 1, 1999 Alvin M. Zankman 1316 Titania Ln, Mclean, VA 22102 Dear Mr. Zankman, The electric service b meter at your property located at 82 Point-Isabella Rd., Cotuit were removed on November 29, 1999. This was done at your request. Very truly yours, Barbara Trocchi Customer -ServiceRep- r To PTHENICKERSONLINItcN IA2tNtNSNIt M.C.H.C.- NAME �JT�14h OR(J (.1�. �S MANIFOLD ADDRESS SALESMAN RI L(._ Rv 3G—L' TEL. JOB LOCATION Jog GoTU (T tea, Lo14o � UCti u �- �� Z© = 130 *YLP .Root- c7A-6 I D� 8 x zo. ICJ C—F't fNl Ll� z'' ` '` I L 7-1 — (,O 14 0 I �DI�L� G��t< x 4 Z . F,.ecF— 3E c.� z0 D L �L = l ,34 X 20 - z� -12 Scar ROF BEAM -�4r4(7� ATDORMER A rial Number:70 BEAMUSA 11115 1S 9/00 3:51:52 PM 0021782 PCs of 1.75" x 11.875" 1.9E Microllam® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope: 10/12 18' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:6'6" Loads(psf): 30 Live at 115%duration,20 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 195 130 0 to 18' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Parallam®PSL, PPCB 3.50" Hanger Left Face 1755/1273/3028 Detail H5 2 Parallam®PSL, PPCB 3.50" Hanger Right Face 1755/1273/3028 Detail H5 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): H5. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face HHUS410 No No N/A N/A 30-16D N/A 10-16D Right Face HHUS410 No No N/A N/A 30-16D N/A 10-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2930 2597 9081 Passed(29%) Lt. end Span 1 under Snow Roof loading Moment(ft-lb) 12758 12758 20525 Passed(62%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.457 0.871 Passed(U458) MID Span 1 under Snow Roof loading Total Defl.(in) 0.788 1.161 Passed(U265) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: STAFFORD BUILDERS. Mid-Cape Home Centers ZANKMAN JOB Bill Rubel , COTUIT MA Route 134, South Dennis, ma 02660 5083986071 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM'is a trademark of Trus Joist. Microllam and Parallam are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C:\TJBEAM\NA2ANKMAN-A.bm L ROOF BEAM B S�� (7 AT DORMER BEAMUSA 1111511/9/00 402 9PM00218 2 PCs of 1.75'.' x 11.875" 1.9E Microllam® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope: 10/12 F_ m 18' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 8' Loads(psf):30 Live at 115%duration,20 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 240 160 0 to 18' Replaces Uniform(plf) Snow(1.15) 0 60 0 to 18' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Parallam®PSL, PPCB 3.50" Hanger Left Face 2160/2083/4243 Detail H5 2 Parallam®PSL, PPCB 3.50" Hanger Right Face 2160/2083/4243 Detail H5 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): H5. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES ' OFFSET SLOPE FACE TOP MEMBER Left Face HHUS410 No No N/A N/A 30-16D N/A 10-16D Right Face HHUS410 No No N/A N/A 30-16D N/A 10-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4106 3639 9081 Passed(40%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 17877 17877 20525 Passed(87%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.562 0.871 Passed(U372) MID Span 1 under Snow Roof loading Total Defl.(in) 1.104 1.161 Passed(U189) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: STAFFORD BUILDERS Mid-Cape Home Centers ZANKMAN JOB Bill Rubel COTUIT MA Route 134, South Dennis,ma 02660 5083986071 Copyright©2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam TM is a trademark of Trus Joist. Microllam®and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C:\TJBEAM\NA\ZANKMAN-B.bm 7 ROOF BEAM C L3� (7 AT DORMER CHEEK =nal Number: BEAMUSA 1111fk- 511/9/00 3:4847PM002178 3 PCs of 1.75" x 11.875" 1.9E Microllam® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 10/12 Roof Slope: 10/12 a� ,o e - 18' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 1'4" Loads(psf): 30 Live at 115%duration,20 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 1755 1273 16' Adds to Point(lbs.) Snow(1.15) 2160 2083 5' Adds to Uniform(plf) Snow(1.15) 0 60 0 to 18' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 2111 /2862/4973 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 2524/2928/5452 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5422 4042 13622 Passed(30%) Rt.end Span 1 under Snow Roof loading Moment(ft-lb) 21850 21850 30788 Passed(71%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.640 1.150 Passed(U431) MID Span 1 under Snow Roof loading Total Defl.(in) 1.491 1.533 Passed(U185) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U240,TL:L/180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. -(Minimum cut length)_(Overall horizontal length)x1.302+9 7/8" PROJECT INFORMATION OPERATOR INFORMATION: STAFFORD BUILDERS Mid-Cape Home Centers . ZANKMAN JOB Bill Rubel COTUIT MA Route 134, South Dennis,ma 02660 5083986071 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. ' r rpwviptlre Paefa;cg for aim aadTiro-FawRyr RaideniW BniIddma Seised wdh Fong g'ndi �,a +t..,Vi<.��k e.x �. - '• �ry�. 3 x, a a .-S i �i'fl'V� �:� '' a 4A M �dC■ mumum y'.- -x. rra. s vkvn�a+,ux, 3 ,.-:He#:n- g+r 7r. t• s ."'.'F"'^'.� .ri,. _ ,� ;�. ::.`'}r .3"b.,.: { b`A4P3'gg��}. .ri `��f@"F 'd�,•ir bvi ' Y '+3 Y,' - '� gar .tr.. ��r�,A�/+/�� - 1C '' �vyy a�r =� "�370I'to 6500 Hestia;D—w D Q a IZ•l. , r.0.40 38 13; „19 i0 6 . . Normal R a ' 12Y. 30 19 14 IO 6: Normal 3 .> '12'l. 030 3E 13 19 10 6 iS AFUE T; lsys 036 3E 13 25 WA WA Normal U;> 1S•/. 0.46 38 19 19 10 6 Normal V ", is% 0.44 1 33 13 25 WA N/A 1 fS AFUE W.` 15% :: OM 30 19 19 10 6 IS AFUE X. IS% 032 39 13 23 N/A WA Normal IS% v^, Q42 33 19 23 N/A N/A Normal Z IS'/. 0.42 3E 13 .19 10 6 90 AFUE AA IE% an 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: CDC' Li 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:. 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#Z): 1 a 2 '.. S. SELECT PACKAGE(Q—AA-see chart above): t NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. ' BUILDING INSPECTOR>APPROV AL: ,k y r -YES.` NO: J q-forms-f980303a ,f ° I patsaiP&C PackiSa;es for Oae and Tw�aoul�► B�lap Iiiii"wM Foae�l Fnds i>'Y-',:t '..#. a- .i ~ jz- r -.e .i'# r �.t t. :.:0MAICIDIUM n�s �bt ,!t?�i. sr Pam- '' o ,.: ,�*�-R �7 7S. 'n' ITW�ilIlY�►. _.. ct� t '� s. /�4' w;+,�,'. .v Y2:Ra l7.F�c�-v _.s +»ri;.r +e• ..r a -.,+ /�w�h \.i3ijpg R! p �}�"!<iW� M•a1�Ca�*" t` o Q�_�;� � y sr �-a" /{rQQ�l� t9' 31= ' 1; 1 /"d'. �.j`°fD+.-�-+x`r"'t-i-}� "��)rsi's'a.j Sr. '`"�- :�e �' _ ;s -`a �'x�`.:.-H. �'q� •'" if."§s: k�- 4�: y�y'• , :tli Y.J�� F',}- — ��1'A' Jura{ 1- 'V�'Il �'R�W!{{C `': y-. YVti6VY i .3�YOYr.s L x!- T°`s as-% -"+'k. r *m t. -E ...-r .^..szz42 +f.*.."'+:" r - °»:,;^?. ..F°vwC^' ._.:' `": .s '.z� •#., :"" $901 to 6500 glekia;pe8ese Days''. - Q f '12•l. 0.40 38 13 Y'19 V 11, 10 ,6 Narmad 30 19 19 10 .6. . ., Noemal 0.50..., 38 13 1 19 10.:":: 6 iS AFi1E T IS' 0.36 38 13 25 N/A ; ; N/A Nomad P/b 0 46 .. 38 19 19 10 6 Nommad y 15% 0.44 33 13 2S NIA':. . WA as AFVE { w: -1. 0s2 30 19 19 10 6 iS AFUE 032 fi 39 13 23 WA WA Nor<ual Y.: 18%.. ,142 1 35 19 23 WA WA Novi Z `"18% .0.42 31 13 19 10 6 90AFUE AA 1a'/. O:SO 30 19 19 10 6 90AFUE y 1. ADDRESS OF PROPERTY: A-U 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �ZJ� 3. SQUARE FOOTAGE OF ALL GLAZING: ' o. 1` - 4. %GLAZING AREA(#3 DIVIDED BY#2). 1 �' S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS, ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: y YES: n, NO: Y 1 , q-fomu-080303a _.` EST/MATED PROJECT COST WORKSHEET Value LIVINGS CE (high end construction) 3®/ square feet X$115/sq. foot= Yelj5� cf 4ey (above average construction) square feet,X $96/sq. foot= (average construction) square feet X $57/sq. foot= . GARAGE (UNFINISHED) Q-square feet X $25/sq. foot= 1 PORCH square feet X $20/sq. foot= DECK square feet X $15/sq. foot OTHER square feet X $??/sq. foot= y- Total Estimated Project Cost For Office Use Only inglusionary Affordable Housing Fee Residential 0. Commercial" Property Owner's Name Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ 7— e' IAHFORM 1/3/00 SPECIFICATIONS FOR AL AND TERRY ZAN1411 AN 82 POINT ISABI LLA ROAD COTUIT MA.02635 . 7� '&.,o-42�r`£�-: 'x�C. 4 y � y.�.�::�.,•. v:} ..5�4 �X. r+��,� h. '� ° ut rr( . :..: - �,�,a... };,>,r.... L) CLEARING AND EXCAVATION a;) clearing:site will be done in the immediate house.area only with removing,stamps.and trees as. needed, b) trees and natural growth to be protected whenever:possible c) baling of hay as needed d) loam to be stockpiled for finish grading, e) relocate scrubs to new location for privacy Landscaping plan-will be Mowed- owner to review and approve plan- 2:) FOUNDATION - a) walls-8"poured concroW.3000 p,s.i.. b) height 7'8" c) footings 1'x2'poured concrete 2500p.si,with reinforcing„steel d) support columns osleuaml wnsi-ste el an crete filldprplayo x 2 1pe thressure treated 2x6's g) NO BULKHEAD 3.r) CBBINEY A). material-brick B) flue lining-clay C) gas insert.unit D) lead flashing E). brick above roof line.... F) black metal cap G) .Mantel- slate-marble or brick by OWNER 4.) EXTERIOR WALLS - a} wood frame-2x 's W-'_and osb boar c} shingles—white cedar wood-grade"A" d)- -coated- Nails-to be used- e) double bead�of challeng underbottom=plate-and=at--cor m- fj -Tyvek house wrap- 5 . FLOORt-FRAMING- - a)• joists.I"floor. 2x1.2's spaced.l6'0n.ceder/2n4 floor Ioc its to be Eng.,Sent floor system:. b} bridging�be meal G) concrete slab-3 '/V thick with fiber n*sh-construction joints will be placed every 10' { Breezeway} d) Garage floor- 4"thick with fiber mesh sloped W,in la'to front of garage e) all fill to be compacted 6:), SUB-FLOORING a) material- 3/"tongue and groove osb board -to be glued and screwed b) attic floor-%"tongue and groove osb board to be glued and screwed c) under flooring,for tile-1/a"ILL plywood _ d) under flooring.for carpet 1/2"UL plywood e) backer board behind tile area's 7,) PARTITION FRAMING K a)" 2x4`s all interior walls spaced 16"on center b) 2x6 on all wet walls(plumbing inside), c) insulate between baths and bedrooms 8:) ROOF FRAMING a) 2x12's-2x10's and 2x8's as needed per p p Alan spaced 16"on center 9.) ROOFING a) sheathing.will be'/;'plywood h b) shingles will be weatherweod c n) 6 nails per shingle (this is storm nailing) , d) water and ice shield 3'up from eves and in valley's e) 151b.Roofing.felt on remaining.,areas 10:)GUTTERS AND DOWNSPOUTS a) white seamless b) draining into drywalls on site , c). supports every.4' d) returns on trims I L),INTERIOR WALLS a) 1/2"blueboard b). skim coat plaster c) smooth finish on all d) the as per plan e) wainscote%hair rail in dining.room 12:),INTERIOR DOORS AND TRIMS t a) 6 panel raised wood grain doors with hardwar® b) locks as per plan c) bell type hardware d) lx8 base with trim L - e), 3 /a"col:Casing,on all doors and windows f) crown molding_as in stated rooms 13:).WINDOWS a) Andersen b) white vinyl clad c) with screens-full screen d) with dividers e) sized per plan fj basement units-four with screens g) trimed out with lx4 pre-primed stock . F h) tilt in 14:)ENTRANCES AND EXTERIOR DETAIL k, a), main door- 2-8 x 6-8 with side lines per play b) others doors-sized per plan-steel insulated with a 9 lite(half glass); c).. frenchwood units as per plan d) exterior color-white e) all doors to have wood screen door EXCEPT garage door. f) garage doors to be raised panel with glass at the top g) both toh have openers . . 15.j STAIRS a) cellar stairs to be pine b) main stairway oak treads with pine risers ` c), built per layout 16:)PLUMBING SPECIAL NOTES " a). PVC drain lines b) copper water lines „ c) sill;cocks-two one in front on house/one in rear xs , d) 75Sg tl. Gas hot water heater e) dehumidifier line f) gas tine for grill g) shut off values 17:)BEATING a) forced hot air system, b) a/c c) two zones d). gas 4 18:)LANDSCAPING ^ We Have a budget of$25,•000:00 for this work It must include the following'with the remining,to be a work in progress - w a) irrigation system b) circle driveway c) pea stone or equal i d) planting's e) lawn Ll slate patio 19.) ©THE t : _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0714 Parcel 2LI 0 Permit'# Health Division Date Issued a Conservation Division. Fee Y� Tax Collector SEPTIC SYSTEM MUST BE Treasurer INSTALLED INCOMPLIANCE WMTM 5 Planning Dept. o ENVIROMMEWAL CODE AND Date Defini 've an proved by tanning Board TOWN REGULATIONS` Historic-OK Preservation/Hyannis "�c-v r!d Project Street Address Village C A NAP� Owner ZP'X r,', `+' Address -41�N`faA L - Telephone Permit Request lib - LtM " \ �1 Square feet: 1st floor: existingo proposed 23 2nd floor:existing�� proposed _ Total new Estimated Project Costs b Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size 4 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: TLFull ❑Crawl ' ❑Walkout ❑Other `8 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Zu Number of Baths: Full: existing new Half:.existing 'nf 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: N Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4No Detached garage:❑existing new sizzL Pool:❑existing ❑new size Barn:Clexisting ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use Ile ILDE FORMATION Name R Telephone Number 2- Address V V\ o. License# ® � h Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO GMV)IU 11 5 SIGNATURE; DATE-b4Z '_ 15 02 FOR OFFICIAL USE ONLY PERMIT NO.71 '• DATE ISSUED MAP/,PARCEL NO. { ADDRESS,: VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION d p� ` FRAME INSULATION ` FIREPLACE ELECTRICAL: ROUGH ' XFINAL PLUMBING: ROUGH 'FINAL -^ GAS: ROUGHS a FINAL r FINAL BUILDING ,. ..� . C� tc DATE CLOSED OUT ASSOCIATION PLAN NO.' 0.., ' M oFTHE ram, Town of Barnstable r * Regulatory Services * * * BARNSrABLE, y KAss. � Thomas F.Geiler,Director Qjo i639. ♦0 rED MA'S A Building Division Peter F.DiMatteo, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY AV L , Construction Supervisor License # C S ��3�q hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# L4 6-?q 9 , issued to (property address) PO l ru '1 rv6'e- -t-P, Sk on 1 , 2001. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) / D �Z vp LICENSE HOL ATE lam o' ` gdorms/newcontrb rev:122801 The Commonwealth of Massachusetts Department of Industrial Accidents ,o oxce of/oresmoodeos . _ 600 Washington Street Boston,Mass. 02111 Workers cum ensation Insurance Affidavit name: ��.. £� l 0 1 k2L {{�� location: Pip 1 ti T e�af,tL�, t"`D phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole pmpfietor and have no one worldn m* capacity %%0:::W OM:5: �%/G�%////%%/%%�%�/�%%/ I am an employer providing workers' compensation for my employees working on this job. X . y}a�,,�:�,,`` coaaQvn `«}:iiii:.i::+.._ii: };i:;:; ;:;;:;iiiii:?iii:^:.i}ii?iiiii:::4iiiii??:isii::i::i:::i::!;:i:;i:;:+::Gii::4i:::::^iiiiii:J::^:.::.i::::.:::::::::ii:iii::::!::ii::ii::tii4ii: i:::::::.::::::i?:::i:':::::i::::::::....:::::i::::.i:::::.i ::ii:':':•i:.:::::::::i:••::.••:�:{.: ..::.:::•::..........iiiiiii:ii:i:::••:i::::::iris::::::?:i::::i:::::ii::::ii::i:;i::::::::•i:::�::i::::•:::i:i::i::iii:i:::i:::i:!:•i:i:=::::::i�-.:"n::•::.::: i:::..... ................. .. ............... .. ......:•::•:.................::•. Cl 4 nsurance�a:: .<.: . $ :. .. :. ....: .........::. .... .... ........:..:::... ahcv.#,. . i . ..... ❑ I am a sole proprietor;general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: tt)inA anv n ame ASS ':` ......................................: ' ' ' : :: :: `.�.;'; ':':;':: �r: :=:::�::<��`;: ::t ?<- >:': �? ? ;:2::::��: �':'+.�:' ;�:} Y�::�<':: ?:: :?�::�:: �: .... .::£� addle ::.......::::::::....................................... ...............................::...................:.... .......... ::::::.,........ ;..;.:::::Iron #y ............................. tifion ;'.:j}::::jj:':::�'::j;:;:;:i;:F..}.:.:i';:'.;?:�:;:•::jii�::�.�:'�''?Sv:{�:<${:;:!;::i.::�"��`.. �a�aranrt; Failure to secure coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of a fine up to.S1;500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cerd fthhe pains and penalties g,ppperjury)that the information provided above is ow.an70'a ect: Signature /V f L Date S Print name A . . ,4 i)IZ I S Z 7 A v � A��"i Phone# T)� q'S� 0f 7 official use only do not write in this area to be completed by city or town official city or town• permit/license# Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office _ ❑Health Department contact person: phone#; ❑fie'_ (revised 9195 PJ� I_ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers'compensation for their employees. As quoted from"the "law.", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on,such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or,permit to operate.a,business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.- Additionally,'neitherthe commonwealth nor any ofits political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. .. Applicants , Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.• The affidavit should be returned to the city or town that the application for the permit or license is being'requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers.' compensation policy,please call the Department at the number listed,below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding,the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returne3 in the Department by mail or FAX unless other arrangements have been made _..v_:__, ....."...:_..._...._..._ ._.....a...::._. _.. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions• please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Invesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 f FRC:M f 70:11, HID. Aug. 2P :2001 3:':a9PM P3 WhM.