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Home My WebLink About0276 HOLLY POINT ROAD !117 vr 1131N R&Jf "'N 1 If" q ig,�,"j, pg, %oqf Y q MIX "R, �,E WON—" Z T A N 5h J q"� DAM V .1 D-4 1,Oil WM NZ 1 T'.63 U, I .II y loom m A. 111,; P 11CRV m �k g, "PP t4g g4l" V "'fib �G V�'i Ung -H, V 4M. WAVE F p ;,20! gi gif MR !Mko aq p itTEN, A $ It 1 V Nix U, AN 5� X7 -PK A— RX g 'p, V�v W6, 4 Ru-, ,4 14" xi,,5� T, J, u., V ;n T tax? too 91%, SIR P411 M w— I-q f u au Ti Isom j", qvg I 04 Tj, agavilsk M1 too ��A -NMI R two, A Am call v W_ V AY 11VIV 181� I k. 4,4 V. 4 imam '51 W" g AM, Smu mill smog 5?5E M351"', VE not, fvwq,��r"TVAMNAM W Ul n�q'n", g,W "u"c' u uIr- P, iN!,, A vil I On A owl M Q a W`� .q n _ T .ate'_ lj s y i •.yC Town of Barnstable Building �� P�ost This Card So That°rt Visible�From;the Street=A rovedPl na sMust be`.Reta � �� 'MA&4. . . Permit n,ucca Where a Certificateaof Occupancy�s Required;such°Buildmg.shall Not'be.Occupied until a.fmal Inspection has been made a _ a•-,�:,a.:i:._aec�.+.�w�,.:�u,.* :�. .:�.w::a, x,'s+n>R.�ew:�,.�3:,�.ax,�.m,.m.:=•'� :+e�:tu .ti:-�.�_.,„s.�--�,3.� .'«��:�.a.�r .<.«.a,b,e:N�.za_;.a.�.,.r.....v...3 r..`a:•:1�;:z.+,x=aaa�'Lm. ��+�.,�.rrN:.r�w3M.i�u..�... .:. P-ewmit No. B-18-234 Applicant Name: RYLEY CONSTRUCTION LLC. Approvals Date Issued: 03/07/2018 Current Use: Structure 1-e j� Permit Type: Building-Detached Accessory Structure- Expiration Date: 09/07/2018 Foundation: Residential Map/Lot: 232-029-003 Zoning District: RD-1 Sheathing: Location: 276 HOLLY POINT ROAD,CENTERVILLE ,j Contractor'Named:-;RYLEY CONSTRUCTION LLC. Framing: 1 Owner on Record: LEBLANC WILLIAM F&ANNE M Contractor;License 182412' 2' Address: 43 FAIRCHILD DRIVE ^F «� .' -_�Est ProJe, t Cost: $ 150,000.00 Chimne y:' READING MA 01867 S "0��° Permit Fee.. $. 865.00 =' �� Insulation: Description: Rebuild Boathouse as Drawn by Archi-tec Associates I n� fFee Paid:. $865.00 .s .f Final: cigO t I g Project Review Req. Contingent with plans dated January 08,2018 and approved a Date 3/7/2 018 to be 20'wide from conservation.Cupola and=height approved from conservation: Plumbing/Gas ? �f Rough Plumbing: Building Official t Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall tie in compliance with the local zoning by 1pws;and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspection for the entire duration of the work until the completion of the same. #;74s sp � IIN Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and;Fire Officials are provided on this permit. Service: _ s n ! Minimum of Five Call Inspections Required for All Construction Work: c 4 " 1.Foundation or Footings? .- ' � Rough: 2.Sheathing Inspection 3.AII Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty,fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Q n �F1HET v Application Number............:. ........:........ BARNS1ABLE, MASS, Permit Fee. ....Other Fee............. . DEPT. ............ ......... DUILDING DEPT. CEO MA'S A , r Total Fee Paid.......................................... . T JAN'24'2018 TOWN OF BA `> R NMANSTABL Permit Approval by:...... ............On.:: . ..... BUILDING PERMIT Map................... ......Parcel.......................................... APPLICATION Section I — Owner's Information and Project Location Project Address AX Wlv d I k OY Village-!`�� u, Owners Name i Owners Le gal Address l 1iVCi t State Zip I f tY Owners Cell# � � � E-mail wl. Section 2— Structural Use Single/Two Family Dwelling ❑.; Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit New Construction ❑ 'Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ ,Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar r❑ Renovation. ❑ Pool. ❑ Insulation Other—Specify Section 4 - Work Description y I Last updated: 12/28/2017 , Application Number..... .......................................... - r -- Section 5—Detail Cost of Proposed Construction �v Square Footage of Project q5 P r ll Age of Structure UIM Dig Safe Number a aq % d ., # Of Bedrooms Existing Total# Of Bedrooms (proposed) I 110 MPH Wind Zone Compliance Method ® MA Checklist ❑ WFCM Checklist ❑ Design j Section 6 — Project Specifics i Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public Private Sewage Disposal - ❑ Municipal ❑ On Site - Historic District ❑ Hyannis Historic District ❑ Old Kings Highway ❑ ❑ Debris Disposal Facility: Vy I am using a crane Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes A No Section 8— Zoning Information Zoning Distract Proposed osed 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 updated: 12/28/2017 5 _ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:LLC Registration Expiration ,_yr! Y82412 06/18/2019 RYLEY CONSTgUCTION ILC, ' JOHN RILEY 7 35 QUAIL RD. OSTERVILLE,MA 02655`' Undersecretary i Commonw ealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards i Constr: Curt Sid rvisor :r CS-108005 E4pir es: 11/05/2019 JOHN S RYLEY r s � >- 0 35 QUAIL ROAD OSTERVILLE MA.02ti55 X - Commissioner x THE Tq, Town of Barnstable Regulatory Services ` SAPNSTA13 . Richard V.Scali,Director 1639- � fpMpY�' Building Division., Tom Perry,Building Comntimioner 200 Main Street,Hyannis MA 02601 www.town.ba rnstable.ma,us _ S Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder william LeBlanc ,as Owrner of the subjectproperty hereby authorize Ryley Construction to act on MY behalf, i MAE matters.relative to`work authorized b} this building pemut.aPplication for: r 276 Hotly Point Road,Centerville,MA 02632 .(Address of Job) '"Pool fences acid alarms are the responsibility of the applicant. Pools are not to be filled ovutilized before fence is installed and all final inspections are Performed and accepted.. Signanue of Owner Si ature.of Appli. ant t Print Name ]'Tint Name Date. 4M Town of BarnstablecEiPT 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-231 Date Recieved: 1/24/2018 Job Location: 276 HOLLY POINT ROAD,CENTERVILLE Permit For: Building-Demolition-Accessory Contractor's Name: RYLEY CONSTRUCTION LLC. State Lic. No: 182412 Address: 35 QUAIL RD., OSTERVILLE, MA 02655 Applicant Phone: (Home)Owner's Name: LEBLANC,WILLIAM F& ANNE M Phone: (Home)Owner's Address: 43 FAIRCHILD DRIVE, READING,MA 01867 Work Description: Demolish and remove boathouse Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 0.00 0.00 Width __ Depth Total Area 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: RYLEY CONSTRUCTION LLC. 1/24/2018 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $50.00 v2ai2ot $50.00 tort heck Total Permit Fee Paid: $50.00 ' C TA P IvT O IT00 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 Legibly Name (Business/Organization/Individual): Ryley Construction LLC Address: 8 West Bay Rd. City/State/Zip: Osterville, MA 02655 Phone #: 401-484-2315 Are you an employer? Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 1 4. I am a general contractor and I ✓ employees (full and/or part-time).* have hired the sub-contractors 6. 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 8. Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Selective Insurance Policy#or Self-ins.Lie.M MAARP300349 Expiration Date: 05/20/2018 Job Site Address: 276 Holly Point Rd. City/State/Zip: Osteryille/MA/02655 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 Investi dons of the DIA for insurance coverage verification. I do here c fy unde e ains and penalties of perjury that the information provided above is true and correct. Si nature: Date: 1/19/2018 Phone#: 1-484-2315 Official only. Do not i 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#: Demolition Affidavit—Boathouse 276 Holly Point Rd, Centerville MA 02632 Electrical: A. Peter Aufiero.hereby state,that there is no live electrical service in or dear the existing boathouse located at 276 Holly Point Rd, Centerville.M.A. Peter Auliero MA License Tate 7 Plumbing & Natural Gas; 1 :Richard Amari Hereby state that there is no'ptumbing or natural gas service in or near the existing boathouse,located,at 276 Holly,NiiiiRd. Centerville,MA. c Richard Amari R �J MA License 4 _ col 7410 Date � �� < tali"?� ►��+ r H ,' i! ` Y�:, '��,'� ` . L/ 1r.�� "� - . -�� ,. y Y, �.t+ � y�Ri�t� •�iR� IIIj +n�( Py� .. 'ij6 s, • r•, ��r� 'L ;dd'�r�,r.✓'T.—?�,�r A'xr�''r� .�!f,�.�� .". l ?:�<h _ i- ,.�j �L r�� e _ v- .`t , :.'y, � " __. '. ..( -"„fr, .. fit^ `� � K1�'�iJ�`_'�a•�'1:�. ''a = T�'�-<..�_ - i Application Number............................................ Section 9— Construction Supervisor Name Telephone Number D_',� � Address I City State-L"` Zip LJ�� License Number License Type Expiration Date 1 U� Contractors Email �• 0 f Cell# I understand my respon bilities 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 I'N documentatio re wired by 780 MR and the Town of Barnstable.Attach a copy of your license. s . Signature Date tioW 10—Home Improvement Contractor �i Name 11Ae� Telephone Number Address City =ll/ State Zip ��?loh" ,Registration Number Expiration Date 1 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 documenta required by 740 CMR and the Town of Barnstable.Attach a copy of your H.I.C... k, l Signatur Date \/d364 SictiS coon 11 —Home Owners License Exemption on 11 f , 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 Fr APPLICANT SIGNATURE Signature Vu Date Print NameA e Telephone Number a 0 " 1� ' dtj E-mail permit to: w le't (b �L)C rP 141 Last updated: 12/28/2017 pl Section 12 -Department Sign-Offs I Health Department ❑ Zoning Board (if required) Historic District- `� Site Plan Review(if required) ❑ Fire Department ❑ 3' Conservation ❑ v. k For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address,of job) ; ._Signature of Owner date Print Name 'l x , a Last updated: 12/28/2017 i t I11'-10 1/2" BUILDING D EPT 5-0 I/4" q'-10" 5'-0 1/4" APR 06 21 118 � Pile 4 TOWN OF BARN STABLE Pile 8 } ----------- -+ ------------------------- -I- ---- ------ I � I I I I I I , Pile 9 , 6Xb PT P05T5 DOWN TO TOP OF PILE 8 BOLTED TJPile 3PT 2X6 DECK FRAMINGPile 11 Pile 5 I I I Pile 10 12" DIA. PT PILE W/ , Pile 2 5CARF GUT AT TOP FOR BEAM CONNECTION5 ipile 6 I I � � I - ----------- - ------------- ------------ ----------- I ^ I P� I LPilePile 12 13 I o I 12" DIA. Pt PILE W/ Pile 1 5CARF CUT AT TOP 'Pile 7 ;Pile 14 FOR BEM, CONNECTION5 I I � Pile 15 I I I -------------------------- - -------------------------- NMI 1 I I I I I I .2 5/4" ; q'-II 1/4" q'-II 1/4" 2 5/4" 20'-4" FOIUNDATI ON FL AN S C A L E 1 / 4 1 ' - 0 " Ion 1 276 Holly Point Road ......................................o............. ............................i..............i..........................................g.............c............. ........................................................i..............b.............i.............. o.............5..............i..............i..............i..............i.............. i..............b.............a.............i..............i..............i..............i..............i..............i.............i.............. ......................................_.............—..............:. ..........:..............:............ ......... ......... _............._............._ ......... ......... ........ .............................. ........ ........ ...... ...... :Pile # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Penetration 14 ..........................I........... in feet. 15 16 15 18 20 16 18 15 18 20 18 ...........I.......................... 16 16 17 18 19 18 20 18 18 18 15 18 20 19 19 17 19 18 17 18 19 20 1 20 18 18 18 17 19 22 19 19 18 20 20 17 20 20 20 22 19 19 19 17 21 22 19 21 19 20 20 17 20 22 23 22 20 20 20 17 21 22 20 21 20 20 20 17 20 24 23 24 20 21 20 17 21 22 22 23 ................................. 21 ... ...................................... 22 23 ...................................... Total Blows € 111 110 68 96 104 122 1281 95 112 , 1131 98 1181128 , 117 103 ......................................:............. :Blows Per Foot Embedment-Feet 20 20 20 20 20 1 20 1 20 1 20 20 20 20 20 20 20 20 Bearing Value-Tons 12o.3o 20.29 19.13 20.00 20.17 20.49 20.57 19.98 20.32 20.34 20.05 20.42 20.57 20.41 20.15 ......................................b.............b..............i..............i..............1..............1..............i..............b.............b.............e............................ 1..............1..............4.............4.............1.............. Bearing values for piles driven with a 1500#drop hammer calculated using the _............. ......................... ......... ......... ......... ......... ......... .......... ........ ......... ........ ........ following formula: € _ ..:... ..�.. ...:.. ...... ...,.. ..,... ...,... ..�.. ...... ... ....................................................s..............7..............1..............1..............1..............i..............G.............4.............J..............f..............1..............1..............i..............4.............1.............. :R=2wh/s+1 € € ......................................s..............:.............................i..............i..............s..............s............................t.............y..............r..............i..............i..............i..............r.............i.............. €S=Pile set in inches ......................................J.................. i.......................1..............1..............1..............4............•L.............4.............J..............3..............1..............1..............4.............4.............1.............. iw=Weight in tons of hammer r ih=Average fall of hammer in feet(15) . ....L. ....... .. ............. ........ ........ ......... ........................................... ......... ........ ......... ......... ............................ ......... €r=Bearing value in tons SUBDIVISION P 202 3� LAN OF LAND IN BARNSTABL$ Apex Engineering Co. Inc., Sury yors October 3, 1978 c CIE 2 Zz I QO .N 39 rV o J t1 3 O/°/6' 00" �•� pQ`N v1"6 t f,,Manrc.s. v i' V' y e 0.00 Ap 23e167l 69 213 s� - ,.gSZ°A 4fA ,,t0 � tea. 3 214 ' c. +� {j •' =1.Ct 215 LL t/ �A 4� Gee Subdivision of Lot 211 Shown on Plan 20239C, sh. 3 Piled with Cort. of' Title No. 20178 Registry District of Barnstable County Separale certifies es of i l myy be issued for land ' tttt Shown hereon as_�o f 2f l h t u ! 8y the Court. C°/r°f, Orplan . LAND Rlr'G/STRATION 0ma, -^•—OEC. 7 1978 _ Sca/e of this plan 1 1 78 to an rna5 DEC_71978J� - ArS - ` - - -- - 'VK t-' ReCWf/er. R 1.Woodbury,Engineer t6r(hurt I i Town of Barnstable 11111n gq , AM Post tlftis Car o That it is:V�s�ble From the Street, A roved:Plans Must be Retain on lob ahcl:this,Card;Must be�Ke`t, �.Bk82QSTABi$ ' I Pos# asCert�ficate~ofOccu anc .. s::Re uiretl sucft:$uildin .sfiall Not be0 u iec� ntil ��nal.'lns ectio.n has ,'een made, 3 Permit Permit No. B-17-2873 Applicant Name: CAPE COD INSULATION, INC . . Approvals Date Issued: . 09/06/2017 Current Use: Structure Permit Type: Building-.Insulation-Residential Expiration:Date: 03/06/2018 Foundation: Location: 276 HOLLY POINT ROAD,CENTERVILLE Map/4-ot 232 029 003 Zoning District: 'RD;1 Sheathing: \` a� Owner on Record: OSPREY ASSET MGT-LLC �Contractor Name CAPE COD INSULATION, INC Framing: 1. Address: 43 FAIRCHtLD DRIVE �� q CQntractar Lrc nose 153567 2 READING,MA 01867s# Pro}ect�ost: $4,700.00 Chimney: Description: weatherization . Permit 6e:. $85.00 Insulation*n Project Review Req: weatherization ` fee Pa►d r $85.00 final: Date 9/6/2017 Plumbing/Gas y Rough Plumbing: T . .. Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by Chit permit is commenced within six months.after issuance. Rough Gas: All work authorized by this permit shall conform to the approved apphcatip and;the approved construction documents for wh"nCh this permit has been granted. ,All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning bylaws and codes. Final Gas: This permit shall be displayed in a location clearlyvisible from access street orroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. y u y Electrical .: -The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on"Ns.permit. Service: tMinimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed . final: 4 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low_ Voltage Rough: 6 insulation o 7.Final Inspection before YOccupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. ` final• "Persons.contracting with unregistered.contractors do not have access to the guaranty fund",(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED'RECIPIENT TdWN OF BARNSTABLE BUILDING PERMIT APPLICATION'S Map Parcel Application # B.-I Health Division Date Issued ,09 Qb 1761l44� Conservation Division Application Fee Planning Dept. Permit Fees Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation/ Hyannis Project Street Address P 2Z d/ / eV ",ea 94, Zlnz Village Ile Owner ,lam;d C Address .5; )44 'e TelephoneJ� Permit Request , Z E' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1Y1 dO, b Construction Type 7-/d Al Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family -r- Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes .'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ BUILDING DED T Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use AUG 2 3 2017 TOWN OF g A s.n1Q _�r_ ---APPL-ICANT-INFORMATION-' ---- _--.. (BUILDER OR HOMEOWNER) Name izzZ4J�.� A,1 Telephone Number _5�if 7 7 /�f� Address 4KI60,& x License# 1/ T� �I Home Improvement Contractor# 3 .'Email Worker's Compensation # 146e6 d ,P 2— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 6>/� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 5 , :<H{ n of Barnstable Regulatory Services case. ��-.�/; ItidrtrJ26 V.Seali,Direr brr , �...•s .��r.• Building Division Tuur r'rrrv.Budding Cwnnassioucr s'et;tii:c:a ti?:rrt•I?w,mw ,MA.?/,(rl .. r►svw.u»►11.barnslatelr•m2.11z Propcity Owncr must. Umipluc anti Sign 'L'his SCC60 11 If Using A Budder r .......... iAotiTV55 ••••h{Zi:e� _.:lit:c's and 3ll,l't N lfi: l}l F�'Sl Fle7T. t:i,e 1-jo :u 'XUlllvi A:j Iscie)rc ...`l.t:,: is L'.s1:4: :..I ;I!-j n;tR:e cF::nla ar;. hrriel:n:_;; ar.:_l aC:C::Mt:-?. •, e 'i.:.. - r e e The COMiMtOnwealth of Massachusetts Department of XndusirlalAccidents 1 Congress Street, Suite 100 Boston, MA 0211472017. www,mass,gov/dla Workers' Compensation Insurance Aftldavitt Builders/Contractors/Electrlctans/Plumbers,' TO BE FILED WITH THE PERM&ING AUTHORITY, Applicant Information Please P Int Le¢ibly Name (Business/organizattorAndividual); Cape Cod Insulation ; . 1 S Reardon Circle Address, _ City/State/Zip; South Yermouth,MA 02664 Phone#; 508-775-1214 Are you an employer?Check the appropriate boxt 48 ►.©I am a employer with Type of pro f ect(required); employees(full and/or part•tlrna),� 2,01 am a sole proprietor or partnership and have no employees working for me In 7' ❑ New construction any capacity,(No workers'oomp,Insurance required,) 8, ❑ Remodeling 3,(]I am a homeowner doing all work myself,(No workers'comp,Insurance required,)f 9• ❑Demolition 4,[]1 am a homeowner and will be hiring contractors to conduct e11 work on my property; I will 10 [] Building addition ensure that all oontraoton either have workers'compensation insurance or are sole proprietors with no employees. 11,❑Electrical repairs or additions 5,Q I am a general contractor and I have hired the sub-contractors listed on the attached shoot, 12,Cl Plumbing repairs or additions These sub•contr.acton have employees and have workers'comp,Insurance., 13, Roof repairs 6,0 We are a corporation and,its offloers have exercised their dot of exemption per MOL Q. 14, ✓1 Other W eatherization 152,11(4),and we have no employees, (No workers'oomp,Insurance required,) Any applicant that cheeks bgx#1 mu_11111111st also fill out the section below showing their workers'oompensadon policy Information. t Homeowners who submit thrs,�f[idavlt indicating they ere doing all work and then hire out oontractors must submit a new affidavit indicating suoh, tContnotors that check this box must attached an additional sheet showing the name of the sub•oontraotors and state whether or not those enddes have employees, if the sub•contraeton have employees,that'must provide their workers'oomp,policy number, I am an employer'Chal is providing workers lrformatton. 