�^'1 R'1'i��C1�� OF LIA131�fTY eN-SuMNC lfj 08 MCI R OKOLY L UM CrRS NO Jllt400 u BNC�Fg WND OR KOLD3R.Ti{10 C�RTIPICaTV D0�8 q07 AirO ic�rkoPiss G igajasiazs xyrusAtoco �LrEpTH61CWBi�►GHAFPORMByT"5POW ! S%L'OW. ?_Co m=ova 9twoot �— COwAfMIA6Ap'p YKa CAV ME®w_ — WorooffiCex bK 01605 �C:ira►ANY A AiaOaiatAd I�f,tx I'm a �� arc kOr7.1.11 c-r�p r,aN�SQB= .: -w "'_"�..�-r-.. .. co~ —_ CMWPAW A,VI. I"Aa I=. im", 98 iriiti..� stamot 14 D - :Ovotl t4& OlIN% CC�►� �se�o+e�o mn��u+�w►wto Arae�r�,�i ra�e�' TKst!tQatRmyTmrTWmap orwAvRA�4f�flfi.Mx MnT1n1RA ��M@CMTW8 {gplrw7lD,ran��YA�s6uNf ReaulRLi,ix'.�0 Ol,oM! ,a '*toAu.�9�0. evirnf,CAU WAY fiCli JPOA6AYP AYC�Afl�60�'T�4POMRis ��y�p�µpapppRYoyiaFakMPOtJOR�'�"WMtllAriWYioblNNi3jXWivo,1®aA_WL _T.r�•^^- PQWyY4F4�+ ppppU�lfQb11 tJArf19 i t CYNuNtRUR i eATEQ1a1�01�2 AsT61 TA'aCFllliilAAYOi t ORVIMA&MtS AYES I i pA61JAmLmf I AtfWfiIC?L•o ppw AGO i ICeWMOrNRI.riW®1K /t�lAt,3ApY�iDW�Y i "�,.. GLAaiYH/dlf�OOG�R � SAW00btP1d� f gMMMGOUWtPAVMnVW: R11imAgA�daepaf�M i C0alelra eN6L6 UW< <i a,tT�.�aatt�JA11;jTT MANAMAMS AI.LOIMIEDAY'f�1 � 1 �i e,oaDAVcs s 4 aia�►Tr 'i A9i1D Ore.Y•RA AAO own GAiA41.UAMLM o fm um Awm ONLY, AV W6 � j gAW AG09WR i r— i teVifi 6NY1 Jn .......... - _ UMWAA MO a�MItYHAN1f�lI�Pe11M-�-s�- ,r X Tr1a1pi9 IL&TO ASOMW i i 100_Q_ T1rS� woi p,)PC ?G06Z99di2Coi 02/C9/OI Os/99/07 ,�01 POHe�udar f 50000 ap .��rsAY! i 100000 esieeas ANt-' o ti a .143 '� peliel* forme, eottaatloe+li arm ascltaai�aa GAtiCE2.tAYOU 8i4RlP6L`.E' u+n,An Arwes TA6aaevi rcees,rA�ecc.,r+�s at eAt K a er o r c�as i� Up"TQ,OATiTSAYMNiF.r4pr7Ae4s IPAe►r-yn:.T 'z'�.t�xAd W* Vol"TCriEc6tRraahtgRCtA 9sA9Ea�nS4'AR, f:owa ®g sarrotf�b3.c woN WXVg�rdpftj iA WMAIAKO�uasa" ittui 1 dir�O .�,e a.AN+►wao i a�+ C. BWzwetab•!a >tA 02610 A1d" IA A a 7Cosisoriaz� /� } P 70Tq. P.01 r �pc THE Tpw d(/U•O GGGG/Ti COd�L�Ir�i�/i��2 P ti HAR, ABLE, 11AtiS. A va m 230 South Street 39.pATEDMA'S Hyannis,M,ist usetts-02601 z_- - July 26 , 1995 Ms. Terry Ann Zankman 1316 Titania Lane McLean, VA 22120 Dear Ms . Zankman, The Barnstable Historical Commission has determined that the building located on Assessor' s Map 74 , Lot 24 , 82�Point Isabella ad_�Cotuit;MA is a "preferably-preserved significant building" under the criteria set forth in Section 2 (E ) & (F) of the Town' s Protection of Historic Properties Ordinance. You will be notified under separate cover of the time and place of the public hearing. Sincerely yours , Patricia J. Anderson Historic Preservation Repartment cc: Town Clerk Building Commissioner BUILDING DEpT CE QUV 2 6 (1995 � � U 1 oF1ME Town of Barnstable ti y Regulatory Services 9� BLE'�` Thomas F.Geiler,Director i01Ep �639. A�e Building Division Peter F.DiMatteo, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY AVL , Construction Supervisor License # CS EMS hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# �� 2s , issued to (p`roperty address) PO kr J 1 t On l j 72001. The following documents are attached: copy of my Massachusetts.State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOL ATE gdorms/newcontrb Er- it/03/ rev:122801 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma _ -7 Lt Parcel WL4-p � �f a Permit# 1�?d �r�,*"L 1 / _ L. L0 Z Health Division l uL�-I � Date Issued 1p Conservation Division � 3 Application Fee 7��_ v � -Tax Collector 0 `"—' �— Permit Fee 15�� V � Treasurer ' SEPTIC SYSTEM MUST EE INSTALLED IN COMPLIANC Planning Dept. VWTH TITLE 5 E Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ARID TOVVII REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address :5cl� Pot rV T1 013 Village 00'r y% T Owner kvL, Address "51 1 LA Telephone ?Se; 41 Sct 9R-7 1 Permit Request f 4ywix A-PIPdox l m22m�i� 10 ot2 SQ✓ 2 fir. L1 Square feet: 1st floor: existing 01L proposed fWO 2ndfloor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation t k Construction Type Lot Size q 6 L Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes V No On Old King's Highway: ❑Yes �WNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) I W a 4 Basement Unfinished Area(sq.ft) Y,00 Number of Baths: Full: existing f , new ' Half:existing new Number of Bedrooms: existing `1 new . -P/� Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: 4 Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑.No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name #�, Telephone Number7� Address (AJ t LbUVZ License# 01! 37`Y LU o t;-s I Home Improvement Contractor# Worker's Compensation# / fi✓C 700(1/o o/ .2cJ01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a e1Jm6X_r— AIMP01_69 SIGNATURE . �"✓`v� DATE ��- FOR OFFICIAL USE ONLY M } PERMIT NO. ' DATE ISSUED MAP/-PARCEL NO. ADDRESS % �VILl:AGE- - p / ,J vrr t/ ` OWNER DATE OF INSPECTION: i FOUNDATION h FRAME INSULATION ✓v FIREPLACE ELECTRICAL: ROUGH"t FINAL:-- PLUMBING: ROUGH"= FINAL-- �.1 GAS: ROUG4.1 t i - FINAL FINAL BUILDING • �'' t= `` I gf3 `. DATE CLOSED OUT " / J ASSOCIATION PLAN NO. i ' I The Commonwealth of Massachusetts _ L Department Industrial Accidents De art of - P Ilayesti ations . — Olflce o g ' ,V 600 Washington Street Boston,Mass. 02111 - Workers' Com ensation Insurance Affidavit name: M V L— T-- ('19 IV� location: (201VQ-r � � �- city 60<2NS—CvxI3 L�� (el i!J i T phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one workii in an ca acity %/O%%/%%%%%/% %P%%///G%%%/%%/��//%%%%%//%////%//////%/G/%%%%%%/////%%/%%%%/%%%%%%%��/%/////%%%%%%/%��%�%%%/%%��/%////%%%%%�/ ❑ I am an employer providing workers' compensation for my employees working on this job. X. A-MbanamX. :. .... .:. >` acldX. res$.... .. ' �Clt6* -� <;•:.••::::<;;;:;;;::•.;;;;+:'[;;i.`:.:: t'SCi`i :..:. .►! .�w.................. ...... .:.. i;.:; >;:;i;t:; .;'i:<:>. ;•t X. instlraate;to:< . 1. .:.:.:.;. •:.............: oLc .#... _..... ' / ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: X. :snnany name ......................:........ Xx ... :. adi#i' Xe :is:`:f•;:Y�:::•::.:;;:<;;y:?`ii::i::i: }:liltvf::iii::ii:::ii:ii:viii}ii:^}i:i:i:::i:2:ii:::'::::i i.+:{;:iiiiii}iii::.:.i::i::.isn:.iii.:.i:;.i:;:i::::........ ; i; i:;:?•:;' •?� %?: i:;: i:`.+:?;j;:;�y.}�;;i,`$;:};;:;:y::: :`iii?i:......i....iii:iLiJi::::::::::.:'ri:`ir:::::iS:::i:i:is::::+:::iii.:i!iiii::;iiii..i.iiii::::.::::'i:i:i:;:j::i :.i::`:`........... ........... hX. a�rir ,r .. •'21'aI1IC' ': ? 2' y`;' <? ' ' ' ?''?e ?`:` ;;>2'; ;>?t ; `[ "L^ '': '. ;i <; <' ': ?� ` z: :::; ::2:::::s:: ::?;{{:<:� ::...2::%: ; . :.tolnman� a ha ?'e>»' insn ��. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi nder the pains and penalties of erl'ury that the information provided above is truo • d co red Signature ! V L Date Print name iJ e T I S /� r-R`/ZZF%7i Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department OLicensing Board ❑checkif immediate response is required ❑Selectmen's Office 0Health Department contact person: phone#; ❑Other (devised 9195 PJA) L Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . , dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issu ance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain"a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please - y . . be sure to fill in the permidlicense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce 01 Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 i., I'I BLaNre�e►=pn-Bsb.ep eg aR ODN pSTRUUILTDIONG S/� UAT IO N SCtPUERV;SOR1.9_ 379 fix` 3f��s�5s Tr. j URTfS q FRU � no: 18512 �F_., ,., HYgNRNDgL,E NIS, MA 026p�1 -1 q'dministrato+ RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 416 f square feet x$96/sq.foot= V 1� x.0031= (3 plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit; square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcosc �oV j -r YV1f0 Pr pN �/ otd s a SM®IK DETECTORS O, BARNSTABLE BUILDING DEPT. C. v� T w DATE(MMInnrYYl AcoRv CERTIFICATE�;OF LIABILITY I_NSU_ R_ _A_ NCB :OP10 J1 _- -, - RFGo 1 03/20/02 i aonucER '� 'l 11QS CERTIFICATE IS ISSUED AS A MA1Tf It OF INI'OtTMAiION ONL.Y AND cONfERS NO RIGHTS UPON* lr CE11 IIFICATF Etyalh Bros'. Insurance 1,Y": �� HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 191 Pawtucket Blvd �\ ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lowell Mh- 01854 S ,`?� N,\\; hone: 978-454-2926 Fax: INSURER AFFORDING COVER Iu9�URED - ,.- nJSURrRA Merchants Insurance Co. gg yy .� INSURER B 14egr3 Taylord a lNsunEnc - R Chelmsford MA 01824 INSURER D I ; INSURER E COVERAGES 111E POLICIES OF INSURANCE LISTED PELOW IIAVE BEEN ISSUED 10 111E INSURVP NA:II D AlOVE FOR Inr POT tCY VF lOO INDICATED.NOTWIINSTP•;I)RR: ANY REOUTREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTIIER DOCI'TAT Mi(yi It I M SPrCT In W111C11111M r'FRTIr ICATE MAY BE I SI IFO nti MAY PERTAIN.TIIE INSURANCE Arrormri)nY itir POLICIES DrSCRIRED iWIZUIN e';141 ri r'.r Ir1 All it it:TERM rx!.r.l)SIGNS AND CONDITIONS 01 frrr V 1'01.ICIES.AGGREGAIE LIMITS SIIOWN MAY IIAVF DEFN REDUCED BY.PAID CI.N1.15 114e(tl _-...-. IOLICvtF(`LCIIVE PiSiIc�EXFIR6N� TYPE Or INSURANCE II POLICY NUMBER LIMITS LtR t DAIS r.1h110DrYY) DATE MMIOD/YY. _ GENERAL LIABILITY I I EACiIOCCl1PR1N':1: !• SQQQQQ IL X COMMERCIAL GENERAL LIARIT:ITY I CCP6005900 03/20/02 03/20/03 FIRE DAMAGE/n.,y (im) , T 1,00000 lCLAIMS MADE I X.,rICCIIR I ' IVIED EXP(Any 9r o r on) $ rj 00.0 ._ .. PERSONAL R ARV n1.IURY t 500000 iGFNr:nnLnGGr?rrAir s 1000000 GEN'L AGORr:GA1F LIMII APPLIES PER I PRODUCT •t'r1PAl4r r A ,S ) GC f 1000000 POLICY JECI I )LOU AUTOMOBILE LIABILITY . -- —_-- I P,OPABIIJf:D SR7•;r t - F.R Rccldnnl ANY AUTO I 1 1 ! A1.1.OWNrD AUTOS I - ... . .. (10UILY IN.IIIfFr I T SCIIFDULrF)AUTOS I (r er person) NIREDADTOS - ! BODILY IN.IURY NON-OWNEO AUTOS i ' (Per Rrxidenl) PROPER I Y DAIAAril I - (Per Rccidenl) T GARAGE LIABILITY I AUTO ONLY-EA ACCIDENT I S ANY AUTO I I EA ACC S OI I IER 1I IAN .- .. ... AT IT()ONI.Y M'G l S EXCESS LIABILITY FACT IOCCURRENCE S OCCUR ( I CLAIMS MADE AGGREGAI F S ar-DUCTIBLE S RETENJION S I S WORKERS.COMPENSATION.AND TORYLIMITS1 ER EMPLOYERS'LIABILITY I _ F.L.F.ACH ACCIDENT ' S E 1, DISEASE EA EMPLOYE£ S E L DISEASE A.ICY L IIAI I �b OTHER t DESCRIPTION OF OPERATIONSrLOCATIOIJSNFIiICLES/EXCLUSIONS ADDED RV FNDt)iJSPq •J t•it'I'CIAL 1'POVISION S CERTIFICATE HOLDER N iADDItiONALINSUnED:INSUPERLEIIER: CANCELLATION ENVT ROT 5110111.1)ANY OF TIIE AROVE DESCRIBED POLICIES Br CANCELLED BEFORE TIIE EXPIRATION DA rF.111rtiror.TIiF ISSUING INSURER WILL ENDEAVOR til MAII 10 DAYS WRITTEN r r711•'T'f11 T11r CT I.1�I1('pp I p Ii PIED TO llr L"f nOT)f•II vrrgTC SO'Sr�ll.: ENVIRONMENTAL POOLS ` 111�r{� 1 �(]NF) f+r r (1/[ r•rJ� Ile t' JMr ISf o4t)r:DI 1;•�I DN(711!.IA .IT �•1YKI17I7(tiit ri I'r•MjIi-rs�ih Try �Rv7R 184R- RIVERNtck lzmD CHELMSFORD MA 01.824' TrlilF>tln�t�r — . Iil AIIVE ... t,- l ♦ . . -(► -11n T'I�� _.. ._:.�.r '' 6GdLC�c. f -ti I 10N 1988 ACORD 25-S(7I97) -- - `--- _— t % �,�•': .1 �3151'(31tT Date:9120i02 02:43 PM Senders Fax ID:9789880038 Pape 2 of 2 AGE CERTIFICATE OF LIABILITY INSURANCE OP16 a °""`MKOONYJ PapoBNVIR 4. 09 20 02 B.raetR THIS CERTIFICATE It ISSUED AS A MATTER OVINFORMATION SraeS:ood Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE c/o 'C.J.1deCarthy Ins.Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 229 Andover Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wilmington MA 01887 Phone: 978-657-5100 Fax: 978-65B-9185 INSURERS AFFORDING COVERAGE IN{uRw INGVQEaA Hartford Insurance _ WSl47Ea8 Occupational Health Underwrite Environmental Pools, IAO. wsuReac 184R Riverneck Road INSJREv0 Chelmsford EA 01824-4000 S+SUDIEa E COVERAGES THE POLICIES OF INSURMJCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NMAEO 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 POUC'ES.AOOItEOATE LIMITS SHOVBJ MAY HAVE BEEN REDUCED CY PAID CLAIIAS IHIP LTR TYPI OP INSURANc! PCUCY PAfi'ISIR OATS Y N/OEOPIY POLICY EX►vION LIMITS D114—LUSILITV - EACHO-CLPREN:E t 1;000,000 A �Z OSUUNQS9238/02 03/28/02. 03/28/03 300,000 MeD E%P(AITI'Cle DOW-1 t 10,000 i— PURSONAIL&A).B•JL191 S 1,000,000 t,2 000,000 •SG=c?crc_u,r ApP_CS I`— Ps... ;rOD.l s-czwooa.GG % 2.000.000' a�I{ E r �L. IAL.TOMOOLI 041110ty 1 AN,u:. I CCwB.EO SNGLE UNT t . (EA Bc:?d" . 'Zo uJTCS - BOCILrP.ULSIV t BC•DLY 110,F'. { Ii�I: n1ED 4L T:c (ov xc 04"1 PFOP_RTVGKL.GE . (Per accart) t ctR►cI_lunrc• _. AUTO O'iIV-EL ACCOEK'T t I AN. (j'„ i 4 _ I OTh:P TNAN - AUTO OILY tiD t �— GACN O:""C C-CCL'- AGGiEGAT? t t PETE+TICh t t WOAhVU COMPENSATION AND - TORVLIrt, T4 B ENP�DYERY LIASILITTep / . C93396468/02 05/14/02 05/14/03 EL.eAC4ACZOerrT t 500000. EL DCEAW.EA EMFL'DYEE t 500000 _ EL 06ELgE•POLIC♦Lwrt t 500000 1 Of CC,�TIDV q OP SRI11CnI10:1TIOr1 Ll:{VCLStRTC LVFION{ADJSL`{Y L�L�Oit:vG7+1':t PSt UI�P r,CV�NONt CERTIFICATE HOLDER N SDOITIDVaLINSURAU INr..ACR(_T {a L4NC!i.LATIGN 11011UPA12 I SHOULD H41 0/THS ASylS DESCM0110 POUCRI 8E CANC&%&C I4PC;AI I'MI/E%PIMTION 1 9ATI I"I44MNOP,THS ISMANA INSURSRWiLI INDSAVDR TO MNL 10. DAYS WWTTSN I.0 TICF TO TM cKRTIP10ATi MOLD/R NAM{D TO TBISLIPT.IL7'.j i.,v TO CO 40 tMµl IYI0{(1+0 01FU01T:0N OR IIASILITV OP IIJY BOND UPON THE fWWRS,.III A04NTI ON " :REPRGSSNTATItl.Ei. .. Ai;THORIMD R $ );TATIVE ACORD 25S(7197) ___�.�_ 6 ORD CO ORATION 1986 L ' (revised 9/95 PJA) r: _ 1nf6rination and }Inst#yruetions :t.' ats Massachusetts General Laws chapter 152 sectionr25•requires all employers to provide workers' compensation for their employees.•As quoted from the"law", an"employeeis defined as every person in the service of another under any contract of hire,express or implied,oral or-written"'. : An employer is defined as an-individual,partnership;association,corporation onother legal entity,or any two or more of -the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on-the grounds or building appurtenant thereto shall not because of such employment be deemed to be an,employer. MGL chapter 152 section 25 also states that every state or local licensing,ag"cy.shall withhold;the issuance or, renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who.has not produced acceptable evidence of compliance-ivAh the. nsttr'al ce.coyerage"required. Additionally,neither.the commonwealth nor any of its political subdivisions shall enter into,any cQptract.forthe, performance of public work until acceptable evidence of compliance with"the insurance.requirements ofthirs chapter have been presented to-the contracting;authority. Applicants Please_fill"in rthe,workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the.Department of-Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you"have any questions regarding the"law"or if you are re4uired to obtain a workers' compensation policy,please call the Department at the number listed below. City or-Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. ,The.affidavits may be returned to the Department by.maii or FAX unless other arrangements have been'made. t The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's�address„telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Offimof Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617)7274749 phone#: (617) 7274900.ext. 406 The Commonwealth of Massachusetts _ - � � �,Depurtmentyof Industrial Accidents office offnyeSM21fons 600 Washington Street ; Boston,Mass. ,02111 . .. ". ..�. , Workers'.Compensation Insurance Affidavit PU ican: � anm xle t name: location: city phone# I ard.a homeowner performing all work myself. Q' I ain a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. co am :nam M�M` toy �onez � nsuranc :cow' MR. 0 - - I^am aaole ro rietor,`general-contractor or homeowner circle one and have hired the contractors listed,below who # � .�. yP P. .- w .... � � > the following workers' compensation polices:WMA F s �� 4; MMIN x yf-�l-". 00 �MN c� otrex sucanc a AM h, IN X-Nifflill:1�1gii Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties,of-a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under th 'ns d pen pe ry that th or ion provided above is true and correct w... Signature Date' N Print name <f. NCR �/ �1/�ieL�/( Ph6ne# �g�$6 official use only do not write in this area to be completed by city or town official city or town: 7. permit/license# (-1Buildiag Department ❑Licensing Board Check if immediate response is required ❑Selectmen's Office e C]Heaith Department contact person: phone#; nOther �,\ ., �/fZ�; -lJC1�I�?/I72.4'JZt'lJ(�<.Z��?� O�. �.�"6�t��(.?i.1:1(,l�CilZ�CGl1��:t/,1• - ��k Board of Building Regulations and Standards One Ashburton Place - Room 1301 13oston. Massachusetts 02108 Home 'Ii-nProvement Contractor Registration Reqistration: 107083 a Type: Private Corporation " Expiration: 7/29/2004 ENVIRONMENTAL POOLS INC. Andrew Everleigh 184R Riverneck Road Chelmsford, MA 01824 - �. Update Address and return card. Mark reason for change. Address I I Renewal ! Employment i.Lost Card V. i;4�! Board of Building Regulations and Standards License or registration valid for individul use onI ` ( HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 107083 One Ashburton Place Rm 1301 Expiration: 7l29l2004 Boston,Ma.02108 Type: Private Corporation c , ENVIRONMENTAL POOLS INC. Andrew Everleigh 184R Riverneck Road _ Chelmsford. MA 01824 AdminictrpMr Not valid.without Si[mature _ --- Qp6�. Maser gq4 EeMr Nya��s�1��30 62°5 z ��`50 5p�119 - �- s — r U G s a S@ -- ------- ------- ----------- --.----' -- -------------- .. --- ---'—---- — —-- ---—— — ----------- V SMOKE DETECTORS O.K. H AR TABLE BUILDING DEPT. 77Ll o. . — ------- — ------ ----- --- -------- — -------------- o mxm tj ., o EXTERIOR — --------- —.—.—.—.—.—.—.—.— —. — —-..—.—.—.—._ LEVATION - _ m�rnm. 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F - ; F S lbor_ aftokSY�iwt £R5 .. 51� s Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4016 S aicnNsreau, • Provided by DEP Eorru,+s Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII A. General Information Important: From: When filling out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Richard& Marie Stewart Name Name 82 Point Isabella Road Mailing Address Mailing Address Cotuit MA 02635 Citylrown State Zip Code CityRbwn State Zip Code 1. Project Location: 82 Point Isabella Road Cotuit Street Address City/Town 074 024 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable Page County Book Document#857209 Certificate(if registered land) 3. Dates: Jt� 8 L >.. August 18, 2002 September 10, 2002 Date Notice of Intent Fled Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan Sept. 11, 2002 Idle Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by.- Stephen Rumba, ILS Name 6. Total Fee: $85.00 (from Appendix B:Wetland Fee Transmittal Form) Page 1 of 7 Wpafomd.doc•rev.9/16102 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands = WPA Form 5 - Order of Conditions sE3-4016 Provided by DEP WAM Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply El Fisheries Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations,to protect those interests checked above.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal,state, or local statutes, ordinances, bylaws, or regulations. Page 2 of 7 Wpafomd be•rev.9/16102 Massachusetts Department of Environmental Protection DEP Fie Number. Bureau of Resource Protection -Wetlands sE3-4016 WPA Form 5 ® Order of Conditions ty umm - 4. Provided by DEP a�� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of.up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe,tires, ashes, refrigerators, motor vehicles,or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP'J "File Number SE3-4016 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. Page 3 of 7 Wpafol.n5.doc•rev.8116M2 r Massachusetts Department of Environmental Protection DEP File Number: .. Bureau of Resource Protection -Wetlands SE3-4016 WPA Form 5 e Order Of C011C�ItIOCIS Provided by DEP p a61q ♦0 jED�} Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore,the Barnstable hereby finds (check one that applies): Conservation commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Notice of Intent, the conditions shall control. Page 4 of 7 Wparomd. DC•rev.911fiM2 L r SE3-4016 Stewart Approved Plan=September 11, 2002 Revised Site Plan by Stephen Rumba,PLS Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures, requirement to re-landscape to original condition,inability to obtain a certificate of compliance,and more. The General Conditions of this Order begin;on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are aomplied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms k and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective �401 sediment controls shall remain until:the site is stabilized with vegetation. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of the photographs. 8. General conditions No. 12 and No.:13 (changes in plan)on page 3 shall be complied with. 9. General condition No. 17(maintaining sediment controls)on page 4 shall be complied with. p.4.1 `` - � . 11r�-- f f � . 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site, including cutting of vegetation,beyond the work limit. This restriction shall continue over time. 12. The Conservation.Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 13. This permit is valid for 3 years from the date of issuance,unless extended by the Commission at the request of the applicant. 14. This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system. 15. Pool disinfection shall be by ozone injection or alternate as approved by the Conservation Commission. Drawdown water from the pool shall be sent to the leaching basin. 16. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated for more than 30 days. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 17. All proposed lawn areas shall be underlain with a minimum of 4 inches of loam. 18. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer shall be applied. Over-fertilizing shall be avoided. �V 19 Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition shall be promptly met: rder,the applicant shall request in writing a Certificate of 20. At the completion of work,or by the expiration of this O pp q Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and' returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. At the time of the request for a Certificate of Compliance an updated sequence of dolor_photoesauhs of the undisturbed buffer zone shall be also submitted. p.4.2 L Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands SE3-4016 -WPA Form 5 - Order of Conditions Provided by DEP ' >*� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. Date This Order must be signedor' of the Conservation Commission.The Order must be mailed by by a majority 'cant. A co also must be mailed or and delivered to the applicant. copy turn receipt requested) or h PP certified mail (re p q e Tonal Protection R to the appropriate riate Department of Environmental P 9 e time. P hand d delivered at the same PP P endix A and the property owner(if different from applicant). Office see Appendix ) ( P Signatures: G On 1 ' I Of FPT Day Month and Year before me personally appeared L ' ` to me known to be the person described iri and who executed the foregoing instrument and acknowledged that he/she execuWd1he same as kin/her free act and deed._ 7 A Notary Public My Commisslon Expires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested,on SEP 18 2002 Date Date Page 5 of 7 Wpafom5.d00•rev.9MM Massachusetts Department of Environmental Protection DEP Fie Number: Bureau of Resource Protection -Wetlands WPA Form 5 m Order of Conditions SE3-4016 Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XX VII C. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land.abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation commission Pape 6 of 7 a ,E Wpa1om5.doo•rev.W1GM2 • Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 _ Order of Conditions SE3-4016 . Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII D. Recording Information (cont.) Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 82 Point Isabella Road, Cotuit SE3-4016 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is.. Document Number Signature of Applicant Wpafonr&doc•rev.oil6W Page 7 of 7 o n�o q 3 9 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-T_ech,o-n:.07-1.7-2007: 11:23:05 AM Project; STEW&RT R Location:_(l)-8.25'•BM-@'FRONT ENTRY-PORCH Summary: _ , (01-1:5-IN-z 7.25TIN;z_8 25;F_T_/#2=Spruce;Pme-Fir'Dry Use Section"Adequate By:22.7% Controllinq Factor:Area/Depth Required 6.28 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.13 IN= L1784 Total Load: TLD= 0.21 IN= U472 Reactions(Each End): Live Load: LL-Rxn= 1000 LB Dead Load: DL-Rxn= 659 LB Total Load: TL-Rxn= 1659 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.87 IN Beam Data: Span: L= 8.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 5.5 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.75 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 5'.5 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 188 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 99 PLF Floor Uniform Live Load: wL-floor= 55 PLF Floor Uniform Dead Load: wD-floor= 55 PLF Beam Self Weiqht: BSW= 6 PLF Combined Uniform Live Load: wL= . 243 PLF Combined Uniform Dead Load: wD= 160 PLF Combined Uniform Total Load: wT= 402 PLF Controllinq Total Desiqn Load: wT-cont= 402 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb' (Tension): Fb'= 1389 PSI Adjustment Factors: Cd=1.15 CF=1.20 Cr=11.15 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 3422 FT-LB 4.125 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1427 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 29.57 IN3 S= 39.42 IN3 Area(Shear): Areq= 26.59 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 90.74 IN4 1= 142.90 IN4 Combination Roof and Floor Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007 : 11:23:10 AM Proiect;`STEWP!RT R-1_6cation:'(2) 16.5'slt. bm. @ family room Summary: fA36 W10x19 x 17.5 FT' Section Adequate By: 14.7% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= ' 0.26 IN Live Load: LLD= 0.35 IN=U598 Total Load: TLD= 0.61 IN = U344 Reactions(Each End): Live Load: LL-Rxn= 4069 LB Dead Load: DL-Rxn= 2998 LB Total Load: TL-Rxn= 7066 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.70 IN Beam Data: . Span: L= 17.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 6.75 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= _ 15.0 PSF Roof Tributary Width-Side Two: RTW2= 6.75 FT Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.0 FT Floor Live Load-Side Two: FLL2= 10.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= . 3.0 FT Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 405 PLF Roof Uniform Dead Load(Adjusted for roof pitch): . wD-roof= 264 PLF Floor Uniform Live Load: wL-floor t 60 PLF Floor Uniform Dead Load: wD-floor= 60 PLF Beam Self Weight: BSW= 19 PLF Combined Uniform Live Load: wL 465 PLF Combined Uniform Dead Load: wD= 343 PLF Combined Uniform Total Load: wT= 808 PLF Controlling Total Design Load: wT-cont= 808 PLF Properties for:W10x19/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.20 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 4.02 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.70 IN Moment of Inertia About X-X Axis: Ix= 96.30 IN4 Section Modulus About X-X Axis: Sx= 18.80 . IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.04 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 5.09` Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 40.80 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 4.24 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 37.64 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= s 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 30916 FT-LB Nominal Moment Strength: Mr= 37224 _ FT-LB Controlling Shear: V= 7066 LB Nominal Shear Strength: Vr= 36720 LB ` Moment of Inertia(Deflection): Ireq= 83.94 IN4 1= 96.30 IN4 1 i Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 11:23:21 AM Project;:STEWF.RT R-Location: (3)6.25'bm. @ family room ceiling) Summary: - (3) 1.5 IN x 9.25 IN x 6.25 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate Bv:49.1% Controlling Factor:Area/Depth Required 6.22 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.03 IN=U2539 Total Load: TLD= 0.05 IN =U1439 Reactions(Each End): y Live Load: LL-Rxn= 1117 LB Dead Load: DL-Rxn= 854 LB Total Load: TL-Rxn= 1972 LB Bearing Length Required(Beam only, support capacity not checked)- BL= 1.03 IN Beam Data: Span: L= 6.25 FT Maximum Unbraced Span: Lu 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 5.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 3.75 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 6.0 FT Floor Live Load-Side Two: FLL2= 10.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 3.5 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 263 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 171 PLF Floor Uniform Live Load: wL-floor= 95 PLF Floor Uniform Dead Load: wD-floor- 95 PLF Beam Self Weight: BSW= 8 PLF Combined Uniform Live Load: wL= 358 PLF Combined Uniform Dead Load: wD= 273 PLF Combined Uniform Total Load: wT= 631 PLF Controlling Total Design Load: wT-cont= 631 PLF . Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1273 PSI Adjustment Factors: Cd=1.15 CF=1:10 Cr=1.15 Fv': Fv'= 81 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 3081 FT-LB 3.125 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1498 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq 29.04 IN3 S= 64.17 IN3 Area(Shear): Areq= 27.92 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 61.88 IN4 1= 296.79 IN4 ' Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS))Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 11:23:57 AM Prolect;�STEWArRT R-Location: (4)6.5'bm.@ wet bar ceiling Summary: (3) 1.75 IN x 7.25 IN x 6.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 37.3% Controllinq Factor: Moment of Inertia/Depth Required 6.52 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.07 IN Live Load: LLD-Center= 0.11 IN=U679 Total Load: TLD-Center= 0.19 IN =U412 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2688 LB Dead Load: DL-Rxn-A= 1747 LB Total Load: TL-Rxn-A= 4435 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 1.13 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 4723 LB Dead Load: DL-Rxn-B= 3023 LB Total Load: TL-Rxn-B= 7747 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.97 IN Beam Data: Center Span Lenqth: L2= 6.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 770 PLF Dead Load: wD-2= 490 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 1272 PLF Point Load 1 Live Load: PL1-2=' 2406 LB Dead Load: PD1-2= 1508 LB Location (From left end of span): X1-2= 6.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: - v E- 1900000 BSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 7731 FT-LB 3.51 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3691 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 33.32 IN3 S= 45.99 IN3 Area(Shear): Areq= 19.42 IN2 Moment of Inertia(Deflection): A= 38.06 IN2 Ireq= 121.38 IN4 1= 166.72 IN4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:24:00 AM Protect;'STEWART R-Location: (5) 17'bm. @ family room ceiling Summary: A36 W8x18 x 17.0 FT Section Adequate By: 19.7% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.22 IN Live Load: LLD-Center= 0.35 IN= U591 Total Load: TLD-Center= 0.57 IN =U359 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2406 LB Dead Load: DL-Rxn-A= 1508 LB Total Load: TL-Rxn-A= 3914 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.63 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B=. 2604 �LB Dead Load: DL-Rxn-B= 1658 LB ' Total Load: TL-Rxn-B= 4262 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Length: L2= 17.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 17.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 229 PLF Dead Load: wD-2= 118 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 365 PLF Point Load 1 Live Load: PL1-2= 1117 LB Dead Load: PD1-2= 854 LB Location(From left end of span): X1-2= 10.0 FT Properties for:W8x18/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.40 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy:. Lc= 5.54 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 20850 FT-LB 9.86 Ft from left support of span 2(Center Span)' Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 30096 FT-LB Controlling Shear: V= 4262 LB At right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 26960 LB Moment of Inertia(Deflection): Ireq= 51.70 IN4 1= 61.90 IN4 " Multi-Span Floor Beam[99 BOCA National Building Code(97 NDS)]Ver:7.01.12 By: KMW,Archi-Tech on: 07-17-2007 : 11:24:26 AM Proiect;STEWPART R-Location: (6)4.5''@ family rom fireplace Summary: (3) 1.75 IN x 7.25 IN x 4.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:38.6% Controlling Factor: Section Modulus/Depth Required 6.16 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.04 IN=U1359 Total Load: TLD-Center= 0.07 IN= U756 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1918 LB Dead Load: DL-Rxn-A= 1603 LB Total Load: TL-Rxn-A= 3521 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.89 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1918 LB Dead Load: DL-Rxn-B= 1603 LB Total Load: TL-Rxn-B= 3521 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.89 IN Beam Data: Center Span Length: L2= 4.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 0.0 PSF Floor Dead Load: FDL-2= 0.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.0 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 12 PLF Wall Load: Wall-2= 75 PLF Total Live Load: wL-2= 0 PLF Total Dead Load: wD-2= 75 PLF Total Load: wT-2= 87 PLF Point Load Live Load: PL-2= 3836 LB Dead Load: PD-2= 2814 LB Location (From left end of span): X-2= 2.25 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 7701 FT-LB 2.25 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 3470 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 33.19 IN3 S= 45.99 IN3 Area(Shear): Areq= 18.26 IN2 A= 38.06 IN2 Moment of Inertia(Deflection): Ireq= 66.12 IN4 1= 166.72 IN4 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 ' By: KMW,Archi-Tech on:07-17-2007 : 11:23:23 AM Project; STEWART R-Location: (7) 16.5'@ family room header Summary: (3) 1.75 IN x 14.0 IN x 16.5 FT /1.9E Microlam-iLevel Trus Joist' Section Adequate By: 70.2% Controllinq Factor: Moment of Inertia/Depth Required 11.73 In . *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD 0.14 IN Live Load: LLD= 0.18 IN =U1094 Total Load: TLD 0.32 IN =U613 Reactions(Each End): Live Load: LL-Rxn= _ 2042 LB Dead Load: " - DL-Rxn= 1605 ` LB Total Load: TL-Rxn= 3647 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.93 IN Beam Data: Span: L= 16.5 ''FT Maximum Unbraced Span: Lu= ` 0.0 FT Live Load Deflect.Criteria: i:` U 480 Total Load Deflect. Criteria: L U 360 Roof Loadinq: Roof Live Load-Side One: _ RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 6:75 FT Roof Live Load-Side Two: A RLL2= . 