'compensation Insurance for my employees, Below is the policy and job site ' ' Insurance Company Name; Atlantic Charter •`' ' WCE00431902 Policy#or Self ins,Lto,#; Expiration Date 06/30/2018 _ Job Site Address; ,�� -,/`�Clty/State/Zip; Z Attach a copy of the worker c pensation policy declaration page(showing the policy number and expiration date), Failure to secure coverage as required under MOL o, 152, §25A Is a criminal violation punishable by a fine up to$1,500,00 and/or one-year impriscnment, as well as civil penalties In the form of a STOP WORK ORDER and a fine of up to$250,00 a. day against1he violator,A copy of this,statement may be forwarded to the 0Moe of Invest{ ations of the coverage verlSoadon, g DI;A for insurance 1 do hereby cent y under the pains and penaltles of perjury that the lVormation provided above is true and correct wi��w:cw wwMww.vw,Si¢nature: HenryCassldy 508 775 1214 Date; 2 z1' 7 [6, Jl Other ctal use only, Do not write In this area, to be completed by city or town olylclal. ity or Town Permlt/License# suing Authority(circle one){ , Board of Health 2, Building Department 3, C(ty/Town Clerk 4, Electrical Inspecton;5► Plumbing Inspector ontact Persons Phone#r r . s "Massa4husetts Department of Publlo 9atet �,, ►,�' Board of6ulldIn Re ' yy g guiatlona and standards ' �. Lloenset 'Al 09.100988 .Canatruotfon Suparvlsor 1 r, HENRY R 0A0010Y ( ! 13HEO ROW jl �• YMOT YARM94H- (t orxtif ' • Co mla�loner. �• �xplratlonl &:11111I201P - - - - Offloe of Consumer Affairs and Business Rs ulati • 10_Park Fla.; . suite 6170 g °n Boston Ma�` b• 02116 Home Imp rove mer;;C©Iusetts aotor Registration r� r l , 71ac . �, i;a,.r,,;,,t �, T pe, Oorporatlon r 1,ia•i Cape Co 'Insulatlon I ,,,, ,;d ,rf t'I �• Re la J' 1 yy • � ' f1C, �'� `�;l�ititi � ], r,su 1 ,;; tratlonl 183687 - - 18 r dxplratlonl: 12/1 r 80,,Y_ armouth, MA 0204 • '`�C�O�jI' �9 40M�Odr11 ��:� ,��rwiJ��,S�' , Updalo Address and return oard, Mark reseon loeohang •� •,1.In..w�q ( 1 0�®�c»t�rcoocrvorr�i`/oy�C,Y�G`oworro%rwetta, ' 1TTT111 R tuuia,,n6_(v1,F,.trplo!/r�'a+tt,.�1.1.�,9.k,^I�ir.�.,OHIO'of 0on;umorANire &au1Ino1e Regulation HOME IMPROVEMENT OONTRAOTOA r 7•'p'ol Oorporallon ' Rogletretlon velld for indlviduaF uae only before the expiration date. If Ivun urn tol 1'xpI„ r OHioo of oonaumor AHalr's and '0'a e C 12/14/2019 10 Park plaza+ e b170 , el ss'Regufatlon p cod 661'1- ti, Boston,M 1.1 HenryOassldy'+,�, I'r 18`Reardon Olrol � •��, eel Yarmouth,M�';, Undsrseoretary • . 1 hout'sf atu CAPECOD-27 KDOYLE A`�ORow CERTIFICATE OF, LIABILITY INSURANCE °ATE`MM'°DIYYYY) 06/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A.CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,.AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 Ilou of such endorsements. PRODUCER C TACT 434 Rte&3 ray Insurance Agency,Inc. ac°,"r o,Ext: FAXAJC No:(877)816-2156 South Dennis,MA 02660 IbmpAglisse mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# :INSURER A:Peerless Insurance Company 24198 INSURED INSURERB:Safe Insurance Company. 39454 Cape Cod Insulation,Inc. INSURER C:Endurance American Specialty Insurance Company 41718 18 Reardon Circle INSURER 0:Atlantic Charter Insurance Com any 44326 . South Yarmouth,MA 02664 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR - POLICY EFF POLICY EXP POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X]OCCUR CBP8263063 04/01/2017 04/01/2018 DAMAGE TSE,O RENTED 100,000 MED EXP(Any oneperson)- 5,000 PERSONAL&ADV INJURY 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY 11 ippeT M LOC PRODUCTS-COMWOPAGG 2,000,000 OTHER: B $ AUTOMOBILE LIABILITY a COMB'NEDSINGLELIMIT 1,000,000 ANY AUTO 6232707 COM 02 04/01/2017 04/01/2018 BODILY INJURY Per person $ �OSXUTSULED AUTOS AO Npy�/�Ep BODILY INJURYPer accident $ X AUTOS ONLY AU70S ONLY PPe0PcE,;R t AMAGE $ C UMBRELLA LIAB MX OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAR CLAIMS-MADE EXC10006635002 04/01/2017 04/61/2018 AGGREGATE 2,000,000 DED RETENTION$ D WORKERS COMPENSATION X IPSTERTUTr OTH- AND EMPLOYERS'LIABILITY R 0630/2017 06/30/2018A ER ANY PROPRIETOR/PARTNER(EXECUTIVE•YIN /O WCE00431902 / -91,000,000 FIER/MEMBE�EXCLUDE( � N/A � E.L.EACH ACCIDENT atory in NH) E.L.DISEASE-EA EMPLOYE 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORO 101,Additional Remarks Schedule,may be attached If more space Is required) Workers Compensation includes Officers or Proprietors. Additional Insured status is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Thieisch Engineering Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 495 Frances Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Cranston,RI 02910 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Town of Barnstable Regulatory Services JUN 11.2017 Richard V.Scali,Interim Director RAENWABLE = Building Division SARNKABu_l:aOi@`r'.SERVATh3 P �. � 1639. Tom Perry,Building Commissioner ^- � 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# /?— / Y.3_� FEE: $ 3 SHED REGISTRATION RESIDENTIAL ONLY .200 square feet or less Location of shed(address) Village ell Property owner's name Telephone number la,3 .23a o29 o03 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION_ FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 Y ' X eVi�L�lla? L.F.t3�'�ri %ERAL NOTES: , ' •m X� /y. 4 �5 a..5, ;• �� /�4$ AP 232 PARCELry is 029-OOJ L.C.PLAN 20239 D LOT 213 Ry T rA o� y a,sYtp A•'¢SSOR'S YAP 232 PARCEL U29 004 LC.PLAN 202i9 D LOT 212 ,` /./-.i\._' �•..sii• ,ya .Dory„�yAmri 70 / 4'.t�7CA lE OF TITLE 169.580 57 ET BAR�WAY W �".. ,.P..• ` Q' � 11£5 BARNSTABIF.WA 02668 LOCUS MAP �- �0d iiu �9 L`PROPERTY LINE 1"WATION•D(SIING UT M LX DONS, 1-.2000• -�. `f'S� ?1W►ARffiu PLS TOPocwPNr PRDVIDEn BY. �41' 34/' �--- •, id;(;,- \. 1 1'�".1.ECT DA NY. ASSUMED g O CT BENC WARX:SEE PLAN E43PNG SEPTIC SYSTEM LOCATION IS APPROXIMATE. O ,�` 'v ir.Y _T i,i.••�•.T'. S`\\•. 4-,� a.,7 PERNYIT P5-6M :ra STRx:Ts 1 %SLAY asmrcTS GP GROUNDWATER PROTECTION RP00 RESOURCE PROTECTION OVERLAY DISTRICT �1z. .mpotu 2, .j .r •\. -•T_ .iry \ A�0°°•m r C:IYUY CURRENT ZONING REOUIREUChTS _\ q: • W"UM LOT AREA. 2 ACRES(RPOD) �C0CAAA�-W Rn'V gyp, ( aK '\<4 \- v1y .HWUY FRONTAGE: ISG' d • / ,6 h 0NI4UY Y1DTH'N/A ' y ,r R:JrJT'(KIa) 3, -. L!I•'LwJ lae .1 -- tti .i�y1 4AX1YW BU4MlG HEIGHT: 30' rAXNW LOT COVERAGE: N/A + • iaR[\� ! aF'a'evs�•<` •n, r ,.��.-_--.�� ; 'P WPERNOUS COVERAGE;MAX.OF 2500 5F OR 15X OF LOT An, �( OR SOS OF LOT AREA IF ALL RUNOFF IS RECHARGED ON SITE �. -�\ --t•__ ____��JErK`�� Y �,-�i�-—'—____,<_. YWWUY AREA T1 BE LIFT IN NATURAL.STATE JOZ •`..' r -/ -:: =c .� -�,-_ ♦ %RONT YARD SETBACK JO' SHOE&REAR YARD SETBACK .15' �,, p +�,`�.- O0`�'«QL`�`\•uw'•- I ua { N P. �\- e' S.;CWWUNITY PANEL NUMBER 250MI DODS C _ b .• .._' \`,.;`` 4e�`.____ .,c ,t SIE FLOOD NSURANCE RATE YAP DMNES THIS AREA AS ZONES :. ,29 1.i IOCATX)N OF UNDERGROUND UTILITIES ARE APPROXaLATE AND MUST i BE VERIFIED N FIELD BY THE CONTRACTOR AND APPROPRIATE Ufiln COMPANIES PRIOR TO ANY CONSTRUCTION. La IRAN aria .1 ' I .n•< 1 / ` "' x.,m`"u` 1' ��• 10*'• �.z c. '?Holly Point Road sia V, as.rAoals� , 1�4tM ,+,,. I ,u.A'o,as /sr It Centerville, Massachusetts � ` PALED ,' /' //+ ei ), c � r�• � p AVDC A'FAItt nasr fTe.m RxE •`_ - ��/ I•7C , 1] Yea / / /� /,fTl,2� ti lelle&James Cruise , S i 4 Wetlands Permit Plan VUUARY P� Ra+osFn wwr• / Y' '�. a Ii I ' ' Proposed Addition Repair Boathouse, , P ') AL1DInON , ,us Il � Remove Tennis Court and B)REC cR� A) +s A / 1 3 arsTRUcr ROW KTTH wcNER RIDGE �v ',,, Construct Garage C)10'A 20'PAno WTH TRELLIS of M5 s „ Lc nA.2aM o 2)ExIsrwp SHED A oftor R La rtAN BAXTER NYE ENGINEERING&SURVEYLNG A) TO BE R&WO0 ED Nair PONT WMIVa Mad rcnor are. BJ FDOIT'RfIV'?TO SE REPLANTED Rq;Isiaed RDkssioW Enginxn and Urid Surveyors i'v7ty io.5' 76,vmh Sam-3Ed floor Hyannis.Masw:AusemI?601 �:•C� .Tz J)BOA nfOUZ 429 Pkw-(508)771-7Yn Fax-(508)771-7622 ! y A)REPARIREcatsiRucr FoLiNvAmiv 6)RA,SF ROOF-jr C)INSTALL*10016S AND 1£NTS s`V,.ri,,�• 20 0 20 40 ot'. ePe AND'_" sYlox+Li, 4)IDWS croup• D.E.P.File#SE 3�4459 y� "R,a2.a4' SCALE IN FEET A)REUDF_' TENMS COURT - 8)GONSTRCT NEW GARAGE CON ATK MOTGt• S�? 005 us Tarr a rA T SG1E 1'.20' •Y. S DATE; 10-18-05 C)PIL V TCrLR ATF W REIIAL'u Ll.G i• NO WORK 6 TO BE DONE ML FORDS A&B ALONG KTH REQUIREDREM. DATE REA4VtK5 7V4N;5 LOUR? PHOTOCAAPTS APE W&CAFD TO M%ETNAPON COMMSSM 112 +5 45.4 J. 8-16-o6 ADOff10NS & GtRACE 5)PLurtluG B'R''Fu7 2 Lri � h'LWa W GOOD REPAIR UN71 HOLLY POINT ROAD coNSTRUCTON A) RE1MOl£E'OF LA W4 .9.e .o'rec PmvArr►Ar 2. 4-I 1-06 ADO PLANT BUFFER Bj FIETER rfM'Sr.,y?AS PER PLANPREPARED BY J.ALL PETER ROOF U-'095 TO DW ARGE TO WELLS OR DRIP TRENCEEE5. 1 1 -' - T OM rNC itxeT R,. 4. TO START PR I y CtIACTOR 9-cT PRUROE A CO ART O x ITON PROTOCOL FOR R£/EW 0 2005 SUPVE WRKSH 2005-i00W0�)A— AiF IOR BCLLR O SE REPAIRS 1005-100 - / _.r Gerage plan wnh Ch5 Sgaare Fcef;iru)I BcdaH+msi sT from fYcam Ilunu S.e/rLc'Ha•,•,r PnRc 1 rt-' Town of Barnstable - ` ' Regulatory Services P '► Thomas F.Geiler,Director Building I)ivisionT N Q �a �ST ��: w EpRNj6TARi.A, ++' Tom Perry,Building Commissioner . �iOlEo �� 200 Main Street, Hyannis,MA`0250I 1 IN 1 t 07 www.town.barnstable.ma.us Office: 108-862-4038 Fax: 508-790-6230 Approved- Fee: -O Permit#: U40 HOME OCCUPATION REGISTRATION Date: '7 ` Name: R C C'k: Phone#: Address:_ �o moo`\�, �?� Village:_ T�pr- Alf Busihe r T.porof Business: (fit r� �r�r.n,.��«\ kfi4 Map/Lot: . off•3 2 ba q. Cep 3 INTENT: It is the intent of this section to allow the residents of the Toren of Barnstable to operate a Home occupation withinh single family dwellings,subject to the provisions of Section 44.4 of the Zoning ordinance,provided that die activity shall not be discernible from outside the davelling: there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no ihhcrease in air or groundwater pollution. After registration tizti die Building Inspector,a customary home occupation shall be permitted as of right subject to die following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling uinit,located within that dwelling unfit. • Such use occupies no more than 4.00 square feet of space. • There are no external alterations to the dwelling which are not customary ii residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of norni al residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other.objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing tine Customary Home Occupation,and not Hithui the required f-onit yard. • There is no exterior storage or display of materials or equipment. • Thhere are no commercial vehicles related to the Customary Home Occupation, other than one vani or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on die sane lot containing tie Customary Home Occupation: • No sign shall be displayed indicating the Customary Home Occupation. • If tie Customary Home Occupation is listed or advertised as a business,die street address shall not be included. e No person shall be employed uh the Customary Home Occupation avho is not a per manent resident of the dwelling unit. I, the uuhders net,have read and �-ee7*tl the above restrictions for my home occupation I aun registering. Applicant: Date: ! 3 (a Homeoc.doc Rei%0 3/ 8 YOU WISH.TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 M(ain St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st Fl., 367 Main St., Hyannis, MA 02601 (Town-Hall)and get the Business Certificate that is required by law. l N DATE: i ( 1> Fill in please: APPLICANT'S YOUR NAME/S:. L cL 'r BUSINESS YOUR HOME ADDRESS: Ho LL!j j 1" TELEPHONE # Home Telephone Number 5o lb 3 4 b.— NAME OF CORPORATION: NAME OF NEW BUSINESS Pi TYPE OF BUSINESS Vknr-r 6-,.k IS THIS A'HOME OCCUPATION? YES NO ADDRESS OF BUSINESS �'lt, Ko"J ,.A C MAP/PARCEL NUMBER [Assessing) I When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of thelTown of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth Rd.& Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE MUST COMPLY WITH HOME OCCUP '� This individual has be formed of an ermit requireme� (t giR L&Q0N8usF"QRE I U co 0 Ly Authorize ignature** MPLY MAY RESULT IN FINES. . COMMENTS: /010 S 2. BOARD OF HEALTH This individual ha been i� e. of the permit requirements that pertain to this type of business. io Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LI d SING AUTHORITY This individual s be i f d f t lic n r q e ent that pertain to this type of business. • Aut orized Sig r COMMENTS: € TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a3a Parcel 0® Application# c �DCo`�103 Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee SUt d0 Planning Dept. Permit Fee ��y Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis , Project Street Address 42 Village cd.° y%J,Lu Owner A J ak fty,6X 0-00 v se Address o?��, �o�L��e �� , 04 Telephone Permit Request -, , ��c� !494'e, 4 4N& IN4,'44 � � r In e Square feet: 1st floor:existing proposed a y0 2nd floor:existing 40 proposed 0 Total new Zoning District A R D Flood Plain Groundwater Overlay dr QPa Project Valuation 0 Construction Type Lot Size , j�9 Grandfathered: ❑Yes 5(No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure OU Historic House: ❑Yes AM On Old King's Highway: ❑Yes kr90 Basement Type: ❑Full Crawl ❑Walkout ❑Other F,t Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1J Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: •,`Gas ❑Oil ❑Electric ❑Other Central Air: )4/Yes ❑No Fireplaces:Existing !0 New Existing wood/coal stove: ❑Yes k(No Detached garage:❑existing ❑new size Pool:❑existing ,❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ .Commercial ❑Yes V<o If yes, site plan review# C ; Current Use f7c-g—%, 130 A Proposed Use ki BUILDER INFORMATION co Name Telephone Number D , O (fir* Address 3.�9 Pia�kc-� £ License# hh Home Improvement Contractor# .4 q Worker's Compensation# L)C_ iS7r 1! ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO bo SIGNATURE DATE `�- FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED t MAP/PARCEL NO. y '_ � j f ADDRESS VILLAGE, .., OWNER DATE OF INSPECTION: _ FOUNDATION FRAME r' INSULATION -- s FIREPLACE —} • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 9 FINAL BUILDING •llz DATE CLOSED OUT ASSOCIATION PLAN NO. v r 'F4 - Department of Industrial Accidents r Office.of Investigations: 600 Washington Street Boston,MA 02111: `'M ,�• www mas&gov/din ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kpplicant Information Please Print Legibly VBllle (Business/Orpnization/Individual). A.ddress: dg City/State/Zip:_ . K`L& o 01 b7&� Phone#:_ o C-) ►re you an employer? Check the-appropriate box:: Type of project(required):- ❑ I am a employer with 4.. Uq am a general contractor and I 6. 0 New construction employees(full'and/or part time).* . , have hired the sub-contractors El I am a sole proprietor or partner- listed on the attached sheet 1 7• Qftemodeling ship and have w employees These sub-contractors have' 8. [] Demolition ` working for me in anycapacity. workers' comp.insurance. 9, ( Building addition [No workers' comp. insurance 5• ❑ We area corporation and its 1 required.] officers have exercised their' 10.[YE1ectrical repairs or.additions. ❑ I am a homeowner doing all work right of exemption per MGL 1�1.�1umbing repairs or additions myself:[No workers' comp. c. 152,§1(4), and we have no. i2.❑ Roof repairs insurance required.] t employees. [No workers'- comp.insurance required.) 13.❑,Other ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: `a (omeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such mtracton that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. rm an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site Formation. wranceCompanyName: licy#or Self-ins.Lie..#: L) C ' Expiration Date: i_zemrj b Site Address: City/State/Zip: C'e A,}, s tach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). ilure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a e up to$1,500,.00 and/or one-year imprisonment; as well as,civil penalties in the form of a STOP WORK ORDER and a fine up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of restigations of the DIA for insurance coverage verification 'o hereby certi nder the pains and penalties of perjury that the information provided above is true and correct: mature:. Dater ,(O, one#:. 61,-0 k 4 to— rra C) 'Official use only. Do not write in this area,to be completed by city.or town official City or Town: PermiVLicense# . Issuing Authority(circle one): I.Board of Health 2..Building Department 3.City/rown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and. Instructions lassachusetts General Laws chapter 152 requires all employers to provide workers' compensation fbt their AVloyees. ursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, xpress or implied,oral or written." association,coipora#on*or other legal entity,or any two or more �n employer is defined aS�:•aa inavidual,.parmership,, . deceased to er or the ' f the fore om -engaged in a joint enterprise, and including the legal representatives of a d emp y , g g =fiver or trustee of an individual,partnership, association or other legal entity,employing employees. However.-the wner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the welling house of another who employs persons to do maintenance, construction or repair woik'on such dwelling house grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." I on the o g P AGL chapter 152, §25C(6)also states,tiiat"every state or local licensing agency,shall withhold the issuance or enewal of a license or permit to operate a business or to construct buildings in the commonwealth for any ipplicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapteT 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall .nt.er into any contract for the performance of public work until acceptable.'evidence.of compliance with the insurance equirements 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 certificates) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members orpartners)' 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 io'fill out i' the event the Office of Investigations has 1:6 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 Iowa)."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-lkenses..A new affidavit must be filled out.each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office.of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone'and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents office of Investigattions 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 evised 5-26-05 wwwmws.gov/dia G. S -31 5 - 3'45� -al Wc,Z 31S 3Qf)o - o Ik, FINE 1°y, , Town of Barnstable Regulatory Services snxxszASM ' Thomas F.Geiler,Director y •Huss. i639• a•• Building Division fD MP'� Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 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 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: KPr'�® -t?�- �' �eg"�iu� Estimated Cost Address of Work: Owner's Name: � 1�1� �- k 1 4' Date of Application: 10 2-,fc�D I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuilding 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 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: Date Contractor Signature Registration No. Date wner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= o x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE ©l square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 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.0041= 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 $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 °Ft► ��,,,� Town of Barnstable Regulatory Services BAR' Thomas F.Geiler,Director 'Arfo;9r►`0� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 4 A04 ae c �w �� , as Owner of the subject property hereby authorize A.Kz �� .d°Lc.t,L`�`I to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Si a e of Owner Date Print Name QTORMS:OWNERPERMISSION WARP:OF BVILDING RE�ULATIO;NS License: CONSTRUCTION SU'P-RVISO'R NumbedS. 051836 ) ,e B9rf(aSi1.948 4� �Q5/Z006 Tr.no: 7034.0 5 RI't k DANIEL '0, 359 REGENCY MARSTONS MILLS II/I 2".48 J; _ Commissioner . � ,per �1:e�amirraonuseall/�� i '\ Board of Building Regulations and Stand..rds HOME IT OVEMENT CONTRACTOR Re ist_r 19/2007 DANIEL E CRO DANIEL CROWL i 359 REGENCY DR MARSTONS MILLS,MA 02648 Administrator f � � � oan�neoozuiea�C o�,./�aQoacl Board of$mldmg Regulations and-Standards Construction Supervisor.License L.. CS 51836 &.fc aafe 1/5/1948 02008 Tr# 5613 i I MMS. tl�Ons I l i bANIEL E CEO 359 REGENCY D` Y� MARSTONS MILLS,MA648 Commissioner f r V V � r\1 ` / 1 �oFIKE?I Town of Barnstable � Regulatory Services U"ARNSTABLML ' Thomas F. Geiler,Director y MASS. g 039. Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Z Z ©z? ®®-3 Project Address4o I I Pd a a� Builder:O-rn c'J The following items were noted on reviewing: �. a �e:�n,e,r-j Q J ss w ke.-c �esu i t �- t/ / r.RS l:.Lt eta c.(�doi'f•C� VZ.�3' aw �,� d! L (� 6 Reviewed by: S f6kE O/DA.13 Dater11 iV/ Q:Forms:Plnrvw S�"; f .f .' IeK iY... !., i � f' }Y. � � .. �y�' �-'a i Nt d�t '§Y- �' -�A INA x,, �.-�� 1r .x 3:e^ } t� �f+. ''3-37 _ +�,.� '� OW ME nUD WIN-M x7 _ �r i r• i c u-. a c- ' �.3 :. -s�� X:.Sa t StS�'t i� - -.a` M S< ✓'r� Fj�i'- �+Y `kF}� '--r' d'e� 1"v�' i Re � r., r ca r = e e • • e y � , 9; 3.r ~� Ei.9 EI .'fY 6 •'@ 0; :S R b> $ E 6 c vb."E 61 d ..:,? 1 '_E;$ `ql b� ' MIN Mil '2 — _ — -- — x } 1 ® m � = 4 r ®esigned and engineered _ Galvanized face Models V1 D and V2D plate may be include adjustable Thermostat . trimmed if dehumidisrat . deactivates fan , •� necessary below 401E to F avoid freeze-ups W- !r Sealed bearin Models V1 D andsV2D have 6' motor (} grounded power CUM Easy to install Ventilators are ' - _ installed inside crawl ;• V $ 4v .X space behind existing ventilation opening. Screws and masonry wall anchors are 4 — s " included. Mode s v1D&V2D Model V1 Specifications 3 �` Model V1 V1D V2D �ba� { ✓ Performance 110 CFM 110 CFM 220 CFM Motor 115/1/60 115/1/60 2 Cd 115/1/60 r'c 0.30 amps 0.30 amp 0.60 amps Optional Model DH10 Dehumidistat � OFF/ON or OFF/ON or dehumidistat available 20-80%RH 2O-80%RH separately �N4 Thermostat Opens at 40°F Opens at 40°F Opens at 40 F Dimensions 14 3/8"x 6 7/8"x 2" 18"x 9"x 2" 18"x 9"x 2" Homer to determine the number of � F UnderAire-ventilators needed: Calculate the cubic area of the crawl space by multiplying the length x width x height.Divide this number by 15 to determine the minimum CFM necessary to r H r fully ventilate the space in 15 minutes.Example:20'wide x 40'long x 3'high crawl space=2,400 cubic ft.2400 cubic ft._ 15 minutes=160 CFM oflow ventilation.Choose two V1 or V1D ventilators or one V2D ventilator. Complete details on Tjernlund Crawl Space Ventilators are available from your Tjernlund distributor or at www.tjemlwW.com °A Tim ERKPLUND PROMICTS, 1601 Ninth Street White Bear Lake,MN 55110.6794 Phone:651.426.2993 800.255.4208 Fax:651.426.9547 Visit our web site:www.lemlund.com Copyright 0 2006 TJernlund Products,Inc. P/N 8500720 Nov- 14-06 O5:O4P P.O2 ¢ � (Z STFtiBLE I� ' I Permit Date NOV 15 Ali S. 00 111 RESIcheck Software Versign-11 ---------" Compliance Ce i irate Project Title. Proposed additions and alterations to the Cruise Residence Report Date:11114KA Data Mename:G:Vrogram Files%Check1RESeheWCtuise.rck Energy Code: Metsatachuw=Enemy Code t.ocation: Barnstable,Massachusetts Construpion T ype; 1 or 2 Fami , Detached Heating Type: Other(Non-Electric Resislanee) Glarhg Area Pencentage: 22% Hearing Degree Days: 6137 Construction Site: Owner/Agent: Dasigner/Contlaotot: 278 Holy Road Timothy Luff Centerville,MA 02635 Archi-Tech Assooiates,Inc. 6 School"street WWI,MA 02635 508 42a-5335 t •^ e EN Ceiling 1:Catftotlral Ceiling(no attic): 359 �381,0) 0.0 10 Calling 2:Flat Ceiling or Sclasor Truss: 1087 30:0 0.0 38 Well 1:Waod Frame,16'o.c.: 1775 13.0 0.0 113 Wirw*w 1:Wood Frdnla:Otluble vane with Low•E: 272 0.320 e7 Door 1-Glas& 120 0.320 38 FtW 1:All-Wood lelstrrruss:Over Unconditionad Space: 1267 15.0 6.0 . 60 Fumacc is Pored Hot Air.84 AFUE C phance Sfahvftnt;The proposed bulldirlp design described Fame is consistent with the building plans,spa cations,and other lotions subrnittted wAth the permit application.The croposed building has been designed to meet the Massachusetts Energy C requi merits in RESchack version 3,7.3 and to comply with the mandatory mmirerrients Ilstad in the REScheck inspection C' ist. ting Toad for this building,and the 000ling load If appropriate,has been determined using thP.applicable,Sl2ndrard C ti found In the Code,The HVAC avlornent selected to heat or wol the building shril be mi greater than 125%of l^ t specified in Sections 7110rU�RR 11��3'�1''0 and,k.4. F3W1)!erlD tier Company Name Date Ptrposed additions artd alterations to the Cruise Residence page^of 1 Nov-14—O6 'O5:O3P P.01 °w 0 . A h C H I —T E C H 6 school streer t 508.420.5335 f 508.420,5304 ASSOCIATES4Wtuit,ma 01635 Lainfo{,carchiteihassociates,com a r c h i t e c t u r a I d e s i g n arehiteeh associates.(am TRANSMITTAL Date: November 14,2006 _ — ❑lk)pdoff Pick-up ❑ Mail ❑0vcrnight TU, Jeff Lauron _ --- i Fax 508 790-6230 2 - Barnstable Building Dept, ❑ether Rvgarding: Cruise Residence,276 Holly Road,Centerville,Ma Remarks Jeff, Please find attached Energy Study/Rescheck From: R f I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I I I Checked by/Date I I I TITLE: additions and alterations CITY: Boston STATE: Massachusetts HDD: 5641 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-25-2006 DATE OF PLANS: 12-22-04 PROJECT INFORMATION: Cruise Residence 276 Holly Point Road Centerville, MA COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 w COMPLIANCE: Passes Maximum UA = 388 Your Home = 386 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 359 30.0 0.0 13 CEILINGS: Raised Truss 1087 30.0 0.0 35 WALLS: Wood Frame, 16" O.C. 1775 13.0 0.0 146 GLAZING: Windows or Doors 399 0.330 132 DOORS 0 0.300 0 FLOORS: Over Unconditioned Space 1267 19.0 0.0 60 ------------------------------------------------------------------------------- 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 requirements of the Massachusetts Energy Code. The heating load fju is bu lding, and the cooling load if appropriate, has been determineg t applicable Standard Design Conditions found in the Code. The qui e t selected to heat or cool the building shall be no greaten 12 $ the design load as specified in Sections 780CMR 13d b� //►►,,,, Builder/Designer Date I� 'WJ t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept.. Permit Fee .lp Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address o? Village &Rcv,6, Owner 1 Address �r� 6/h7: Telephone P 77 Permit Request t,Lt E".'ishii gm &L-L uw 4wN ( ' &VCo &-t, OP J�_F Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing StrucOaVwla Histori use: e ❑ On Old King's Highway: ❑Yes ❑No Basement Type: ❑ lkout ❑ ther Basement Finished A Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new. Numb o edrooms: existing new Tot I Roo Count(not inclu ' bat s) e s' in w m Count 11, Het eMiLl Gas ❑Oil ❑Electric her p Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑.existing ❑new size 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 - Di- - wG BUILDER INFORMATION <�4vc YV1.42o,) C�►f Name ,l, �f, CRC ��Y/(� Telephone Number � ��i�/ 7 Address 8 o License# 0J 577 + m7Qp m h Home Improvement Contractor# Worker's Compensation# W C600 2374 4 ALL CONSTRUCTION DE RESULTING FR THIS PROJECT WILL BETAKEN TO fr SIGNATURE I DATE i FOR OFFICIAL USE ONLY r r PERMIT NO. DATE ISSUED ` MAP/PARCEL NO. ' ADDRESS VILLAGE -~ OWNER I DATE OF INSPECTION: FOUNDATION f FRAME c�SIls�ssc INSULATION $ '7l08 � FIREPLACE ELECTRICAL: ROUGH FINAL r ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING S DATE CLOSED OUT ASSOCIATION PLAN NO. �! F �O*IHE l Town of Barnstable ~O Regulatory Services BAM' AABM SSS. ' Thomas F.Geiler,Director prEDMA'1p,�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, t Chi kCk(S y , owner of property located at a� H—o hereby certify that �Mw (Nrla-kr-CA-C-4ion is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# Bd( 1131 E , issued on 11 Z 09, 2000. I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR rev:080102 r .,;Boat ml �dlffil-c- flonstr uc`uo-s",S pervrso-e�ice„nse License: CS 5T934 • �= BrcL F � 6! 9f 9C� - Ex t tron Vi-009 Tr# 1�6449 Restecct�c�n PA L! MIAZZOG RO SOX 509 - _. �zARST0I -SAll LS,fVtA 0254�' _��7nmissior-cr M effl # #MPROV IN, C:3(�7RA QR 08 ryRrn.- nat ;Corporation X GCI BUILDERS INC CAUL ;,AAZZOLA77 RIDER ROAD MARS-ONS iMILLS,mA 0264 Bepkty 1 mist!ate . l 05/05/2008 MON 12: 27 FAX 508 790 1677 FAIR INS 2001/002 AWRA CERTIFICATE OF LIABILITY INSURANCE DATE /05/2008l PRODUCER (S08)775-3131 FAX (5,08)790-1677 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 430 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ` 619 Main St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIC# INSURED The WaquoTt Group LLC DBA GCI guilders, Inc. w$URERA: National Grange PO BOX 509 INSURER B: Savers Marstons .Mills, MA 02648 INSURER C: INSURER 0: INSURER E: . 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 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 BY PAID CLAIMS. ILT R DD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY MP143707 05/28/2007 05/28/2008 EACH OCCURRENCE $ 11000,000. X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ SO,OO 01 CLAIMS MADE a OCCUR MED EXP(Any one Person) S 5,000 A PERSONAL&AOV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY PR JECi LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S 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 OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC0002374 O.S/28/2007 OS/28/2008 WCSTATU• , OTH• EMPLOYERS'LIABILITY B ANY PROPRIETOWPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,00 OFFICEWMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 100,00 If be under SPECIAL de ROVISIONSbelow E.L.DISEASE-POLICY LIMIT $ 5OO 00 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, MR 81 MRS CRUISE BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 276 HOLLY POINT OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, CENTERVILLE, MA 02632 AUTHORIZED REPRESENTATIVE lKathySilvia FAI7S1 rOGSxICW'd�T ACORD 26(2001108) FAX: (508)428-9834 ®ACORD CORPORATION 1988 I 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): V Address: 'b rnC Ci /State/Zi .!/ gA hone.#: � tY P• Are you an employer? Check the appropriate box:'_ Type of project(required): 1.❑ I am a employer with 4. dl am a general contractor and I 6. ❑New construction employees(full and/or part time).* have hired the stab-contractors 2.El 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' 9 ❑Building addition [No workers' comp.-insurance comp.insurance.- required.] 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their ME]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'conTmsation 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 emplayees. if the sub-contractors have employees,they must providt their workcss'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as r ed um Section 25A of MGL c. 152 can lead to the imposition of crimizial penalties of a fine up to$1,500.00 and/ one-year' onment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a da gainst the • tor. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of DIA for' ce covers a verification. I do hereby ce fy under a pains and en anon provided above true and correct Signature:' Date: — Phone# Official use only. Do not write in this area, to be completed by city or town officiaC 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 representative's of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,constriction 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( )states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their certificates)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 (Le.a dog license or permit to bdrn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice 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 Wwhington Street Boston,MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 W .mass.gov/dia Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.09 Bv:tim ,archi-tech associates inc.on: 10-24-2006 :2:15:38 PM Proiect: CRUISE-Location: (9b)20'bm. @ kitchen ceiling Summary: (2) 1.75 IN x 14.0 IN x 20.0 FT /1.9E Microlam-Trus Joist Section Adequate Bv: 74.6% Controllinq Factor: Moment of Inertia/Depth Required 11.63 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.20 IN Live Load: LLD= 0.26 IN=U916 Total Load: TLD= 0.46 IN=U524 Reactions(Each End): Live Load: LL-Rxn= 1107 LB Dead Load: DL-Rxn= 829 LB Total Load: TL-Rxn= 1935 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.74 IN Beam Data: Span: L= 20.0 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= 3.25 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 0.66 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= 98 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 61 PLF Floor Uniform Live Load: wL-floor= 13 PLF Floor Uniform Dead Load: wD-floor= 7 PLF Beam Self Weiqht: BSW= 15 PLF Combined Uniform Live Load: wL= 111 PLF Combined Uniform Dead Load: wD= 83 PLF Combined Uniform Total Load: wT= 194 PLF Controllinq Total Design Load: wT-cont= 194 PLF Properties For: 1.9E Microlam-Trus Joist Bendinq 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'= 2928 PSI Adjustment Factors: Cd=1.15 CF=0.98 Fv': Fv'= 328 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 9677 FT-LB 10.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1742 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= 39.66 IN3 S= 114.33 IN3 Area(Shear): Areq= 7.97 IN2 A= 49.00 IN2 Moment of Inertia(Deflection): Ireq= 458.33 IN4 1= 800.33 IN4 _ I Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006 : 2:17:04 PM Protect: CRUISE-Location: (9c)20'bm. @ kitchen clg. Summary: A36 W8x10 x 20.0 FT Section Adequate By:37.4% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.22 IN Live Load: LLD-Center- 0.36 IN = U669 Total Load: TLD-Center= 0.58 IN = U412 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 996 LB Dead Load: DL-Rxn-A= 615 LB Total Load: TL-Rxn-A= 1611 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.51 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 856 LB Dead Load: DL-Rxn-B= 535 LB Total Load: TL-Rxn-B= 1392 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.51 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 13 PLF Dead Load: wD-2= 7 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 30 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 105 PLF Left Dead Load: TRD-Left-1-2= 55 PLF Right Live Load: TRL-Riqht-1-2= 105 PLF Right Dead Load: TRD-Right-1-2= 55 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.5 FT Load Length: C-1-2= 5.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 70 PLF Left Dead Load: TRD-Left-2-2= 35 PLF Right Live Load: TRL-Riqht-2-2= 70 PLF Right Dead Load: TRD-Right-2-2= 35 PLF Load Start: A-2-2= 5.5 FT Load End: B-2-2= 20.0 FT Load Length: C-2-2= 14.5 FT Properties for:W8x10/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.89 IN Web Thickness: tw= 0.17 IN Flange Width: bf= 3.94 IN Flange Thickness: tf= 0.21 IN Distance to Web Toe of Fillet: k= 0.51 IN Moment of Inertia About X-X Axis:, Ix= 30.80 IN4 Section Modulus About X-X Axis: Sx= 7.81 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 9.61 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 46.41 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.16 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 44.0 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= 7171 FT-LB 9.6 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= 15464 FT-LB Controlling Shear: V= 1611 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Paqe: 6 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.09 By:tim , archi-tech associates inc. on: 10-24-2006 :2:17:04 PM Project: CRUISE-Location: (9c)20'bm. @ kitchen clg. Nominal Shear Strenqth: Vr= 19315 LB Moment of Inertia(Deflection): Ireq= 22.41 IN4 1= 30.80 IN4 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.09 By:tim , archi-tech associates inc.on: 10-24-2006 :2:15:31 PM Protect: CRUISE-Location: (10)6.5'bm. @ hallway Summary: (2) 1.75 IN x 7.25 IN x 6.5 FT /1.9E Microlam-Trus Joist Section Adequate By: 132.8% Controlling Factor: Moment of Inertia/Depth Required 5.47 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= 0.07 IN=U1139 Total Load: TLD= 0.11 IN =U698 Reactions(Each End): Live Load: LL-Rxn= 1170 LB Dead Load: DL-Rxn= 739 LB Total Load: TL-Rxn= 1909 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.73 IN Beam Data: Span: L= 6.5 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= 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= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 2.25 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= 197 PLF Floor Uniform Live Load: wL-floor= 45 PLF Floor Uniform Dead Load: wD-floor= 23 PLF Beam Self Weight: BSW= 8 PLF Combined Uniform Live Load: wL= 360 PLF Combined Uniform Dead Load: wD= 227 PLF Combined Uniform Total Load: wT= 587 PLF Controlling Total Design Load: wT-cont= 587 PLF Properties For: 1.9E Microlam-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'= 3202 PSI Adjustment Factors:Cd=1.15 CF=1.07 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 3102 FT-LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1565 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= 11.62 IN3 S= 30.66 IN3 Area(Shear): Areq= 7.16 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 47.74 IN4 1= 111.15 IN4 Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006 : 2:15:09 PM Protect: CRUISE-Location: (11)5.5'bm. @ bedroom header Summary: (2) 1.5 IN x 7.25 IN x 5.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:51.8% Controlling Factor:Area/Depth Required 5.13 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 = U2138 Total Load: TLD= 0.05 IN= U1407 Reactions(Each End): Live Load: LL-Rxn= 550 LB Dead Load: DL-Rxn= 286 LB Total Load: TL-Rxn= 836 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.66 IN Beam Data: Span: L= 5.5 FT Unbraced Length-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= 20.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 2.25 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 7.75 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 200 PLF Beam Self Weight: BSW= 4 PLF Beam Total Dead Load: wD= 104 PLF Total Maximum Load: wT= 304 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'= 1050 PSI Adjustment Factors:Cd=1.00 CF=1.20 Fv': Fv'= 70 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1149 FT-LB 2.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 669 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= 13.14 IN3 S= 26.28 IN3 Area(Shear): Areq= 14.33 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 20.32 IN4 1= 95.27 IN4 Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc.on: 10-24-2006 :2:15:12 PM Protect: CRUISE-Location: (12)5'girt. @ bedroom Summary: (2) 1.5 IN x 7.25 IN x 5.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 7.1% Controllinq Factor:Area/Depth Required 6.77 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.04 IN = U1581 Total Load: TLD= 0.05 IN = U1141 Reactions(Each End): Live Load: LL-Rxn= 900 LB Dead Load: DL-Rxn= 347 LB Total Load: TL-Rxn= 1247 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.98 IN Beam Data: Span: L= 5.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 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= 4.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 4 PLF Beam Total Dead Load: wD= 139 PLF Total Maximum Load: wT= 499 PLF Properties For:#2-Spruce-Pine-Fir Bendinq 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'= 1050 PSI Adjustment Factors: Cd=1.00 CF=1.20 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1559 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 948 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= 17.82 IN3 S= 26.28 IN3 Area(Shear): Areq= 20.31 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 25.06 IN4 1= 95.27 IN4 Property Location:'276-HOLLVPOINT RD -'MAP IDr 232/029/'003//' VisionfiD: 16559 Other ID: Bldg#: 1 Card 1 of 1 Print Date:09/22/2000 - , : escr:ption Code Appraised a ue Assessed Value KEN LA-ND 10yu--ru'um 103,00(l 6185 OVERSEAS WHY SIDNTL 1010 34,600 34,600 801 SLAMORADA,FL 33036 RESIDNTL 1010 1,600 1,600 Barnstable 2000,MA ccount It 144249 Man Ref. ax Dist. 300 Land Ct# er.Prop. #SR VISION Life Estate DL 1 LOT 213 Notes: DL 2 GIS ID: ota , , - tI n Y l " r •..,:'" ' , n �.... � a, •F: TSn'Of. .,. x. F r. Gode Assessed Value r. Cade Assessed Value r. Go de Assessedvalue ARRETT,JUDITH A C109549 12/15/1986 Q I 218,376 , ARSON,CHARLOTTE C804090 Q 0 1999 1010 34,6001998 1010 34,600 1999 1010 1,6001998 1010 1,600 ota: ota: ota: is st nature ac now a es a visit a ata Collector or Assessor .. .. - - . Ems;,y a g g y Year lypelvescription Amount Gode Description jVumber Amount Comm.Int. ' 'J ,' ..., Appraised Bldg.Value(Card) 34,600 Appraised XF(B)Value(Bldg) 0 Total:! Appraised OB(L)Value(Bldg) 1,600 Appraised Land Value ppra' a (Bldg) 103,000 .,.,, .< ,., ...,' `•: Special Land Value *LAND ADJ US I.P OR SIZE............ Total Appraised Card Value 139,200 Total Appraised Parcel Value 139,200 Valuation Method: Cost/Market Valuation Net TotalAppraised Parcel Value 139,2UU .i . \ . . � �. . a` P •\ ermtt ID lssue ateype Description -Amount Insp.Date o Comp. Date Comp. Comments Date ID Gd. PurposelResult Use Gode Description Zone D lFrontage Depth Units unitPrice L Pactor actor ivDna. Aaj. otes-AdjlSpectal Pricing A dj. Unit Price L2�4 ue ing a F am o es: 103,000 Total Card an nits a—rce7 Totalan d A rea: ota an a ue 103,1 Property Location: 276 HOLLY POINT RD MAP ID: 232/029/003// Vision ID 16559 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 09/22/2000 UN AE .: . < .. y Element Gd. Ch. Description CommerciatData Etements e ype Cottage Element Cd. Ch. Description Model 1 Residential Heat Grade C C Frame Type Baths/Plumbing' tones 1 Story Occupancy 0Ceiling/Wall Exterior Wall 1 14 Wood Shingle oommons l; /o Common Wall 2 Wall Height Roof Structure 03 able/Hip Roof Cover 03 sph/F Gls/Cmp Interior Wall 1 08 Typical w ,. �' �A� ,,. 