30.0 PSF Roof Dead Load-Side Two: RDL2= 15:0 PSF Roof Tributary Width-Side Two: RTW2 0.5 FT Roof Duration Factor: Cd-roof= ; '1.15 Floor Loadinq: Floor Live Load-Side One: FLL1 10.0 PSF Floor Dead Load-Side One: `` FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.0. FT Floor Live Load-Side Two: 3 FLL2= 0.0 PSF - Floor Dead Load-Side Two: FDL2 0.0 PSF Floor Tributary Width-Side Two: FTW2=' ' 0.0 FT Floor Duration Factor, Cd-floor= , 1.00 Wall Load: WALL= 0 PLF Beam Loads: >, Roof Uniform Live Load: wL-roof= 218 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof .,142. . PLF Floor Uniform Live Load: wL-floor- 30 'PLF Floor Uniform Dead Load: wD-floor= 30 PLF Beam Self Weight: ¢ BSW 23 PLF Combined Uniform Live Load: wL= '248 PLF Combined Uniform Dead Load: wD= 195 PLF Combined Uniform Total Load: wT= 442` PLF Controllinq Total Desiqn Load: wT-cont= 442 PLF Properties For: 1.9E Microlam-iLevel Trus Joist r Bendinq Stress: Fb= 1 2600 PSI Shear Stress: W" Fv= ` 285 PSI Modulus of Elasticity: E_ , 1900000 PSI Stress Perpendicular to Grain: Fc_perp=,. 750 PSI, ` Adjusted Properties F' Fb'(Tension): Fb'= 2928 PSI Adjustment Factors: Cd=1.15.CF=0.98 Fv': Fv'=' 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M 45043 FT-LB' 8.25 ft from left support d; Critical moment created by combining all dead and live loads. Controllinq Shear, V= T 3136 LB At a distance d from support. Critical shear created by combining all dead'and live loads. ,� r Comparisons With Required Sections: Section Modulus(Moment): Sreq= �,°61.65 IN3 S= 171.50 IN3' Area(Shear): ' Areq= 14.35 IN2 A= v 73.50 IN2 d Moment of Inertia(Deflection): Ireq- 705.32 I N4 1= 1200.50 . I N4 s Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:23:25 AM Protect; STEWART R-Location: (8)9.75'bm. @ family room gable wall Summary: (3) 1.5 IN x 7.25 IN x 9.75 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 76.1% Controlling Factor: Moment of Inertia/Depth Required 6.0 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.08 IN= U1443 Total Load: TLD= 0.22 IN = U528 Reactions(Each End): Live Load: LL-Rxn= 389 LB Dead Load: DL-Rxn= 673 LB Total Load: TL-Rxn= 1062 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.56 IN Beam Data: Span: L= 9.75 FT Maximum Unbraced Span: Lu 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U. 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 1.5 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.66 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 1.5 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor 1.00 Wall Load: WALL= 75 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 65 PLF Roof Uniform Dead Load(Adjusted for roof pitch):. wD-roof= 42 PLF Floor Uniform Live Load: wL-floor 15 PLF Floor Uniform Dead Load: wD-floor- 15 PLF Beam Self Weight: BSW= 6 PLF Combined Uniform Live Load: wL= 80 PLF Combined Uniform Dead Load: wD= 138 PLF Combined Uniform Total Load: wT= 218 PLF Controlling Total Design Load: wT-cont=, 218 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= - 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1389 PSI Adjustment Factors: Cd=1.15 CF=1.20 Cr-1.15 Fv': Fv'= `* 81 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 2589 FT-LB 4.875 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 935 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 22.38 IN3 S=' 39.42 IN3 Area(Shear): Areq= 17.42 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 81.14 IN4 1= 142.90 IN4 Combination Roof and Floor Beamf 99 BOCA National Building Code(97 NDS)]Vee: 7.01.12 By: KMW,Archi-Tech on:07-17-2007: 11:23:27 AM Project:,STEWART R-Location: (9)6'bm. @ mud hall entry Summary: (3) 1.75 IN x 9.25 IN x 10.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 77.2% Controlling Factor: Moment of Inertia/Depth Required 7.64 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.13 IN= U930 Total Load: TLD= 0.23 IN = U532 Reactions(Each End): Live Load: LL-Rxn= 1888 LB Dead Load: DL-Rxn= 1413 LB Total Load: TL-Rxn=. 3301 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.84 IN Beam Data: Span: L= . . 10:0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: / 360 Total Load Deflect. Criteria: L/ 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 10.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.5 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1 10.0 PSF Floor Tributary Width-Side One: FTW1= 6.25 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2=' 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= . = 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 315 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 205 PLF Floor Uniform Live Load: wL-floor- 63 PLF Floor Uniform Dead Load: wD-floor- 63 PLF Beam Self Weight: BSW= 15 PLF Combined Uniform Live Load: wL= 378 PLF Combined Uniform Dead Load: wD= 283 PLF Combined Uniform Total Load: wT= 660 PLF Controlling Total Design Load: wT-cont= 660 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E_` 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3098 PSI Adjustment Factors: Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 8252 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2839 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq 31.97, IN3. S= 74.87 IN3 Area(Shear): Areq= 12.99 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 195.42 IN4 I 346.26 IN4 Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 11:22:56 AM Prolect;'STEWA,RT R-Location: (10)T brn. @ stairway F Summary: (2) 1.5 IN x 7.25 IN x 7.0 FT /#2-Spruce-Pine-Fir.- Dry Use' Section Adequate By: 337.2% Controllinq Factor:Area/Depth Required 3.52 In *Laminations are to be fully connected to provide uniform transfer of loads to all members'. Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0:02 IN= U5531 Total Load: r TLD= 0.03 IN= U2627 Reactions(Each End): Live Load: LL-Rxn= 131 LB Dead Load: DL-Rxn= 145 LB - Total Load: '`"" TL-Rxn 276 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.22• IN Beam Data: ° Span: L= , 7.0 FT Unbraced Lenqth-Top of Beam: Lu=` 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U" 300• Floor Loading: Floor Live Load-Side One: LL1 '10.0 PSF Floor Dead Load-Side One: DL1 10.0 PSF Tributary Width-Side One: TW1= 3.75 ` FT Floor Live Load-Side Two: LL2= , 0.0 PSF Floor Dead Load-Side Two: - a DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1:00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 38: PLF Beam Self Weiqht: BSW=" 4. PLF Beam Total Dead Load: wD= 41' ;PLF Total Maximum Load: .. wT= 79 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb Y` 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: k Fc perp= 425 PSI Adjusted Properties _ Fb'(Tension): Fb'= 1050 PSL Adjustment Factors: Cd=1.00 CF=1.20 Fv': Fv'= 70 " PSI Adjustment Factors: Cd=1.00 Design Requirements: ° Controllinq Moment: M "� 484 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live.loads.. ` Controllinq Shear. V= 232, LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq 5.53 IN3 S 26.28 IN3 Area(Shear): Areq= 4.97 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): ' Ireq= 10.88 IN4- 1= 95.27 IN4-,. Multi-Span Floor Beaml`99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 11:24:08 AM Project,STEWART R-Location: (11)9.25'bm. @ stairway Summary: (2) 1.5 IN x 7.25 IN x 9.25 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:41.3% Controlling Factor: Section Modulus/Depth Required 6.1 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.11 IN Live Load: LLD-Center= 0.06 IN=U1840 Total Load: TLD-Center= 0.17 IN =U638 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 182 LB Dead Load: DL-Rxn-A= 377 LB Total Load: TL-Rxn-A= 560 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.44 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 193 LB Dead Load: DL-Rxn-B= 389 LB Total Load: TL-Rxn-B= 582 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.46 IN Beam Data: Center Span Length: L2= 9.25 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.25 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 20.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 4 PLF Wall Load: Wall-2= 50 PLF Total Live Load: wL-2= 26 PLF Total Dead Load: wD-2= 63 PLF Total Load: wT-2= 94 PLF Point Load Live Load: PL-2= 131 LB Dead Load: PD-2= 145•- LB Location (From left end of span): X-2= 5.0 FT Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1.00 CF=1.20 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 - Design Requirements: Controlling Moment: M= 1628 FT-LB 4.995 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 530` LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.60 IN3 S= 26.28 IN3 Area(Shear): Areq= 11.36 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): _ Ireq= 44.78. IN4 r 1= 95.27 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on`.07-17-2007 : 11:23:33 AM Project:,,STEWART R-Location: (12) 12'bm. @ garage ceiling ' Summary: (3) 1.75 IN x 9.25 IN x 13.5 FT /1.9E Miicrolam-iLevel Trus Joist Section Adequate By:42.3% Controlling Factor: Moment of Inertia/Depth Required 8.22 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.23 IN Live Load: 'LLD-Center= 0.15 IN=U1114 Total Load: TLD-Center= 0.38 IN =U427 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 864 LB Dead Load: DL-Rxn-A= . 1392 LB Total Load: TL-Rxn=A= .2256 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.57. IN Center Span Right End Reactions(Support B): Live Load: LL`Rxn-B= 864 LB Dead Load: DL-Rxn-B= 1392 LB Total Load: TL-Rxn-B= 2256 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.57 IN Beam Data: t ' Center Span Length: L2-i 13.5 FT, Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam Lu2-Bottom= 13.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: " - L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: ' Uniform Load: Live Load: wL-2 128 PLF Dead Load: wD-2 `191 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 334` PLF. Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: - Fb= 2600 ` PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= '1900000.' PSI Stress Perpendicular to Grain: 'Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): ;- Fb= PSI Adjustment Factors:Cd=1.00 CF=1.04 Fv': Fv'= 285 PSI, . Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 7613 ''FT!LB 6.75 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on spans)2 Controlling Shear: V= 2030- 1B At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 33.91 IN3 S= 74.87 IN3 Area(Shear): Areq 10.68 IN2 A 48.56- IN2 Moment of Inertia(Deflection): `, lreq 243.37 IN4 1= 346.26-. IN4 a ? Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007 : 11:23:35 AM Proiect:,,STEWART R-Location: (13) 12'bm.flush at garage ceiling Summary: 1.75 IN x 9.5 IN x 12.0 FT /1.9E Microlam-iLevel Trus Joist r Section Adequate By:21.5% Controlling Factor: Moment of Inertia/Depth Required 8.9 In Center Span Deflections: Dead Load: DLD-Center- 0.22 IN Live Load: LLD-Center= 0.17 IN =U843 Total Load: TLD-Center= 0.40, IN=U364 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 522- LB Dead Load: DL-Rxn-A= 685 LB Total Load: TL-Rxn-A= 1207 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.92 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 522 LB Dead Load: DL-Rxn-B= 685 LB Total Load: TL-Rxn-B= 1207 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.92 IN Beam Data: Center Span Length: L2= 12.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 87 PLF Dead Load: wD-2= 109 PLF Beam Self Weight: BSW= 5 PLF Total Load: wT-2= 201 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600' PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors:Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 3622 FT-LB 6.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 1062 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.19 IN3 S= 26.32 IN3 Area(Shear): Areq= 5.59 IN2 A= 16.63 IN2 Moment of Inertia(Deflection): Ireq= 102.91 IN4 ' I 125.03 IN4 Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:24:09 AM Proiect:,STEWART R-Location: (14) 12'bm. @ garage ceiling Summary- (2) 1.75 IN x 9.5 IN x 12.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 89.8% Controllinq Factor: Moment of Inertia/Depth Required 7.67 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.11 IN Live Load: LLD-Center= 0.15 IN= U989 Total Load: TLD-Center= 0.25 IN =U569 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 645 LB Dead Load: DL-Rxn-A= 463 LB Total Load: TL-Rxn-A= 1108 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.42 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 645 LB Dead Load: DL-Rxn-B= 463 LB Total Load: TL-Rxn-B= 1108 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.42 IN Beam Data: Center Span Lenqth: L2= 12.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 30.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 40 PLF Total Dead Load: wD-2= 13 PLF Total Load: wT-2= 63 PLF Point Load Live Load: PL-2= 815 LB Dead Load: PD-2= 643 LB Location (From left end of span): X-2= 6.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 " Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5511 FT-LB 6.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 1063 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.64 IN3 S= 52.65 IN3 Area(Shear): Areq= 5.59 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 131.76 IN4 1= 250.07 IN4 Multi-Loaded Beam[AISC 9th Ed ASD)Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007: 11:23:38 AM Prolecti,STEWART R-Location: (15)23.5'stl. bm. @ garage ceiling Summary: A36 W 12x26 x 23.5 FT Section Adequate By:6.0% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.33 IN Live Load: LLD-Center= 0.56 IN=U503 Total Load: TLD-Center= 0.89 IN=U318 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 5409 LB Dead Load: DL-Rxn-A= 3084 LB Total Load: TL-Rxn-A= 8493 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.68 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 5784 LB Dead Load: DL-Rxn-B= 3550 LB Total Load: TL-Rxn-B=, 9334 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.68 IN Beam Data: Center Span Length: L2= : 23.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 23.5 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2=. 360 PLF Dead Load: wD-2= 120 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 506 PLF . Point Load 1 Live Load: PL1-2= 522 LB Dead Load: PD1-2= 685 LB Location(From left end of span): X1-2= 2.0 FT Point Load 2 Live Load: PL2-2= 645 LB Dead Load: PD2-2= 463 LB Location (From left end of span): X2-2= 12.5 FT Point Load 3 Live Load: PL3-2 - 1044 LB Dead Load: PD3-2= ' 1370 LB Location (From left end of span): X3-2= 15.5 FT Point Load 4 Live Load: PL4-2= 522 LB Dead Load: PD4-2= 685 LB Location(From left end of span): X4-2= 21.5 FT Properties for:W12x26/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.20 IN Web Thickness: .tw= 0.23 IN Flange Width: bf= 6.49 IN Flange Thickness: tf= 0.38 IN Distance to Web Toe of Fillet: k= 0.68 IN Moment of Inertia About X-X Axis: Ix= _ 204.00 IN4 Section Modulus About X-X Axis; Sx= 33.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.73 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.54 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 53.04 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.85 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 49.74 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 53920 FT-LB 12.69 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 66132 FT-LB Controlling Shear: V= 9334 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Page:4 Multi-Loaded Beam[AISC 9th Ed ASD)Ver: 7.01.12 M By: KMW,Archi-Tech on: 07-17-2007: 11:23:38 AM Project:`STEWART R-Location: (15)23.5'stl. bm. @ garage ceiling Nominal Shear Strenqth: Vr= 40406 LB Moment of Inertia(Deflection): Ireq=• 192.49 IN4 1= 204.00 IN4 F I Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 11:23:48 AM Prolect:'STEWA,RT R-Location: (16) 10'stl. bm. @ garage storage ceiling Summary: A36 W 12x26 x 10.0 FT Section Adequate By:852.6% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center= 0.01 IN = U8203 Total Load: TLD-Center= 0.02 IN =U5602 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1852 LB Dead Load: DL-Rxn-A= 799 LB Total Load: TL-Rxn-A= 2651 LB Bearing Length Required(Beam only, support capacity not checked): - BL-A= 0.68 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2270 LB Dead Load: DL-Rxn-B= 1347 LB Total Load: TL-Rxn-B= 3616 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.68 IN Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam:. Lu2-Bottom= 10.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 360 PLF Dead Load: wD-2= 120 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 506 PLF Point Load 4 Live Load: PL4-2= 522 LB Dead Load: PD4-2= 685 LB Location (From left end of span): X4-2= 9.0 FT Properties for:W12x26/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.20 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 6.49 IN Flange Thickness: - tf= 0.38, IN Distance to Web Toe of Fillet: k= 0.68 IN Moment of Inertia About X-X Axis: Ix= 204.00 IN4 Section Modulus About X-X Axis: Sx= 33.