16 1 2 Element Gode [Description Factor Interior Floor 1 20 Typical Complex 2 Floor Adj Unit Location Heating Fuel 4 lectric Heating Type 9 Typical Number of Units C Type 1 None Number of Levels 36 /o Ownership Bedrooms 1 1 Bedroom Bathrooms 1 Bathroom � ° • ; AMq- �- 0 1 Full Unadj.Base to otal Rooms Rooms ize Adj.Factor 1.70486 Grade(Q)Index 0.94 ath Type Adj.Base Rate 76.92 Kitchen Style Bldg.Value New 44,306 Year Built 1959 ff.Year Built 1975 rml Physcl Dep 22 uncnl Obslnc on Obslnc Spec].Cond.Code �.. VQ 1:1,11", pecl Cond Go de escri.tion Percentage verall%Cond. 8 iuiu mg a am eprec.Bldg Value 4,600 r111T UIL Code escrptzon nits nit rice r o. p t nd d. pr. Value r oa ouse .x � �vs sue`: ,�;�%:. ,:`v�. .. .,»»�i�..*.. - ,- •�,.' .. _ �A �: Code escrzption Living Area CirossArea Eff.Area Unit Gost Undeprec. Value zrs oor , IX Ciross LivlLease Area g a: 44,3061 Property Locatio» '286'110L'•L•Y POINT RD MAP ID: 232/029/002//w Vision,dD: 16558 Other ID: Bldg#: 1 Card 1 of 1 Print Date:09/22/2000 M rxft%i .. .awn ., .. DescriptionAW Code Appraised Value Assessea value 61A OVERSEAS HWY SIDN RES D 1010 1010 168,000 299,00 300 801 SLAMORADA,FL 33036 Barnstable 2000,MA ccount44230 Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR VISION Life Estate DL 1 LOT 215 Notes: DL 2 GIS ID: owj 467,300 1 467930 q r. Code Assessed Value Xr. code Assessed value Yr. Code Assessed value ARRETT,VINCENT W C109550 12/15/1986 Q I 581,467 , ,OUU ARSON,WILLIAM&CHARLOTTE C75292 Q 0 1999 1010 299,3001998 1010 299,300 ota: ota: , ota by< � . ; s is signature ac now edges a visit y a Data o ector or Assessor ear lypelDescription Amount Code Description Number Amount omm.Int. "f". Appraised Bldg.Value(Card) 277,500 Appraised XF(B)Value(Bldg) 21,800 Appraised OB(L)Value(Bldg) 0 ota <�., � � �, Appraised a (Bldg) 168,000 A tse Lan Value °� ' ' � Special Land Value Total Appraised Card Value 467,300 Total Appraised Parcel Value 4679300 Valuation Method: Cost/Market Valuation Net TotalAppraised Parcel Value , .. 300 �` �. w , v .Permit Issue Date lype Description Amount Insp.Date o Comp. Date Comp. Comments Date ID Ca. Purpose/Result Aj a a se o e Description Zone ID lFrontage Depth Units.— rgrg—Slngletam ., o es: 1509000 1 1010 Single Fain RDl 3 t;0:20 AC 60,000.00 1.00 5 1.00 51 WB 1.50 PCL(.20,U11)Notes:11 1RESI 90,000.00 18,000 Totat Lardan nus -T-�----Pa-rcet 7 ota an rea: 1.2U AC "otal LandValue , Property Location: 286 HOLLY POINT RD MAP ID: 232/029/002// Vision ID:16558 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 09/22/2000 off, ,, s.. .r ': .., ..-q:, _.-� ,E- ors xy a �.• .: �.. ElementDescription Commercialuata Elements ty e ype o er on emp Element Cd. Ch. Description Model 1 Residential Heat Grade + + Frame Type 10 Stories 1 2 Stories Baths/Plumbing 14 363 ccupancy 0 eiling/Wall 7 ooms/Prtns BA5 2 13 Exterior Wall 1 14 Wood Shingle /o Common Wall ASAS US 26 2 all Height AS Roof Structure 3 able/Hip 16 36 Roof Cover 3 sph/F GIs/Cmp { � � ° 26 8 2 nterior Wall 1 8 ypical „ �-_ ,1` h ° :IIn •„�.. 2 ement o e escription actor 0 3 Interior Floor 1 0 Typical Uomplex 2 Floor Adj Unit Location eating Fuel 3 as 28 Heating Type 9 Typical Number of Units 9 64 C Type 1 one' Number of Levels 14 /o Ownership - 1 Bedrooms 5 5 Bedrooms 8 Bathrooms 1 4 Bathrooms �\ , 2 Full+2H na j. ase e Total Rooms 10 10 Rooms ize Adj.Factor 0.87477 Grade(Q)Index 1.53 ath Type Adj.Base Rate 64.24 22 2 Kitchen Style Bldg.Value New 283,170 Year Built 1959 ff.Year Built 1980 22 rm1 Physcl Dep . 17 uncnl Obslnc con Obslnc pecl.Cond.Code a e peclCond / 5 Code Description lulu single am n —Overall%Cond. 8 eprec.Bldg Value 77,500 ' Go de Description LIB Units Unit Price Yr. Dp Rt , „%Cnd Apr. Value FFLZ irep- y B 1 3,200.01) , FPO Ext FP Opening B 1 800.00 1980 1 100 700 BFA Bsmt Fin-Aver B 1,476 15.00 1980 1 100 18,400 :,,,is,.., fl. N. L'.` „'dam• /,' sG• .•`` � Go de Description LivingArea Uross Area Ejj.Area Unit Cost Undeprec. Value BAS First oor 2,304 7'J64 , BAY Bay Window 16 16 16 64.24 1,028 BMT Basement Area 0 2,208 442 12.86 28,394 FAT Attic,Finished 476 952 476 32.12 30,578 FOP Porch,Open,Finished 0 36 7 12.49 450 FUS, Upper Story,Finished 840 840 840 64.24 53,962 GAS Attached Garage 0 484 169 22.43 10,857 P Patio 0 688 69 6.44 4,433 WDI{ Wood Deck 0 252 25 6.37 1,606 i ross LivlLease Area, g Val. 2N3,17U Property Locati&i:°":294'HOLL'Y'POINT D MAP ID "232/029/004// Vlsiore.,ID: 16560 Other ID: Bldg#: 1 Card 1 of 1 Print Date:09/22/2000 -, escrption Code Appraised Value Assessed _Value M 61A OVERSEAS HWY SIDNTL 1060 9,000 9,000 801 SLAMORADA,FL 33036 Barnstable 2000,MA Account an Ret. ax Dist. 300 Land Ct# er.Prop. #SR VISION Life Estate DL 1 LOT 212 Notes: DL 2 GIS ID: Totall , ', _ fit •i: F_ �%.... . � q A \ " ? IMP, .. ,,_ j s r sf= ; r. Code Assessed Value Yr. Code I AssessedValue Yr. Code Assessed Value ARRETT,VINCENT W& C109548 12/15/1986 Q I 60,157 T999 1060 , , ARSON,WILLIAM&CHARLOTTE C75292 Q 0 1999 1060 9,0001998 1060 9,000 ota: 2/,4UU Total. ota ; ' •, is stgnature ac now a ges a visit y a ata o ector or Assessor , ..,: . ,ear iypelDescription Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 Appraised OB(L)Value(Bldg) 9,000 Total: Appraised Land Value(Bldg) 18,400 Special Land Value Total Appraised Card Value 27,400 Total Appraised Parcel Value 27,400 - Valuation Method: Cost/Market Valuation Net TotalAppraised Parcel a 27,400 a Uulw% \ • aHAN . \ . . ..,. ;, � .ac: � :, .. .. ...':... ;... �• m\�\ .�.. �� '' .m .�-...:. �•,,. a. ,� ' �,_.�e�,.ate ... �•.•`�; �, �'... „ Permit issue Date lype escription Amount Insp.Date Yo Comp. Date Comp. COmments Date ID Cd. Purpose/Re—s—uTt- A TOW. NM Use o e Description zone I D lFrontage Depth Units Unit Price L Eactor S.L C.Pactor Nbhd. Adj. otes-AdjlSpectal Pricing Aaj. unit Price Lana value ccessory KD1 3 1 0.26 AC iu'�. o es: latal Cardan nits arce ota and Area: L26 AC Value , Property Location: 294 HOLLY POINT RD MAP ID: 232/029/004// Vision ID:16560 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 09/22/2000 r t I 11#111111� r . ElementDescription Commercial ataElements Sty e ypeOutbuildingsElement Cd. Ch. Description Model DO Vacant Heat Grade Frame Type Baths/Plumbing Stories Occupancy Ceiling/Wall ooms/Prtns Exterior Wall 1 /o Common Wall 2 Wall Height Roof Structure Roof Cover Interior Wall 1 a .: 2 Element Gode Vescription actor Interior Floor 1 Comp Fex 2 Floor Adj Unit Location eating Fuel Heating Type Number of Units C Type Number of Levels /o Ownership Bedrooms Bathrooms na 1.Base Rate Total Rooms ize Adj.Factor .00000 Grade(Q)Index .00 ath Type Adj.Base Rate .00 Kitchen Style Bldg.Value New Year Built ff.Year Built rml Physcl Dep uncnl Obslnc con Obslnc : Spec].Cond.Code I pecl Cond% ent Code Description erca\e —Overall%Cond. ccessory eprec.Bldg Value /' x .. y Go de escription nits nit rice r. p t o n pr. Value ennis Court , , Code Description LivingArea ross rea Area Unit Cost Undeprec. Value F TtL.Uross LivlLease Area g a Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006:2:15:13 PM Protect: CRUISE-Location: (13)7.5'girt. @ kitchen/family room Summary: (2) 1.75 IN x 7.25 IN x 7.5 FT /1.9E Microlam-Trus Joist Section Adequate By: 33.3% Controlling Factor: Moment of Inertia/Depth Required 6.59 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.16 IN =U556 Total Load: TLD= 0.23 IN= U400 Reactions(Each End): Live Load: LL-Rxn= 1800 LB Dead Load: DL-Rxn= 705 LB Total Load: TL-Rxn= 2505 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.95 IN Beam Data: Span: L= 7.5 FT Unbraced Length-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= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.25 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.75 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 188 PLF Total Maximum Load: wT= 668 PLF Properties For: 1.9E Microlam-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 Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4696 FT-LB 3.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2104 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= 20.24 IN3 S= 30.66 IN3 Area(Shear): Areq= 11.07 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 83.41 IN4 1= 111.15 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver:7.01.09 By:tim , archi-tech associates inc. on: 10-24-2006:2:15:54 PM Protect: CRUISE-Location: (14)3.5'bm. @ family header Summary: (2) 1.75 IN x 5.5 IN x 3.5 FT /1.9E Microlam-Trus Joist Section Adequate By:43.9% Controlling Factor: Section Modulus/Depth Required 4.58 In Center Span Deflections: Dead Load: DLD-Center— 0.03 IN Live Load: LLD-Center= 0.03 IN=U1324 Total Load: TLD-Center= 0.06 IN=U730 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 973 LB Dead Load: DL-Rxn-A= 838 LB Total Load: TL-Rxn-A= 1811 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.69 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 973 LB Dead Load: DL-Rxn-B= 838 LB Total Load: TL-Rxn-B= 1811 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.69 IN Beam Data: Center Span Length: L2= 3.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.5 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= 40 PLF Dead Load: wD-2= 95 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 141 PLF Point Load 1 Live Load: PL1-2= 1807 LB Dead Load: PD1-2= 1322 LB Location (From left end of span): X1-2= 1.75 FT Properties For: 1.9E Microlam-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'= 2891 PSI Adjustment Factors: Cd=1.00 CF=1.11 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2954 FT-LB 1.75 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= 1747 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= 12.26 IN3 S= 17.65 IN3 Area(Shear): Areq= 9.20 IN2 A= 19.25 IN2 Moment of Inertia(Deflection): Ireq= 19.94 IN4 1= 48.53 IN4 Multi-Span Floor Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc.on: 10-24-2006:2:17:11 PM Protect: CRUISE-Location: (15)9.5'joists at bedroom floor Summary: (2) 1.5 IN x 9.25 IN x 9.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:23.2% Controllinq Factor: Section Modulus/Depth Required 8.33 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= 0.09 IN=U1211 Total Load: TLD-Center- 0.14 IN= U806 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 482 LB Dead Load: DL-Rxn-A= 238 LB Total Load: TL-Rxn-A= 721 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 0.57 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 569 LB Dead Load: DL-Rxn-B= 284 LB Total Load: TL-Rxn-B= 853 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.67 IN Beam Data: Center Span Lenqth: L2= 9.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 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= 0.66 FT Floor Tributary Width Side Two: Trib-2-2= 0.66 FT Beam Self Weight: BSW= 5 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 53 PLF Total Dead Load: wD-2= 20 PLF Total Load: wT-2= 78 PLF Point Load Live Load: PL-2= 550 LB Dead Load: PD-2= 286 LB Location (From left end of span): X-2= 5.5 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'= 963 PSI Adjustment Factors: Cd=1.00 CF=1.10 Fv': Fv'= 70 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 2785 FT-LB 5.51 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= 794 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= 34.72 IN3 S= 42.78 IN3 Area(Shear): Areq= 17.01 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 73.61 IN4 1= 197.86 IN4 I Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 Bv:tim ,archi-tech associates inc. on: 10-24-2006:2:15:56 PM Project: CRUISE-Location: (16)9.5'joists @ kitchen floor Summary: (3) 1.5 IN x 9.25 IN x 9.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 13.1% Controlling Factor:Area/Depth Required 8.38 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.08 IN Live Load: LLD-Center= 0.11 IN=U1022 Total Load: TLD-Center= 0.19 IN=U600 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1202 LB Dead Load: DL-Rxn-A= 844 LB Total Load: TL-Rxn-A= 2045 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.07 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1202 LB Dead Load: DL-Rxn-B= 844 LB Total Load: TL-Rxn-B= 2045 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.07 IN Beam Data: Center Span Length: L2= 0.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 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= 253 PLF Dead Load: wD-2= 170 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 431 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'= 1107 PSI Adjustment Factors: Cd=1.00 CF=1.10 Cr-1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4857 FT-LB 4.75 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= 1718 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= 52.66 IN3 S= 64.17 IN3 Area(Shear): Areq= 36.81 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 148.30 IN4 1= 296.79 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006:2:15:57 PM Protect:CRUISE-Location: (17)9.5'bm. @ bedroom floor Summary: (2) 1.75 IN x 9.25 IN x 9.5 FT /1.9E Microlam-Trus Joist Section Adequate By: 17.1% Controlling Factor: Moment of Inertia/Depth Required 8.77 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.12 IN Live Load: LLD-Center- 0.20 IN =U571 Total Load: TLD-Center= 0.32 IN =U351 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1333 LB Dead Load: DL-Rxn-A= 821 LB Total Load: TL-Rxn-A= 2154 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.82 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2778 LB Dead Load: DL-Rxn-B= 1741 LB Total Load: TL-Rxn-B= 4519 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.72 IN Beam Data: Center Span Length: L2= 9.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Tob= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 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= 53 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 83 PLF Point Load 1 Live Load: PL1-2= 1250 LB Dead Load: PD1-2= 751 LB Location(From left end of span): X1-2= 4.75 FT Point Load 2 Live Load: PL2-2= 1107 LB Dead Load: PD2-2= 775 LB Location(From left end of span): X2-2= 7.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 500 PLF Left Dead Load: TRD-Left-1-2= 300 PLF Right Live Load: TRL-Riqht-1-2= 500 PLF Right Dead Load: TRD-Right-1-2= 300 PLF Load Start: A-1-2= 7.0 FT Load End: B-1-2= 9.5 FT Load Length: C-1-2= 2.5 FT Properties For: 1.9E Microlam-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'= 2694 PSI Adjustment Factors: Cd=1.00 CF=1.04 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 9293 FT-LB 4.75 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= 3848 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= 41.40 IN3 S= 49.91 IN3 Area(Shear): Areq= 20.25 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 197.06 IN4 1= 230.84 IN4 i Multi-Loaded Beamf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim , archi-tech associates inc.on: 10-24-2006:2:16:28 PM Proiect: CRUISE-Location: (18)9.5'bm.@ bedroom/hallway floor Summary: (2) 1.75 IN x 9.25 IN x 9.5 FT /1.9E Microlam-Trus Joist Section Adequate By:25.9% Controllinq Factor: Section Modulus/Depth Required 8.31 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.13 IN Live Load: LLD-Center- 0.15 IN=U777 Total Load: TLD-Center= 0.28 IN=U414 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1488 LB Dead Load: DL-Rxn-A= 1326 LB Total Load: TL-Rxn-A= 2814 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A 1.07 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 998 LB Dead Load: DL-Rxn-B= 946 LB Total Load: TL-Rxn-B= 1945 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.74 IN Beam Data: Center Span Lenqth: L2= 9.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 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= 66 PLF Dead Load: wD-2= 77 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 153 PLF Point Load 1 Live Load: PL1-2= 1859 LB Dead Load: PD1-2= 1445 LB Location(From left end of span): X1-2= 3.5 FT Properties For: 1.9E Microlam-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'= 2694 PSI Adjustment Factors:Cd=1.00 CF=1.04 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 8896 FT-LB 3.515 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= 2698 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= 39.63 IN3 S= 49.91 IN3 Area(Shear): Areq= 14.20 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 167.39 IN4 1= 230.84 IN4 Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 By:tim , archi-tech associates inc. on: 10-24-2006 :2:15:15 PM Project: CRUISE-Location: (19)9.5'bm. @ bathroom floor Summary: (2) 1.5 IN x 9.25 IN x 9.5 FT /#2-Spruce-Pine-Fir- Dry Use Section Adequate By: 99.3% Controlling Factor: Section Modulus/Depth Required 6.55 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.03 IN=U3264 Total Load: TLD= 0.10 IN=U1129 Reactions(Each End): Live Load: LL-Rxn= 251 LB Dead Load: DL-Rxn= 474 LB Total Load: TL-Rxn= 725 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.57 IN Beam Data: Span: L= 9.5 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= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 75 PLF Beam Loading: Beam Total Live Load: wL= 53 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 100 PLF Total Maximum Load: wT= 153 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'= 963 PSI Adjustment Factors: Cd=1.00 CF=1.10 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1722 FT-LB 4.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 609 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= 21.47 IN3 S= 42.78 IN3 Area(Shear): Areq= 13.05 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 52.58 IN4 1= 197.86 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.09 Bv:tim , archi-tech associates inc.on: 10-24-2006:2:16:30 PM Protect: CRUISE-Location: (20)3.75'girt. @ bedroom 1 Summary: (2) 1.75 IN x 7.25 IN x 3.75 FT /1.9E Microlam-Trus Joist Section Adequate By:29.9% Controlling Factor:Area/Depth Required 5.58 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= 0.02 IN =U1859 Total Load: TLD-Center= 0.04 IN =U1164 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2511 LB Dead Load: DL-Rxn-A= 1534 LB Total Load: TL-Rxn-A= 4045 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.54 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1391 LB Dead Load: DL-Rxn-B= 746 LB Total Load: TL-Rxn-B= 2137 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.81 IN Beam Data: Center Span Length: L2= 3.75 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.75 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= 400 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 558 PLF Point Load 1 Live Load: PL1-2= 2402 LB Dead Load: PD1-2= 1688 LB Location(From left end of span): X1-2= 1.0 FT Properties For: 1.9E Microlam-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= 3759 FT-LB 1.013 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= 3711 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= 16.20 IN3 S= 30.66 IN3 Area(Shear): Areq= 19.53 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 28.64 IN4 1= 111.15 IN4 I ' Multi-Loaded Beam(99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 Bv:tim ,archi-tech associates inc. on: 10-24-2006 :2:16:31 PM Proiect: CRUISE-Location: (21)5'girt. @ bedroom 1 Summary: (2) 1.75 IN x 7.25 IN x 5.0 FT /1.9E Microlam-Trus Joist Section Adequate Bv: 192.7% Controllinq Factor: Section Modulus/Depth Required 4.59 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= 0.04 IN=U1682 Total Load: TLD-Center= 0.05 IN=U1185 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1313 LB Dead Load: DL-Rxn-A= 550 LB Total Load: TL-Rxn-A= 1863 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.71 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1169 LB Dead Load: DL-Rxn-B= 478 LB Total Load: TL-Rxn-B= 1647 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Lenqth: L2= 5.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.0 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= 400 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 558 PLF Point Load 1 Live Load: PL1-2= 482 LB Dead Load: PD1-2= 238 LB Location (From left end of span): X1-2= 1.75 FT Properties For: 1.9E Microlam-Trus Joist Bendinq 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: Controllinq Moment: M= 2430 FT-LB 2.05 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= 1528 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= 10.47 IN3 S= 30.66 IN3 Area(Shear): Areq= 8.04 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 28.15 IN4 1= 111.15 IN4 l Multi-Loaded Beamf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006 :2:16:32 PM Proiect: CRUISE-Location: (22)5.5'girt. @ bedroom 1 Summary: (2) 1.75 IN x 7.25 IN x 5.5 FT /1.9E Microlam-Trus Joist Section Adequate By: 128.7% Controllinq Factor: Section Modulus/Depth Required 5.22 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.05 IN = U1220 Total Load: TLD-Center= 0.08 IN = U802 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1474 LB Dead Load: DL-Rxn-A= 683 LB Total Load: TL-Rxn-A= 2157 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.82 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1710 LB Dead Load: DL-Rxn-B= 1372 LB Total Load: TL-Rxn-B= 3082 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.17 IN Beam Data: Center Span Lenqth: L2= 5.