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.73 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR= 8.54 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 53.04 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.85 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 49.74 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 6943 FT-LB 5.2 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 66132 FT-LB Controlling Shear: V= 3616 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 40406 LB Moment of Inertia(Deflection): Ireq= 10.92 IN4 1= 204.00 IN4 Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 Bv: KMW,Archi-Tech on:07-17-2007: 11:23:07 AM Prolect:,STEWA,RT R-Location: (17)7'garage door at storage% Summary: (3) 1.75 IN x 7.25 IN x 7.0 FT /1.9E Microlam-iLevel Trus Joist' Section Adequate Bv: 169.6% Controllinq Factor: Moment of Inertia/Depth Required 5.21'In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN= U1296 Total Load: TLD= 0.10 IN=U800 Reactions(Each End): Live Load: LL-Rxn= 1330 LB Dead Load: DL-Rxn= 802 LB Total Load: TL-Rxn= 2132 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.54 IN Beam Data: Span: L= 7<.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 5.5 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.5 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 20.0 PSF Floor Tributary Width-Side One: FTW1= 5.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 180 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 117 PLF Floor Uniform Live Load: wL-floor= 200 PLF Floor Uniform Dead Load: wD-floor 100 PLF Beam Self Weiqht: BSW= 12 PLF Combined Uniform Live Load: wL= 380 PLF Combined Uniform Dead Load: wD= 229 PLF Combined Uniform Total Load: wT= 609 PLF Controllinq Total Desiqn Load: wT-cont= 609 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): i Fb'= 3202 PSI Adjustment Factors: Cd=1.15 CF=1.07 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 3730 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1791 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 13.98 IN3 S= 45.99 IN3 Area (Shear): Areq= 8.19 IN2 A= 38.06 IN2 Moment of Inertia(Deflection): Ireq 61.84 IN4 1= 166.72` IN4 Multi-Loaded Beamf 99 BOCA National Building Code(97 NDS)1 Ver: 7.01.12 Bv: KMW,Archi-Tech on: 07-17-2007: 11:23:50 AM Proiect STEWART R-Location: (18)7'bm.@ storage garage door Summ&y: (3) 1.75 IN x 7.25 IN x 7.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv: 121.9% Controlling Factor: Moment of Inertia/Depth Required 5.56 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.05 IN Live Load: LLD-Center= 0.07 IN=L/1132 Total Load: TLD-Center- 0.13 IN=U666 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1523 LB Dead Load: DL-Rxn-A= 1067 LB Total Load: TL-Rxn-A= 2590 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.66 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1523 LB Dead Load: DL-Rxn-B= 1067 LB Total Load: TL-Rxn-B= 2590 LB Bearing Length Required (Beam only, support capacity not checked): BL-B 0.66 IN Beam Data: Center Span Length: L2= 7.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: x wL-2= 435 PLF Dead Load: wD-2= 293 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 740 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticitv: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors:Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4532 FT-LB 3.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 2175 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.53 IN3 S= 45.99 IN3 Area(Shear): Areq= 11.45 IN2 A= 38.06 IN2 Moment of Inertia(Deflection): Ireq= 75.12 IN4 1= 166.72 IN4 Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:24:12 AM Project: STEWAfZT R-Location: (19)4'bm.@ garage entry' Summa?y: (3) 1.5 IN x 7.25 IN x 4.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 192.9% Controllinq Factor:Area/Depth Required 3.37 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center- 0.01 IN= U5649 Total Load: TLD-Center- 0.01 IN=U3821 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 964 LB Dead Load: DL-Rxn-A= 550 LB Total Load: TL-Rxn-A= 1514 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.79 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 480 LB Dead Load: DL-Rxn-B= 203 LB Total Load: r TL-Rxn-B= 683 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.36 IN Beam Data: Center Span Lenqth: L2= 4.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 30.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 6.0 FT Floor Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 6 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 200 PLF Total Dead Load: wD-2= 67 PLF Total Load: wT-2= 272 PLF Point Load Live Load: PL-2= 645 LB Dead Load: PD-2= 463 LB Location(From left end of span):, X-2= 0.5 FT Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.00 CF=1.20 Cr=1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 857 FT-LB 1.48 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 520 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 8.52 IN3 S= 39.42 IN3 Area(Shear): Areq= 11.14 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 11.22 IN4 1= 142.90 IN4 I Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:24:20 AM Prolect:,STEWART R-Location: (20)6'girt at family room crawl space Summary: (3) 1.75 IN x 9.5 IN x 6.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:28.5% Controllinq Factor:Area/Depth Required 7.39 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.04 IN=U1602 Total Load: TLD-Center= 0.07 IN = U1015 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2510 LB ' Dead Load: DL-Rxn-A= 1254 LB Total Load: TL-Rxn-A= 3764 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.96 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 4871 LB Dead Load: DL-Rxn-B= 3201 LB Total Load: TL-Rxn-B= 8072 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 2.05 IN Beam Data: Center Span Lenqth: L2= 6.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 15.0 PSF Floor Tributary Width Side One: Trib-1-2= 8.0 FT Floor Tributary Width Side Two: Trib-2-2= 8.0 FT Beam Self Weight: BSW= 16 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 640 PLF Total Dead Load: wD-2= 240 PLF Total Load: wT-2= 896 PLF Point Load Live Load: PL-2= 3541 LB Dead Load: ° PD-2= 2921 LB Location (From left end of span): X-2= 5.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'=.' 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 7909 FT-LB 4.2 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 7373 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 35.36 IN3 S= 78.97 IN3 Area(Shear): Areq= 38.81 IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 110.84 IN4 1= 375.10 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007: 11:23:51 AM Proiect: STEWAJIT R-Location: (21) 16'bm. @ family room floor Summaty: (3) 1.75 IN x 11.875 IN x 16.0 FT /1.9E Microlam-iLevel Trus Joist' Section Adequate By: 12.1% Controllinq Factor: Moment of Inertia/Depth Required 11.43 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.21 IN Live Load: LLD-Center= 0.26 IN=U733 Total Load: TLD-Center- 0.48 'IN =U404 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3541 LB Dead Load: DL-Rxn-A= , 2921 LB Total Load: TL-Rxn-A= 6461 LB Bearinq Lenqth Required(Beam only,support capacity not checked):• BL-A=' 1.64 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1143 LB Dead Load: DL-Rxn-B= 917 LB Total Load: TL-Rxn-B= 2060 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.52 IN Beam Data: Center Span Length: L2= 16.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top 0.0 'FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 16.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 53 PLF Dead Load: wD-2= . 20 PLF Beam Self Weight: BSW= 19 PLF. Total Load: wT-2= 92 PLF Point Load 1 Live Load: PL1-2= 1918 LB Dead Load: PD1-2= 1603 LB Location (From left end of span): X1-2= 1.0 FT Point Load 2 Live Load: PL2-2= 1918 LB Dead Load: PD2-2= 1603 LB Location (From left end of span): X2-2= 5.0- FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 16968 FT-LB 4.96 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 6373 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 78.20 IN3 S= 123.39 IN3 Area(Shear): Areq= 33.54 IN2 A= 62.34 IN2 Moment of Inertia(Deflection): Ireq= 653.34 IN4 1= 732.62 IN4 Uniformly Loaded Floor Beam[99 BOCA.National Buildinq Code(97 NDS)]Ver 7.01.12 µ. By: KMW,Archi-Tech on:07-17-2007: 11:22:53 AM Project: STEWAfRTR-Location: ((22)9'girt. @ storage/utilities SummaPy: (2) 1.75 IN x 9.5 IN x 9.0 FT /1.9E Microlam-iLevel Trus Joist k Section Adequate By: 142.5% Controllinq Factor: Moment of Inertia/Depth Required.7.07 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: - DLD= 0.04 IN Live Load: 4 LLD 0.11 IN= U1023e Total Load: TLD= 0.15 IN =.U727 Reactions(Each End): Live Load: LL-Rxn= 1530,. LB Dead Load: , . DL-Rxn= ; _ :.. 621 ° LB Total Load: TL-Rxn= 2151 LB Bearing Length Required(Beam only, support capacity not checked): , BL= 0.82 IN Beam Data: Span: L= 9.0 FT Unbraced Lenqth-Top of Beam: Lu 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria:' " ' L4 ` 300 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= '15.0 PSF Tributary Width-Side One: TW1= 5.0 FT Floor Live Load-Side Two: LL2= 40.0` PSF Floor Dead Load-Side Two: DL2 .15.0 PSF Tributary Width-Side Two: TW2= 3.5 FT Live Load Duration Factor: : Cd 1.00 ' Wall Load: WALL 0 PLF Beam Loadinq: .. " Beam Total Live Load: wL= 340 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 138 PLF Total Maximum Load: ; ,4 - wT= k 478 PLF' ' Properties For: 1.9E Microlam-iLevel Trus Joist Y Bendinq Stress: F, Fb 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: :E_ 1900000 PSI ' Stress Perpendicular to Grain: Fc__perp= PSI Adjusted Properties r Fb'(Tension): Fb 2684 PSI Adjustment Factors:Cd=1.00 CF=1.03 Fv': Fv- ,uF' 285 `PSI . Adjustment Factors: Cd=1.00 Design Requirements: ` " f Controllinq Moment: M- 4839 FT-LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: u: V= ' N; .. 1806 LB At a distance d from support. Critical shear created by combining all dead and live loads. ,k ` Comparisons With Required Sections: Section Modulus(Moment): fi Sreq= 21'.63 IN3` S= :52.65 _ IN3 Area(Shear): Areq= 9.51 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= -103.12` IN4 Q ' I- 250.07 IN4, R ' Multi-Span Floor Beam[99 BOCA National Buildinq Code(97'NDS)]Ver:7.01.12 By: KMW,Archi-Tech on:07-17-2007: 11:24:22 AM Protect: STEWAFT R-Location: (22)6'girt at family room crawl space Summai"y: (3) 1.75 IN x 9.5 IN x 6.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:338.3% Controllinq Factor: Section Modulus/Depth Required 5.08 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.03 IN =U2750 Total Load: TLD-Center- 0.04 IN =U1965 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1920 LB Dead Load: DL-Rxn-A= 767 LB Total Load: TL-Rxn-A= 2687 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A 0.68 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1920 LB Dead Load: DL-Rxn-B= 767 LB Total Load: TL-Rxn-B= 2687 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.68 IN Beam Data: Center Span Lenqth: L2= 6.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 15.0 PSF Floor Tributary Width Side One: Trib-1-2= 8.0 FT Floor Tributary Width Side Two: Trib-2-2= 8.0 FT Beam Self Weight: BSW= 16 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 640 PLF Total Dead Load: wD-2= 240 PLF Total Load: wT-2= 896 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000' PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4030 FT-LB 3.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 1988 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.02 IN3 S= 78.97 IN3 Area(Shear): Areq= 10.46 IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 57.26 IN4 1= 375.10 IN4 Multi-Span Floor Beamf 99 BOCA National Building Code(97 NDS)]Ver:7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 11:24:24 AM Project: STEWVT R-Location: (23)4.5'bm. @ storage SummaN: - (2) 1.5 IN x 9.25 IN x 4.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:22.1% Controlling Factor:Area/Depth Required 7.58 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.01 IN = U4487 Total Load: TLD-Center= 0.02 IN = U2765 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 837 LB Dead Load: DL-Rxn-A= 554 LB Total Load: TL-Rxn-A= 1391 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.09> IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 751 LB Dead Load: DL-Rxn-B= 381 LB Total Load: TL-Rxn-B= 1132 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.89 IN Beam Data: Center Span Length: L2= 4.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.5 FT- Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 15.0 PSF Floor Tributary Width Side One: Trib-1-2= 3.5 FT Floor Tributary Width Side Two: Trib-2-2= 4.25 FT Beam Self Weight: BSW= 5 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 310 PLF Total Dead Load: wD-2= 116 PLF Total Load: wT-2= 431 PLF Point Load Live Load: PL-2= 193 LB 'Dead Load: PD-2= 389 LB Location (From left end of span): X-2= 1.25 FT Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 CF=1.10 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1486 FT-LB 1.89 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1061 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.52 IN3 S= 42.78 IN3 Area (Shear): Areq= 22.73 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 21.47 IN4 1= 197.86 IN4 Aug-01-07 07 : 29A P_02 At HCST RzcaZ r A9P �o\T I I i LUL- 1.3 5 6. DP- W GM r IL ip i 7 r T e� 0 OF�A I I V6' A ►20'S A lb" .G RERT R 6770 �CrVPAL Il VB'/1.Cr20'S —••�^,. Sri WHS'F:nR /AG1� C7, 'fnf Si•C9i9Pf.FiRC: 'nN XH-1 EINTNq:�NTflWgHH.^;H: WnN-i Aug-01-07 07 : 29A P-01 r� NEW r v ARCHI - TECH b xhool street It.SOA,420.S33; f SOA.120.5304 A S U CI A r r S. COtUit,rrla 02631 a info(@ardlitechitsociates.cOm arc 11itecrural design architechassociates.com TRANSMITTAL Date: August 1,2007 Ll Drop-off L Pick-up F M,ril M Ovc►-night To. I?'fib McKechnie-Bldg.Dept. _ 0 Fax .508-790-6230. 2 N ges LJ Other Rc'1*arding:_Stclwart Hesidence-82 Point Isabella Road,Cotult,MA Remarks Bob, Please find the cantilevered bay at the rear of the Srewart Rv%idence.Please contact me for any, quostions_ Regards, Tim From; Timothy Luff ! 11 A I I i I I I I I EXI5TIN6 FOUNDATION WALL5 ,M o 0 I I I N y H DRILL #4 REBAR 4" INTO EX. GONG. o `a GUT 36" WIDE OPENING IN ' r--� c o WALL 8 FOOTING ® 12" O.G. VERT. IN EXIST. WALL TO LEVEL SECURE NEPDXY GROUT;REBAR M d R ----------+ OF NEW DUSTGOVER- ; I TO PROJECT 12" MIN. INTO NEW GONG. L ! i WALL $ FOOTING w 4'-0" o 8 @� c ' ' I 5" CONCRETE FROSTWALL c `a ON 24" X 12" CONCRETE 41 ' FOOTING W/KEY;MAINTAIN. w M --------------- --------------- ------� ---------------- =------------------ -=----- ;- -------- F, 4'-0" MIN. FROM GRADE N �- ----------r _-________ o„ TO BOTTOM OF FOOTING e I f ------- --- --� r - — I ` _________________y_ _i__--______—_ F_ ____r_i____1_J--__—____r ________________ I UP I .I I 1 I ♦ /4 `\ LJ TOP OF WALL TO ALIGN 'Jill YV TOP OF EXIST. WALL U V ----------------------- I 2" GONG. 01,15TGOVER GROWL w SASHAR m `n H a ---------------------------- Li I C) ' V � V) L REMOVE EXIST. GELLAR SASH FOR ACCE55 TO i i 1'-0" +/-(EXIST.) 3'-4"NEW CRAWL SPACE ' t Y °--0 J 11 � ---- I 6�\ `\ (1) P.T. 2X6 SILL W/5/8"X12" ANCHOR BOLTS @ 32" O.G. O—4 r• `� MAX. 8 12" FR. CORNERS (TYP.); MIN. (2) BOLTS PER SILL I ; ` DRILL #4 REBAR 4" INTO EX. GONG. (0 WALL 8 FOOTING ® 12" O.G. VERT. 0 N & SECURE W/EPDXY GROUT;REBAR - C W u) m TO PROJECT 12" MIN. INTO NEW GONG. p 3 a WALL & FOOTING _ cn N U C \ N -0N O \ 8" GMU UP TO TOP OF EXIST. FNDN. = L.L_ N cu O WALL (A5 NEEDED) z$ \\ \ c C cu -p*= =3 ` c � a- O Barnstable Bldg. Dept. , ' EXI5TING FOUNDATION WALL5 p LL 00 U Approved by: (f) Pe.mir \ WN date 30 JULY 2015 `\ `\ -yo scale 1/4" - 1. - 0" J.A.L. A- 1 F A R T ( A L FO U NE�) A T 1 O N F L A N ISSUED FOR PERMITTING SCALE : 1 / 4 " = 1 ' - 0 \` �♦ 1 1 I I M E —__I Lca v O _____________________________,_—___—__—_________ O U _____________ _______ — I v y f6 I � I 1 1 X C�5 y Z cA i Q i ch cc I 1 ; BAIL i'-O" +/- (EXIST) 4'-0" 8 0+��j+�;� o "aU� PANTRY 4j 0 L ' ALIGN NEW 2X(9, DN. 1 WALL YV EXIST.: Lu REMOVE EXIST.POOR; i i w 'Jul NEW CASED OPENING, ' W I OEFI6E I w N SIDE ENTRY t: ; ; i i PICTURE: P-3545" m A Lo Ey ' 4 HALL __ I ' DESK TO ALI6N:WITWIN51OE1 1 RO: 3'-5 3/8"X4'-5 5/5" CORNERS OF BAY-TOP TO BE — ' i FLUSH WITH INT.Yl PPA 51LL5 L) cc -- ------------------------- 1 n ' I EDGE OF FLAT/ V .a SLOPED GLG. i i a •y r r REMOVE EXIST. DEGK AND ; Lu w WALL SIDING/SHEATHING I � ALIGN NEW 2X6 I WALL W/EXIST. ' 10 Q 0 U O a� c kl Cl) CU OC3cQ \�A N L) i -0 U) O �y * WINDOWS TO BE ANDERSEN 400 SERIES N N m O LL 06 REMOVE _XI5T. DOORS AND (� 'p- N PATCH WALL;ADD INSULATION 4 C 5/5" F.G. GYP. BRO. AS NEEDED O N O LL += ♦-- oo U c� U) ST OF,AGE job— 1736 30 JULY 2018 drewm J.A.L. F A R T I A L I R 5 T F L 0 0 R F L A N ISSUED FOR PERMITTING A�2 5 G A L E : I / 4 = 1 - 0 " O o � N N d W ie N o c i0 H V � N Q u'a U Vl O C V LC> cc NEW ROOF TO ALIGN W/EXIST.; MATCH EXIST. ROOF PITCH AND 41. SHED DOWN TO NEW WALL AT OFFICE o H E B J_ A4 A4 y o c0 U V J � EDGE OF EXIST. ROOF AND WALL �I �"� cc ASPHALT ROOF SHINGLES T.M.E. W 0 = m if L NEW EAVE (FASCIA, FRIEZE, SOFFIT, MOLD'G.) T.M.E. SUB FLOOR @ 5EGOND FLOOR(GARAGE) W.G. SHINGLES W/WEAVED CORNERS T.M.E. N 0 (6 04.1 o C � r O cu L - cl) U O (6 a.., L FIRSTSUB FLOOR FLOOR LL N N > E_XI5TING —2 O TOP OF FOUND. (GARAGE) 06 C w �; I I I I I I I I I I I -----I------1 I • I I I I I I I I I I I I Job 1'156 -- ——————————I—j------ ------ ------�---`--- --� I I I I aat= 50 JULY 2015 I I I I I I I I I ataia 1/4" = 1' - 01. (� \ / 1� I I T E L E X A T I 0 V I I ' I arewn J.A.L. I I I I I I I I SCALE : 1 / 4 = 1. ' - O ! I I I ---------------------------------------1-------------- ------------------------ ----- ISSUED FOR PERMITTIN M - o O H V N m N � R O � � R C� Na O M �• Z O L NEW ROOF TO ALIGN W/EXIST.; R MATGH EXIST. ROOF PITGH AND SHED DOWN TO NEW WALL AT OFFICE; PROVIDE (2)2X12 LEDGER ON EXIST. ROOF 12 2X10 RAFTERS TO BE SUPPORTED 12 y e WITH 2X4'S DOWN TO EXISTING WALL 10 +/-D L +, a N41 . ASPHALT ROOF SHINGLES T.M.E. ON 5/8" GDX PLYWOOD ON 2XIO 12 RAFTERS @ 16' O.G. W/R-30 FG IN5UL. 4 +/- (T.M.E.) (2X8 RAFTERS 8 HIPS AT BAY) M c 2X8 RIDGE BETWEEN 2XIO RAFTERS; V "POST" DOWN TO RAFTERS W/2X4'5 w - -- , 12 r, y (2) 13/4" X G I/4" LVL BEAM 4 +/- (T.M.E.) $ 12 (BOT. FLUSH W/PLATE HT. BEYOND); F -- BEVEL GUT TOP OF BEAM AS NEEDED --- 5 AT EAGH END FOR RAFTER GLEARANGE I'1 cc _ NOTGH GLG. JOISTS AS NEEDED AT BAY ,-- by u 1+1 Q a> 2X8 GLG. JOISTS @ 16" O.G. W/ NEW SAVE (FASCIA FRIEZE 2X8 GLG. JOISTS @ 16' O.G. W/ IX3 STRAP'G , ,., I/2" GYP. BRD. SOFFIT,MOLD'G.) T.M.E. IX3 5TRAP'6., I/2" GYP. BRD. AND R-30 FG INSULATION AND R-30 FG INSULATION ------------------------------ .-REMOVE EXIST. DOORS(NEW C.O.) W.G. 5HI.NGLE5 ON I/2" GDX PLYW'D. REMOVE EXIST. DQORS ry ALIGN DESKTOP All WINDOW 51L L 2X6'5 @ 16" O.G. W/R-19 IN5UL. v / AND PATCH OPENING MUD HALL � m AND I/2" GYP. BOARD . � �o OFFIrE -ry OFFI;GE co o (1) P.T. 2X6 SILL W/5/S"X.12" i- r r ANCHOR BOLTS @ 52" O.G. 3/4" T46 5UBFLOQR ON 5/4" T8G 5UBFLOOR ON MAX. $ 12" FR. CORNERS (TYP.); 11 "I/8";I-JOISTS ®,16" O.G. i II -US" I-JOISTS o 16" O.G. MIN. (2) BOLTS PER SILL W/ R-I41 FG IN5UL. W/R-19 FG IN5UL. N 5UBFLOOR @ FIRST FLOOR o U � cn • o a� $ II 1/8, LVL LED ER (% C � - ' - • II Ile)" LVL-LEDGER O _� Co�c s % PENING/AGGES (BEYOND) ;; +-' cn = U ' 2" GONG. DU 8" CONCRETE FROSTWALL �Z 5TG VER Z 2" GONG. DU5TGOVER a) n � O ` ,A' ON 24" X 12" GONGRETE _ FOOTING W/ KEY;MAINTAIN O t C U 4'-0" MIN. FROM GRADE N +,2 a) TO BOTTOM OF FOOTING ', 06 (n N (a O+= EXIST. FOUNDATION WALL EXIST. FOUNDATION WALL L6 /�� N 0 o U) N Job no.: '136 date : 30 JULY 2018 drawn J.A.L. 5 E C T 1 O N = 5 E C T 1 O N = E3 ISSUED FOR PERMITTING 5 G A L E I / 4 = 1 - 0 5 G A L E I / 4 = 1 - 0 " � 1 • i I I I I I I I I i I I i 1 I I I I I 1 I I i i I II i--.—T---T———T———T I I 1 I 1 1 II v I I I I I I I I I I I 1 I I I I I I I I I I I I 11 lea � O I I I I NIAe`�o N 1 I I I OI— I I I I ` 8X21 STEEL�E-AM lEXIST�) T -�� i` - •o LLL—__—_ ___________________________________ \ p ---------------- ---------- —�--- M A I I QIU I I I J 1 y I I I I = Ip I I I I I > I Lc> t L L—" --------- U d X 2XI0 RAFTERS _ I cc I I I I I I I I I I i— W o . -X --- ----------- -----=--= O -----@ I6" O.G.7EXIST.) ---- I-- 2 G JOISTS(BEOW) X - I, . 41 I I I I I I I I • —EFL________________ __________`----------------------- r-- N •� 11Y ----- 2X8 RAFTERS @ 6" O.G. — tio E LVL (14LU5H --- ----- -------------- W/2 SHIPS --------- ------'I j1 I I I>II I , W p II^ I I 1- —————_—I -------------------------- 2X1 RAFTERS, l/5" AJ5-20'S - I " O.G----I.'I---------------------- -- F�1 •aul = @ 16, O.G. 1. --3 II ------------- -- -- ------- it I p 1^1 r^ --------------- - -- -------1-'''(I) 2XIO RAFTER ® 2 8 RID T J H d w -- --- --- _ --- -- --- --- - - -------- _ ' 2X10 RAFTERS _ Lu I ::EACH 51DE OF RIDG I 1 i fi w - --� - ----- - ---- - -� -- --------- HI -- --- - - 1 -I p 16" O.G.ZEXIST.) Ili------------- tv JA Z I li 1 --- --- •— Q ry ;---"POST" DOWN TO BEAM V r 2X1 RAF_TERSI 11 �y 'a --------------- N -- ---- BELOW W/2X4'S --------- ---- � Fil Cn N > I " O.G 11 I 2X8 GLG. J015T5 �Iw i i r J 1' i I6 O.G. (BELOW) -------------- - -- ----- -- Q�V - ----------------- ------ I L r 2X4'S DOWN TO.WA L B LO r1� fi , -- -------------- -- -- -------''-11 - 2X8 GLG. JOISTS 11 US" AJ5-20'S ii------- .----- - LJLVP 16" O.G. (BELOW) LL��S\ 0*0 V @ 16" O.G. --m--------------- -- -- ------- i1 q\l2 Irk I I I �12" L L POST DOWN TO WA BLOW I -- -------------- -- -- --- , N cn CU r > F (- \ a 2�, G c� \ \ \ \ \ SAS `\ �'�\� ��' \\ \ \ \ \ \ \. \ ` •V! m co Cu N N c 06 CIO cu \ \ \ \ \ 0 4--1 L.L Ion no.: I136 orate 30 JULY 2015 \ \ \ \ \ scale 1/4" = I' - 0" F I R S T F L 0 0 R R A L A N 0 0 F / I - L• I N 6 R A M I N 0 F L A N A-5 S G A L E I 4 - 1 - 0 5 A L E : 1 / 4 = 1 _ 0 ISSUED FOR PERMITTING / - G zt r•r—i •- ••,,.c�.ra sir aoaro Lewis Atr-Wr-w/CMe TEfrKiN ''OpL r N6 ae'SoEt/PIED; '„ a W � • ` ' • TOPBFQONO $f/IM � y •� - raxur 3 NIA: Ir/ATfi� ICOOf y � • t IGoS?2rA t`NYIZF VY •.� N 6= HAX 6°E.CCWgzL, TxvA/.tiriCN P®Iiv�- �r. 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D/A�ETERS OR /8"L!/HE7F.= SPG/CES s• avouir •HERLTi'� %Dft,7.'.QPPROY,9L REDO/RED FOR O.LrUR —s- : ALL -COMMER%,�AC .TYPE PDOLS. �Ll/V/re CD/l/ST�U T/D/V ;,•�® _-' "�I • DES/GN s 6UN/lf Sf/�9LL BE/31ACH/NE lvlzf® AND , '• I •a HPPL/ED PNEU/�IAT/CALL Y_ M/X 1H�9LL �E • TN/S DES/G// CONFpnw 70 La CAL CODE i9N0 ONE P//RT CfMf/YT TO 1c;0ve glv.0 R HRz,,- EOUA .-Of L/NE o I3ASE9 pgovi,�4 Pf.9SON.'gBzy LEVEL S/TE PARTS /.'4%z L/Lr CD//9P ST.Ptf%1/GTH COM,n•orvtr - RNDAPPROY<<D � 3A'JD PSi m 3SOATS • -� GaWMO [[61rP ' /V.9TURAL GROUND R//77//N-2 FEET AUTOMRT/C SURFACE SX/M/HER ° a OF TOP"OF 1547;Np 6,SqAj u//LL . RNY &YCEP770N L� S Lf/ATfIT-CEMENT,SAT/O S.Y.9LL /i•(7T a'CEL�L7 s ti REOU/RE; S!/PPLEMEN TRAR!' 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Y ve ti -e3 i / m • I C 1 Cpe Yam. p - t 1, i i a � E o rib EOVAL 4 EWAL (e]) c to I WT' S o B -- r , `> - �,� 10'CONCRETE FROSTWALL _________________ ON CONLREre FOOTING W KEY C ;- ----. , MAINTAIN 4'-0'MIN, FROM GRADE T,D BOTTOM OF FOOTING ______________________________________________________________________ ______________ -_____-_ _ .� Ln i ------------- I______ ________ _ __ DRILL e4 REBAR 4'INTO E%.GONG. WALL a FOOTIN6112'OL.VERi. C SECURE W EPDXY GROUT;REBAR TO PRO CT 12'MIN.INTO NEW CONC. 5TORAGENTILITIE5 I WALL a FOCTINS CELLAR snsH '^ �y ~ -- 5TORAGE �i v 0cu U .r ExISTING FOUNDATION WALLS NEW BEAM U PoGKET IN EXISTING L EOVAL EQUAL 5'-8 21/32' 5'-B 21/32" 5'-6 21/32'i -9' Ic � i I ORANL )13/4'X 4 I/3'LMl 5I 13/4 X 4 I/2'INL-1�1 13/4'%9 I/3' VL ' ' , ALIGN WALLS , i i , _ __ _____ _____________ 10'LMI WALL ' DRILL e4 REBAR 4-INTO E%.CONL. WALL a FOOTIN6 n 12'0C.VERT. e SEG I W EPDXY GROUT;REBAR Q TO PROJECT 12'MIN.INTO NEW GONG, CELLAR SASH 4' _ WALL F�TIN6 _O EXISTING 5TW WALLS VERIFY EAST.FRAMING CONDITIONS PRIOR TO ESTABLI5HING TOP Of '_ C WINE UT L.: NEW FQ,NORROST WALLS(AD. T FOUND/FR(yiI A5 NEEDED UP, 5T1 TO MATG11 EX LAST %4 KEY IN FORM ALIGN WALLS F - CN OPENING IN FOR F T WALLE- momc o Eb u -c N=..I OF SLLABiO = nceiQ`_:�oQie MILL>4 REBAR 4'INTO EX.CONC. CUT OPENIN161N EXIST. WALL a FOCMNG 0 13'O.L.VERT. BUILD W WALL AS NEEDED WALL TO LEVEL OF E e SEGLRE W EPDXY GROUT;REBAR AT E%ISTING SASH OPENING X LV5TLP/ER TO PROJECT 12'HIN.INTO NEW CgNL. 1 WALL a FOOTING + - L- 1 c mm VENT _ ________ _________ _________ ________ , 10.CONCRETE FROSTYIALL ___ _ __ ___ _ _ L__ ___ ______ _ ___ ____ _ _ _______ ____ _____ __ i `eR2a�O p i m o ON 24'N 12'CONCRETE -� w _____ DRILL s4 REBAR 4'INTO EX.LONL, .1. r mi'o� - FOOTING W KEY , — __ ____ _ _ _ _ _ __ _ ___ _ _ ____ _ ___ _____ _____ _ VENT _ ___ _________ _________ _________ ______� WALLA FOOV- IWo,VERT. _ ____ _ ____� __.4_ro. u?m_ MAINTAIN<'-0'MIN. _ _ e SECURE W EPO%Y GROUT;REBAR ' TO PRO-ELT 12'MIN.INTO NEW CONC. OPENING 14 ® ' - - fROM GRADE TO WALL a FOOTING P • 1 BOTTOM OF FOOTING - f. 5 1/2 4 1/2' u i V _ RAISE LEVEL OF GRADE O PORCH ' v ' o _ Ll _ _________ _ _____ _ _ m , PROVIDE B'OF LRI51ffO STONE W A �•�`�nV 1E 4'HAACHED CONIC.SLAB ABOVE W -I - •_ �1 3'BLUESTONE PAVERS FLOOR __'. i___ _ - f +'' U OF PATIO(PITCH FLOOR/B'PETt 13' ---- --- - `---- --------- - ---- ---'--- -` I 13'-51/2' 10 3'-II' I i PYIAY FROM HDLSE) - ____ N- 1 v ^l I^ 4'THILK OM/0 ._ _ _____ _____ __ _ _ ' r �. (n W� VI - GRADE LEVEL W-10 3/4' --' l'-2 I/3•/- O'CONCRETE FROSTWALL - TO'a,PPORT STONE N 2B'X IT LONY.REiE o (� p• VENEER STING W KEY 5 STEP FOOTING i � X V O..] G Al MAINTAIN 4'FROM HIN To (l O�0OT1N's 5TORA6E I I W (d N m,0 4 GEL SASH 4t•N� en DROP TOP OF WALL '_ 'B Q I^ V�I m TO GRADE AT PORCH - W-2• n 4.-2- STEPS _ - x� �� QL TOP OF BE BELOWLHOI` (3)13/4TO x a/ VL -�_O ,I ( 1.3/4'X 9 I/3'LVL KN! •� O FOUNDATION O -24x24 \ ^ a BEAM POCKET \ - e. 4-1 A5 REQUIRED \ N O O I - ¢0 000 tL FOUNDATION PLAN job no. 0654 SCALE, I/4' I—O' date 11 XLY 2001 SCale A5 NOTED drams KMW rev. rev. 0 A- 1 0 ISSUED FOR PERMITTING sht: I of 15 0 4 � u A uQi �V EQUAL EOJAL IV-O' g .sS y 6'- I/2" 3'-O I/2" I'-9 9/4' 3'-I' 4 I/2" 12'-3 1/4" 3 gNm = � 9 IPE DECKING ON P.T.STRINGERS W'Fgry LB+ 1 ) 1X3AX8 RISER$ jlNyy_ •� vim✓ STG//++ "N �. A E - � E�VAL I;� EOUAL---- ----- - --- (=—- .. - .. DINING _ Ili I,li EOUAL c'uy'`� _(3S)TFELEELX,LIFMRAINMGE(TEW) SYSTEM C w Nh ' 5 FIR BEAM$END TO� 51/2'' 1 - - fd .. a _ PL�SPALIN6 OF BEP}r - REMOVE EXISTINGC"H0 ________ EDGE Ora kAT5LOPEDLL6 ABO`(E_ __ MEHPDAOTORANDLLC „ _ ____ O__ __ , CONFIGURATION ___ IMGOMtI'FIREPLACE k O 6.7 , ;¢REA��RO .. ` --------------------------------------------------- I:LINEN `,, co --- --- -- -- --- ---- '- ---- --- - - EDGE our cLG - -- M' Li KITCHEN : , : , ®% , FLEA-FRAME(TEMPJ __-_______ I NENPOCKETDOORIN: µ�. �%ISiINGWINDOYI f31 _N'L5Y5 .il :: , ---------------- __ _ ____ ________ _________ , 2X6 VtALl .___ AND APRLY LASING TO OPENING ii J 5?vE� INI REMOVE EXITH TUB {D. c FOYER I_________ _ _________ REPLACErLED MEW --- ___ - LU5TOM TILED SNIOFER i �: `I •: 2- TO/ O E EXISTING Y 1_5 AP6 INOT AI Wsi±(Li wINDOWs +, ,• of '`-- nMO" WINNING EXISTINGAND PATCH " v /IgryT��\ _ , OPENING STUDY 1 1 i [ FLAT CIq_ABOVE7----------- ------------ PO - , - - wPPLIE GH G { - � __ Al Tw 34s10 ewAL EOIAL PANTRY I BAR l D Im 61.X 6-O 1/ 4 1 _ r-0xr.,A 1�,` _ ROGLE VALLEY 4981(IbJ L �((u�u�( y m B rm B a > o Wn/410 (I GJ 14'SIDELI `,' < - 14 I� _ Ym'n°3 oo n��a FLOOR EPAVERS AT ^\ - b f 9' • �a�lla Fu_Q`mo_N - FLOOR OF PORCH W �q - fRD:4-6 b-II I/21 a - `�- _m FIELDS S10NE VENEER AT Q '4= I N' '� B Al _'s< =_=o_:o_m'F WALLS _ WW== • A� FYW BA R - F�b. 3_� "'c a ; g -- _ J � r _ mom : 12'S(T1ARE TAPERED - I - 2'd,': I/1' •I,`�4' 3'A' 4'-3 3'fi I/2' 3'-5 I' I'-0' '� .. -CRAFTSMEN PERMACAST 1 < n o COLUMN'BY,HBIG `i' :_ _ __ _ .I__ __ __ _ ____ ____ ' T (LOWMNS TO BE SPLIT - I OIIT TO REMV HEIGHT) •; • - ' t'-0' ,4 POST OW AS NOTED = •L I..EQUAL ; EWAL 4'-0D _ ELUAL E AL OVAL --------- - $16 rO�ET _ ___ IPE DECKING ON }�+ U ,y - PITCH FL RO FLOOR APPX. A Ix3/IX8 Pi STRINGER5 W RI5ER5 (J' /4'PER 12'AWAY -•. /_ ` 3 .. 0 O v - FROM HOUSE A'I -_ 2)DRYING TW 2432 J - W SOLID 6RPNITEJ - `.{� 2fi I/B X 3-4 l/b C I V //•�• q,r i BLOCK STEP'' RETAINING WALL AND TW 2.2 __ _ __ , O• t' RAMP BYLANDSCAPER \F 'Z \ X L DRY ``` . /1 �V�/� BES • - �K� IV/1I PROVIDE ICE I WATER SHIELD F ^` �-•I�.�• (n l' AND FLASHING AS NEEDED MOIRE W LARAMP LOCATION ZZ a �*= o F I RST FLOOR PLAN p4-J 0 L SCALE, 1/4- . 1'-0. Q_ _ 00u job no. : 0654 EXI5TIN6 HOUSE a 2138 561.FT. EXISTING HOUSE WADDITIONS a 2116 50.FT, GENERPL PLAN NOTES EXI5TIN6 GREAT ROOM v 256 W.FT. PROPOSED HOUSE ADDITION5 12350. FT. WALL/DEMO dale 11 XLY 2001 EXI5TIN6 GARAGE 454 50.FT. PROP05ED GREAT ROOM-601 50.FT, E XISTING BREEZEWAY=95 50.FT. PROPOSED 6ARA6E5TORAGE•196 50.FT. -ALL"T.W 1_5 TO BE 2%65 0 16' PROPOSED MUD HALL/CONNECTION.411 50.FT. ______-. W 1_5 AID ITEMS i0 O L;ALL INT.WALLS TO BE 2X45 R 16' SCdIe AS NOTED BE REHOVED OL.ME55 NOTED OTHERW15FJ TOTAL-5023 50.FT. TOTAL•4151 50,FT. - EXISTING W 1.5 TO -WINDOWS BY'ANDERSEN';400 SERIES dram KMW REMAIN TILTWASH UNITS(REFER TO ELEVATIONS FOR GRILLE PATTERNS) rev. HEW WALLS -FRENCH DOORS BY'ANDERSEN';4pI SERIES TILTWASN UNITS(REFER TO ELEVATIONS rev. DEMO NOTES FOR GRILLE PATTERNS) - L -FRONT51DE ENTRY DOORS BY < 'ROGUE VALLEY'Nr TO BEREMOVEO AND PATTCHED ASLSA-2 NEEDED OR REPLACED AS NOTED. -REFER ELEVATIONS FOR WINDOW 5 HEIGI&HTS ABOVE wBFLGbR AND ' PND GRILLE PATTERNS ' O ISSUED FOR PERMITTING $bc: 2 of Is V E -------------------- u Y P.. r ' rn a ---- -- - r BEDROOM 3 ' EXISTING WINDOW TO BE r = - � - r FIT AA E HEW ROOF TO fd D.q. Li i_____ MAL' EQUAL '. _ - � N i OPEN TO� _ BELO W _______ ______ _ •— .. 3-OM-O BATH. CD i r r r . _. •~ 1 i AL1"GREASE OF PORCH EXISTING WIDOWS TO • --- ----- ROOF WITH FACE OF EXISTING O:PATCH WALL r � ..r SHED DORMER(RAFTERS 1 NREEDED ' r r O SE ERALT ON EXIST.MILL - , AND - i EXIST.RAFTERS) ' •. -. SITTING - r r • "'X XISTING EX1511%AT FOR ECUTAWAY • WINDOW i (ANGLED FOR DRAINAGE- , r , REFER TO SECTION B/A , t _ ' r �e=_uQat^ Sig r , _ -- - _Fm o�rnm r r n r r B Al - - —@Fmo „e ---- -------- - --------- r- - - - ^ — +' U fd+, ' O 0 0 - --_ V) N Ai .0 ro__ _ __ O - - .• _ = u rr , r r ---- - �. � o V) c O o �CL o +j N 0 v Ln S E C O N D F L O O R P L A N ExIsrING NousE.lase s.P. ¢ 00 U N SCALE. 1/4" - - job R0. 0654 date 11-LLY 2001 scale AS NOTED . drawn rev. rev. a A- 38 . ISSUED FOR PERMITTING 5bt B of 15 P o f Exi F te g ___________ b• y2 : : , LNDRY. 5b Po s a•p o� '\ a *P sbi A � -rl•� Vj GJ'� �P t0 u NWrn Ay.� �el�°FJP�p is es 40 COW ;c FPS° . . . - P." e•0 w-0 q.A .O go bhJ'i z Ila 0 = x3 ---, ° J1 FOUNDATI ON PLAN ( GARAGE ) m �;m F I R5T FLOOR PLAN ( GARAGE ) SCALE, I/4 _ •- ➢� D' �"� � .L 1 � " - °A 91 � /�' � / �•� M""�0 - - - - `�mmmm�m— me mE - T, N Eon•� _ � u �� O v CL y O \,o 0��/� 1 1 ALL EXT.WILLS TO BE 3X65 V I W v . OL.:ALL IW.14AL1-5 TO BE 2X45 O 16' oz.0USS NOTED OTHERWISE! I,n^ V) O fib• AA TIL5H UNITS(REEFER TO ELEVAARTIONS FOR GRILLE PATTERNS) Q 1.0 -T LT DOORS BY'AN To LFV TIO SERIES FOR 6 IL UNITS(REFER TO ELEVATIONS " 1' > - FOR 6RILLE PATTERNS) N �.� O 11 b O b - -FRONT/510E ENTRY DOORS BY Q 0+ I VAL LL .q 'ROGLEY' .2 0— REFER TO ELEVATIONS FOR WINDOW W/ �+j Co ANO 6RIILLHTESPATTM5 LOOK ��L V O - (A 00 U c� /o x job no. 0654 a> b•.h J1 TA _ _ dale IT JJLY 3001 mob• 5 scale As NOmo xg °h dram KMW A TeV. - F 0 o S E C O N D FLOOR PLAN ( GARAGE ) 61JE51'SUITE 610 S.F. ¢ SCALE: I/4" I'-O' A -4 . 0 7A H p ISSUED FOR PERMITTING sm: 4 of 15 + I + u c o � V APPLIED THINSTONE CENSER TO MATCH - MASONRY LMMNEY F f0 . IW THIN5TOH VENEER A'1 CONT.RIDGE VENT CAP TO MATLX EXISTING < y G C ` ARCHITECTURAL ASPHALT M - ROOF 5HIN&LE5 (TO MATCH EXI5TJ EXISTING H0115E� A'I - ALIGN ROOF ` AT NEM BREEZEWAY r/1 Np WITH E%I5TIN6 ROOF O E e RAfTER5 BEYOND L i• CUT IINTO ROOF FOR - WINOOW ACCESS;PROVIVE - 3:I2 ROOF BEYOND PAN P SXIN6 COPPER AI.I6N GREASE OF ` 13 PORCH ROOF A"EXI5T. S.B FLOOR • . �`� C ILSI9PLAT— ME WALL 0 SELOHm FLOOR rffw ROOF PITCH T.ME. pORR L AND T�X75?. H7€RGE I A -O MATCH EXISTING IXS/IXB RAKE I IX NEW%FASCIA W a801B SUB RAKE ON%BLOCKING BED MOULDING ON IX FRIEZE - TO MATCH E%ISTINS ON IX 51.01N5(TO MATCH - EXISTIN6) - - W C.SHINGLES W/ - _ 1X4 HEAD/.IAMB - - WEAVED CORNERS ifl E%IS1- 0 MATCX _ - - .. (TO MATCH E%ISTJ IEWIXB FASCIA W/-8018 EeEED MOAPIN&ON IX FRIEZE ' (To MATON EwSTIN67 - E%ISTING) - Lam` "S FLOOR REMR FIRST FLOOR GRAFTSMENEN PERMACAST - .— -�5TI� •— • - COLUMN'EY:H6+6 (CXLMS TO BE SPLIT w V - - POST pN.AS NOTED - - - " 1X3/IXB SKIRTBOARD � IYMXB SKIRMOARD ' - I � � I i - 5'STONE VENEER ON ___ ____ ,0,*1 THICK O•L BA5E/ 5HLF -------------------------- • - TOP OF SLAB , F R O N T E L E V AT ION SCALE: 1/4' a I._O. • - „ - . _ APPLIED THINSTOH • - _- E_ _ VENEER TO MATCH CHIMNEY m o&5 A . - - - ALIGN NEw ROOF W1T1 - ". p - ex15TING ROOF .. - _ 'm 5" m MASONRY LHIMHY r u�m ' W/TXINSTONE VENEER O�+» ARCHITECTURAL ASPHALT _ - - ROOF SHINGLES - (TO MATCM EXIST) - ta a3BLCG CUPOLA BY B �b m_o c ma^_a me - - LAPS COP CUPOLA12 11 r-ya CO Ni.RIDGE VENT LAP - N$WI%B FASCIA YW-BOIB - 4 1/2 V. �I TO MATCH EX15TING - - - a BED IX&FASCIA ON I%FRIEZE ON IX BLaKIN6(TO MATCH EXISTING) IX311AD RAKE:ON IX BLOCKING AT DORMERS REMtIG TO MATCH r�v V mT+'m EXISTING A, oLOT A�ST�MNDOw Iv (d - O O (V IXSRXB RAKE:N IX EXISTIN6 HOUSE - sUB RAKE ON 1X BLOCKIN6 RETURNS TO MATCH O.� EXISTING u -TETf9-N - t� row C SEFLOND FLOOFTGPR FJ Q z 1 SHE/JAMB 1X3/IXB 5KIRTSOARD - .� LV . IFIEO O L IXa WE DECKIMS ' O S ON P.T.DX FRAMING AEAVED CORNER -v N O " (TO MATCH EX15TJ� I Q(^00! T W R v i W V - iOP TLVR_b AR7� lob no. oBsa OF FO1N✓D_ date 11 J LY 3001 I i I I • SCaIe AS NOTED I Nl PE________________ DECKIN,5 AT SIDES dfdW _____________________ ___ i � 'MINpFIRSppAE4 KMW TeV . 10•DIA.CONCRETE TOP TI18E ON DB'DIA. rev. SB16FOOT•FOOTING OFSSL AB o R 1 G H T E L E V A T I O N ----------------------- ------------------------ A- 5 8 SCALE /4" ISSUED FOR PERMITTING I 5nt: s of 15 APPLIED 1IN51ONE • ~ u yl -{ - '�--{' VENEER 10 MATCH ROOF BEYOND CHIMNEY CONT.RIDGE VENT LAP TO MATCH EXI5TIN5 F m� Al MA NRY CHIMNEY •. -- - W/THIN5TONE VENEER ZJ - Yn E ARCHITECTURAL ASPNAL " •. 0tJ RWF 5HINGLES (TO MATCH EXIST) NEW I18 FASCIA NV d0018 BED MOULDING ON IX FRIEZE ON IXEXISTIDL CNING(TO MATCH C 12 - O) �a SJB FLOOR - U ,° - �T.ME - - ...•. T75 ems. IX TRIM a CORNERS - - - -. SECOND � , 1X311XO SKIRTBOARD ,.. IX4 VERTICAL IPE DECKING AT$IDES F• - - - �OF _ O .- FLOOR FIRST FLOOR ` ar V/ • « r r s y ' a r Iz4 VERTICAL IPE __ _______ ______ ________ ____a DECKING AT SIDES I OF DECKE YV I/a"MIN: AC i r Him IO'VA.CONCRETE - - - . :.. a. _ TUBE ON 28 DIA Y - - - y �BIGFOOT'=00TIN6µ, r REAR EL'EVA-TI ON .. 