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.5 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= 400 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 558 PLF Point Load 1 Live Load: PL1-2= 482 LB Dead Load: PD1-2= 238 LB Location(From left end of span): X1-2= 1.75 FT Point Load 2 Live Load: PL2-2= 502 LB Dead Load: PD2-2= 948 LB Location (From left end of span): X2-2= 5.0 FT Properties For: 1.9E Microlam-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'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 3111 FT-LB 2.585 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= 1850 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= 13.41 IN3 S= 30.66 IN3 Area(Shear): Areq= 9.74 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 41.60 IN4 1= 111.15 IN4 Column[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc. on: 10-24-2006 :2:17:22 PM Protect:CRUISE-Location: (a)9.25'column at family room Summary: 3.0 IN x 3.5 IN x 9.25 FT/1.8E Parallam Column-Trus Joist Section Adequate By:43.9% Vertical Reactions: Live: Vert-LL-Rxn= 1738 LB Dead: Vert-DL-Rxn= 1414 LB Total: Vert-TL-Rxn= 3152 LB Axial Loads: Live Loads: PL= 1738 LB Dead Loads: PD= 1384 LB Column Self Weight: CSW= 30 LB Total Loads: PT= 3152 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ev= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Lenqth: L= 9.25 FT Maximum Unbraced Lenqth(X-X Axis): Lx= 9.25 FT Maximum Unbraced Length(Y-Y Axis): Ly= 9.25 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section (Y-Y Axis): dy= 3.00 IN Area: A= 10.50 IN2 Section Modulus(X-X Axis): Sx= 6.13 IN3 Section Modulus(Y-Y Axis): Sy= 5.25 IN3 Slenderness Ratio: Lex/dx= 31.71 Properties For: 1.8E Parallam Column-Trus Joist Ley/dy= 37.0 Compressive Stress: Fc= 2500 PSI Bendinq Stress(X-X Axis): Fbx= 2500 PSI Bendinq Stress(Y-Y Axis): Fby= 2400 PSI Modulus of Elasticity: E= 1800000 PSI Adjusted Properties: Fc': Fc'= 535 PSI Adiustment Factors: Cd=1.00 Cp=0.21 Column Calculations(Controlling Case Only): Controllinq Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 300 PSI Allowable Compressive Stress: Fc'= 535 PSI Columnf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim , archi-tech associates inc. on: 10-24-2006 :2:17:23 PM Proiect: CRUISE-Location: (b)9.25'column at kitchen Summary: 3.5 IN x 3.5 IN x 9.25 FT/1.8E Parallam Column-Trus Joist Section Adequate By: 79.0% Vertical Reactions: Live: Vert-LL-Rxn= 973 LB Dead: Vert-DL-Rxn= 873 LB Total Vert-TL-Rxn= 1846 LB Axial Loads: Live Loads: PL= 973 LB Dead Loads: PD= 838 LB Column Self Weight: CSW= 35 LB Total Loads: PT= 1846 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Lenqth: L= 9.25 FT Maximum Unbraced Length (X-X Axis): Lx= 9.25 FT Maximum Unbraced Length(Y-Y Axis): Ly= 9.25 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section(Y-Y Axis): dy= 3.50 IN Area: A= 12.25 IN2 Section Modulus(X-X Axis): Sx= 7.15 IN3 Section Modulus(Y-Y Axis): Sy= 7.15 IN3 Slenderness Ratio: Lex/dx= 31.71 Properties For: 1.8E Parallam Column-Trus Joist Ley/dy= 31.7 Compressive Stress: Fc= 2500 PSI Bendinq Stress(X-X Axis): Fbx= 2500 PSI Bendinq Stress(Y-Y Axis): Fby= 2400 PSI Modulus of Elasticity: E= 1800000 PSI Adjusted Properties: Fc': Fc'= 719 PSI Adiustment Factors: Cd=1.00 Cp=0.29 Column Calculations(Controlling Case Only): Controllinq Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 151 , PSI Allowable Compressive Stress: Fc'= 719 PSI Columnf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 Bv:tim , archi-tech associates inc. on: 10-24-2006:2:17:25 PM Proiect: CRUISE-Location: (c) 13.5'col. @ kitchen ridge Summary: (4) 1.5 IN x 3.5 IN x 13.6 FT/Select Structural-Spruce-Pine-Fir-Dry Use Section Adequate Bv:20.6% "Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 1859 LB Dead: Vert-DL-Rxn= 1497 LB Total: Vert-TL-Rxn= 3356 LB Axial Loads: Live Loads: PL= 1859 LB Dead Loads: PD= 1445 LB Column Self Weight: CSW= 52 LB Total Loads: PT= 3356 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricitv(Y-Y Axis): ev= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Lenqth: L= 13.6 FT Maximum Unbraced Lenqth (X-X Axis): Lx= 13.6 FT Maximum Unbraced Length(Y-Y Axis): Lv= 13.6 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section(X-X Axis): dx= 3.50 IN Column Section(Y-Y Axis): dv= 6.00 IN Area: A= 21.00 IN2 Section Modulus(X-X Axis): Sx= 12.25 IN3 Section Modulus(Y-Y Axis): Sv= 5.25 IN3 Slenderness Ratio: Lex/dx= 46.63 Properties For: Select Structural-Spruce-Pine-Fir Ley/dy= 27.2 Compressive Stress: Fc= 1400 PSI Bendinq Stress(X-X Axis): Fbx= 1250 PSI Bendinq Stress(Y-Y Axis): Fbv= 1250 PSI Modulus of Elasticity: E= 1500000 PSI Adjusted Properties: Fc': Fc'= 201 PSI Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.12 Column Calculations(Controlling Case Onlv): Controllinq Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 160 PSI Allowable Compressive Stress: Fc'= 201 PSI Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 7.01.09 By:tim , archi-tech associates inc.on: 10-24-2006:2:15:52 PM Project: CRUISE-Location: (1) 15'structural ridge @ family room Summary: A36 W8x18 x 15.0 FT Section Adequate By:26.5% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.20 IN Live Load: LLD-Center= 0.27 IN =U662 Total Load: TLD-Center= 0.47 IN = U380 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3471 LB Dead Load: DL-Rxn-A= 2553 LB Total Load: TL-Rxn-A= 6024 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= 3416 LB Dead Load: DL-Rxn-B= 2490 LB Total Load: TL-Rxn-B= 5906 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unb raced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 18 PLF Point Load 1 Live Load: PL1-2= 1011 LB Dead Load: PD1-2= 847 LB Location(From left end of span): X1-2= 2.75 FT Point Load 2 Live Load: PL2-2= 1011 LB Dead Load: PD2-2= 847 LB Location (From left end of span): X2-2= 11.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 385 PLF Left Dead Load: TRD-Left-1-2= 235 PLF Right Live Load: TRL-Riqht-1-2= 385 PLF Right Dead Load: TRD-Right-1-2= 235 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 2.75 FT Load Length: C-1-2= 2.75 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 281 PLF Left Dead Load: TRD-Left-2-2= 184 PLF Right Live Load: TRL-Riqht-2-2= 281 PLF Right Dead Load: TRD-Right-2-2= 184 PLF Load Start: A-2-2= 2.75 FT Load End: B-2-2= 11.5 FT Load Length: C-2-2= 8.75 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 385 PLF Left Dead Load: TRD-Left-3-2= 235 PLF Right Live Load: TRL-Riqht-3-2= 385 PLF Right Dead Load: TRD-Right-3-2= 235 PLF Load Start: A-3-2= 11.5 FT Load End: B-3-2= 15.0 FT Load Length: C-3-2= 3.5 FT Properties for:W8x18/A36 Yield Stress: Fv= 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 Paqe: 2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 7.01.09 By:tim ,archi-tech associates inc.on: 10-24-2006 :2:15:52 PM Project: CRUISE-Location: (1) 15'structural ridge @ family room Web Bucklinq Ratio: WBR= 35.39 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66'Fy: Lc= 5.54 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 32.52 Limitinq Web Heiqht to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 20169 FT-LB 7.8 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 Controllinq Shear: V= 6024 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 26960 LB Moment of Inertia(Deflection): Ireq= 48.92 IN4 1= 61.90 IN4 Multi-Span Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 Bv:tim ,archi-tech associates inc.on: 10-24-2006:2:17:17 PM Protect: CRUISE-Location: (1) 10'struct. rafters @ eyebrow Summary: (2) 1.75 IN x 9.25 IN x 10.0 FT /1.9E Microlam-Trus Joist Section Adequate By: 165.0% Controllinq Factor: Moment of Inertia/Depth Required 6.68 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.08 IN Live Load: LLD-Center= 0.07 IN= U1628 Total Load: TLD-Center= 0.15 IN= U795 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 445 LB Dead Load: DL-Rxn-A= 514 LB Total Load: TL-Rxn-A= 959 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.37 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 825 LB Dead Load: DL-Rxn-B= 847 LB Total Load: TL-Rxn-B= 1671 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.64 IN Beam Data: Center Span Lenqth: 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 Duration Factor: Cd= 1.15 Pitch Of Roof: RP= 10. : 12 Live Load Deflect. Criteria: U 300 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Roof Live Load: RLL-2= 16.0 PSF Roof Dead Load: RDL-2= 15.0 PSF Roof Tributary Width Side One: Trib-1-2= 1.33 FT Roof Tributary Width Side Two: Trib-2-2= 1.33 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 43 PLF Total Dead Load(Adjusted for Roof Pitch): wD-2= 52 PLF Total Load: wT-2= 105 PLF Point Load Live Load: PL-2= 844 LB Dead Load: PD-2= 740 LB Location(From left end of span): X-2= 7.25 FT Properties For: 1.9E Microlam-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'= 3098 PSI Adjustment Factors: Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 4191 FT-LB 7.2 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= 1598 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= 16.23 IN3 S= 49.91 IN3 Area(Shear): Areq= 7.31 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 87.12 IN4 1= 230.84 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 Bv:tim , archi-tech associates inc. on: 10-24-2006:2:16:54 PM Proiect: CRUISE-Location: (3)T bm. @ gable wall header Summary: (2) 1.75 IN x 7.25 IN x 3.0 FT /1.9E Microlam-Trus Joist Section Adequate Bv: 56.1% Controllinq Factor: Section Modulus/Depth Required 5.8 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— 0.02 IN=U2265 Total Load: TLD-Center— 0.03 IN=U1279 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1738 LB Dead Load: DL-Rxn-A= 1384 LB Total Load: TL-Rxn-A= 3122 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 1.19 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1738 LB Dead Load: DL-Rxn-B= 1384 LB Total Load: TL-Rxn-B= 3122 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.19 IN Beam Data: Center Span Lenqth: L2= 3.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 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= 20 PLF Dead Load: wD-2= 85 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 113 PLF Point Load 1 Live Load: PL1-2= 3416 LB Dead Load: PD1-2= 2490 LB Location(From left end of span): X1-2= 1.5 FT Properties For: 1.9E Microlam-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'= 2785 PSI Adjustment Factors:Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4557 FT-LB 1.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3055 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= 19.64 IN3 S= 30.66 IN3 Area(Shear): Areq= 16.08 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 26.08 IN4 1= 111.15 IN4 Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver:7.01.09 Bv:tim , archi-tech associates inc.on: 10-24-2006 :2:16:57 PM Proiect: CRUISE-Location: (4)20'stl. bm. @ living room Summary: A36 W8x21 x 2.75 FT Section Adequate By: 17816.2% Controlling Factor: Shear Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center= 0.00 IN= U835965 Total Load: TLD-Center= 0.00 IN = U462890 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 92 LB Dead Load: DL-Rxn-A= 74 LB Total Load: TL-Rxn-A= 166 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.70 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 92 LB Dead Load: DL-Rxn-B= 74 LB Total Load: TL-Rxn-B= 166 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.70 IN Beam Data: Center Span Length: L2= 2.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 2.75 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 67 PLF Dead Load: wD-2= 33 PLF Beam Self Weight: BSW= 21 PLF Total Load: wT-2= 121 PLF Properties for:W8x21/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.28 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 5.27 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= 75.30 IN4 Section Modulus About X-X Axis: Sx= 18.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.42 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.59 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 33.12 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 5.56 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 29.92 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= 114 FT-LB 1.375 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= 36036 FT-LB Controlling Shear: V= 166 LB At left 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= 29808 LB Moment of Inertia(Deflection): Ireq= 0.05 IN4 1= 75.30 IN4 Roof Beam(99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.09 By:tim ,archi-tech associates inc.on: 10-24-2006 :2:15:22 PM Project: CRUISE-Location: (5)8.5'struct.valley @ false gable Summary: (2) 1.5 IN x 9.25 IN x 8.5 FT (Actual 9.6 FT) /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 130.5% Controllinq Factor:Area/Depth Required 5.82 In •Laminations are to be fully connected to provide uniform transfer of loads to all members Span Deflections: Dead Load: DLD-Center= 0.04 IN Live Load: LLD-Center= 0.05 IN =U2224 Total Load: TLD-Center= 0.09 IN =U1258 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 541 LB Dead Load: DL-Rxn-A= 407 LB Total Load: TL-Rxn-A= 948 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.74 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 270 LB Dead Load: DL-Rxn-B= 216 LB Total Load: TL-Rxn-B= 486 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.38 IN Beam Data: Span: L= 8.5 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 4.5 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Rafter Lenqth (Hip/Valley)-Side One: RL1= 6.0 FT Tributary Width Based on full span of rafters. Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Rafter Lenqth(Hip/Valley)-Side Two: RL2= 6.0 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 6 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 9.62 FT Beam Trianqular Live Load Adjusted for Slope: TRL= 191 PLF Beam Trianqular Dead Load Adjusted for Slope: TRD= 119 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 5 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'= 1107 PSI Adjustment Factors: Cd=1.15 CF=1.10 Fv': Fv'= 81 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 1561 FT-LB 4.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 646 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= 16.92 IN3 S= 42.78 IN3 Area(Shear): Areq= 12.04 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 28.30 IN4 1= 197.86 IN4 i Combination Roof and Floor Beam(99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.09 Bv:tim , archi-tech associates inc.on: 10-24-2006 : 2:15:33 PM Protect: CRUISE-Location: (7)5'bm. @ bedroom closet Summary: (2) 1.5 IN x 9.25 IN x 5.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:6.3% Controllinq Factor:Area/Depth Required 8.7 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= U2364 Total Load: TLD= 0.04 IN= U1477 Reactions(Each End): Live Load: LL-Rxn= 1250 LB Dead Load: DL-Rxn= 751 LB Total Load: TL-Rxn= 2001 LB Bearing Length Required (Beam only,support capacity not checked): BL= 1.57 IN Beam Data: Span: L= 5.0 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= 10.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 10.0 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= 300 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 195 PLF Floor Uniform Live Load: wL-floor- 200 PLF Floor Uniform Dead Load: wD-floor= 100 PLF Beam Self Weiqht: BSW= 5 PLF Combined Uniform Live Load: wL= 500 PLF Combined Uniform Dead Load: wD= 300 PLF Combined Uniform Total Load: wT= 800 PLF Controllinq Total Desiqn Load: wT-cont= 800 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'= 1107 PSI Adjustment Factors: Cd=1.15 CF=1.10 Fv': Fv'= 81 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 2501 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1401 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= 27.11 IN3 S= 42.78 IN3 Area(Shear): Areq= 26.10 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 40.19 IN4 1= 197.86 IN4 f - Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 7.01.09 Bv:tim ,archi-tech associates inc. on: 10-24-2006:2:17:01 PM Protect: CRUISE-Location: (8)20'stl. bm. @ false gable Summary: A36 W8x18 x 20.0 FT Section Adequate By:0.5% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.35 IN Live Load: LLD-Center— 0.45 IN=U533 Total Load: TLD-Center= 0.80 IN=U302 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1969 LB Dead Load: DL-Rxn-A= 1444 LB Total Load: TL-Rxn-A= 3413 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= 2238 LB Dead Load: DL-Rxn-B= 1730 LB Total Load: TL-Rxn-B= 3968 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 18 PLF Point Load 1 Live Load: PL1-2= 541 LB Dead Load: PD1-2= 407 LB Location(From left end of span): X1-2= 5.75 FT Point Load 2 Live Load: PL2-2= 541 LB Dead Load: PD2-2= 407 LB Location (From left end of span): X2-2= 14.0 FT Point Load 3 Live Load: PL3-2= 541 LB Dead Load: PD3-2= 407 LB Location (From left end of span): X3-2= 14.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 135 PLF Left Dead Load: TRD-Left-1-2= 68 PLF Right Live Load: TRL-Riqht-1-2= 135 PLF Right Dead Load: TRD-Right-1-2= 68 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.75 FT Load Length: C-1-2= 5.75 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 110 PLF Left Dead Load: TRD-Left-2-2= 73 PLF Right Live Load: TRL-Riqht-2-2= 110 PLF Right Dead Load: TRD-Right-2-2= 73 PLF Load Start: A-2-2= 5.75 FT Load End: B-2-2= 14.0 FT Load Length: C-2-2= 8.25 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 150 PLF Left Dead Load: TRD-Left-3-2= 100 PLF Right Live Load: TRL-Riqht-3-2= 150 PLF Right Dead Load: TRD-Right-3-2= 100 PLF Load Start: A-3-2= 14.0 FT Load End: B-3-2= 20.0 FT Load Length: C-3-2= 6.0 FT Properties for:W8x18/A36 Yield Stress: Fv= 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 Page:4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.09 Bv:tim , archi-tech associates inc. on: 10-24-2006:2:17:01 PM Project: CRUISE-Location: (8)20'stl. bm. (uD false gable 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= 19518 FT-LB 11.6 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= 3968 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= 61.57 IN4 1= 61.90 IN4 Combination Roof and Floor Beam[AISC 9th Ed ASD 1 Ver: 7.01.09 Bv:tim ,archi-tech associates inc.on: 10-24-2006 :2:15:36 PM Protect: CRUISE-Location: (9a)20'bm. @ kitchen ceiling Summary: A36 W8x10 x 20.0 FT Section Adequate By:5.