5CALE at/4" I'-0' a r _ APPLIED THIN5TONE VENEER TD MATCH e CHIMNEY _ CONT:RIDGE VENT LAP O MATCH EXI5TING .. t , NEW IKB FASCIA W/t801B� .. - Al — _ _ BED MOACINS ON IX FRIEZE u s - _ 09—IN fir. - . - - ON IX BLOCK NG TO MATCH' CAPE COO C OOLAY >m 6 Eo n: .. •. _ o Ex15TING) - _ > - I _ - - _ - - GUT INTO ROOF FOR _ _ — —o WINDOW ACCESS PROVIDE-` _ _ sw ~c - ARCHITELNRAL ASPHALT _ B m . - LEAD-COATED COFFER - _ wa PAN FLA5MIN6 1X5 FASCIA .. r' ((TOO ATHCH'E ST) — Qam o.M .. .. _ AND IX4 RAKc'W/W.G. .,: 12 n '3 0 — - _ SHIWLESATALLS - 2 12 B-13a 9 _ n iY mw�m�°mr Eog z L4 HEAD/JAMB m c—'aca cm _r A51ryG W/SILL TO ^—F o =c•`+ _ y (u ^l I^ 4y,' `EXISTING MOPE 1rt3ELOGKAING AT�DORNffR W ro -« EASTING TURN5 TO MATCH 0000 ^ _ - EYDND a 1 .. WL.SHINGLES V NJ - WEAVED CORHER5 r . - (10 MATCH E%ISTI �i - - _ W/FALIGASGIA AT AROUSE V/ //ij V � ADDITION 5UB FLOOR S 0 5Ec0 Dr�PLOO N C. t<. _ r-—� .Dni�ERHABRACKEr > - .. - pOp��tS BY LCPAY A. - O tj - (OR SIMILAR) a - _ •M,,,a .Q " 1✓ q'1401 CONCRETE — PRON — — — — — — — — - - - — ¢(n000 w -- - - - _ — — — — — _jOP o •. - job no. : oBBa date n XLY 2001 12'$01JARE TAPERED. "CRAFTSMEN HERMACAST - - SCdIE AS NOTED COLUMN.51:(COWMNS TO BE SPLIT:- I' r LUT TO REORD HEIGHT) ' -- ----- - ---- ---- ---- ---- - --- drawn . jII','�II POST DN.A5 NOTED KMW r r-M rev. - r r '. IX3AX5 SKIRTBOARD .. I I t ' TOP OF __ -. ---� ------ - S"STONE VENEER ON I. _ feV' at r SHELI GY 6HU$ASE/-_____ ______________i 4 'I a LEFT ELEVATION -------------ELF -_, _ SCALE /4" -O•• - A-6 . .. BEYOND ISSUED FOR PERMITTING Sbt a of o Eo E - ~ L - o n U w x e v56CC-6 CUPOLA BY .. - .' LAPS coo WPOV., - < •, 60 .36LC-6 CUPOLA B LAPS COO CUPOLA - .. •. Al AR ATECNRAL ASPHALT - •. - - "... O ` ROOF SHINGLES _ ^ ,� RI WE AT HALL HALDORMER WI a". - (TO HATCH EXIST) - - - W - GAF ROOF SH ELEW IA-TRA° CONT.RIDGE VENT LAP _ - t0 MATLM EXISTING (TO HATCH EXIST).. - .. 'S NEW HCIFASCIA Wx eBOIA NEW IXB FASCIA W/.AOIA: ', -. BED Mg11.DING ON IX FRIEZE EEO HLVLOIN6 ON IX FRIES ON IX&LOCKING(TO MATLN - ON IX BLO 1146(TO MATCH ry EXI5TIN6) p • EXISTING) 12 i r ' RETURNS TO MATCN - T I/1.. • - ' - »• — .!SECOND FLOOR - :.. E%ISTING SUB FLOOR .. R - F. _ o SECOND FLOOR WC.SHINGLE5 W/ WEAVED GORNER5 - - _ - - YS WEAVED CORNERS (TO,MATCH EXIST)- (TO MATCH EXIST) - v - ohm �c� - IX4-NEAD/1AMB - i' •: „ 1X5 HEAD/JAMB - — — c 3 CASIN6 W/SILLx. -• . r• ,� — —<ppQ ma ' TO MATCH EXIST. - . `.� TOP OF FOIMD. �. TOP F Fw '3 m — — — — — — — — — -- — — — o No.. - ..� •. -: � 3',O:.LONCRETE� ::._ .t��.' �_ � „b m a ct RE, F APRON .. u r. . _70P GF FOUND.b ,� _____ __ ____ __ __�� ." TT Ln i__ ___________________________________ ____ J______ _____ __J - - - - -` s x ____' N____. 'V r - - a 'A r• - _ PARTIAL GARAGE ELEVATI ON PARTI AL GARAGE ELEVATI ON �•�� ro SCALE. 1/4' = 1'-0- x .. v .5GALEr 1/4` = 1�-0" r. Q� � '^ N r ¢� N V1 0 ro } > c — W o �� o +�N 0 a� (n o0 U w job no. 0654 - ^ y date IT J)LY 2001 - . - scale A$NOmv - - - - - dram KMW .. FeV. - .. rev. A-7 8 _ ISSUED FOR PERMITTING sbt - of e - - RIDGE VENT LAP RIDGE VENT LAP' ay E H OVER(I) 3/a"%Ib' O T - OVER(I)1 3/4"-II T/b" LVL RIDGE BOARD' M y O " -• LVL RIDGE BOARD N N V (NON-STRIILT/EYONOI (NON-STRULNRAU W .ALIGN NEW ROOF WITH EXISTING ROOF PLANE r. ` I'-O ARCHITECURAL A5PHALT �'A •l"l - 0XB RAFTERS ROOF E5 O e Ib'OL.UP TO 5/B'Lox D%FL PLYWOOD ~ t S RIp6E _ b'LVL RIDGE; 2%B'S O Ib'OL. {�y,1 f0 LL'RIDGE PROVIDE 2X BLaKING W . (NON-STRUC IVPITLH70 N(GN W/ROOF OND V 5 R INGTT'ES ASPNALi 10'-O' 12 12 J�OV, 2AO5 10'0C' - ARCMITELTURAL ASPHAL - 2XB L ROOF 5HIN6LE$ - $/8"LOX PLYWOOD EXISTING RAFTERS IXb ED E e LTR. BEARING ON KNEE WALL E I ARD12 13- TOPA'F DB - O BE FASTENED 0 - PLATE O BONUS NEW EXCESS TO RAFTERS 10. 10./ 12 - (ExGESS TO BE REMOVED) E%I TING BEAM,SOFFIT + - - 50 FIT,COLUMNS AND 2XIO LLG.LOI 5' - E TER$i0 BE I0� 16 OG.W/ - ALIGN CRE4SE OF - 3.... D - I/2'GYP BOA - b (2)2x105 AT ROOF OH 1X3 STRA < ' E . PORCH ROOF WITH EXIST. WINDOW ACCESS R-30 F.S.IN TION INTERSECTION AT DORMER 12 t« WALL AND HO15E ROOF LVL INTO ROOF FOR a - s _ 5,/- - WI XB 31M.W/ NWW ACCESS;PROM E BONUS - ,� - T. x '. TO bxb POST ON, - - ",, FLOCKING A5 NEEDED '`, - PAN FLASHING .. �: 3/4'TlG PLY OD - HB ' � - 'r' � " .. T TO ALIGN FRIEZE - 2XB LLG.JOISTS r :A,_ b15T5A0 6 F ry TOPE OBL. .:. 1/Ib•OL.W - 1�3p Fb.l TILN. .. -.-. PLATE OM1D HALL In'GYP.BOARD - - ,•- - /4'CONi. L RIM r ALIGN W/ - 2ON-30 STRAPPING - : 1 FLR _ ` t EXISTING HdY�E R-30 F G.INSULATION 6 v�LO �J C i TE 6 RAGE w Im 12•SWARE r MUD HALL - - (3)1 3/4•x r 1/4•wL (n 'CRAFTSMEN ALAS '0 .(' ) . LOLUHN'BY: G .C.5NIN6LE5 x _. Dom(BEYOND) 2X6 POST (C�UMNS TO 5 IGT O I.LOX PLYVYTOp - - i Sm/B F C.GYP.BOARD .. CEILING l HLVSE WALL w l T _ _ e J -,y a POST DN.A5 - X65•bloc.OL. 3/4'TIG PLYWOpp _ II 1/B'AJ5-20 FLOOR WI2XN6 STEEL BEAM W/2X e J05Ts 016'OL. - WL.SHI L - NAI R T a NG ES LE BOLTED O TOP P.T.SILL R-19 F6.INSULATION .. PORCH .. _ N R m EL05 O E E In LDX PLYWWO FLANGE OF STEEL BEAM ` n RISERS!PO 2'ANCHOR a W 3/4'LONi.LVL RIM r ' : .. - - LTS 0 6'-0'O 2X65 0 Ib'OL. PROVIDE BLOCKING l 5/8' !Q, BLUESTONE ( ILAUF GYP ..- L.G BOARD AS NEEDED f0 LAND NG _ - : Q 1,111 w FLR. - iffLus vAr ST�IRriA:1 _ - - - 5T0 E/GARAGE m� f"'4 , O FIRST FLOOR a IRST FLOOR -' - TOP OF.wB FLR - FOV DATION WPLL - 0 FIRST FLOOR (4)2X6 POST m MEYONDI _TOP OF FOUND • `m/ V a . _ a t WALLIF GARAGE SLABS TO SE 4' �'" r a•HA)NCHED coNc.-. - BASEMENT. _ .. - CONCRETE(3500 PS)ON - •— 5'Z q ,.'' Y,• - - VAPOR BARRIER WITH b 1. BASEMENT SLABS TO BE 4' WELL4 RAD ED GRAVE L YV LNU AS - e 1. a•; CONCRETE('000 PSI)ON .: e ___. ___ _ ' DE115Ptt�a%6XMAX1.4 WIRE M £Y` V - REMOVEEXISTING. ., '.r-.,-_ _ +. :.r. __J�,. _{ bMIL.VAPOR BARRIER OVER :'... a.. S , - - +• 1 MESH FRAME:wA8 TO BE L FO o b'WELL-GRADED bRAVEL _ .. _______ __-_______ _ __ _ - .SLOPED APPROX.3 DOWN - 1 _ .Si TO OVERHEAD FROST a , :y - .. 10'LgNGRETE '^.... DRY DEN51tt - i= » WALL .. c. - . - CONCRETE FOOTING - -. - - W/KEY - _ TOP OF FOOTING - - _ - _ ON CONCRETE FOUN L - 4 ' - s - •, (TO MATLN EX15T) - - - WNLRETE FOOTING WAL . ._a° _..• .-. -. yw KEY _ • r IO CONCRETE FOUND.WALL _ a•. '+ CONCRETE FOOTING - 5 E G T 1 O N fi W KEY 5 E G T I ON 5 C A L E 1/4 1 _0+ _. v -_. .. 4 = . y - - - - . ARLHITECNRAL ASPHAL ` ROOF SHINGLES - 5/B'cDX PLYWOOD 2%B5 0 16"OL(DORMERS)- :. • + _ _ ' _* a -'.. 2XIO5016"oL. -'•. - .. • - .. - ARCHITECTURAL ASPHALT ROOF 5MN&LE$ - • _ ` .. 5/8•Cox PLYWOOD _ . 1Y.b. l - RIDGE VENT LAP ' - - 2XIo5 a 16.OL. - b-. - OVER(I)1 3/4'X 16' -_. - ' - - LVI.RIDGE BOARD - _r - - - _ - '. ,- fNON-STRUCTURAL)" - - -. •. '. NAIL RAFTERS i0 BE - �.: NAILED ALONGSIDE EXIST. - +' r - 'mUa o � - - 4 �e oim of ga ` '' II I C I II I I; I II :• II - '��. ro SECTION B ABavE - - - _ __ _ - - -. a I.z '•.. -' x + .. ;` - 2XIO OND ,` n ROOF 5MN&LE5 5(BEY )ON .... r - -ROOF SHINGLES WBX2 STEEL BEAM :z P - COX a� W/2x PLATE BOLTED• - '2XI L PLYWOOp ... 'L TO TOP FLANGE OF STEEL -`.. • - � •�.,- � '. 2XI05 0 16'O L. .. ._- .. _�m o et - � _ 12 BEAM:(4)2X6 POST DOWN- - -V'..: `r - 1 - ". - - -c n - - - DOWN AS NEEDED) I i' 77 I C I .. _ o _ 12 2XI0 LLG.JOISTS - 2X10 RAFTERS 0 16'O.L.W 4AFL— b'OL. : OIn"GYP BOARD ' a.ON 1G STRAPPNGR-W FG.IN5A_ATIONG5T.BEDRM. G5T.5UITE - 00MASONRY CHI12 3/4'Tb PLYWOOD (2191/2'A.S-205 -91/2'AJS-20 FLOOR (BELOW WALL)W/ TOP OF COL. 0x6 COLLAR TIES JOISTS 0 16'OL BLOCKING FASTENED \ - PLATEOFAMLYRM. 0 Ib'OL.W bx8 FIR BEAMS BOLTED TOR-30 F G.INSAATION - BETNEEN AS NEEDED OP OF OBL. ON 1X3 STRAPPING - . _ RAFTERS(SPACING OF BEAMS .wB FL.e (Gem) w/3/4'LONT.LVL RIM DBLL00R R-30 F6.INSULATION PER PLAWPEA F,m GARAGE— 5 WBX21BEAM ING (3 4'X 14'L _ W/2% BOLTED (U �ro n5/B' YP.BOARD ATION NLE5 L.SHINGLES 2%b POST BEAMTO P %POSTDV/PROJIDE 9 In'A _20 _ I/2' %PL W000. 1/2•LDX PLYWOOD_ R FLA D(O NE FAMILY M.0 16'G.G.KI 2X6 2X65 a l6 OL.BLOC NG AS NEEDED �2X6 TRIAN60-Aft WI2X26 STEEL BEAM W 2% (FOR INTERIOR WALL) A11 (FLL5H FAMILY.RM. Q - Q 3/ .6 PLY 11 i-20 F NAILER TO TOP CEILING)NG) , E BOLTED PT I TRll`f WDECORATIVE 2X6 ..SLL Ib O. F AM. - GOVI - m: OVERHANG ROV D OF STEEL BE STORAGE - 2A6 .T.SILL 1/2•ANCHOR R- INSJLA ,. PROVIDE BLOCKING!5/8' - - BOLTS a 6'-O"OL. W/ "LONT.L IM •— F.G.GYP.BOARD AS NEEDED P 3/4'Tl6 PLYWOOD -In' HOR MPILALI 0 N F BOLT o b'-0"OC.v W.L I 1,118.A,fi20 LOOft.SH N6LE5 IA � � Ir 1 P L) In'cox PLrWZD JD s s o a oL _(4)2%6 POST ON.(BEYOND) 2X65 0 16"O W 3 FG.INSULATION - ^' W 3/4"CONT.LVL RIM wB FLR SJB FLR. � O Z TOP OF wB FLR. 2X�a P T SILL o FIR FLOOR O FIRST FLOOR .j �••T 1/2 ANCHOR V V e FIRST FLOOR /�/�/O� . TW°PLO� PTOPOF BOLTSab-0'O.L. - ,^ W V I • ; (3)13/4"X 4 I/2"LVL .. -...• -- `'; (3)1 3/4'X 9 1/2'LVL r - - C GARAGE SLAB$To BE 4• 3 I/2'LAL Y LOLUHP' _-.,p Q = 3 I/2"LALLY COLUMN CRAWL SPACE job 00. OB34 CONCRETE(3500 PSU ON ON LONG. OO ING y Z ON CONC. COTIN6 F i b'WELL-GRADED GRAVEL + E COMP.TO R5%MAX DRY ____ 4.. dBIB I"1 DULY 200"I DENSITY;SLAB TO BE SLOPED _--____' CRAWL SPA LE SLA95 TO BE 2" CRAW.SPACE SLABS TO BE 2" '__---____' APPRNE 3"DOWN TO CONCRETE(3p00 P51) CONCRETE(3000 P5U ON scale AS NOTED - OVERHEAD DOORS - ' 6 MIL.VAPOR BARRIER 10"CONCRETE FOJND.WALL lO'CONCRETE FRO5TyWLL - - 10'(ANLRETE FROSiWALL ' ON 24"X 12" _ ON 24'X 12' ON COX 12' drawn KMW W RETE FOOTING CONCRETE FOOTIW,. - ON 24'XE FOOTING . W/KEY W+KEY - - WKEY LBV. '- rev. n S E C T I O N _ 5EGT1 ON D 5CALE: 1/4" L" '' 5EGT 1 ON N Y 8 r SCALE I I O - SCALE 1/4" - _O" A-8 : /4" = - " ISSUED FOR PERMITTING shto a of is " as E � g o � 'AJS]o5 •X II 1/6'LVL OG.13/a - \0. II 1/B'LVL LE06ER �\. �• tou J I I I. 117 o Q ww 0 R i 3)1 /4• 91/]LVL 3 3/4 Xa'l 'L 13/ X4 ]•L - L11 p Ila n p . n l/8•.LVI .o S 13/4 XII ems-<s oe O O (2) 10 I coU c LRol m gaga L L( ryD P _ -� _ dm ama om`e - - f9 to H .. - L �✓�� - A i 0 O N _ 0V) U Ul STRUCTURAL DE516N CRITERIA NOTES ¢� N � - FIRST FLOOR 40 PSF LL - ALL P05T5 @ ENDS OF BEAMS TO BE t C 2: �i 15 PSF DL (2) 2X6'5 OR(2) 2X4'5 UNLESS NOTED (Z._ o - 5EGOND FLOOR 30 PSF O 10 PSF - HEADERS AT INTERIOR DOORS v Q) +, FIRST FLOOR FRAMING PLAN ATTIC,/5TO. 10 PSF OF LOAD BEARING WALLS TO BE +-r N 0 (2) 2X6'5 Wl I/2" PLY. UNLE55 NOTED <V)00 U CL- s c A L E: /a• •-o• - ROOF 30 PSF - ALL WALLS WITH POCKET DOORS 15 P5F TO BE FRAMED AS 2X6 WALL job no. : oe3n - EXT. WALL5 15 PLF DL date n uLr�ooi - FIRST FLOOR JOISTS TO BE - INT. WALLS 50 PLF DL II l/V AJ5-20'5 @ 16" scale ns NorEo - DECK5/PORGHE5 60 P5F O.G. UNLE55 NOTED drawn KMH 10 P5F rev. mt - 2X POST DOWN rev. x - POINT LOAD FROM ABOVE 8 (PROVIDE BLOGK'G AS NEEDED)INTERIOR LOAD BEARING WALL A-9 o - 0 ISSUED FOR PERMITTING sM: q of 15 r. .. • Ey� E C W .a • v A 2%b GL6,JOISTS GV " (5)1 3/4'X 9 I/4'LVL(FLUSH AT LL5J 'r t�- PDXb5T. 14'LVL N ri ri r r r r i - FIR BEAM&80LTE0 TO V J -- - R5 N)($PAGING OF BE -. - .. U v) ' . « P PLA ♦ � w. � rr at _ y ❑ ADD(4)2X6 POP • mot- _ gyp/ . r U y ------------- 2m LLG. - - .101515 0*0 ` q•X16STFE6 BE05 AM_(FU16N • 2X8 Glb.J015T5 2X0 GL6.J015T5 - O Ib OL. O Ib'O.L. _ 3X8 LLG.JOISTS - OIb - P T (2)2X0 LLG.J01515 2XB GLb.J015T5 LUILI - - �� •16'O.G. zp OST ___ - __•r _ yc m lLbKdRSmUa 2m r � m • ^'3 e 2X0 GLb.Xl15T5 Nm ls 2X0 -6)2XB 13 2XB 3)]XB - 2 o'�Q _ i r ml i o e .r Pit PO56 POST �31 2X6 -�= mmmm <`m' , .. m ra m� AT LG 2XB LLG.JOISTS 2X 6L,-01515 - ^, .. . _ U 44 - N jr N � co 0- fu .0 ro V) 0 y rn c STRUCTURAL DESIGN CRITERIA NOTES -0 m U1 co FIRST FLOOR 40 P5F LL - ALL POSTS @ ENDS OF BEAMS TO BE QCC U- 15 P5F OL (2) 2X65 OR(2) 2X4'5 UNLESS NOTED + a j o - SECOND FLOOR 30 P5F �^ f�'C -2 10 PSF - ALL W W INDO 8 EXTERIOR DOOR 0� S E C O N D F L O O R F R A M I N G P L A N HEADERS TO BE (3) 2X6 5S N/ 1/2'' 3� � . -a 5 G A L E /4' a -o•' - ATTIC/STO. PSF PLYWOOD UNLESS NOTED N O o 4-1 lJ - ROOF 30 P5F - HEADERS AT INTERIOR DOORS QV)0o U Ln 15 PSF OF LOAD BEARING WALLS TO BE - EXT.WALL5 15 PLF OIL (2) OR(5) 2X6'S W/ 1/2" PLY.UNLE55 NOTED job no. 0654 - INT.WALLS 50 PLF DL - ALL WALL5 WITH POCKET DOORS date 11 XLr 2001 =DECKS/PORCHES 60 P5F TO BE FRAMED AS 2X6 WALL scale AS NOTED 10 PSF dramKMW 2X POST DOWN rev. , x - POINT LOAD FROM ABOVE rev. (PROVIDE BLOCK'& AS NEEDED) - INTERIOR LOAD BEARING WALL o . A- 10 ISSUED FOR PERMITTING 6m: io of is A ----- --- o _ e oD A V u O r NOTES STRUGTURAL DE51&N CRITERIA V u'f u Y - ALL POSTS @ ENDS OF BEAMS TO BE - FIRST FLOOR 40 P5F LL mAll (2) 2X4'5/(2) 2Xe S,UNLE55 NOTED 15 P5F DL - ALL WINDOW HEADERS TO BE (3) 2X&'5 - SECOND FLOOR 30 PSF T 10 P5F W/ 1/2" PLYWOOD,UNLE55 NOTED - ATTIC/5TO. 20 P5F _ 10 PSF b - ALL RIDGES OVER 20'-O" LONG TO BE (1) 1 5/4" X II W5" P - ROOF 30 P5F 15 P5F o - PROVIDE 2XIO LEDGER BOARD - EXT. WALLS l5 PLF DL @ OVERLAY FRAMING FOR RAFTER BEARING/SUPPORT - INT. WALLS 50 PLF DL I ""''� INTERIOR LOAD EEARIN& WALL - DECKS/PORCHES 60 PSF V rn - aNi h _ O L A N R'O �' P F�1 V o v r - e , K:6 ,"","," r - . - V � - a , ------.-- ----- ------ - ---' � 2X NIPS AND ,l J Ib'OL. T. i r rc - V ]%6 COLLPR TIES u , i i x rvp i n• t i • a r r i T/B• VL rObE r N-T - - — — ' r _ o i r r r r r r r P r r r r r i r i • moos � Wo ME y , TRI LARiRVfiES. 16'OL.(ALI&N CORNICES) • w c EXISTING 2X RAFTERS _ r.' o• -- rt H TO REMAINx— s- x .n 0 EXISTING 2X RAFTERS ^' ALIGN GREASE OF PORCH ___ _ , n '' r TO REMAIN - ROOF WITH FAZE OF EX15TING . , SHED DORMER(RAFTERS .. >- ____ f _ 2XI RAF _r r ' .- - • TO BE BUILT ON EXIST.WALL O c.' i••r d _ - , - AND NAILED ALONGSIDE _ i t EXIST.RAFTERS) r_ - W - - - O 0' ". 2XI0 RAFTERS TO BE - / NAILED ALONGSIDE EX15T. r� - RAFTERS(PITLM i0 MAE -� 2x10 LEDGER - EXISTING RAFT 'rREFE - ,r TO ELEVATIONS -- - �' %21 STEEL BEA (FLUSH AT GLT f]f 16 - - O - -- r - - --- r -- - - 0 — __ 2%5LOOKING At OVTAWA __ __ _____ - - - -_ FOR EXISTING WINDOW Oc. v - - - - .. ro� . Ia (ANGLED FOR DRAINAGE- a b'- 2X10 RAFTERS L— REFER TO 5EGTION) _ _ r i - A. i. t� U___ __ __ -o • fly V C O` oo _____ _ __ __ �o rO O '(31 Y%6 •16 RAFTERS � �� .� • I= 3a om. ( 2x10 RAFTE T� 2x16'o.c. _ . .. Q � 2X10 RAFTERS LL i � O - (1) OO U o�c PT b' 312 -IT 6x6 "-P. 6%6 -p 6xb 2XIOO FTERS {. . POST P T P T p fob RD. 0634 2XIO RAFTERS date 17.LL,`2OOI _ \ scale A5 NOTED �. - .. drawn - - T rev. R O O F FRAMING PLAN = rev. SG AL E: I/4' a 1 _0 - Q - 71 r ... s 16 A- 1 1 ISSUED FOR PERMITTING sbe n of i3 4 , m I , ao 0 q o .y u•�Y � y (2) /4• 9 LVL (711XH fFLV5H AT LLGJ (])1%8(FLUSH AT LL6J 3 lAl < Co 01 O 67 P a � L F I R 5 T F L O O R F R A M I N G P L A N ( G A R A G E ) LT -in-Ah m.o SECOND FLOOR FRAMING PLAN ( GARAGE ) r` -' SCALE: I/4 O:. ' �ooV oTm `em ]XIO RAFLERG SCALE. I/4' I'-O" ^cusm— � ^—mo—mco cn L2m NOTES ° mow E' Q L N 1° �s STRUCTURAL DESIGN CRITERIA 0 U 0 0 - ALL P05TS @ EN05 OF BEAMS TO BE - SECOND FLOOR JOISTS TO BE r� 0 0 (2) 2X4'5/(2) 2X6'S,UNLESS NOTED 5015E-CASCADE 9 1/2" AJ5-20'S "„ ®oc �� ..I- - FIRST FLOOR 50P5FF- DL �'� c0� 16' O.G. 1N/5/4" RIM J015T, - ALL WINDOW & EXTERIOR DOOR UNLESS NOTED 0 O m.— <n HEADERS TO BE (S) 2X6'5 W/ I/2" ,x° - SECOND FLOOR 50 PSF ' W 0 U x - POINT LOAD(FROM ABOVE) V"N o`��w O PSF 0 � PLYWOOD,UNLESS NOTED � � VI (PROVIDE BLOGK'6 AS REQ'D) f - ATTIC/STO. 20 PSF L1 N - ALL DOOR HEADERS @ INT. LOAD i`�'° 10 PSF Q — BEARING WALL5 TO BE(2) 2X6 W/ - INTERIOR LOAD BEARING WALL •* \ v - ROOF 30 PSF E I/2" PLYWOOD,UNLESS NOTED `�\ 15 P5F C +; ti C - ENGINEERED FLOOR J015T5 �, ° - EXT. WALL5 l5 PLF DL C C TO BE INSTALLED PER \ m MANUFACTURER'5 GUIDELINES x`ti`" - INT. WALLS 50 PLF DL N 0 c`ti AND 5PECIFICATION5 hl^ °"� QN 000 CD - DECKS/PORCHES 60 PSF 10 PSF P • 'p 1- VL., ;PRT I6 TO JOD f10. O63a Ib•LVL RID6E�PRpJI°E 1% • P (mftWOlodW T 0A EAR 0.12 E2SE I'1 JJLY 200I SCZIe AS NOTED P �s kl dram KMW .. rev. • .. rev. - - R O O F F R A M I N G PLAN ( GARAGE ) S SCALE: I/4 I'-O' s _ 12 ISSUED FOR PERMITTING :ne 12 of 15 28 REVISIONS: �S�• d NO. DATE DESC. N — i © - i ctj ..,_._.-- d� BAXTERS NECK RD, --- d d vc — LOCUS o A Gs POINT SABELLA ROAD NORTH BAY N I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION LOCUS MAP AND BELIEF THAT THE LOT CORNERS,. DIMENSION NSETBACKS S A D TO THE NOT TO SCALE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. i i OF CURRENT OWNER: RICHARD STEWARTCRAN + ` TITLE REFERENCE: CERT. 165719 L Q ! 48 FIELD A. CA PLAN REFERENCE: L.C. PLAN 3216E ASSESSORS MAP: 74 PARCEL: 24 4 7fZ 3 J�' ZONING DISTRICT: RF SETBACKS: FRONT 30' N/F PROF SSIONAL LAND SURVEYOR DATE SIDE 15' ,WILLIAM CRAWFORD REAR 15' �i ASSESSORS MAP 74 PARCEL 25 MINIMUM LOT SIZE: 43,560S.F. GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE il) 1,2 VERTICAL DATUM:. NAVD 88 �'9< <'O F F4,'r2 CERTIFIED THE STRUCTURE IS LOCATED IN ZONE X, -y,1 ` AS SHOWN ON FIRM COMMUNITY PANEL Tp .� -' �'` PLOT PLAN 25001 C0543J, EFFECTIVE. DATE: JULY 16, 2014 0, .>0 9ST �G 2'I�' 3 ��NE �'�--- ---`—..,, �o WITH `o � � qti� �o PROPOSED 46 , 646�-- S. F. 6 AD D ITT O N c" , AT --,KCK \ i #82 POINT !SABELLA ROAD , S r, y Zi PROXIMATE ATI `` \ \ IN LOCATION j n\ .� x \ +T� x 1 OF POOL -r \ -A 0 01 t' \ EXISTING �sy;> `�t -_ BAR N STAB LE N \ SEPTIC / / /"'".� -' "`�- �! EXISTING , / MAS SAC H U S ETTS � HOUSE #82 /' PATIO j '� ,' _ / (BARNSTABLE COUNTY o\ < G/ t T.O.F. 23.6 �\ CONCRETE r �. R=ss. ; �� N JULY 23, 2018 PAVER. / 50, \\/ DRIVEWAY r `� r .0• / 1 \ PROPOSED LOT 8 \ _ _ __ -- -- ---. 219±S.F. 9L LOT 42 \ - ADDITION OVER �- \ _ CA -_ EXISTING PATIO �� .'` - �2 N/F ___ --- i �� i COTUIT EXISTING • ��'00i �'' �� i BAY SHORES EASEMEN L •® ASSOC., INC. N/F �� •8y , "$3' R�� GBASIN r' MAP 74 NEIL & BLANCHE SOSLANO +� ?> > 3.42 PARCEL 20 ASSESSORS MAP 74 9 �� _ f �� ._ ,� PARCEL 18 ..--�--- "—•-^~.,,,,.�,�-- y PREPARED FOR: rM�N-� w� > �LA �QAD �-; ® RICHARD STEWART GE OF PP pOI{�iT �s� ----------------- _ � 82 POINT ISABELLA RD Eo HYDRANT COTUIT, MA 02635 ' oz_0 �' c.BASIN (508)420-•6335 • [IBSC UP 349 Main Street,Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2017 The BSC Group, Inc. SCALE: 1" = 30' 0 3.25 7.5 15 MUMS 0 15 30 60 FEFr PROJ. MGR.: CRAIG FIELD FIELD: DP. G/NM CALC./DESIGN: P.HAGIST BUILDING OFP DRAWN: P. HAGIST JUL 2Q� CHECK: CRAIG FIELD FILE: 8135--CPP4.DWG TOWN OF BARI DWG. NO: 5191--06 SHEET 1 OF 1 JOB. NO: 4--8135.03 28 REVISIONS: S� C3 NO. DATE DESC. � d D N — O I � — O � D — d d9ROAD BAXTERS NECK RD. — v `-� 10 LOCUS P❑INTSABELLA NORTH BAY N I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, LOCUS MAP DIMENSIONS AND SETBACKS TO THE NOT TO SCALE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. CURRENT OWNER: RICHARD STEWART �A H TITLE REFERENCE: CERT. 165719 LOT 48 W 3W* PLAN REFERENCE: L.C. PLAN 3216 E Ins A s ,e ASSESSORS MAP: 74 PARCEL: 24 ZONING DISTRICT: RF SETBACKS: FRONT 30' N/F. PROFESSIONAL LAND SURVEYOR DATE SIDE 15' WILLIAM CRAWFORD REAR 15' 114e' ASSESSORS MAP 74 MINIMUM LOT SIZE: 43,560S.F. 0 PARCEL 25 JDWATER OVERLAY DISTRICT: AP (NOT A ZONE II) �Qq� VERTICAL DATUM: N.G.V.D. 1929 V< . k ao - FOUNDATION RUCTURE IS LOCATED IN ZONE C, 1 �'� AS— BUILT )WN ON FIRM COMMUNITY PANEL \ � a 0018 D, EFFECTIVE DATE: JULY 2, 1992 OC'O �O '1 � q!9�'�F \NG SE��/ LOT 4 7 \ ��, AT �o c•�G 9ti� g��.o� \\ o� #82 o ,�F 462 6 46 S. F. \ �.�o POINT ISABELLA ROAD IN • CK \\ 0. BARN STABLE FOUNDATION EXISTING • ` • \ MASSAC H U S ETf S HOUSE #82 S �� 91�• T.O.F. 4.6' PATIO \\ (BARNSTABLE COUNTY) \ POOL x1 \� OCTOBER 16 2007 x � \ PATIO v _ 3 L=132.8g• 5 , i } ��► N/F R=56 0 , 4i COTUIT \� BAY SHORES ASSOC., INC. \ / - ASSESSORS MAP 7 PARCEL 20 8 \ FOUNDATION w , / �. . F� =--- — -' L 0 T 42 ____------- EXISTIN \�`� ! EASEMEN N/F64 - Et•`L�C.BASIN i NCHE SOSLAND 2 .9� R_273.42 , lRS MAP 74 -- `'�— —, PREPARED FOR: CEL 18 OAp �-- CAREY GROVER ISABELLA R GROVER BUILDING & REMODELING Eo�E OF p01NT ___------------------------- --- �" \ HYDRANT P.O. Box oso C.BAS 9F-e� M� COTUIT, MA 02635 Nr _e C.BASIN 349 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 30' 0 3.25 7.5 15 ►Us 0 15 30 60 Fr PROJ. MGR.: CRAIG FIELD FIELD: DPG/NM CALC./DESIGN: P.HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 8135—CPP3.DWG DWG. NO: 5191-05 _ - _ -� REVISIONS • P 9s29 SEPTIC TANK DETAIL. 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL . NOT TO SCALD NO SATE SOIL TEST Pifi DATA. # NOT TO SCALE • NO. OF OUTLETS cJ REMOVABLE 18 C.I. 42.5' TEST PIT 1 TEST PIT . #2 5. INLET AND OUTLET TEES TO BE CAST,IRON, COVER o0 o 000 0 0 n o 0 0 0 0 o p o 0 0 0 0 0 NOTES: 1. SEPTIC TANK SHALL BE STEEL FINISHED GRADE o 0 0 0 0 0 0 0 o d o 0 0• d b o ° o o b o o bb GRD. EL, 21,0� GRD. EL. 20.3' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. o --r-- - TEES TO BE CENTERED UNDER MANHOLE COVER. 2" WALLS o » o GW. EL. NONE GW. EL, NONE 2. SEPTIC TANK TO WITHSTAND H-10 LOADING C20K N. t"'- NOTES: d PERFORATED 4 PVC PIPE ° A AN 0 5� A A UNLESS UNDER PAVEMENT, DRIVES OR 1 0 " LOAM SANDY 5 YR 3/2 LOAM SANDY 5 YR 3/2 _ -1 1. DIST. BOX TO WITHSTAND H-10 LOADING ° 52 12 TRAVELED WAYS, WHEREIN H 20 LOADING o..+, o....,. o.. �» SHALL APPLY. M B UNLESS UNDER PAVEMENt, DRIVES OR d° o N 3. ALL PIPE CONNECTIONS D CO C ETE TRAVELED WAYS WHEREIN H 20 LOADING - o ° O O O p'�� O p O O O O O O p O O O O O O O LOAM SANDY 10 YR 4/6 LOAM SANDY 10 YR 4/6 CONSTRUCTION SHALL BE WATERTIGHT. T 2 fix x t 5 SHALL APPLY. " p0 0o d O � O d O b0 O O 00 00 O b ° b y 4. FILL ALL UNUSED KNOCKOUTS WITH t BOT. EL 18.6' 2-2e DIA C.I. (60# MIN.) MANHOLE COVERS " 8 2. PROVIDE INLET TEE OR BAFFLE WHERE 46' GENERAL NOTES: 3 3 MED. SAND 10 YR 6/6 MORTAR. BROUGHT TO FINISH GRADE 6 5.5 OUTLETS .. Cl TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR Ej.AN VIEW - LEACHING CHAMBERS 1' 1149 KAN IS tm I IE�I A 46 43 M,H. OPENING 12" MIN. 4 Cl 4 COVER 3" 'e .e ; ° .�e� " IN PUMPED SYSTEM. CONSIRUDISPOSALCFACKJTY ONLY. ' MED. SAND 10 YR 6/6 ,�' d � ! 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2. ALL CON UC11ON METI� AM 5 5 RAISE M.H W,C.. 4 BOTTOM ON LEVEL BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS.5 10'-6" SEWER BRICK o.e.-1 STABLE BASE 6" MIN. 3/4" TO DIP TITLE 5 AND LOCAL BOARD 6ti 6' r 10'-0" & MORTAR : �' 12" a CROSS-SECTION STONE" BRUSHED 4;+ ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36" MAXIMUM 12"MINIM M OF HEALTH REGULATIONS NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. FINE SAND 2.5 YR 7/3 ° ` ° ° ° °°° ° ° ° d 7 3" 5. FlLL ALL UNUSEb KNOCKOUTS VNTH MORTAR. o ° o O 000 O 0 d o0 0° ° 3" LAYER 3. ALL hIPES LoCATEr� L PA 'I` s C2 , C2 PRECAST SEPTIC TANK ` PEA5TONE OR TRAVELED WAY SHALL SCHE011L 10" 20" HIGH 0 00 0 40 OR EQUAL 8 6 w " 30.5" " 0�) DENSITY 0 0 (7 REMOVE INLET TEE 4-9 30 1/2 24 CULTECT 330 MATERIAL FOR LOCATED WITHIN 15O FT. OF THE FINE SAND 2.5 YR 7 3 EFFEC. 6 00 POLYETHYLENE 0 0 p UNSUITABLE 4• ANE NO �' 9 / 9 5-2 4'-s" 4'-0" MIN. oo•eoro aN -� 5'_4 15 1/2" DEPTH 0 LEACHING 0 0 O 5 ALL AROUND PROPOSED LEACHING FA*JtY Nth BOT. EL 11.0' » B07. EL 10.3' » XD - - z LIQUID DEPTH 01T - O O IF APPLICABLE ANY KNOWN WELLS PROPOSED wITF�iN 3 1d 120 10 120 5•_8" •: (a►s ca�rna) CHAMBER O 150' OF ANY KNOWIr LEACHING FAgLI'I"Y. i INDICATES : � PRECAST DIST. � � • _ 5. WITHIN LIMIT OF EXCAVATION DOVE 11 11 _ OBSERVED WA ie e .• • .•. . 46'° 52" - 46" WASHED STONE �+ -_� BOX 3/4 1 1/2 GROUND TE t ALL TOPSOIL, SUBSOIL AND"OTHER • : ='• . •' ,. 12' IMPERVIOUS MATERIAL 12 12 qua BOTTOM ON LEVEL STABLE BASE ° 30 I..' 4 a. REPLACE VtN CLEAN rI►AArs PLAN VIEW 7 1/2 22 OR OTHER CLEAN GRANULAR SOILS DATE: DATE. _ " ��, INDICATES 6 MIN. 3 4 TO _ r, r ,� t• *��. ✓ CROSS-SECTION VIEW _ � P $ ' TION �.,� CI-iAMocn _ . . , .- JANUARY 4 2000 JANUARY 4 2000 _ 1 1 2" STONE CROSS SEC O PLAN VIEW _r�St: LC CONFORiMING TO IME FOLLOWINO ESTIMATED / SEASONAL HIG;�. TEST BY: TEST BY: GROUND WATER SIEVE1b (MAX) 'Y ft MALL PASS No, 50 SIEVE THE BSc GROUP,. INC. THE esC caouP, INC. WITH Y• WITNESSED BY: LEGEND INVERT ELEVATIONS. <�O II or No. 4 8" SHALL WITNESSED B . L PASS No. 100D. MIORANDI D. MIORANDI INDICATES OT 4 PERC. , PASS No. 2O0 SMALL i 50.9 X SPOT ELEVATION TOP OF FOUNDATION 24 5 <5 �e � No. 4 SIEVE PEaC. -RATE: PERC. RATE: TEST li�� - „ .5 MIN./INCH N/A MIN./INCH C.B. 0 CATCH BASIN `O� NIF 4►� INVENT AT BUILDING 20.0 UMFORMITT COEF�`ICIEIVI' 6 No. 4 G.TRAP GREASE TRAP WILLIAM CRAWFORD _. 4 INVERT AT SEPTIC TANK (IN) 19.65 SIEVE </=6.0 SOIL EVALUATOR SOIL EVALUATOR �� SMH SEWER MANHOLE O ASSESSORS MAP 74 7. E�tISTIWG UTILI'I'IC*S I '... INDICATES 0 MIKE PETRIN MIKE PETRIN � UNSUITABLE TMH m TELEPHONE MANHOLE �qs� PARCEL 25 4 INVERT AT SEPTIC TANK (OUT) 19 4 IN THE f)RAwING5 ARE AF' ROXIMA"I+E� I F MATERIAL qG „ 37 THE CONT'RAC1M MALL W RE SOIL CLASS: SOIL CLASS: ;. UPTCa, UTILITY POLE / TRANSFORMER 69 4n INVERT AT DIST. BOX (IN) 18• FOB! tOPILlLY LCfdATINIG AND 1. . 1 urluTY POLE IV ti '`~� 4 INVERT AT DIST. BOX (OUT) 18.20 COOROINATING.THE PoOPO b -� - '1 No 5`I�Uell 1 -tAI"E h L.T.A.R. E- ELECTRIC LINE .P.D. 5 .FT. o EHH ELECTRIC HANDHOLE -` "�-/ \ �--� 74 G / O '�--_ - ---� N i INVERtS AT LEACHING rACILITY. 000ANY' Alt M .. O GMET GAS METER �� ; ```--_ �---_ , . , yy �` . ! DIG-SAFE SNAi.1. K Nam. -G- GAS LINE �3 THE STATE OF MAStCHIlJSEiS DATUM: ��• �. . _ cv GAS GATE >0 2 / `�.. •� .�,`- 4 INVERT AT BEGINNING D4 --�- \� OF LEACHING CHAMBER 18.0' AAt TTEELM1- 32 46 . YME VERTICAL DATUM: N.G.V.D. 1929 "" WATER GATE G / A``` ~` \� ENGINEER DOES NOT C"UARANIft D4 / `�, \ ELEVATION AT BOTTOM THEIR ACCURACY Oft THAT ALL BENCH MARK USED: RM41, EL. 48.60, HYDRANT NEAR HSE# 801 OLD POST IUD. -W- WATER LINE Poi -_. -__ \ 16.0' UTILITIES AND 5L1'��SL*ACE-STRUM BENCH MARK SET. NAIL TIN I MINUOUS PAVEMENT ELEV 27.4'. TP 1 TEST PIT .700• N� 5�� / �''' --- \ \, OF LEACHING CHAMBER ARE SHOWN. LOCATIONS A* L SE BTU1- # G gv 76.9 / `� \ , \ -� \ • �, ELEVATIONS OF UI�CERGRt�10 UT�f..Ifi1ES r TAKEN w'M RD PROPOSED , ` \\: ` ` � ' i TOF TOP OF FOUNDATION N PRO ILL NOT TO SCALE TOS L VOWY TOP OF GARAGE SLAB .� .' --- . ` p LOCATION AND INV�'TS C91:'::U"W • / GRADING z '�\ ` A` NO GROUNDWATER 26,1 � ...� \ � ► AND STRUCTURES AS F!'t� PRIO'� 01 111.0 TO THE START OF CONsIvUCTIt9N. /.- . \ 0 OBSERVED EL.24.5`, ,3g � ,,/ �� TOP FOUNDATION FIRST PIPE LENGTH rq4 /� �� / CONCRETE COVERS TO WITHIN TO BE SET LEVEL N �� ,� / \ ,9 8. THIS SYSTEM IS NOT FOR T ELF 23.0 ` FOR MIN. 2' �L L/b I \' \ THE USE OF A GARBAGE GRINDER. 6 OF FINISHED GRADE. FINISH GKADI� ��J /'� 2'' � \2" MIN. EL-19' � p ,, \ - II �9 A GARBAGE � IS NIOT;, f 4" PVC (PERF) / / / /� ��$ 1 ) J �fi ''` RECOMMENIfD DUE TO REO� �, �' / r /Q' 1 \ Q•W '� DESIGN CRITERIA: ADVERSE IMPACTS TO THE LEACHING Ix dN � ,� 46 �6461 S /F . FACILITY. _ IFAC`NING rHAMPEIaS 4 _. __ _ 40.1 ` \ CH 4 PVC` gf:M atT - __.. / i n-� , � u- DESIGN FLOW: • .. tl.o' h•19.4' I 1�V. 4 BEDROOMS AT 110 G.P.B.lb 44U G.P.D. N.o r / \ M16w Ii9.65 I=18.37 �'I BOX N STONE ti4 L f \ N ` 3 OMV UTLET 1-18.20' \ ,,, a x Q '�. A 1 .,�TERR CE DIST. BOX 5' / ��, F, �� W ,3 { \ 1500 .GALLON 1 \ \ / / / 00 10j< PROPO E `ri . - REQUIRED SEPTIC TANK: SEPTIC 'LANK '� \ � '"�''�f ��' ��' i' '� � e '4 BEDR00 `~• si � 1 t \- „ 1 NO OBSERVED GROUNDWATER \ /� � / ,�!'� �`'�, � >; ` f ` \ s STONE BASE r' �� ` .l 440 X 200% = �� GI�L. EL 11.0' BOTTOM OF TEST HOLE / �� / � /� 0� �, �1500 L DWELLING/ ING �4N,, / / 5 T.O.F. 24. ' �! - , j \ Q�' ✓ �` �' �� rAN f �. F SEPTIC TANK PRO - 1500 GAL x. 0A F� 1 r \ �; ..�!` ?, �° � �� ! � �• / •oo SIZE OF LEACHING FACILITY REQUIRED: 657 ROUTE 281 UNIT Ar ��o/ .. _ - DESIGN PERC. RATE: <2 MIN. INCH i CURRENT OWNER: ALVIN ZANKMAN \ �./ I f r- - N / T'#2 EXIsING WEST YAIMOUTH, MA 021 ' „TITLE REFERENCE: CERT. 145,397 �`40 2M ' A;' /'''' f 1 j � i �. LONG TERM APPL RATE 0�75 G.P.D/S.F. /` '� �\ / / /� DW%BE ELG ry •age / �� NGEI i 2��2 (508) 778-8919 PLAN REFERENCE: L.C. PLAN 3216E °,� � �3 SIZE OFLEACHING FACILITY PROVIDED: Z\ 3 .1 RED w 6.50 \ i 3 ASSESSORS MAP: 74 , R i 4,�Q- oo PROJECT TITLE: PARCEL: 24 l_ 0* /l i\.` ��' j ' oo• )K*TOWN REG.; 1.14 (COMPLIED WITH) LOT moo\ �''� o�' /PROP. / ! 42 LEACHING CHAMBERS RESIDENTIAL ZONE: RF ! 1 g / �\ ,/ q o ti bAR. it / f + fv I C12 1) x C46'+1) = 611 SNAGE � SETBACKS: FRONT 30 ,,� \ T. .S. 22. I I / �"_ -- I' N 440 + - ' 2 / -- coTUIT BAY SHORES 0 GPD 0,75 SF/GPD - 587- S.F.- SIDE 15, 20 w ,/ \ /,'� �''� REAR 15 /, �., I ASSOC., REQUIRED SYSTEM DESIGN 0 v\ �, / INC. USE HIGH DENSITY. POLYETHYLENE.: cn n 1� Fps., ,� ASSESSORS MAP 74 ,m MINIMUM LOT SIZE: 43,56os.F. 2� �s �,,Y i \ ! $ / ,.,'` c F PARCEL 20 LEACHING CHAMBERS 12 x2 x46 ,> A. SIDEWALL _ 2C12'+46'7 X 2 _ 232 GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE II) 22 _ \ / /.. . ,/` ?�" GIN /.' 9 `\\ _ _ #82 � z LF� BOTTOM 12 X 46 - 552 cy) 23 784 ISAOELLA ROAD --- �' ,✓ �'� 784 S.F x 0,74 SF/GPD - 580 GPD m �� / �\ % \ T. --''l EXISTING SARIST ► LL i r LOT V 25_._ _ � ' / HH EASEMEI�Y? �, O , i \ LOCUS �LAI NCJ SCALE 8 1'� C.BA5 / , , 1NOF4Ga N/F � r- ,/ fti_r�73,42� _ / ,� � i ` � r � 2$ NEIL & BLANCHE SOSLAND �:9� �.� �- • ___ ----- __ -- I _ ,t• dry Cry o ASSESSORS MAP 74 T `° '�EHH---': -- - �'" •,.,_w,� -, ' d uus� ci PARCEL 18 CBQX � ,• Q' Na 32112 u OF p A�EME 1 t \w ''`� PREPARED FOR: EocE A _ __--- ------ -----------�_---- _ rKt -�- o HYDRANT n D EocE of �' ''� p d ALVIN ZANKMAN ,�� ti - ~PA p 1316 TITANIA L NE NOTE: - , Nr � .- BARTERS NECK Rb, P _ �. c MCLEAN, VA 22102 to EXISTING SEPTIC COMPONENTS TO BE ` ' BENCHMARK LOCATED AND REMOVED FROM SITE. N - ` 'c.g 3"':-� \ _ � � DATE: AI�ttL iO 20 - ,�, NAIL SET IN d , CL CD BITUMINOUS --__ 9 LA PAVEMENT d .c COMP. DESIGN: K. HEALY 1-4 PLAN VIEW LOCUS a CHECK: D. CRISPIN „ m, ELEV 2'1.4' 9 DRAWN: K. HEALY POINT SCALE: 1" = 20 FEET _ � FIELD: P. H. /, A. b, :. m SABELLA FILE NO. 8135-� 0 10 20 40 FT. ROAD NORTH ; DEG NO. a. $AY JOB N0. 4 515.00 ci L> Y' NORTH 15AY P� L 06AI ION MAP � SO • l D c Z41, � ° O 177 ZZ sYr . , /.10 5 I .. . , TE PLAN O�: LANP Z� 2. P S Lo�ArioN. 8 OINr I At5ELLA RD., 60T•UI1', MA R=2.7.�57 A2 A-83.GA A=,4 L8 I RREPAREP FOR: 1 �► . , R=27.97 =2��. SOALE: PRAWN 13Y: p#kA.A A= I 5 I (�./ r f� ��'r i"1 tom. ,v �! I/V = TMW F �j I A ROAR H N JD� NU►WER: DATE: �'e q_ t 1_0 2. SHOT: JL-- ," RUM I u poINT 9 _ � ._... OZ 092 DULY 30, 20 SP-1 a\\l.�Q�XSell WELLER A�5�506, I A'Iff�5 I645 FA-MOUTH RP N SUITE AG CENTERVILLE, MA 021632 TEL : (508) 775-0735 FAX: (50S) 775--075� PROFESSIONAL ENGINEERS & LANP SURVEYORS n ENVIR'ON'MEN . . _ . Q. FT. PCRIME . ; n DESIGN EXCELLENCE, WITH A PERSONAL TOUCH .. . . •. . . VOLUME pooLt "' :x ,. : ' MACHINE TRACTOR ❑ STUMPS # , _ FILL AWAY ❑ 1 , .,..------- GRADING YES O e< „ ANGI D V11✓W of V_Le_\1A 6N J r, , .. "_ AAISED `BEAM ffzom Top or QooL wALt, -Co LOW�'R I.-AvQN• LIGHT '# 110v ❑ FILTER ly �A �Rt� PUMP a SKIMMER # 11/2" _ y _. RETURNS # 11 STUB FOR WATERFALL' POOL CLEANER NO GRADING OR. STUB CLEANER BACKFILL MATERIAL MAIN DRAIN WHYDRO VALVE ------------__ _ . / UNLESS SPECIFIED SEPERATION TANK YES C GL '. y gARRI�R „ HEATER BTU.:.. 2 o l- Gvo.STA I- .N K ,? NOTES '; / SST 13AC K -1ta� 70 0 - MARK D GAi? wAt-L l NAT ❑ PRO ❑ OIL ❑ . IN yfaN� Y�IAU- � HYDROTHERAPY SPA SIZE JETS - y SKIMMER YES" MAIN DRAIN :SKIM ❑ _: ' . <;. s5L1k r P I-INS LIGHT 110v ❑ .. ' s ♦ , t_ 0 � - .,. .. _ AIR BLOWER Fri COPING ;: , •.:: .,:. ., ...lam._ --I----•--'..,.:_ ,., ti ,. CANTILEVER ,• OtP.CRAM 2• ,. - �, , . R_ ,. o LU1f M D> SIUN.. NAT. STONE* ft. .:BRICK .._ TILE , T I NG F , { _ > , i r LHGGI�Ft -� riG..4 f _ MAP. "7 L( P Vic. C -f SWIMOUT ; CHEMICAL FEEDER - f y` TIMECIACK 1 •. 1 _. . _ o a f r� o .• ROPE,RINGS w/ROPE &FLOAT,' 1 BACKWASH _ . , • _ DECK BY �..�- ;. .._,., FENCE BY. ELEC. BY. . . � ......:.. . . ,,,.. .... .. _ ', ; . „ :• LANDSCAPE BY: WATER FOR GUNITE PAGE '?mot-1•}ar� � �„. � �VAG7 Corrf�cLtiFa L j _ BOOK 4 7 1 SETBACKS--BLDG SIDE REAR DATE, SOLD: DESIGNER: . VfLI C� 4-{/-� NAME OWNER: >✓1NAR'C ADDRESS 1 S32 17CD 1 h]'r �A i3 j, To determine approximate elevation on excavation day. Pool area to be fenced per city or town ordinance P Y All electrical,grounding,heater venting and fuel connections by „ . Owner. All tree work by owner. RES. PHONE 19143G3-154< BUS. Wet down concrete shell at least twice daily for 7 days. CROSS Do not turn on pool light when pool is empty. Do not use rubber hose when filling pool as It will mark plaster. STREETS Property line owners responsibility. I 28 REVISIONS: S� NO. DATE DESC. N 1 . 7112107 ADD RESOURCE AREAS QJ o AND DETAIL PROPOSED o d •1%. BAY WINDOW — d� BAXTERS NECK RD. •♦ 2.6' — Q � — d y 'T0c1, - - po LOCUS EXISTING C�`Stq�&� , d P❑INT EXIST1NG4A(k SABELLA PAT10 ROAD NORTH DETAIL BAY NOT TO SCAL N I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, LOCUS MAP NOT T❑ SCALE DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. r of CURRENT OWNER: RICHARD STEWART TITLE REFERENCE: CERT. 165719 LOT 48 D n a 1 � PLAN REFERENCE: L.C. PLAN 3216 E A ASSESSORS MAP: 74 PARCEL: 24 ZONING DISTRICT: RF SETBACKS: FRONT 30' N/F PROFESS NAL LAND SURVEYOR DATE SIDE 15' WILLIAN CRAWFORD REAR 15' ASSESSORS MAP 74 MINIMUM LOT SIZE: 43,560S.F. 0 PARCEL 25 CERTIFIED GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE II) 'fPy PLOT PLAN VERTICAL DATUM: N.G.V.D. 1929 ,E N WITH �y a0 THE STRUCTURE IS LOCATED IN ZONE C, ��\ �'� PROPOSED AS SHOWN ON FIRM COMMUNITY PANEL 250001 0018 D, EFFECTIVE DATE: JULY 2, 19920 0- \\ C 0 N D ITI 0 N S ". 'oo. 9`eF� �o�N� LOT T 47 �\\ 1��P AT 000 e� qti\ \ g,,�, + \ 0, #82 qs�F� 469646 _ S. F. \c POINT ISA13ELLA ROAD N69• ��' PROPOSED `\ a < IN AYWIINDO•`'�CK SEE DETAIL BARNSTABLE BARNSTABLE OPOSED / \\ ADDITION / �/ `2��- `� ! MASSAC H SS NOW Ir'�� g1.4' ox • — • (BARNSTABLE COUNTY) PATIO CF \ POOLloop ,� +l •\• �\ /' ��' �,� \ ,� __ ---__ ; MAY 9, 2007 \ / /0% y TANG /iF �� PATIO Q \% �� mo go AN- 32.89' 4- e CLAMSHELL , `\N i' DRIVEWAY �� . R�56 ,��i� ENV N/F _ ~Z Ilk 50 COTUIT ,� / z BAY SHORES Z \7- _ - EXI$11NG GARAGE ASSOC., INC. I 2� �C \� Td BE REMOVED - -_-_ ASSESSORS MAP 7 i L� \�Z 8 5' G FDCF PARCEL 20 Lro O t `� z \ PROPOSED LOT 8 \ DDITIObL-,z t---- ��G��_ F 2 ------- -----" ---- L 0 T 42 C0 EXISTING ��` �; � � � ---'' 4. HH 1 EASEMEN h �3 6 N/F - 'Q 8�• i - - FZ'�;.� C.BAS ' NEIL & BLANCHE SOSLAND � 273.42 ' ASSESSORS MAP 74 CBOXP PARCEL 18 !_ I -- ----'' PREPARED FOR: ,,EMEND ELL A ROAD \ GE OF PA POINT ISAB RICHARD STEWART E� ------ - ----------- HYDRANT 82 POINT ISABELLA RD. _--------- C.BAS�ED�F-�F �M COTUIT, MA 02635 TBS, C GROUP 349 Main Street, Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1" = 30' 0 3.25 7.5 15 WMM 0 15 30 60 Fr PROJ. MGR.: CRAIG FIELD FIELD: DPG/JFM CALC./DESIGN: P.HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 8135-CPP.DWG DWG. NO: 5191 -04 SHEET 1 OF 1 JOB. N0: 4-8135.01 28 REVISIONS: 141 NO. DATE DESC. tj -0 N C3 N 70 THE STRUCTURE IS LOCATED IN ZONE C, C3 tj AS SHOWN ON FIRM COMMUNITY PANEL n� LOCUS > 250001 0018 D, EFFECTIVE DATE: JULY 2, 1992 BARTERS NECK RD. Ca �00 LOCUS POINT SABELLA ROAD NORTH BAY N I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, LOCUS MAP DIMENSIONS AND SETBACKS TO THE NOT TO SCALE STRUCTURE AS DETERMINED BY iNSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. CURRENT OWNER: ALVIN ZANKMAN CRAJOA, FOD TITLE REFERENCE: CERT. 145,397 LOT 48 PLAN REFERENCE: L.C. PLAN 3216 E D ASSESSORS MAP-, 74 k PARCEL. 24 PROFESSIONAL LA90 'SURVEYOR DATE ZONING DISTRICT: RF SETBACKS: FRONT 30' N/F SIDE 15' WILLIAM CRAWFORD REAR 15' ASSESSORS MAP 74 MINIMUM LOT SIZE: 43,560S.F. PARCEL 25 GROUNDWATER OVERLAY DISTRICT: AP (NOT A ZONE 11) C E RT I F I E D 0. PLOT PLAN A III's Cp. A #82 26�1' OT 47 POINT ISABELLA ROAD L 46 , 646 ± S. F. o IN 0� BARNSTABLE CA H U SET, TS FOUNDATIO Ir T.O.F. 2 4.6' (BARNSTABLE COUNTY 29.3 104.1'- NOVEMBER 30, 2000 ®r\ tk A-, Qi 47.8' Q C) ny N/F cl) COTIJIT \i53 BAY SHORES ASSOC., INC. CDi r ASSESSORS MAP 74 PARCEL 20 LOT 8 _j PREPARED FOR: I - --- -----------_____________--- r- - LOT 42 ALVIN ZANKMAN EXISTING 1316 TITANIA LANE EASEMENT MCLEAN, VA N 1�!11\ .81 , L 3.64 -7 3,4 2 22102 NEIL & BLANCHE SOSLAND 9, ASSESSORS MAP 74 PARCEL 18 ROAD pOINT ISABELLA ov --------- C.BAS �� pcgYZAI BSC 657 Route 28, Unit 6 West Yarmouth, Massachusetts 0'I-L)6 73 508 7 718 8919 Q 2000 The BSC Group, Iri SCALE: I- = 300 0 3.25 7.5 is METERS 0 15 30 60 FEc PROJ. MGR.: CRAIG FIELD FIELD: DPG/JFM CALL./DESIGN: KIERAN HEALY /�� /h/ DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 8135-CPP.DWG DWG. NO- 5191-02 � SHEET 1 OF 1 inn Kin. A-.q i -kr, nn