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.31 IN Live Load: LLD= 0.45 IN=U538 Total Load: TLD= 0.76 IN = U316 Reactions(Each End): Live Load: LL-Rxn= 1107 LB Dead Load: DL-Rxn= 775 LB Total Load: TL-Rxn= 1882 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.51 IN Beam Data: Span: L= 20.0 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= 3.25 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Floor Loading: Floor Live Load-Side One: FLL1= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 0.66 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 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 98 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 61 PLF Floor Uniform Live Load: wL-floor= 13 PLF Floor Uniform Dead Load: wD-floor= 7 PLF Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load: wL= 111 PLF Combined Uniform Dead Load: wD= 78 PLF Combined Uniform Total Load: wT= 188 PLF Controlling Total Design Load: wT-cont= 188 PLF Properties for:W8x10/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.89 IN Web Thickness: tw= 0.17 IN Flange Width: bf= 3.94 IN Flange Thickness: tf= 0.21 IN Distance to Web Toe of Fillet: k= 0.51 IN Moment of Inertia About X-X Axis: Ix= 30.80 IN4 Section Modulus About X-X Axis: Sx= 7.81 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 9.61 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 46.41 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.16 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 44.0 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= 9412 FT-LB Nominal Moment Strength: Mr= 15464 FT-LB Controlling Shear: V= 1882 LB Nominal Shear Strength: Vr= 19315 LB Moment of Inertia(Deflection): Ireq= 29.20 IN4 1= 30.80 IN4 Deed DOC11815,061 10-31-2000 3128 CTFN1159580 BRRNSTRBLE LRNB COURT REGISTRY 1,Sheldon Nitenson of lslamorada,Florida for consideration paid and in consideration of Five Hundred Thousand and 00/100 Dollars ($500,000.00 ) grant to Michelle M. Cruise, 57 Angola Way, Wert Barnstable, MA 02668, with QUITCLAIM COVENANTS The land together with the buildings and improvements thereon situated at 276 Holly Point Road,Barnstable(Contervilla, �C-- Barnstable County,Massachusetts shown as LOTS 212 AND 213 on Land Court Plan 20239•D. So much of said promises as Hoe within the sidelines of Holly Point Road am subject to the righte of others therein. Said promises are subject to an easement to Cape A Vineyard Electric Co.,et al dated Tobntary 29, 1958 registered as Document No. 54794. Said promises are subject to a reservation dated May 9, 1958 registered Be Document No. 55473. Said premises are subject to a taking by the Town of Barnstable for the layout of Holly Point Road dated April 2, 1964 registered as Document No. 8764E For title see.Certificate of Title No. 128901. a Witness my hand and seal this' day of 2000. JAW el on Nieeneoru State OLJ—Adc,� County o On this --I!V_ clay of �, _�� ,2000 ,before the personally appeared Sheldon Nitenson,to me known to be the persou(s) described in and who executed the forgoing instrument, and acknowledged that he/she/they executed the same as his/her]/their free act and deed. , :.............. ......,............... ........(Seal) —Notary to My Commission Expires: "4- Karen B.(3allo II ;�camndsston�!CC 787300 ��NOIt 1,2002 . t t ° OMDINGOQ,INC �r► () �� 0 Dram F �go � � � � � is � �, o � • X �c MACIELLW G) 01906•IM Standard Solutions, Inc.(701)3244M Primed.- 71.Oa 26 2000 By SCUser WSI Deed tzw 3 9- BAWABLEREGBSTRY OF DEEDS Assessor's map and lot number THE Sewage Permit' number 11�& . .. �� / d DA"STABLE. House number .................................................................. .? NASIL 1639 00 - TOWN14 OF BARNSTABLE BUILDING INSPECTOR PJCI T 1(y) APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ..................................... .... ... . . . . .......I............... ... ............................................. .................. TO THE INSPECTOR.OF BUILDINGS: The undersigned hereby applies for a permit according to the following info'rmation: ................. .. .. . ....... .... .. . . ...........Location .................. ........ . ...... ...... Proposed Use ........... .. . ... ........ ...... ................................................. .. ............. Zoning District ...... . ....... ... .............................Fire District ........... -b..................................................... 12-1 Name of Owner ...... .......Address .................................. ............................................. Name of Builder- .......... 41;ar.....................Address L ............................................. Nameof Architect ..................................................................Address ................................Number of Rooms ............... ............................................. ...... . .,...................................Foundation...................................Fou ......... ...... ...... ..... oofing .. . ..... .....Exterior ..................... ... ...... .................................................... .. ... ......... ... ......................................... Floors ................C....... ......... Interior ...... ... .. ... ............................... ................Plumbing................. .....u.. .........# Heating ......... ........ .......... ..................................... Fireplace ..................................................................................Approximate Cost ........15, ......................................... Definitive Plan Approved by Planning Board ------------------------------ Area -7.1� .. ....... ...I......... Diagram of Lot and Building with Dimensions Fee ........ A-1 ;7"t"'e .......... .11................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of he Town of r.nstable errding the above construction. ame ................................ ................... - - ---- ` - r-- - ---- - ' BAI{SON, VVILLIAM No Permit for ..BDIIJ}..�ID] . ...�S .. ..P1mUioQ............... iocohon2l6..��Q.1lv- .]l�x ........... . ^--''.-' l�.----------- . � ~ . . . 3«il 71ano ' Ovvne, -..�~-~~..]3��gg.--------. - ' i Type of Construction -..I7��g?�-------.. ' —'------''---------------'--'' ' Plot ............................ Lot ----------- ' . . November 9, Ol Permit Granted .-.-------.--..JA � Date of | ...................... V ' ' � ~ ' Dote Completed ------_.��.��-.]g ~~�2-" - . ^ ^ . - ' ' ^ . ' ' ^ ` ` � ' ^ . ^ ~ , . . ' . . ` ^ ' ' ^ , . . ^ . ' ~ . ^ ' . | Assessors map and lot number ................ gyp*TN E T��y Sewage Permit number 54< r Z 33AWSTSDLE, • House number ....................................................... ........v.. - �� i679• 9 TOWN OF BARNSTABLE . . BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........... JC�.. l.. .....................................................:........................ .01 TYPE OF CONSTRUCTION ............... ...7...-' ............................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies ffo-r_,a, `permit according to the following information:/ i^ f Location .....................2774.... :U.`: .. .......... :..................... .....i:.:�.!.....: :.;!.:. :: ............. .. ..... y t Proposed Use .......... - .....V1.,,..!„ `�� ..........�`'�:.:j1 :............................................................... -4 Zoning District .................... t •.........:'. A..............................Fire District ..........�::- ..................................................... Nameof Owner ......AMa..4e..��........Address .................................................................................... Name of Builder- . �� ?'� .:....... "`?�� ......................Address ................. ..........!/ ............................................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ............... '?��.. ...................................Foundation .`' ...��.L�.1y......................................................... Exlerior !,� ....Roofing .. Floors :.......................1.. >................................Interior .....c 1 �. ,.!. . Heating ........ ` t� ................Plumbing ................�......1.�.� e. ...................................... _- Fireplace pp �' t� ..................................................................................Approximate Cost ............ ..�................................................. Definitive Plan Approved by Planning Board -------------------_-----------19________. Area - ��.. Diagram of Lot and Building with Dimensions g 9 Fee .......... . .......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH / - OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS r I hereby agree to conform to all the Rules and Regulations of,,the Town of.Barnstable regarding the above construction. 'Name .,`-:::...............':.'..' �f................:..:....f... ..�J...... BARSON, WILLIAM ;. A=232 Q 3a- -a :? No 23624 permit for .,, BUILD ADDITION Single Family Dwelling ,s ............................................. Location 276 Holly Point Rd. Centerville ............................................................................... Owner .....William Barson ............................................................ Type of Construction Frame. ........ .. ........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ......November. .... ........ 9 19 81 ........... .... . . Date of Inspection ....................................19 Date Completed ................ ..................19 nn MM / pp r V O . B A-I (2)2XIO RIDGE BOARD . .61 Cox P05Y:I71 12 DX.FL W VERTICAL AIN FIR TRUSS ~ ry y WEA`IEO - - - GR X / WOOD PILES RL.ROOP 5NIN61.E5 ON c. . ^ - CORNERS PC-TO " 12 _________________________O___ _ - . -- �9 I%b V•dRLlO•/E FIR LL6. V ...L _Pasr4 ----'-----`-- - ci r ..qrnrn r 6 .5 LDX PLY.ON 2XB T Eg B a G �• - / b'OL-fONIELT EACH _ RAFTER TO TiE P5L BEAM W 6X6 PT POSTS D TO M1 SIMPSON M4 MMFILANE TIE r TOP OF FILE I BOLTED TO 5/4'X 6'IPE OELKI j �. "PT 2%8 PECK FRAMING' r r r rn r r r .-.._....._......... _ � i - p ........................ ._..._ 6......-.............. .y ^ � WALL i TFIIES y s' � r OFFD,CEILIN6 �USC41tGOE10 SPSL M TO- . _____ _ _ _____ _ CONNECT BEAN TO THE O ' ® ©T_ ___• ---_ _ .+ - SIDC-OF TRt55NOvT. O _ ____-___ ___- I� O r - t_____________ :.' p �b%b P.T.POST(DOWl TO W TOP OF PILE)W 12•CAX ZIP SNA1E%SLREW �+ •CINOLA YEAVED LCTOERS - By hM�SHRIER 10 O CONT.Pi 1212WS AT m • + .. o o p 5/4%6 IPE OELKING ON - /// PERIMETCR.BCLTED TO - 5C DIA.PT PILE W Q _ - O \/ �^J P.T.2XE.JST5.i 16'OL. / BOTTOM Of-R 6X6 POSTS C ' FOR B-AT TOP / i - FOR BEAM lON1ELROk-a ' / TCP OF DECKING FIRiiRK5E5 ABOVE I%3/IXB RC TRIM DE OF PI�ALM •Q� . o SOL r E { SI TOP" . .a- 112a'E VALLEY DOOR 'n A - 'W4 ... 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ALIGN&�.OP TRIM W - - - TRL5-ES Q4 2%4 BLOCKING • .. TOP OF BEAM® THE POS i .. \ �SWTTWE SYSIEFb NC ••�6 6X6 PT T.TO _ _ . A-I TO TO POST TO BE B-9 12' _ ...T_ / m 6X6 PT FILE BOLT TO (ALIGN iD.POSTWTD.BEAM) ','-� ' +:• ^ 51/4'%9 1/4'PSL EEAnJ - /,• ��-IP % - .. TOP OF PILE I BOLTED TO t5E 11Gp610-°AS i0 LONIELi e.. „- V511 WCO610-SDS TO +.. W 5'PO%BY'SHADE a V =e qe o 9 . . PT 2XB DECK FRAMING MA TO THE SIDE CF P05� - �-5 I/4 E 9 I/4'P5L Z TE SLREEW SHADE _ v r f.OMEC7 EEAM TA TIE BEAM-EiYCEH I.I SMrtTER SYSTEMS INC.' �- _ C SIDE OF TRVaSrPOaT P05T5 2EYONDI 1 - 1m o> a- - LB m3 oO6e5<� •T° - - I]'D",A.W20D FILES i mI u� M' - . CO PT(2)2"5 AT '1 m PERIMEMR:P.OLTEC iO :000OC�C •-r NOTOH JOMT5112•I c ' a y I. VILa.AFi 5AM BOTTOM OF PT bxb PO5T5 A92 _ P/*'%6'IFE DEGKINS ON I ./. I SILL/CONC.FRO5TKA-L / 1 113/1X8 RD. TRM m>,t m m m~<-r z•S o FT LIED O EACH <�:c a m.G.o I• BCLiCD TO EALN IOC OF PILE ry IBCLOW W15T5) 3.YDS(FLLL DIM! _ �. I GRADE - EOLTED RFV 5F.6•./_ N .. SIDE OF FILE AT TOP .v. OIA PT FILE W A -m N - �_ 10'FR05T WALL Y U - S.ARf GUT AT TOP 0v .133'-0'./- CONIC.FT6.W KEY.-'vp C � ` FOR BEAM LONCLTIR6 ELF/_. W O� i..L ii �--CUSTOM I2"DIA WDaD PILE(Norcw . DEL.2X8 RAFTFR5 / POST!TNRgFiN•EJLi - b%6 PT POST FROM OBL.I%D RAPTEP� CUPOLA AS RE(.1ARCD/�1D OCLK.T T B.O.TRU55 6X6 F.T.POST FROM -. (q:12/ u CLYtT.FT(1)2%85 AT b (B'-2 I/4)USE CBi4Z TO - TO.DECK TO BD.M55. - - v PERIMETER BOLTED TO CONNECT TWF_F EYJrt- n� .(B'-21/CKUSE EDT_ OF PT 6Xb POSTS - LNAFD TO THE FAST IFC ii • F - CLMELT Tiyrjj . p s - - n - 5EAM O THE SiODE OF Ta85.(LL o'aLi uk - LR m TaAf ro ccHscT 4 4:12 9:12 - - (n cn^ FWR GEL.2xa RAFTERS 5Nt TO 11E SIDE OF 1RUS5 . I.L.`V � . . DBL.2XB RAPIERS - �� ' s)2%B F.T.ELAM • S E G T 1 O N B 5 C.ALCr I/-± : I.•_0- - C 02 C O . A-I I 4_I I. � cII'.r g __ x a O L L RAFTERS (2 1 3/4'x l 114 LVL RAFTERS I2a 6�FAr•m oc STRL'LTLRAL FL ATION NOTES: GENERAL RAN NOTES W O <T J N N x m�i Y o (III a'x 12'`h -AM TWE N ___w_ " - -"'A FWTM6 TO BE FLALED.IN. -tYINDOWS TO EE fF]-LA'ARCHITECT SERIES LVL•AFT ( ABL ) WATER OR FROZEN SOLL ALI.W NR4 CLAD(COLOR TA MATLN HOUSE) /1 - W TIDN-INPALT-RESI5TA T STORM GLA%1 V 6 CONC.STREH6TN MIN F'C 3000 P5I FLY PAALLS AND FASTENING SYSTEM A5 1 A I' q;I�. •o:o AT A DAYS - CODE(REFER TO O COL.FOR nN PATTEBWgFi h ED CLEAR LOVER FOR REINFORCING TO BE 9' job FID,; I122 TO BAIT.OF FT65.(LAST AGAINST EARTH) .REFER TO ELEVATION$FOR WINWW -SEE'AT STRLGNRAL bE1ERAL NOTES AND TYP. date : 05__A,2015 NOTLN J05FROSTK -� t }+}+}+} DETAILS FOR OTHER ERAL N tEN15 •ENT MALLS TO BE e ti OL. ++ ++++ / SIWCONL.FROSTWALL (EXCER FRONT WAW WALL TIULKNESS SDBIB AS NOTED !°.fc MT.VA-21 /µ A MAY INCREASE W ROLLSLREEN"KE . TO P.T.POST TO.CELk� " L PCVIOATION 6ElERAL NOTES.. - &11LSMRTER SYSTBMSINRK.W SNADE TO TO.POST 5T M b'•9 12' dT79WB JAL,M. SIM (PLI6N TO PO51 W T.O.BEAI-t! •FROST WHO.-WALL TO BE b-TIYLK -EXT.DOOR TO BE'RO61.E VALLEY WOR USE H1C0610-SDS t0 CONIVZT - ON 24•XI2'CONT.CONIC.FTG.W KEY: EEAN TD THE SIDE OF POSTS Pert tiAw PROVIDE 1 ROH OF FS Rm-.TOP ORLT 5TRX TyRAL N0TE5 rev. - REFER i0 SECTIONS FOR WALL MEISHTS) -SILL TO BE P T(D 2X6 W 5/8'%I2' ❑ WOOD POST Dom - FEW. FLOOR FRAMING PLAN R.O O F F R A' M'I N G P L .A N ROOF P L N H N»>^ B GALVANIZED STEEL AIi:MOR BOLTS •WOOD POST LP AND ®32 O.L.MIN AND I IDI DOFN R 2'F M n C/ .. .. RO CORNERS +{ SC ALE r I _/4" O / e' 4 I' O' SCALE: I/4' a I _0 .. I X 'WOAD P05T UP ISSUED FOR PERMITTING snt I of 3 o E _ cusroM LL,VLA I o Fm��{��L� I csroMasnLA Fm m N: r I I I CUSTOM OPOU� CUSTOM CUPOLA 1TOfT0 MA ANGLED FASCIA 1. • - .r �. ' \ - MATCH M015E)... C.;\` / USA"RL.RAKE ON Ix BLOGK1 12 'To IC r AT 5"IGIIFE)E5 �q. . RC.ROOF SNI ,-1 q (TO MATLX HOmwE) d . .I%3AxB ANGLED FASCIA .. (TO MATLH MW5E/ � - . RL:5NUIGLES 6 T•ExP./- got (TO MATCH Mdl'iaa ® G 9WG 1 3�%BRL AD 51 5N RECESS F rvALV q (TO HATLN HOI)5E1 --RC,. rip •%RL.SXIWAES� ..POST n%4 HV,L FLUSH - -.. W BA6:51DE OF Y (To MATGX NOVSE)" RL.SHINGLES-� 1 r . bXb P.T.PO5T5) ;m l'EXP../- A51 - . a m r exP I%5 R.L.JAME1I�AD . (TO MATLH Ng15E) L N6.. . -Ix3/IXB RL.TRIM I r 'RECESS ALL H4L PWOSB4LKSICE OF V F - - IXBAI(B RC.Tom %3/1%5 TRIM P.T.POST51. RL. '. 31 RECESS A NALL/ V J TRP'T DECYJNG� : L - •� . 1X3/IX6 RL TRIMPOST! " - I ___ iOP OF DELKNIb .,,m CF DECKINS - - POS P.T. FLUSH . ' � �TGP W DEGKIMS r -___ .. DIA P.T.PUF --------------- " r_______ DI .. ..I 7' A.P.T.PILE-s ' � C FRONT ELE VATION RIG.NT i SCALE, /, _ I•-p.• E L-E V A 71 O N - - - ' zr R ELA IR4 EI Lo,V A 71 O N' C E F T E L E V A L T,1-O N, a � SCALE: 1/4 LYb FIR V-GROOVE I \'� �4' - FLTMV.5WATWNSESGD f-0am - I' I - • 3'XB'(FLLL DIW TYP.P.T. 2%4'BLOGKI I 3%B RAFTERSa Ni'OL. " � •.. BEAFB pN EALN 51De CF' - \..[ .NOrGXEp PILE. Ir k . \ . REMOVABLE I ACC TRIM 9/4', i �Y•�BC114D1 IFYJsiS�.AV'{�' r FOR SERVILE ACCESS 3XB P.T.JST5.6 IS-oL.� (ATTA;X TO 3X4 ELOCKIW) I XKObIO-SDS GCIPI,TO \ 9 TYPICAL ELEVATION NOTES TOP OF LgAM � IRUSSSS?P-T�5 '� \ . _ \ • \ - \ LTX4X3/5 5'LON6)GALV. ,. ROOFING: - - RED CEDAR - - O - \ ROOF SM)GLES'(rHEJ u - LEAD-COATED LAfi 4' 6ALV.GROPER - ' \\ I/1 BOLT - - SrANDIN6 SE PM ROOF- \ . - r\ RL.DSAx FASCIA S/6'RY.SHEATNINb \ - ' L.5NIN6LE5 \ .' 51DIN6 R r \ bX6 P.T.POST BARRAGIDA SMJTIER NNDOH LA5IM5,a IXS RC.JAMBUNE CA,,,,W. . 514 P.C.GAP;3x AD SILL(TMBJ • SKITTER SYSTEMS INC.' ___BOOM OF 6EAM, ----- \- - - (AT A9O,6ALV.BOLT DOOR LASUIb: -DOORS TO HAVE IXS RL.JAMB/ 6035 RL.W✓E ---__ - -1- { Ne,LA51Mi W 5/4 RL. REMOVAELE IX RL.YNOOD / m MAIN RAKES, IX3/1X9 R.L.RAKE ON I%SLOLKINb SHINGLE ON U3 PE55I p \Yc Vr A301&ALV.BOLT oi� .IFDR SERVND:ACCESS) + CUSTOM COVE MOLDING- - ••• R. - .ON IX RL.FRIEZE ON - b R RL.SX17ES ON IX&.DCKINS . -. !'1',E%PX,RYWO.1'D .:. _ _, _ I_ I ^• I 01A.P.T:PILE NOfLHED� MAIN�EAy 5 IEGTpI�R 60]5 RG LpVE MOUIDI�Nb'P "5 q S _ . EIVE S XB'BEAMS _ _ mof m� . .. .SNNGLCS;Ix RL.SOFFIT 'sae'- n)3%4 HEADER •,_ PEA. 1 6%6 POST ON TOP - _ -- T"'?WINDOWS SIDE. m'Sems' ^came m I. rTOTAL 41r°3g3q.•Flip. ALL EXTEWOR TRM TO EE RED CEDAR '� 3-53!4X3-5314 'b 25�.c-:E ZIP 1t%SCREEN/SXApE I (MUNTU6:3W X 3H) ? eci+_'-•c^sue..'c ao d W s•epx er c«AOE I PLAN . SMRTER STSlEFO UIL,' IW>FIR V•6RppyE L/. o:S a" PRO 6UlDE RAIL ON 5/4 - 2x4 GL6.2iT5.•16'OC. I I - BLGLKINfi 6 SIDEYIALL - - - - OFENINiae(BEYOND) •'-• ..�m CSSHIN6LE5/l W V1AVED LORNEpS ON I. I' I. IX RL.LASING. - In'LD%RTMgOD WRAP - . 1X4 RED CEDAR BLOCKING - - (CUT DOWd T03'1. - j •: .. - .N 1 6X6.P.T.PST IDE TO P'M1ET[R J015T5 Q I I TOP 51 n'WIDE RNSFD I I /E� •� NOTGX 6 iOP OF PLLE Y/ �♦ . 3X CONY.RC,SILV TAPES 1 I I U +"' F• 'WALL T)ELKICYB MAY RREA'� 51ELF IV COOPER FLASWNG 5 V{' - //��--''----6J P.T.POST DOYW Tp c a ,1 I I S/4X6 IPE DEGKINS ON P.T.3XB I I / TOP OF 5 In'MDE RAISEp ;^ Q ' , � - /' S1M�De 1t 9vr0001✓DISI�IIS''°T"� / va• PRO EMA RALL ON s/4 BLCG:1 • T943 tNC. „, I ,I • - NOTCH ...Y)ISTS W'OL.•/- •TOP pF RLE ,,^^ b SIDEWALL OPENINGS UT A30T GALV.BOLT I Q L1X4X3/6 W LOW)GALV O (Q. RL11 ip✓ffi11 NH�rw@ BT v x Ca ELI - I IL C C'rX BLOCKING TO INCREASE WILL SXApE 1°J1RiLR 5Y51@G,INC. I I IK_A/LXB R.C.TRH. _ �In'A3016ALY.BOLT C LNICKNEES FOR CiADE RAILS IREF91 TO MM.115TNJARON -(Ai FRONT WALL ONLYI QNDHAI@5 1 9FBCIFILAT101)` 6035 RL.LOVE MDLpI (313X6 P.T.JOISTS m I P.T.6X6 POST 1 3X4 WALL (2J 2, TER .'(FLESH W BACK 510E OF POSi) I' 2XE P.T.J515.a Ib'OL. .� ca Cu ` . 5/4X6 IPE DEmm,ON P,T, I / II - 3%B JOISTS 6 Ib'OL. HL-5N N6LE9 W/M£AVEp - - 'NOTCNED I In'B SILL/FROSiWALU I LORNCRS I/'LDX FLY DN // ,. M r^ .. 3X AHAFEDOLKIN6 I •I NOTCHED LE' SIDE ., W lW'� _ ° I I •• - .. vOM1 To'3ROOP RRAAFiERS ,r // III i i .•. B/4'ASOT 6ALV.EMT • E��E�51�� 'N II ly . II -RC.MINGLES W/ 8 NOTGfED PILE I / .WEAVEp LORI4=R 'XC\ /.1 2X6 P.T.SILL ON KB/Ix6 RL.TRIM L,1 P.T. // I - n1 3xB5 6 PER gMP. / 05 fO N.(TP1 JOC AO.: IlD3 (AT FROM ON,_y)ROST AIL RL.ROOF SNINbLES -L-- (AT FRONT ONLTI ----_ _ I IS LB.FELT ON 5/6'CD% fLTWD.SHEATHING ON / 3 V{' 547 3 V4• In•6ALV,U6 BOLT date OB JAN/ARY,DRIB 3%B RAFTERS 9 W'O VIA.PT PILE NOTCHED - - /' TO RECEI, 3-X6'SEAMS EA SIOE 1 6X6"T ON TOP' - - scale : AS NOTED (J 3%6 RAFTERS F /4•ASOT 6ALV.SOLT. drams LL - ID•DIA P.T.PRE rev.. O NOTCHED RELEI VE 3'X9'B DE TAIL I L A .EA EA 5 T EA 51D �/� EL_ Y L � O bX6 P05T I PENT NG 5 . ELEVA ON tOP rev. TI m sG ON O CUPOLA SECTION rI t E 1la Ib O DETAIL ,. _ 0 SCALE'I'rz•"'° PILEBEAM/JOIST CONNECTION k O SCALE.I I/D'F I'-0' i� - ISSUED FOR PERMITTING she 2 of 3 j 5.CONCRETE BRICK SHALL CONFORM 10, ALL PLYWOOD SHALL BE APA 5HEARWALL HOLDDOWN SCHEDULE 3. WALLS ACTING A5 RETAINING WALLS TO ?.STM'G55. PERFORMANCE RATED PANELS CONFORMING R ayi GENERAL SHALL NOT 6E BAGKFILLED WITHOUT TO THE FOLIO_WING MINUMUM REQUIREMENTS. o Vie, BRACING UNTIL ALL SUPPORTING 501C 6.GROUT SHALL CONFORM TO THE FOUNDATION HOLDDOWNS 8 ANCHOR BOOTS: ' c TRUcc GTURAL DRAWINGS ARE 8 SLABS ARE IN PLACE 8 A T REQUIREMENT5 OF A,5TM G 146 8 A. FLOOR-STURD-I-FLOOR TB G,EXP05URE I„ '0 BE USED WITH THE ENTIRE ADEQUATE STRENGTH. SHALL HAVE A COMPRESSIVE 3/4 SPAN RATING I6 ;ET OF DRAWINGS. STRENGTH E GOM PSI. HDUS-SD52:5 W/SST624 57S" DIAMETER ANCHOR BOLT 6. WALL SHEATHING-EXPOSURE`I; 1/2", O W/GNW 5/S"COUPLER NUT BETWEEN SST524 a 5/3" 4.COMPACT ALL FILL UNDER FOOTINGS VERTICAL 8 BOND SEAM SPAN RATING I6". THREADED ROD INTO HOLCDOWN. POSITION 5ST524 W.0 s ALL SAFETY REGULATIONS' 8 SLABS TO THE SPEGIFIED DENSITY REINFORGEMENT.SHALL CONFORM W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE ARE TO E REGULATION!: FOLLOWED. 8 VERIFY. TO THE REQUIREMENTS OF A5TM A615. G. ROOF SHEATHING-EXPOSURE 1,5/5", POUR FOR CORRECT PLACEMENT. �, o m -iETHODS OF CONSTRUCTION SPAN RATING 16". o ERECTION.OF STRUCTURAL MATERIALS STRUCTURAL STEEL 8. MORTAR SHALL CONFORM TO THE HDUS-5D52.5.W/55TB25 1/S"'DIAMETER ANCHOR BOLT d.N 15 THE CONTRACTOR'S RESPONSIBILITY. REQUIREMENT5 OF A5TM G 210, DESIGN CRITERIA O 'W/GNW 1/a" COUPLER NUT BETWEEN 5ST528 8 1/5" AND SHALL BE TYPE M OR S. THREADED ROD INTO HOLDDOWN. POSITION SST52S E THE CONTRACTOR 15 RESPONSIBLE 1. DESIGN,FABRICATION'S ERECTION W/ANGHORMATE TO FORMWORK.PRIOR 70 CONCRETE g +� SHALL BE IN ACCORDANCE WITH q.QUALITY ASSURANCE TESTING S 1. APPLIGABLE BUILDING CODE FOUR FOR CORRECT PLACEMENT. FOR DISSEMINATION OF ALL o THE AISG SPECIFICATION FOR INSPECTION SHALL BE PERFORMED MAS5AGHUSETT5 5TH EDITION REVISIONS S REQUIREMENTS TO STRUCTURAL STEEL FOR BUILDINGS, - IN ACCORDANCE WITH THE THE 5UB,ONTRAGTOR5. LATEST EDITION. REQUIREMENT5 OF AGI 530.1/ASCE 6/85- AFRA!AWi ,UIPE TO WOOD HOUI4-5D52.5 W/5BIX30 I" DIAMETER ANCHOR BOLT, COUPLER NUT BETWEEN 5BIX50 8 1" CONSTRUCTION IN HIGH WIND AREAS 14 W/Cm 1" M� c REASONABLE CARE HAS BEEN 2,5TRUGTURAL SHAPL-5 SHALL CONFORM THREADED ROD INTO HOLDDO 1T WITH IX50 N1WN TAKEN IN THE PREPARATION OF TO THE FOLLOWING: FRAMING LUMBER a CONNECTORS FOR ONE AND'TW0 FAMILY DWELLINGS, ATTACHED TO 6Xb FO5T. POSITION SBIX30 W/ y ALL DRAWINGS AND SPECIFICATIONS. I10 MPH,EXPOSURE B ANGHORMATE TO°FORMWORK PRIOR TO CONCRETE w. d HOWE/ER THE ENGINEER DOES NOT A WIDE FLANGE MEMBERS ASTM 1.ALL FRAMING LUMBER SHALL BE" POUR FOR CORRECT PLACEMENT. ' H GUARANTEE AGAINST HUMAN ERROR pgg2 GRADE 50. KILN DRIED Io0c MAXIMUM.MOISTURE [..•1 �1 8 FOR THAT REASON IT 15 IMPERATIVE CONTENT. LUMBER SHALL MEET �4 � THAT THE CONTRACTOR SHALL CHECK B.CHANNELS.8 ANGLES'ASTM A36. AS'A MINIMUM THE FOLLOWING STRUCTURAL DESIGN CRITERIA ►•1 ALL DIMENSIONS S DETAILS S MU5T DESIGN VALUES FOR SPRUCE-PINE-FIR: VERIFY ALL CONDITIONS,DIMENSIONS, G, H55 ROUND 8 RECTANGULAR TUBES 40 PSF LL ~ V 8 ELEVATIONS AT THE SITE. ALL TO ASTM'A 500,GRADE B FY=46 K51. A. 2X 5TUD5 CONSTRUCTION GRADE FIRST FLOOR 10 PSF DL 0 °' DISGREF,ANGIE�SHALL BE BROUGHT FB=800,FV=65,FG=150 V TO THE ATTENTION OF THE ENGINEER - SECOND FLOOR 40 FSF LL T 3. ALL GALVANIZING SHALL CONFORM g'. 2X JOISTS/RAFTERS NO. I GRADE 10 P5F DL GONNEGTION 70'GONGRETE FOUNDATION. a � H TO A5TM A.125. -F5=1150,FV=10 i.THE CONTRACTOR SHALL SUBMIT - ATTIC/5TO. 20 PSF LL COMPLETE SHOP DRAWIN65 C.F057•NO:I GRADE F6=bOO, IO P5F' DL FOUNDATION SILL PLATE CONNECTION TO CONCRETE: ALL CONCRETE REINFORCING,ALL 4. BOLTED.CONNECTIONS SHALL BE WITH.. FV=65;FG=615' G5L 30 PSF . . SL STRUCTURAL STEEL, 8 BOTH '-• HIGH STRENGTH BOLTS IN ACCORDANCE. - ROOF 0*11=11111 e CALCULATIONS 8 SHOP OR WITH THE SPECIFICATION FOR 10 PSr DL _ 515."DIAMETER ANCHOR BOLTS @ 32" O.G. FOR ALL MANUFAGTURERED LUMBER 5TRUGTURAL JOINTS U51NG.ASTM 325 - 2. ALL FASTENING HE F HtN(:7 G; - EXT.WALL5/STOR. 100 PLF DL PRODUCTS S THEIR CONNECTORS OR A 4q0 BOLTS. ELATES,SILLS,SHEATHING 8, NOTE: ANCHOR BOLTS REFERENCED ABOVE TO 6E 5/8" DIA. FOR REVIEW PRIOR TO FABRICATION. = OTHER WOOD MEMBERS SHALL - INT.WALLS/5TOR. SO PLF DL A301 STEEL ANCHOR BOLTS W/3" X 3" X I/4" PL,ATE.WASHERS 5. ANCHOR BOLTS SHALL BE A5TM A 301. BE IN ACCORDANCE WITH THE yy E ONG /l" MINIMUM EMBEDMENT G RETE. DETAILS SHOWN 3 MINIMUM -'DECKS/FURGHES 40 PSF '.GONGRETE REQUIREMENT5 OF THE 10 PSF 6. INELD5 SHALL 5E'MADE BY OPERATORS MA55AGHUSETTS STATE BUILDING CERTIFIED BY THE STANDARD GODS 87H EDITION. s 1. ALL CONCRETE WORK AND MATERIALS QUALIFICATION PROCEDURE OF THE SHALL WITH THE SPECIFICATIONS. AMERICAN WELDING 5OGIETY', oZ m FOR STRUCTURAL CONCRETE FOR BUILDINGS 3.CONNECTORS 5HOWN ARE A5 c ° 9 (AGI 301-Sq). MANUFACTURED BY 51MP50N GENERAL.NAIL NG SCHEDULE-uo MPH 0 d _ 1. WELDING SHALL BE IN ACCORDANCE STRONG-TIE.GO. INC.SUBSTITUTIONS NUMBER OF 50n of ""iL sPACIHG- ~W c 08. Si WITH THE AW5 0I:1 CODE FOR WELDING MUST BE IN WRITING .(DINT DESCRIPTION coMMON NAILS eox NAILS W 2. ALL CONCRETE SHALL HAVE A 2e)-DAY. - IN BUILDING GON5TRUGTION. BY THE ENGINEER. INSTALLATION ROOF FRAMING . w • z z COMPRESSIVE STRENGTH OF 5000 P51, OF ALL CONNECTORS SHALL BE 2-Bv a-lov EACH QZ U 3.N . WITH MAXIMUM I INCH AGGREGATE b BLOCKING To RAFTER(TOe-NA,LEv EACH END �'� g o- MAXIMUM 6% AIR ENTRAINMENT FOR S:CONNECTIONS NOT DETAILED SHALL IN STRICT ACCORDANCE WITH THE 2-IbD B-IbD W g THE MANUFACTURER'S INSTRUCTIONS RIM BOARD To:RAFreR(END-NAILED)EXTERIOR GONGRETE EXPOSED TO BE DE516NED FOR THE LOADS SHOWN m. EXTERIOR ON THE,DRAWING5 OR FOR LOADS 8 MUST EMPLOY ALL REQUIRED w L FRAMING A_Ibo s-,bD AT JOINTS GIVEN IN.THE STANDARD LOAD FASTENERS. TOP PLATE5 AT INTERSECTIONS MACE-HAILS-P) 2<'O.C. . 3 TAELE5 OF.A15G FOR THE SPAN, 2-IbD ISO STUD TO STUD rFAGE-NAILEDI Ib'O.G.ALONG EDbEs ' 3. ALL REINFORCING STEEL SHALL 6E SECTION 8 STRENGTH SFEGIFIED. 4. ALL GONNEGTORS SHALL BE bo by DEFORMED BARS OF NEW BILLET STEEL' McADeR TO HEZER(FACE-HAILED) CONFORMING TO A5TM A 615 GRADE 60. HOT DIP GALVANIZED. FLOOR FRAMING.. GO q, ELEVATIONS NOTED AS 'TOP OF STEEL sr JOIST TO$ILL.TOR PEAR OR GIRDER ITOC--NAILED) , ., 4-bD 4 IOD PER JOIST Q�-r� V�I In REFER TO THE TOR FLANGE OF ROLLED 5, INSTALL ALL CONNECTOR FASTENERS 2_BD. EACH EtID (� (6 N N 4. CONCRETE COVER OF REINFORCING'BARS SECTIONS. BLOCKING To. IST(TOE-NAILED) EACNBLOC SHALL BE A5 FOLLOWS: SEFORE LOADING THE JOINT. B-Ibv a-16D BLOCKING TO SILL OR TOP P M(TOE-NAILC-D) EACH JOIST �.c Z '3-IbD A-IbD A..3" AT CONCRETE PLACED DIRECTLY LEDGER STRIP TO BEAM OR bIRDER(FACE-NAILED) PER JOIST MASONRY 6. SPLIT WOOD IS NOT ACCEPTABLE B BD B 617 _ AGAINST EARTH. FOR ANY CONNECTION. BANGJOIST N L- R:TO1jDI5 BEAM(TOE-HAILED) PER JOIST i 3-10D 4-IbD '-- �.(n _ BANDJOIST TL'J°IST(eND-NAILED) pER FOOT , B.'2" AT ALL OTHER LOCATIONS. I. M,A50NRY CONSTRUCTION SHALLPLATEmo s-IbD CONFORM TO THE REQUIREMENT5 1. ALL EXPOSED FRAMING MEMBERS BAND JOIST no SILL OR TOP (TOE=NAILED) RY SHALL'BE TREATED PER ;WPA ROOF SHEATIiIN 5. NO HORIZONTAL CONSTRUCTION JOINTS OF SFE IFI T ON53�/A5 c56N88J. G2/Gq CC,A 0.25 8 MEMBERS IN WOOD s RUCTeRAL PANELS V ARE ALLOWED,UNLE55 SF_GIFIC LL GONTAGT IMITH SOIL SHALL BE ev ov' b-CODE/°-FIELD _ 5HOINN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. RAP C-R$OR iRU55E5 SPACED W TO Ib O.C: 4-EDGe/4'FIELD O TREATED PER AWPA 623/G24 sv OD IN WRITING BY THE ENGINEER. GGA 0.60. J05 SITE FABRICATIONS RAFTERS cR rRu sEs sPAcev OVER lb o.o: I b EDGE/b'FIND 2.VERTICAL REINFORCING OF MASONRY BD lop M A, GUTS S BORES SHALL BE TREATED IN GAeLE ENDW RAKe OR RAKE TRY_5 W/O GABLE OVERHANG b EDGE/'b'FIELD W C WALLS SHALL BE AS INDICATED ON, ACCORDANCE WITH AWPA 5TD.M4. BD lop /rV/\ 1. 6. REINFORCING EMBEDMENT STANDARD THE DRAWINGS.' ALL GORES OF GABLE ENDWALL RAKE OR RAKE TR e5 N1 STRLGNRAL OVTLOOKERS q-EDGE/<,FIELD BAR LENGTH HOOK ,-' sp Ia• MASONRY UNITS SHALL BE FILLED -bAeLe ENLwALL RAKE OR RAKE rw.ps wr LooKouT BLo:.Ks V .A WITH GROUT, REINFORCING BAR S. .ALL MANUFACTURED LVL WOOD FRAMING CEIL1116 SHE-AOIING T•EDGE/10"FIELD 5 Ib- 12, MEMEER5.SHALL HAVE THE FOLLOWING so COOLER$ Ib• LAPS SHALL 6E 2'-6' MIN.. GYPSUM WAusoARo - job no.: n22 _ ,b 2O. PHY51GAL PROPERTIES AS A MINIMUM: WALL SHEATHING, I date � OD JAM/ARY.2018 3. HORIZONTAL JOINT REINFORCING E=2.OX10 PSI.,FB=2800,FV=240. WOOD 5TRICNRAL PANELS lop b'EDbE/12'FIELD FOR MASONRY SHALL BE EQUAL BD SCaI8 : AS NOTED -5NP5 SPACED W TO 24'O.G. B•EDGE/b"FIELD FOUNDATIONS TO OUR-0-HALL TRUSS MANUFACTERED BD _ drawn: PL:MM WITH WIRE LONFORMING TO A5TM A 82 q. ALL FLOOR JOISTS SHALL BE AS AND SN2'FIBERBOARD PANELS l'EDGE/10 FIELD S COATED FOR CORROSION PROTECTION MANUFAGTURERED,BY 5015E CASCADE v2^GY_M wALLeoARD sD COOLERS rev. 1. THE ALLOWABLE PRESUMED 501E IN ACCORDANCE WITH ASTM A 155, 8 AS SIZED ON THE DRAWING5. ALL PLOD-SH AnNNG rev. BEARING GAPGITY 15 5000 FSF, GLASS 5-2. ALL WIRE SHALL BE FASTENING,GEARING,BRACING S BD IOP b•EDGE./12'FIELD y WHIGH 15 TO BE VERIFIED IN THE FIELD LAP OF GINS USE PR A5RIATED S WTTHFTHENMA UFAGTURERS REOUIREMEN 5.,G SHALL BE IN STRICT WODVORRLES5 LPANELS 4 BEFORE CONSTRUCTION. lop 6D a EVGE/o FIELD OR CORNER 5EGTION5'AT ALL GREATER THAN I WALL INTERSECTIONS. 2.FOOTINGS SHALL BE CARRIED TO LOWER ELEVATION THAN SHOWN 4. CONCRETE MASONRY UNITS SHALL ISSUED FOR PERMITTING sht 3 of 3 D R AWINGS 1F REQUIRED TO N THE q - O T A5TM G O REACH PROPER BEARING GAPGITY. CONFORM O , � 3 NYE 1 I L1 . RECONSTRUCT EXISTING BOATHOUSE 1 /'�t I P ��T E Y E RAISE EXISTING ROOF BY 3',INSTALL RAISE E AND VENTS. . v BAXTER NYE r's1 � ENGINEERING & Ng' x SURVEYING .. - q5_ tiq��+yPOJ�. .`. /y and!L nddSurveyors ' nDl Engineers EXISTING Locus Ma Scale: 1"=2000'` H8 nns,h MOssachus 5 soi TO PON ACCESS P yY1 V 1Y'y r { Phone- (508)771-7502 FPARC i' Ta-D _DD °`F" GENERAL NOTES•` Fax- 6 (LOT 212 &..LOT 213) �•� 01, � � - ' (508) 771-7622 F. - - www.boxter-nyT:.com DEGA. 176 HOLLY PoNT R01D �R EF'�6. g WAY TIN `APPROXIMATE UFL'AND REA 1.'TIE NIEM OF INS RAN S ro �PROPOSED wTxN AT 34961* SF ; � RELOCATE'FLOATING DOCK LOM AREA 9.80* ACRESTO ALIGN WITH EXISTING ..... 3 .� STING _ 2 PER ASSESSOR RD:OLOi . - .. :_ r i_ E70 � � CURfEM S ,r.... 1 i RESDSTONE .•.a LAWN,AREAJLy PATH . r�s,n PATO ____------ 45•' `R(r'r�.T .OWNER wIIllW F.a Ave IL Laws 12754 RECORD RARE LAND 2COEIRT PLAN pZ39 D LOTS.212 4'20 'r' SONG •/• PASSESSOR ARCEL 0'S .. Y < j 29-OW - _'___35 :KF-WS��J- f IgOp FRAY oKEW�r O/ -1 N 8 $ i .. 4 54' l, r R76. /' 39•W-275 76' S \ i. \ If1CUS SLBffCT.ID EISD®Ef N DOOw&Rf/S791-t - Mb ® LINE .39 .�...... TFIRESHLXD/ . ..- ___ �?. EL.39.1� • - L \ \ - 1 21.4' t9 ,• J PPf4L BENOYNPo(AS 9p ON THISpµ STAMP STAMP 5 _ ..X 36 W 1. ZOImrG wMium STONE.WALL' �. MP CN. -'E)D9?iNO - _ - - -- .. 87.120 - PD 5 (r _ ONING DISTRICT:Roi � GRAVEL DRIVE/ V CTANX •'\ l.G ... c), ' �FFr(,A Z08✓fEA7 MNNOM 20WIG REDUREMIM v ^.. J(,� LOT FROMEAM B7.ip BENCK"ft - FRONT - . h 6)' •; _ ",UTtii"AREA - - F ARD-30'LOT VM 1�E REW GAO.To' io'"' STONE WALL '.•_60_: - / _ s _ mo ------------ - -t/, j J'• Res l';A Dom.. 39�21`<RIIAVOBB)..I%ai:�/"- -j\-�d"�4T+.-� ' .,HIS` _ _ amw 0ISIRIC S:OP.RPm STEP _ rl ct f6: g7ROBEEDTENTSSM ------ CONSULTANT r H I 1 - �/� - !10' r `� - S. BE PoQ115 BY OTE�RS�DM .TNRCS. 9a of THEM MAY n . •., J1, NECLSS RY,A TIRE SEARCH ETC NOT DEPK7ED.F OEIOTMNXD TO - 9Mu BE PFAFMMILD En onERs AND SRPIIED.ro Ban Myr L.G. PLAN 239 D 1 - _ ENC IG Q 9ROf7N0.. - \ I 11.2685 S.F. 6. ?If PROPERTY L INFORMATION SHOWN IS BASED ON CURRENT AWUBIE O > RECORD*MUM CONSISTING OF PLANS AID DEEDS Tiff EXLS M FFARM hD/ I I 8 - _ NE SHOWN NIXON WERE OBTAINED FROM AN ON TIC GROUND FED SURVEY ' .. .. y ...,~ •a9.0- /F JULIA'.ROCHE. - - BY BIXIER NYE ENCNEFANC A:SUNEYNG OM MAY 10,pi7.. . N LAWRENCE B. & PERFORMED _ I OT?t3 lI. .1 - TRUSTEES - 14 CONSULTANT ANE NVAM� 2500DI OW 2X(592t'S F XFRLLA.ND S \�. : I_ CERTIFICATE #147794 - ' TIE FIDOD vN5U V"RARE AMP OEEIISS TFIS AREA AS ZONE X EFFE&W DATE (1657t/IDED)t ZOW X(UN-SINOED) 55 R i` i 1 PARCEL 232-030 - ll I �" ;. g I 11 i I I p PER MASS ITS OEM AS OF 05/10/2DF7: IX ' .•1/34 ,4 K N m SIXESNOT NEW AN AC,EG(AREA OPTICAL DIVIRO E TAL-COIIW •J :. - - -,- .. \ -,)I i y. - IF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED 04 ' SITE.APPEARS TO�M1RN.AN AREA - - . D-BaX 1 ..CERTIFICATE - , AS II I l Ii I EXISTING qI- �- MASS as CO MER PER M43P*EMI D H ABITATS O R A E NUXF C FOR'UW -NII-M MA PREP ARED F O R:N/F DONALD J.&DIANE M. SMMM. PVED ` EIIANDS FROECIDM ACT RFGIRATWNS(310 CUR 101- T2USTE .0 LIST I 9E DQ NOT ARE ro CONTAIN M A OR1E NFAO0.AS William LeBlRUST ISLAND REALTY TR TEIas COURT YAPP OPASSCIFC1NER an c CERTIFI A7E x 91 PER FOR 43 Fairchild Drive PARCEL 232-029-002 m 1 e - _ I - - - STE ToBE WHEN A PRIORITY HABITAT AS MAPPED ON MASS(IS OUWF?PER NIESP Reading,MA. 01867 . HABITATS OF RYE SPECIES•FOR SPM TOM ITff MASSACNUSETiS ENDANLERED SPECIES ACT.WO IATIGNS(3D CM 10), SEE APPEARS TO BE NDWI A STATE APPROVED ZONE A GROUNDWATER RECHARGE PROTECT=AREA . J CAT04 BASIN AST i I 2.5/ SUE APPEARS ro BE NDII A ZOIE OF CONTRBUOON ro A SALTWATER ESTUARY MAREWARIE _ CATCH eASN RIY Fi-ase(HAvoee> - j &OJ L AM 360-*). PROJECT TITLE HUM, 276 HOLLY POINT ROAD a F T ' FlE I --�10 • " BE OONIRACIOR 91ALL CONTACT DD SAFE(ATM-8B8-pfr•51FE)AND uEWiT'OOBAA�S m Centerville,MA \. ".i .F� Cam- ��H LOCATE TIE LDGTYN CF ALL E1PSiNO UIRIIES AT LEAST 72 11MR5 POCK TO THE START of . S 88.42'00'E -,II - - - 90W IN AN APPROXIMATE WA UNDERGROUND AY �D ro 1H06E 9pRN IE TSN AND NA1f \ QB�� 6p„gAi✓� --- 100.00' - --,�a- BfFRT REMARCFD RAW ON BE AVAILABLE UTILITY RECORDS NOTED PEREa.TIE CONTRACTOR OF PAVEMENT DE CONIRACADM To ATE�$ILW TOLE FOR ANY AND ALL DAMAGES WHON SAID MRAS7RI1CnAE AND U18111E5 MIGHT XACiLBE�rAG ROD ONED Y .`�!• ,P CONDITIONS OFFER FROM RAN INFORMATION.TEE CONTRACTOR SHALL NOTIFY RE ENGINEER ➢OFDMIELY FOR POSSIBLE REt1MW, \ \_. HOLLY POINT .. ROAD Sam NM al=�RAILS NAS.Baw came TWO!OBSERVED ENEUM OF UDUW 10 . D.E.P.File#SE.3•5492" � • - .. WaW A wr OF Dm"GUO IXp UTOPDLS HOXEYER,LAOOWG EXCAVATION 7W EXACT LOCATION OF uptRrAOlrtp FEAIRES CANNOT BE ACCAMTO.Y.COMFIE'IEL.Y AHD RELIABLY BATEIDEPICTI . NETS AY BE OR MORE OETAAED IFEORYAl10N 6 kEOITRFD nff OD/i 6 ADVISED ORDER OF.CONDITIONS EXPIRES: a2s ITMr DccAVATWTx WAY BE NEcrssARr. CONSERVATION NOTE4 - . EXISTING SEPTIC SISEM SHOWN FROM FEND LOCATED COVERS AND WETLANDS EMT PUN . \ I / -_ - PREPARED BY RAPER NYE DATED B/le/2oo6. I. EXISIFLG PLOTTING DOCK,SE3=2367,CERRFIGITE OF CQNRAFTCE lSSIED 12/29/1992 - - . .la WATER SER a / - ARFOHIAE TORN NLE SHOWN ON IIOS PLAN FROM INTER DEPARTMENT SOTCI 2 REMNSI) ION OF BOARDUSE PRENOUAY APPRWED IMDfR SE 3-4159.PEITIOT - o.Tn 43.3 ../ CrI21A-F DATED I/2/1008 DNS 06/07/2012.CERTIFICATE OF.COY%NNCE ASS 0 04/18/20I7. � N V - - .. .D d o - APRTDLBMTE GAS i 1 �n ' 9R17f£910W ON RAN PER FE1D LOCATED METER AND MAnLNa aT0 - MAPPING . THE IEVFR.OF IFEOLHOUET/BFARSS PQFp 6 REDIIUTID UNDER WATERWAYS � - _ UCETa/4294,ISM MARCH 28,1960.THE REQUIRED WATER a&AIION IS 33.5 NW WHICH o IS EDUAL TO EIINATION MIS NA - • ELECTRIC JIM SON ON IN6 PLAN WAS FEW LOG 5Aw 1 17 VD98. LED. ® 8 0 ADD RAM Pi' fTER.S0IWCEM / / 0 D K' MAPPING;,NGG oC,ADD NOT E TE 5 . 1 - _ S�MCE FROM UOMtt POLE��3 SAW 7/IA/17 REVISED.DEP FILE NUMBER(DOCK) /. NO WORK 6 ID RE RNED TO UNTIL ORDER OF fCOMMI(MS 6 SAIm,RECORDED,AND I0. .BETIAIpS 9M)WN HFIEL111 AS PER wE71AMD5 ODREA1pH BY VH ASSOOAIFS A5 SFpWN OM O B Y DATE DESCRIPTION RECORDING SUP RETURNED TO THE COMSERVAIIOL COAQOSSfOI. - � _ SHEET TITLE o _ - ..WETW05 PERMIT RAN PREPARED BY BITTER NFE ETFdEDm'&AND S yEW4 BAD 0B/18/06 .5. N.HES.P.11UOOLC NUMBEk.I7-36996 Wetlands Permit Plan - 3 \ Rebuild Boathouse 9 o SHEET NO 0 DATE:JUNE 08,.2017 \ - 20 0 20 -.40 F- _ SCALE IN FEET H ry SCALE:1-_20- DRAWN BY:OF CHECKED BY: IIwE JOB N O: 2017-ON FILE: 2017-034 WPP.A. . . .. .. _ .. .. ., ZIP ... C .. .. d 67 .. - o 51-0 1/4: 1-1. V-O 1/4' .. .. ... .. .. ... .. RI o .... .. B. (212JU0 Obe BOARD r t W ... .. - q-;. VERTICAL 6RAINFlR TRU55 Off N COX A/Y�AVIED E .. V .. .. 12_ C46. 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BM:TO nE SIDE OF.naw 5 DBL.2%B RAFIEgS .. .2"MMIM .. .. .. .. `L SEC 'TI.:O.N B _ o 7%B P.T.BEAM _ .. SG ALE: 1/4.. • 1•-0. -.. C 0�.: Cc _ �.(� "OU a A 9 S :%7. % 1/a'.L .... .... .. 1iQ aeH' •.ua s1rdLNFtAL PQRIDAnON NOIES: 6Et✓t3tQ PLAN NOTE3 1(�_ ��III��` .. . .1 KNOOM9 TO BE FELLA•ARCMTELT C gip: -21:: •• .,.. -NO ER OR TO BE PLACED M. V . u+ m� m� m )I 4•x vi. ,/� ww:ereA-Ns - AWMINM CLAD rwIDR TognphrRMa6La55 LVL - METER OR FR03EN 901L MM//YN.pN 1MpALitE l MlTN6T5 T@1 AS gg gg -LONG.STRENGTH MN FL.Sp00 P51 PL PIARN1'TBnI'�E3 F fi/ll TSATEgLp6 A;. R9 - �)� rwac AT 78 DATE, qE.I. GOOE(REFERTM ED OF O FOR 'N A?TFRNS)' job n0.:'�12i .. K G: E• - 912. TroBORC.6 F65�.(CAS�A�6AIr�5N-51nO j . . _ l 2•AT SIDES OF FT65.OR MALLS. REFS EP/AnONS FOR Y61L'U'1'1 DBE S TIR�PTLIRAL 60CM REf211ROTES AID �' EXT.WV1a TO 2X4 .5 M'OL is AILS OR NOTO"JOISTS 11/2' - ... .. .. .. .. ' .... .. - .... •. ... MAIIYaF9E sl '. ++ ++++ +++++++ 5ILIX.OXL.FRDaTMALL - .. : .. - ....... - .. - - .. EuiLDER ro L0010MATE wsNADE scale AS NOTED ARY,2015 (SEE Mr.VA-71 - .. •: :- :: - axe AarowA+e FOMOATM&ENBRAL NOTES, S17TTER SYSTBT INC. drawn �Ay,MM .. ... 6%6 P.T.POST TD.DECK _ TO To.F03T FO BE 8'111/2' (ALIGN iD.POST w TD.BEAM) ,. .. .. .. .ow PAPxw raN nwH ON 4')62'LOK..COIL'::FTO,w KEY: •E%T.OQ7R TO RGSIIE VALLEY LL'xOR rev. .. ... U3E Nlfg610•SDS TO f.OHFLT .... ..: ... ... ... .. - .. - .. .. -PROVIREFERDE I SEGTMONS 3 MV1,eT4 fi)Y STRUCTWAL NOTES .: +ee:.a.ANµ c�ta iV L$R.L A BE P.T.P)OLD W 8 ISO POSTWMV maeai"LHe wC W i 32'OL M H AW 13 FROMGORNER5 :S=v 00 Rrmra®wBx�AwwLL'rt rIe �IQ MDOD POSTU.me MFN F L Q.O.R F R A M f N G_. P.L A Al _ . R O O F F R.A.M I N G PLAN - R.O O..F. P L'A N x_MJODPOSTF rev.' N SCALE: 1/4' . 1'-0' _ .. SCALE: 1/4• . 1'-0 SCALE: 1/4^ • I -O• ( g7mr'n%m.RJZV60 OEM ... _. ISSUED FOR PERMITTIN G snt I Of s p FM .. CUSTOM CUPOLA .:: G15 OM CLPOLA FH ♦ L� " FM s . TOM CUPOLA .•.. �. .. .. O5TOM.LUPOLA - ca . •. ..... ... IXSA%b AHSLEE FASCIA .. '... :. ... (TO MATCOH NbF) _ . .. ... .. I%7/1X8 RL.RAKE ON Ix BLOCKINb .. r ..` ... RL.ROOF SHINGLES }'• 2 .. (70 MATCH NOUSFj R..,ROOF SN ;. . . F ,ROOF SSIN6LE5 i .. .. .. no MATCH iIGLF.E1 (TO HOIF_'c) . a .. .. .: .. �9 .. .. 00 MA NKIgD FASCIA +.. .. .0 Y .. ' TLM HElSE1' .. . f0 U .. - RL SHIN6LE5 s T•EXP.N- a I%5 RL,4AMBI EAO wl C NSLL5 s l'ExP../-RL - - RL.SNINLiLES wl Lt9 RL.1M$IEM - C .. ... .CA51N6!2%RL SILLLA5R16 M .. .. ... .. .« .. (TO: 1 -... fT0 MATCH NOUSP), .: no MATLN HOUSE) _ qpT t10U ) _. .r I� � s I � AQ WALL FLL5H q .. .. ... .. _ P J 1slALL ",y .. 6X6 P.T.PC15) WNL I RL v PBA Ql .I%S/IYD R.C.TRIM .. - .:: GST LC9/I%D RL.TRIM ... ... ... ... ..... W _ ..: r .IXBA%B RL..TRIM .... � .. ... b%b P.T.POST$I' � • •' ..: .. ... W.. ... X3A%8 TRIM - m " OF MKINSO. .. .. TOP OF OEGKIN6 ATpP CP pECKIHb /*TOP Gf DE;d0H6 ^�..�: . IT VIA P.T.PILE 12'OIAP.. .. .. ... .�... .. ._t__ _______ _ ____ _____________ _ :___t_. _ .: .. • OF CD FRONT ELEVATION RIGHT ELEVATION REAR E. L:E.VAT10N LEST_ ELEVA ,,/I�g14. J. SLATE: 1/4 'i:=:0',. " - ;;S O A L E, 1/4 • 1'-0 '..: SCALE• 1/4 ':1.'.-O.' - SLAL.E:.1/4' • I'-O' 1'� OuV9 t� ..a. .... .. .. ... ... .. _ tp r O ST'RE1GTiJRAL . No 38962 , .... .. r\ 12 .... RL.RF FELToN S/EB Cox .. ... 1-0.�.D'.- P,6'X!' .'G,, .. RYWO.SHFATNN6 .. - - VE OF SEAMED PILE 1 IX6 FIR V-EAOOIT I a , .. ... .. . 2X8 RAFTERS•VOL. -. 12 .. ..TTFGAL ELEVA L +Y• 1 7X4 F I • .�� .2Ye P.T.j5T5.s Ib'OL. � .( ��. .. ..I :. ' .. .Y. 1/4•-%91/4'P5L cab -lSos is BM \ 9 (T TE1HtNABLE I%RL.TWM .. - 4' / ..WIPro ._ , - .. ., .. _ - . . .. FOR`iRNCE'ACCtYA. .... .. :. .. CONNECT BEAh6 W .... .. a .. 6ALV ... .. ... . (ATTACH 70 2X4 BLOLKINS) R S \ LTxUCi/BIS'Ld1G) —� TRLesESlros 4 \\ TOP LP ... .: ... ..- '.:.... - \ U2'6ALV.LA6 BOLT.. .. NaLE9(T• : r ROORN6 NE t� SHWGLES lRE ' :. •\. - ; .. . SmINb: 'RG:5N _____ - 1115 . Lm-COATED COPPER .. F \. .. 6%6 P.T.POST - .. .. 5TA' MS SEAM ROOF - •\ 5/4 RC. .S BILL(iNE1 ON"'PLY.SHE \ < r. .. .. ,. 1X9A%B FASCIA —— —— ——_ HEAD C TO NA 9/4 RL: • ••. (.. `..• ` :.: \ ,,,, 3/4'A3016ALV.BOLT HEAD G.ASINS W�9/4 RG:CAP Q 1.'.. WA®OMGA:TiRK: 3ARR -. W b'BOX BY'S1V•D" ___B_Q_ CAM__ _ - \ g !e TER STSTEIS IIL'.' -—.———— .1— _ UOAI(6RL.RAKE ON IX 0.0OKRYa g_ 3ti :.DOOR CASINO: � . - (AT FRONT OPENN6 OILYI — .. .. - .. — . :" _ .. :.. .. 8 RL.COVE .. •Yb. .. - ... ..UfSA%B RL.FASCA W ALLMM.DRIP. .. ", .. MDLVINS .. .' .::: .. .. .... .. 'EDSE'e508 RL.COVE MOFFIT' — S .: UT A30T BALV.BOLT � $a . REIWJAW:E Lx RC TRIM .. + e ,- .••' CUSTOM CODE MOLDiN6 .. .. .. IYDIA P.7.PILE NOTCIFD .. OR at.SMN6LG�O( < R WNSLE ON.I/2 PLYWOOD :. ... :. .. ON Lx L.FRIEZE ON T RECEIVE 5 Xb'BE4M3 T .. - r o'3< = �y=§09 0 .. MAM EAVES: ' (FOR SERVILE ACCE£V - RC:S hats ON Ix BLOCK INS• 's:EA SIDE!bXb POST ON TOP e 1/2'COX R,YKOOV .: AYPL'N6 f .. g Y I'r'�cS - ... ...... ...... ..:. .. tr E1�.N•) ... ... .. ... ..'. .. - (TOTAL 4h 21-RIEV — — — RO_.2.9s/4%1 E4 r<6se _ - -� .: •�ML EZTERIOR TRm o�R®CEDAR $s HEAVER ... .. ..-. .. - .. 1. ave . .' ZN'TE%SLREEW SHADE._. - .._.... .. S _ .- .... tl7I+TiNS:3W z aU .:. ... ..1 5HlT7Et SY51@U INC.' ..• IXb FIR VKS T5.9 I . _.. .. I 7%4 C16..ST3 s 16''Of. .. MAN FFO 6NOE RAIL O�NAIS/4 .. ,: ` q I I : VV RC GIVED C fI V R ON - I .I. - OPEf+ItYa41 Y°Olm)'L .• .: : .. :: , .. ifi I I: : x RG v6NG VT COX PLYRND wuP•/) Vj� O N to .:::::. .. .. ... ....... ....... ... - .. ..... - Y.. ... .. IF � PER .. - 6YA F.T. gPOST DOMR To� .. - .. .. n 2%4 RED CEDAR BLOCKING. .: - -, —.:' EMI s TV Noe PILIE. N.ETER- :W ...... (CUT OOYN T 39 ....... .. .. .: .:.' : .. :. :::.::. :. I I ... i .. ..... TW OP 511 11 T 5ED ... ... :.. ... .. .... .. ... .. ... I .. NOTMI a TOP OF,PILE' § P I I 5144X&FILE DEC<a ON P.T.2xe I '. .O 0 2x CENT RL.SIW tAFER® B W .. SIffLF M/CO�ISER FLAN`UNi ^ _ 06 WWyy11��EECCpp��MAY W"M 3a' ::. - - LTX4X88(S LOSS)GAILY .. .. .. .: ATI'POLLSLA®LNMINS sit$ .. I I: -V2:ABET SALV.BaT BUEDeR m COOIID6NTE MTN N .. .. ... .. WIDE 4 41iRTEt OP5TBM14.RIO: :. .. ... ... .. .. A50T&ALV T. .. FRO WOE RAIL 0'1 516 BLfKKI ... •. .. _ _ •. 0... .. a SIDEWAIL OPHUIKS .. ... .. I%SAXB RC.TRIM - C `C .. IQ' ..,, BOL ^ .. .. .. .. .. 1� ::.I,.:.I _. I Qf . ...... 2.5 P.T. 2xB TS 16 OL .. 2X BLOCK FORATTOWAI DBEARNLS LaPSBf7Y.A�A -WCS RC GOVE.MOLD J05T5s I ._ — P.r..b .s,' (AT FROW ALL CN_YI .. .. .. I I 00 (0 . P.T.6X6 P65T!2x4 i'NLL ... .. ::.... .:. 8'63LL DIM 51DE OF. ... ... . � 9 \V .. IFubH w BAOK SIDE OF POST) .. .... ... • .. - .... / , .. CMS BA ® " 5%B'(FRL DIM TAP.PST _YS� BEAMS ON EALN SIDE N y/ .: I ... : ... ISM W ....%.. .I ... NOTCHED PILE . . BEAMS ON EACH CLpp .. SJ4X6 WE OELKIN6 ON IT .. .:.wo .: : :..: .. .00KR,D.. .. _.. -•.: /.: .. I I .'.. I ........ 3/a•A507 6M.V.BOLT..:... .:b.. .. :.. U5,10 4V2�SL. : I .i ..... APER®I'F�ITI U7 ':::.... .. .._�/ ....... ... - .. .. ... .... — .. ... _ ..... .MOTGEV ILUFROSTWN.IJ - .. ... LD%RYA 1x4 MNLL 5TID5 "I I _.. RL.5HTM6LEiN .... . i I DOIw T f±OOF RAPTEYS .. • _///_—_—1 .. - .. rFJ.vED caN'3t l05 COW MP) - - job no.: i+i 2 date.::,OB jAw) ,2018 ... ....... ... ..... ... NAXB RL:TRIM ON P.T.. .. .... _ ___. ___ a.. .. ... ... .. B VP B I? B V4' 2Ye P.T.5Nl ON .. I 2xb5 s FERIMETAR RL.ROOF S,,,,LES /. .._ : : � ' BDale AS NOTED. N)'GONG. S LB+FELT ON 5W COX / IT CIA PT.FILE NOTCIED .. (AT FRONT ONLY) I R.YFO.SHEATHRI6 ON .. ... ...•. O RECEIVE 9'xB'BEAMS.. 4'A30T SAW.BOLT 2X8 RAFTERS 6 16'OL „__ /.. .. .. ....: : .. s EA 9N7E!6%b R75T.ON TOP .... drawn: jAL MN1 (2)2"RAFT3u k ITDIA P.T.PL1E NOTCHED reV �. .. -. EA SKIVE i"b POST rev..:.:.::: .. II " ?'..: ONTOP :..:. l l ELEVATION SECTION DETAIL AT EAVE d OPENINGS 2' CUPOLA:DETAIL 3 PILELf3EAM/ CONNECTION O� �,ALE:L VY.p-p• : .. O BGALE.1 V2'.1.-0. ... ... i .. ,. ... .. . _. IST GO N r. ISSUEDTOR PERMITTING sht.:2:,: 0 e ! _. _ _ 3.WALLS ACTING AS RETAINING WALLS 5 CONCRETE BRICK SHALL CONFORM 10. ALL.PLYWOOD SHALL BE APA E GENERAL TO A5TM G55. PERFORMANCE RATED PANELS CONFORMING SHEARWALL HOLDDOWN SCHEDULE g �, SHALL,NOT BE BACKFILLED WITHOUT BRACING UNTIL ALL SUPPORTING SOIL I M R R ...TO b.GROUT SHALL CONFORM TO THE THE FOLLOWING M NUMU EQUI EMENTS: 1.STRUCTURAL DRAWINGS ARE $ 5LA55 ARE IN:PLACE $ AT REQUIREMENTS OF ASTM C 146 $ FOUNDATION.HOLOPOWN5 $ ANCHOR BOLTS: N La TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH. A. FLOOR-5TURO-1-FLOOR T$G,EXPOSURE I, a y Z3 .: SET OF DRAWINGS. SHALL HAVE A COMPRESSIVE w t H ... STRENGTH OF 3000 P51." 3/4",SPAN RATING Ib". 4.COMPACT ALL FILL UNDER FOOTINGS HOU5-5D52.5 W/55TB24 5/5" DIAMETER ANCHOR BOLT m B:WALL SHEATHING-EXPOSURE I, 1/2", _ 2.ALL SAFETY REGULATIONS $ SLABS TO THE SPECIFIED DENSITY 1"VERTICAL $ BOND BEAM. : SPAN RATING Ib". O W/GNW 5/6"COUPLER NUT BETWEEN 55TB24 $ 5/8" P. ARE TO BE STRICTLY FOLLOWED: $ VERIFY. REINFORCEMENT SHALL CONFORM. THREADED ROD INTO HOLDDOWN. P051TION 55T524 r @j 2 METHODS OF GON5TRUCTION $ TO THE REQUIREMENT5 OF A5TM A615. G. ROOF SHEATHING-EXPOSURE I,5/5i1, N1 ANCHORMATE TO PRIOR TO CONCRETE o E ERECTION OF STRUCTURAL MATERIAL5 . SPAN'RATING:16". " PLACEMENT. GREj r � 2 _:.. FOR CORRECT 15 THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL. 8.MORTAR SHALL CONFORM.TO THE ANDUSREGI.DESIGN,FABRICATION $ ERECTION HALLNBE TYPET5 OF S OR 5T0 + DESIGN CRITERIA.:_' y 3.THE CONTRACTOR IS RESPONSIBLE SHALL BE IN ACCORDANCE WITH' 8 G ADE/D ROD INTO NUT P051T510N 55TBLT E FOR DISSEMINATION OF ALL T - q.QUALITY ASSURANCE TESTING $ O REVISIONS $ REQUIREMENT5 TO THE A15C SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I.APPLICABLE BUILDING CODE IN/ANGHORMATE TO FORMWORK'PRIOR TO CONCRETE g , STRUCTURAL STEEL FOR BUILDING5 FOUR FOR CORRECT PLACEMENT. - THE SUBCONTRACTORS. IN ACCORDANCE WITH THE MA55AGHUSETT5.8.TH EDITION h o LATEST EDITION._... REQUIREMENT5 OF AGI 530:1/A50E b/88. 4.REASONABLE CARE HAS BEEN: 2.AFPA/AWG GUIDE TO WOOD HOU14-5052.5 W/:SBIX30 I" DIAMETER ANCHOR BOLT TAKEN.IN THE PREPARATION OF.::. 2;5TRU.GTURAL SHAPES 5HALL:CONFORM CONSTRUCTION IN HIGH.WIND:AREAS TO THE FOLLOWING: 14 VqlTHREADED GNW I COUPLER NUT BETWEEN 5BIX30a$�1" FRAMING LUMBER 8. CONNECTORS' �` � ALL DRAWINGS AND SPECIFICATIONS. FOR ONE AND TWO FAMILY DWELLINGS, : THREADED ROD INTO HOLDDOJWtWt�)1UI IOCDDOW HOWEVER THE ENGINEER DOES NOT : 110 MPH;EXPOSURE B ATTACHED TO 6Xb POST. PpebTI IXSQ� GUARANTEE AGAINST HUMAN ERROR. A.WIDE FLANGE MEMBERS A5TM I.ALL FRAMING LUMBER SHALL BE ANCHORMATE TO FORMWOR ,PRI R TO GOIW`GRE $ FOR THAT REA50N IT 15 IMPERATIVE A11g2 GRADE 56. KILN DRIED 111%MAXIMUM MOISTURE POUR FOR CORRECT;PLACE�Ei�T. EFE THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET / !C J. 0` H a ALL DIMENSIONS $ DETAILS $ MUST .5..6HANNEL5 $ ANGLES A5TM A36. -A5:A:MINIMUM THE FOLLOWING:. j�( CEDEi4NOLM to - STRUCTURAL DESIGN CRITERIA .s, H VERIFY ALL CONDITIONS,DIMENSIONS DESIGN VALUES FOR 5PRUGE-PINE-FIR: .. cc it ELEVATIONS AT THE SITE.ALL G. H55 ROUND.$ RECTANGULAR TUBES a - DISCREPANCIES SHALL BE BROUGHT TO A5TM A 500;GRADE B FY=46 K51.. A.2X 5TUD5 CON5TRUGTION GRADE - FIRST FLOOR. •: 40 P5F:: LL:TO THE ATTENTION OF THE ENGINEER F5=500,FV=65,FC=150 .. IO P5F DL No 38962 �' 1�1 V 3.ALL GALVANIZING SHALL CONFORM SECOND FLOOR ". P5F LL �o 5.THE.CONTRACTOR SHALL SUBMIT: TO A5TM A 123. B..2X JOISTS/RAFTERS.NO; I GRADE -: _ CONNECTION GONGRE w V FB=1150,FV=10 O P F ." D CONCRETE FOUNDA N COMPLETE SHOP SHOP DRAWINGS FOR - P . ALL CONCRETE REINFORCING,ALL 4.BOLTED CONNECTIONS SHALL BE WITH; ... - ATTIC/5T0: 20 P5F. LL NEGTION TO C. PO5T NO. I GRADE FB-800, V v m 5TRUGTURAL.5TEEL,:$ BOTH HIGH STRENGTH.BOLTS IN ACCORDANCE = .: 10 PSF DL FOUNDATION_SILL PLATE CONNECTION TO CONCRETE: FV=65,FG=6'15 .. . �1 CALCULATIONS $ SHOP.DRAWIN65 WITH THE SPECIFICATION FOR. - PSF SL DL FOR ALL MANUFAGTURERED LUMBER ROOF G5L 30 STRUCTURAL JOINTS USING.A5TM A 325 10 P5F PRODUGT5 $ THEIR CONNECTORS OR A 4q0 BOLTS. 2. ALL.:FASTENING OF FRAMING;, 5/8".DIAMETER ANCHOR BOLTS @ 52"O.C. FOR REVIEW PRIOR TO FABRICATION. ,D*lc PLATES,SILLS;5HEATHING $ - EXf WALLS/STOR: 100 PLF DL 5.ANCHOR BOLTS SHALL BE A5TM A 301. : : OTHER WOOD MEMBER5 5HALL NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/5" VIA BE IN ACCORDANCE WITH THE - INT.WALLS/5TOR. 80 PLF :DL A301.STEEL ANCHOR BOLTS Al 3" X 3":X 1/4" PLATE WA5HER5 CONCRETE... DETAILS SHOWN $ MINIMUM - W/1" MINIMUM EMBEDMENT INTO CONCRETE. . " - Him b.WELDS SHALL BE MADE BY OPERATORS REQUIREMENT5 OF THE DEGK5/PORGHE5 40 P5F ' I.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD. .. MASSACHUSETTS STATE BUILDING 10 P5F SHALL COMPLY WITH THE SPECIFICATIONS .. QUALIFICATION PROCEDURE OF THE CODE 5TH EDITION. FOR AMERICAN WELDING SOCIETY. (AGI 30 STRUCTURAL 8 NRAL:CONGRETE FOR BUILDINGS 3.CONNECTORS 5HOAN ARE AS z�° g 1.WELDING SHALL BE IN ACCORDANCE'- MANUFACTURED BY SIMPSON.. $ 2.ALL:CONCRETE SHALL HAVE A;28-DAY AITH THE AW5 01.1 CODE FOR:WELDING STRONG-TIE CO. INC.5U85TITUTIONS SE[ERALNAmIN&SCHEMLE 110ro 14 + �� d 6 ::. IN BUILDING CONSTRUCTION .:I :., MUST.BE APPROVED IN WRITING :: OINrDccwPnoN COMPRESSIVE STRENGTH OF 3000 P51, "^ gP461G ®� BY THE ENGINEER. INSTALLATION � � GOMt'1ON'"P`S ..B°"�I� W WITH MAXIMUM I INCH AGGREGATE $ ROOr FRAMINS OF ALL CONNECTORS SHALL BE MAXIMUM 690 AIR ENTRAINMENT FOR 8.CONNECTIONS NOT DETAILED SHALL a 'r EXTERIOR C.ONGRETE EXPOSED TO IN STRICT ACCORDANCE WITH THE BLOCKING TO RAFTER rt°e+"'�e°) =-eD =-IOD E"�"F+° `s BE DESIGNED FOR THE LOADS 5HOWN THE MANUFACTURER'S INSTRUCTIONS RIM BOARD TO RAFTER(eND-NAILED) ... .. O_ D S IbD EACH END MOISTURE. ON THE DRAWIN65 OR FOR LOADS $ MUST EMPLOY ALL REQUIRED ww PRAMIN& GIVEN IN THE STANDARD LOAD TABLES OF AISG FOR THE SPAN,:. FASTENERS. TOPS'TES AT INTER5EOTION5(FACe-NAILED) - 4 Iaa s IbD or Ol rs 3 5.ALL REINFORCING STEEL SHALL BE SECTION $ STRENGTH SPECIFIED. STUD TO SnV(FACE-NAIL D).. -1ev: O-lea 2a•Ds. DEFORMED BARS:OF.NEW BILLET STEEL x CONFORMING TO ASTM A 615 GRADE 60.. 4.ALL GONNEGTORS SHALL BE WADER TO HEADER(FA -NAIL®) we 6c, I6•OZ.ALONS :.. .: . .. HOT DIP GALVANIZED. _ n q.ELEVATIONS NOTED AS "TOP OF.STEEL" FLooRFRAMIN& CE 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED . SECTIONS. 5.INSTALL ALL CONNECTOR FASTENERS �i9T To 5w TOP PLATE OR BIRDER true NAn eD) a aD 4-40P FUR JOIST SHALL BE AS FOLLOWS: BLCGKINS TO JOIST(roe NAn eni BEFORE LOADING THE JOINT. -aD -IOD . ,. .. ; •• - BLOGCIN6 TO SILL OR TOP PLATE(TOE-NAIL®):.. 9-16D 416D -EAAI `V U) 0 . A. 3' AT CONCRETE PLACED DIRECTLY O AGAINST EARTH. MASONRY b_SPLIT WOOD I5 NOT ACCEPTABLE RVER(PACE..1wLED) ' S-IbD 4-16D EACH JOIST r Z - FOR.ANY CONNECTION.. .. JOIST ON LeDSM rTO aeux(TOE-NAILED).. _ 546, s-wD PER_VIiT U B.2" AT ALL OTHER LOCATIONS.. - C W Cu I"MASONRY GONSTRUGTION SHALL :SAND J515T To JOIST(ENO-NAILED) ... S-160 4-lap :PER JOIST L_ CONFORM TO THE REQUIREMENTS 1.ALL EXPOSED FRAMING MEMBERS e JOIST TO SILL OR TOP PLATE true-mmLED)• 2-1612 S-I6P ez r FOOT p U) 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA ` mb N a I6 Q ROOF SHEAT}IINB . ARE ALLOWED,UNLESS SPECIFICALLY STRUCTURES(AGI.530.1/ASGE b-88). G2/Gq GCA 025 $ MEMBERS IN 5HOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MA50NRY F'M=1500 P51. .: : .. CONTACT WITH SOIL SHALL BE HOOD STROCTURAL PANELS _ IN WRITING BY THE ENGINEER. TREATED PER AWPA 023/024 _-.RAPTEMS OR TIWSSES SPACED LIP TOM,!OZ. . eD lop 6-EDSE/a•FIELD q. - 2.VERTICAL REINFORCING OF MA50NRY CGA 0.60.JOB 517E FABRICATIONS _RAFTERS OR TRLSWS SPACED OVER I6•oL. : aD too 4•ED&E/'4-FIELD Q CUTS $ BORE5 SHALL BE TREATED IN (6 6. REIN-0 INS EMBEDM STANDARD WALLS:SHALL'BE AS INDICATED ON _ -(SABLE ENOK4LI_RAKE OR RAKE MISS wO&ABLE OVER"AHs � aD IOD ':6•ED&E/6-FIELD I. BAR LEN&TH. Hock ACCORDANCE WITH AWPA STD:M4. SABLE E IDWALL RAKE oR RAKE TRL95 w S RLZTURAL am aaasig eo.: lop 6 ED&E/6 P ELo m THE DRAWING5: ALL-CORES OF (LV N C 2. 2' MASONRY UNITS,SHALL BE FILLED .S b 2 WITH GROUT. :REINFORCING BAR 8.ALL MANUFACTURED LVL WOOD FRAMING &ABLE errowALL RAKE°"RAKE Tw ss w LOOKour B gCKs: ao Dp 4 EWE/4•:FIELD, N C w 20 bt LAPS SHALL BE 2'-b" MIN. MEMBERS SHALL HAVE THE FOLLOWING GBILIN&SNEAT11IN6- ..... _ ....... N .. 5O COOLERS - T'E ISE/10-FIELD 2a• la• RHYSIGL PROPERTIES AS A MINIMUM: &YPSUH w,vJ"eOARp U 3.HORIZONTAL JOINT REINFORCING b "ALL 5meATM"'S job no:- 1122 FOR MASONRY SHALL BE EQUAL E 2.OXIO PSI,FB=2800,FV=240. WOOD STRLCTURAL PANELS FOUNDATIONS TO OUR-O-WALL.TRUSS MANUFAGTERED STI05 SPACED OF To 24�OZ. eo lop 6 EDGE/I2:FIELD date " OE,JANUARY,201b WITH WIRE CONFORMING TO A5TM A 8.2; 61.ALL FLOOR JOI5T5.5HALL BE AS $ COATED FOR CORROSION PROTECTION MANUFAGTURERED BY 5015E CASCADE In.AND 2s�2 FIBERBOARD PANELS _ 6a B EDSB/a FIFE D 1.THE ALLOWABLE PRESUMED 501 L 1/2•&YPSUM WALLBOARD SO COOLERS T'EC6B i to-FIELD scale As NOTED BEARING GAPGITY IS 3000 P5F, IN ACCORDANCE WITH:ASTM A 153, $ A5 SIZED ON THE DRAWING5: ALL drawn WHICH IS TO BE VERIFIED IN THE FIELD CLASS B-2. ALL WIRE SHALL BE FASTENING,BEARING,BRACING $ FLOOR SHEATHINS q GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT ACCORDANCE rev. BEFORE CONSTRUCTION. LAP OF b" $ USE PREFABRIATED T:5 woav STRUC URAL PAAreu a WITH THE MANUFACTURER'S REQUIREMENT5. . oR L OR CORNER SECTIONS AT ALL - bo too 6-ED&E/W.FIELD: rev. " :: ::. ..+ .... . - 16O - . / 2.FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. -_SReATeR THAN I" .IOD 6'EDGE 6•-FIE LD' TO LOWER ELEVATION THAN SHOWN 1 ON THE DRAWING5 IF REQUIRED TO 4:CONCRETE MASONRY UNITS SHALL m REACH PROPER BEARING CAPCITY. CONFORM TO A5TM C a0. t.. s of B .. ISSUED FOR PERMITTING it Pw EO O o io y f0 RS REVIEWED IMPORTANT - UPGRADE REQUIRED 2!Em L O foSTATE BUllDING CODE REQUIRES THE UPGRADING OF EPT. DATE SMOKE DETECTORS FOR THE ENTIRE DWE�G WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED,E%ISTING EXISTING10' E a-0 B6 4 -NOTE: A PERMIT IS-REQUIRED FOR-THEL :DATE g6- INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL2X6 PRSILL.�1/2• PERMITDOES NOT SATISFY THIS REQUIREMENT. ANCHOR BpLT$O 6'QUIRED FOR PET. RMITTIN „IHI 12,FROM)BOLTS TYPICAL:MIN.(2)BOLrS PER SILL •' - G (ARiRLwl16lNt5 �} _ (In A3 V H AL16N WALLS m '•' wLLl� B'DNA.CONCRETE NBE w F u --' --------; - o��o CARBON MONOXIDE ALARMS �^ EXISTING RELLAR SASH TO REMAIN CW_ MUST BE INSTALLED PER V—BUILLT OF OHIMNEY •—MASSACHUSETTS BUILDING CODE `+ A 3 In'LALLY COL.ON - V J v A3 24X24X12 FOOTING ` ALIGN WALLS � � - R7 —2Xb P.T.51U W/In' 3/4'XT V4-LVL ANCHOR BOLT506' I4L MIN. 12'FROM GORIER, OLL� B TY ISAL;MIN.(2)BDLTS . 2a 24 EQUAL EWAL I'-0 I'{2 B' �2'-B' I' �rc OS' A3 t�L'nooeNr�W O0D J Ila r BEPM POGKETJ ___ ______ AS REOVIRED z _ 1. _ CUT OPENING O EL EXIST.WALL TO LEVEL OF vinrcpveR gg j B•GONGRETE FROSt L ^� ON 20'X 12 CONCRETE MAN IIy� •- Q �• FTING W/KEY �ASREOI�IRE�D ,�, OO ECVAL 9' 31/2-LALLY COL.ON -- - 24X24x12 FOOTING 3/4•X t V4'LVL ry n :34 34 (2)1 3/ N t-4'-l{VL -4_ c we c J POGKET AS REONRED _ _ v 3 In'LALLY COL.ON t= 24X24%12 FOOTING J -`e= `�� c u -VERIFY ALL EXIST. 5!_ c FOOTING SIZES PRIOR �- TO CON5IRUCTION a `EXISTING CELLAR SASH TO REMAIN 'O EXISTING Fp.ND. c B- •c=q; WALLS t RETE E u o c —EW>ILL9tYa FQ1ND. _ CRAWL 2'fgNGT u �__• como•- w v c K x i ry a i i .o, -- - --- --- LOVER - , ----------------- tu v V N RD PORTION AS SHO —� Q ALIGN WALL$ OF %1 TIN!WALL V) 2X6 P.T.SLL W/In' .. Q - MI�N.II�1�FRO_TSDER$ ++•�.— TYPICAL;MIN.(2)BOLTS ,V/^ O PER SILL r cart.au _ +; D_ro EXI5TIN5 4'-0' �/t/��TO O - FOUNDATION GENERAL NOTES C y//y ++ WALL/DEMO 0•5 J -� -CONCRETE FROST WALLS TO BE B'THICK ON 30'x12'CONTUIIOU'CONCRETE FOOTING L' Q) NKEY(HEIGHT OF WALL TO BE BASED ON ------- WALL5 AND ITEMS TO F�` v - ••VERIFY EXIST.FOOTING GRADE CONDITIONS;4'-0'MIN FROM FIN, ------- 0 SIZES IN FIELD BEFORE GRADE TO W70M OF FOOTING) BE REMOVED Q v N u � GONSTW1GT10N -ALL CONNECTIONS OF EX15TIN5 FOUNDATION EXI5TIN&WALLS TO WALL5 TO NEW FRO5TWALLS TO BE SECURED REMAIN '•VERIFY EXIST.FRAMING CONDITIONS ` BY DRILLING•4 REBAR 4'INTO EXIST.GONG. PRIOR TO ESTABLISHING TOP OF WALL I FDOTIN6 0 12.OL.VERTICAL.AND NEW WALLS job no.NEW FR05T WALL(ADD T FROST SECURE m EPDXY&ROUT:REBAR TO PRO.ECT I 0612 WALL A5 NEEDED) 12'MIN.INTO NEW LONG.WALL AND FOOTING _ date 0—24,20 6 -SILLS TO BE 2xb(W/SHIM A5 NEEDED TO ALIGN -FOOTINGS O GOLLMII`TO BE 12-THICK; W/E_ISTING MIN"AN I/2'ANCHOR BOLTS ANY FOOTIN&5 43•X42•AND LARGER TIRE O.G.MIN AND O OF FROM CORNERS, (O HAVE SIZES ES NO O 12'OL.EACH WAY scale A5 NOTED TNERE SHALL BE A MIN OF 2 BOLTSSTM PER SILL (FG%DTING SIZES NOTED ON PLAN) NAVE$IE5I PORCHES W.FRO,iWALLS i0 HAVE SINGLE SILL) dfdVrtl KMW - -CRAWL SPARE SLABS TO 2'LONLRETE . DUST CODER f3000 P511 TeV. -AREAS BELOW PORCHES TO HAVE 6' FFFq O U N D A T I O N P L A N WELL-6RADE06RAVEL rev. P 5GAL E: 1/4" • i'-p - -- - g A- 1 ry m ° ISSUED FOR CONSTRUCTION Gbt: i of a � . c Eo Eo �e N d ~ L N W .. C s = r I o EOJAL EWAL EQUAL EOVAL EQUAL E AL 2'-1 In- 2'-9 V2' 4'-O 3/4' 4'-0 3/4' } Am L Stm ZGm Si'm Y.N Jim �m Stm - �m 4 u. Y'S ao A3 r 31n, 31 a I� TTT ASLIF 361111 ~1 As'PH V62465 j ON.6 3/4 1 I� 3-O 5/4%5-10 r 1 2-5 3/4 X 5-5 3/4 a ✓3 `/ `/ \ MASONRY FIREPLACE--� w �'f ASCpN V6?V65 " YV FLUSH HEARTH m 6%6 P.T.FST WRAPFED +� (STONE VENEER, YV Ix TRIN• _ ��LIISTOM 2-5 3/4 X 5-5 3/4 m Vi \ �> (FIN"DIM 1 l') _EYEBROW WINLVYI(ABOVE) Co.5-1%I-5 V2 ————— �` PERGOLA ABOVE _ w AscvN VG246s A3 LIVING RM.� I ` 2-s3/a s-s 3/4 x PATIb/PERGOLA tO ASLDH VG2465 a FIELpSiONEPVENEER RISERB 2-5 3/4%SS 3/4 b%b POST ON w� ON.b 3/4 (14'TREIr, �\ 36'HALFWALV B BOOKCASE AS IF 3662 UIla J n ------------ 4." - J62965 HALL 2-5 3/ < _ 1-5 3/a x 5-5 3/4 m O ASLTRDH 3"125(ABODE) ' .b 24X36 RIG q (ALIGN W RIDGE 3/4 ---------------- " �,' 1 - ALLE55 S z fT OF RIDGE—AT BEDROOM?——————— ASLOH V53165 _____________________EDGE OF FLAT LLb. RI BATH. -k '� uY BEDROOM 2 2-53/4%4-53/4 —fC OF RIWE /4 3 5-5 2-5 VG3 2-5 3/4 KITCHEN/DINNGa �Ib �%4" t BEDR OM I B v2• • _- ca —.-- ------ ------------------------------- EDGE OF FLAT CL6_ -m"�momr m.'mioy a�'ssa.�mm �K1ruEN DESIGN BATH. SEAT WREAB ^—m w BY OTHERS ; f' ASLLM 2341(L) ' I-I 1FOE 3/4 O E TRY �(A C (� � _ o� +. o ee mm �x me a� •L•0 r, WLESTONE PAVER y� is m m rc RISERS(9i TRREAE <^h' A Y�/LL R EOJAL EWAL EOJAL EOIAL 5'-6' O 0 Iry I GENERAL FLAN NOTE5 �•� u- /I ALL EXTANT,�IL5 TO 3E(UNLESS 5 o lb' L NOTED OT ERWISE1 OC . 6'T -WINpOWS/E%TERIOR FRENLM OCORS BY Q Ul U L� I PELLA';ARCHITECT SERIES(REFER TO ELEVATIONS FOR GRILLE PATTERN5) _ -FRONT ENTRY DOOR BY job no.VALLEY" f 0612 ,. W -REFER I ELEVATIONS FOR WINDOW date R.O.HEIGHTS ABOVE SUBFLOOR OGT.24,2006 ANO GRILLE PATTERN$ FLOOR PLAN 1]b"1 so.P-, scale AS NorEv SCALE: I/4" a I'-O" � drawn KMW rev. rev. E + 0 A-2 E ISSUED FOR CONSTRUCTION $bt: 2 of 0E 0 !4! � cu ro F N v G ZS i A3 A o X . _ F AB ar O A WILT-MT SABLE e E ' 3 d E L 2 V OVERHANG W/G15TOM 10 a0 DECORATIVE BRACKETS REFER TO 75TAIL A�4 Ati I%3AX8 RAKE FIELDSTONE CHIMNEYW/ STANOISe- n TA,-ROOFb B� _� BLNESTONE LAP C p5 pM DECORATIVE R.G.PERGOLA /A •IM ® ® DELORAVE B(tALKETS Vw, YLL.SHINGLES W/ -aolo R.L.BED WEAVEp CORNERS L_J_P _ ® 3 ® W/3X R L.GAP - O OUT;PI'R PPE�T- [..' ��J• ExIsnNG WLKHEAD 1��yJ y \j TO W REPLACED a 1� WEAVED LORIERS FIN. 5('1'%'I' 0`FIRST F R .— S.BF�OOR TELEVISION RECESSED O IN y+ 6 FIRST FLR. _ IN NITHY-VERIFY SIZEE WITH CLIENT r6455 RC.BASE V I A ABOVE IKB RC.WRAP V� •� PAVERS AT PORCH L _____________________ AT PDR H PAVERS AT PORCH FLR.YW -'_ (VENEER) RI L FIELDSTONE NBE A.CONCRETE � r________________ ________________ NE EER)RISERS i r i IVENEER)RISERS ' _________'_i_________ _____________________ ___. i :' � (14'TREADS) r r � � r � (I4'TREADS) r_____________ r i _____________________---------- ___________________'-'____ J N FIELDSTONE TREADS W/FIELDSTONE FRONT / SOUTH ELEVATION RIGHT / EAST ELEVATION (VETREADS) RISERS 5 L A L E: I/4' = I -O' TYPICAL ELEVATION NOTES W TREA n4' DS) SCALE: I/4 = I-O" '� ROCfIN6: - RG.ROOF SHINGLES SIDING: • WL.SHINGLES W/WEAVED CORNERS(4 1/2'EXP.•/-) LASMG: IXS RL.JAMBAEAD CA51NG W/5/4 RC.LAP.2X PVC SILL.('AZEK' ` BRAND OR 5IMILAR) DOORS: DOOR5 TO HAVE IX5 RL.JAMB/ - HEAD LASING W/5/4 R C.LAP MAIN RAKE5: 3'-4' 1YZAAD RL.RAKE ON IX SLOLKINS — — G (REFER TO DETAIL:b/A-10) MAIN CORNICE(ttP): m9 o IXB/IXB R.G.FASCIA W/ALIMN.DRIP - »m`oym o `m'"m m'oF w- ^ FIELDSTONE CHIMNEY W/ mt u`m_m c U c V a I;m FIELDSTONE GAP n EDGE re07V RC.LOVE MW�DING ON B INC, ERLE5;I%R.L.SOFFIT W/I' o AB _ ________________ 3 INC,SHERF.VENT(C.SOFFIT em'O3`v—o (REFER TO DETAIL:2 f 6/A-10) I =Ga 12 -- IOD FIELDSTONE GHIFPEY W/ WILT41/T SAME W/pECORATIVE • - � BLLESTOI-E GAP q 12 3 RL KE.BRACTS � ��qNG n-,WILT-OUT SABLE I%3/I%H R.C:FASCIA �B DE�LORATIVE R,G.BRAE O : 0 1V DECORATIVE FERbWA IRED CEDAR) ' \ CUSTOM GVRNcD 1Z ROIB BED PV 2X LAP I (RED CEDAR) - ..... .................................... \ FLARED SHINGLES N.C.SHINGLE'W/ r FM EM 4 X 4 POST WILT- ..APO'JE IXB/IXB RL.FASCIA HEAVED CCRNERS FIELDSTONERPORCH ENE }+•��/�.� /�' ® ® ® ® I FF ® ® ® ® ® WLESTONE TREAD � Wi 1 WRAFPEp - W/CUSTOM RL.BRACKETS W/RL 1X5(T'XT' FIN.DIMI O O _;. O LANDING Q�LL Q rB455 RL BASE EXI5TING BU KHEAD EXISTING BULk1!EAD' ` - 4 FM ABOVE IXB RC.WRAP - :1 :1 :1 i0 BE REPEALED TO BE REPLACED /1 •� . PITCH FLOOR APPROX, FRBOPERX'E 0 0 FIRS TT 9-k _• —,_ ` FLQ2E > w 0 FIRST FLR. _— O._2�..I L BLVESTONE TREADS 3 EXISTITO REMANG CELLAR FIELD5T NE SASH IN (VE ER) ./ J,J< 1^1( I . . � ,V V/ � i � _________________ ___________ _! gp1A.CONCRETE L TUBE job no. : oB12 REAR / NORTH ELEVATION LEFT / WEST ELEVATION date OCT.24.20ob SCALE: 1/4' I'-O' - Xale AS NOTED drawn KMW fey. r F rev. Q ' g A- 3 . 1 ISSUED FOR CONSTRUCTION Sbn 5 of ` o E E • v eo • 'coo7 iV F u tNN� RL.RIDGE VENT LAP m r l0 OVER(1)1 SW X II T/B' WBXIB STEEL BEAM N fl) 3/d'% LVL RI WE BOARD WBXIB STEEL BEAM N(1)1 3/4'X n'-' Y II T/8'RIDGE BOARD ON 2X NAILER (NOM-STR)LTIRALI V EQUAL EQUAL 11 1/8'RIDGE BOARD ON 2X NAILER BOLTED TO TOP FLANGE OF STEEL BOLTED TO TOP FLANGE OF STEEL BEAM(3)2X4 POST DOWN TO LVL CURVED ROOF N 2xb NEARER WBX18 STEEL BEAM o RAFTERS AT EYEBROW BEAM O 2X4 POST W.TO LVL N(31 2x6 POST BEYOND; WINLOW EADER / &11L0-OUT YV 2x5 AS12 —77—-7 :i7 _C NEEDED _ RL.ROOF 5HIN6LE5 12 _ 2)2XI2 MEADER N 10 5/B'COX PI,YW(ApD 5 LB ELT ONN S/B'LDX `\ (( 2XIA a Ib OL. (2) 3/4'X q 1/4'STFNCT. q - - RYWp,SNEATNINK RL.ROOF SHINGLES ,. ✓ RAFTERS BEY OND - 1%105 o Ib OWPO —2xb LEILIN6, LOIST5 a Ib OL. /�"�2XI0 RAFTERS ((2) 3/4'X 14'LVL OR b R-3p FG.INSULATION / N R-30 F6.INSN.ATIpN VIB%10 STEEL BEAM N O E / In' B0IARDANO In GYP.BOARD f3)2%b POST BEYOND L GYP.BOARD an u ON 1X3 STRAPPING �'S ON 1x3 STRAPPIN6 2XB CLG-015T5 O Ib'04.N (2)2x10 STRLLT.VALLEY 2%10 CEILIN¢ / PROVIDE ICE AND WATER R-30 F6.INSLL. UP 10 STEEL BEPM JOISTS a Ib OC. 11 iOP OF OOL. ED16E5 AT ALL R-30 F., .INSULATION 011 3/ ® fLA�T a LIVING RM. 2 t0 IE AC WBX21 STEEL BEAM T 2x 4 PI // NAILER BOLTED 10 TOP mT ALUM.DRIP EDGE AND BOTTOM FLANGE OF ^�� C STEEL BEAM Nt3)2xb POST BEYOND rr/A� •� RL.IX3/1XB FASCIA I In D%PLYWOOD V J a L 2x45 a Ib'OL. V N Y I I R-13 F.6.INSLL. WL.SHINGLES of p 36'CALL WALL I/2'CDxLYWLYAIELDSTONE VENEER STON � � IX RG.SOFFIT I CONi.2X45 a Ib'O� d'Te ISERS 1 BLUESTpNE W FERF.VENT I'WIDE c. R-3 F O INSA. YTREADS fl4'TREADS) BY'CDR-A-VENT' 3N 2XI0 FLOOR 02ANGNOR BOLi5®/b'MIN.1 12'FROM CORNERS ION O TYPICAL:MIN.(2)BOLTSR-1X,&LOST. MPER SILL fd r� F� R-19 F.6.IISW.. , 2xb PT SILL N I/2' 802E RL.COVE ON (APPLY CONT. ALL N SHIM t`• ANLNOF BOLTS a b' O FIRST FLOOR IX FRIEZE BOARD A5 NEEDED TT ALIGN MIN l 12,FROM LOFNER5 ON IX BLOCKING FLOOR HEIGHTS N Ex15TJ RSILL TYPICAL;MIN.(2)BOLTS CRAW-SPACE SLA55 TO BE 2• U �' PER SILL CONCRETE(WOO MI)ON CRAWL SPACE SLABS TO EE 2' (APPLY LONi 3/d'�/-SHIM pp V AS NEEDED TO ALIGN NEW b MIL.VAPOR BARRIER OVER CRAWL B'CONCRETE K WC,SHINGLES ON 2)1 3/4'X 11/4' CONCRETE Y3ODJ P511 ON O FLOOR HEIGHTS N ex,V`5 b'NELL-GRADED GRAVEL FR05T WALL I/2'LD%PLYWOOD CRAWL b MIL.VAPOR BARRIER OVER - LOMPALTED TO 95%MAX. ON 70'%11' 2x45 a 16'OL. 3/C L�O1LLY LpLU b'WELL-GRADED GRAVEL DRY DENSITY � ��FOpT1N6 v R-13 F b.INSULATION ON CONC.FOOTING COMPACTED TO qS%MAX.v I N KEY '•ADJ)ST LENGTH AS 1/2'GYP,BOARD MY DENSITY V •— EXISTING CMU FOUND.WALL NEEDED i0 ALIGN ,^ TO REMAIN Ix3/I%B RL FASCIA AT 1X3 RL.HEAD LASING V J L 4•-O. INTERSECTION OF �_____: �___-_: TO REMAINED.WALL V 9:12 PND IO:12 PITCHES SAVE DETAIL (TYP.) 5 E G T 1 O N A I SCALE:I I/2".P-0- 5 E G T I O N S C A L E: I/4" 1'-O' SCALE: I/A- = 1'-O' '1 R.G.RIDGE VENT GAP OVER(U 2X12 RIDGE (NON-STRIICNRAL) 10.-0. i- — RL.ROOF SHINGLES —'- _ _ 5/8'LD%P4YWCOD _oaU _ m o uy e;m 2X105 a Ib OL. _R.C.ROOF SHINGLES ON — — t c o RC.ROOF SHINGLES N CONTINIXNS RIDGE VENT ON 'O3 0 — 15 LB.FELT ON 5/8'COX — --n<<a e µ LL5TOM CURVED EYEBROW PLYYm.SHEATHING 15 LB.FELT ON 5/8'COx 13 r ab m o of _ " PLYWD.5NATMING 41/2 _� IxBAx8 RL 2xb RAFTER5 a Ib'OL. ON IX BLOCKING 2 /^ 1 e8025 RL.COVE pN I/2,GYP.BOARD IX R C.SUO-RAKE q D \ �•,, r ' 1I1 2Xb CEILING JOISTS - — 2 ON 1X3 STRAPPING _ ON IX BALKING V V I e Ib'OL.N R-30 2XI0 CLG.JOISTS FG.ITRA TINS a 50OL.IN - i 1X3 STRAPPING R-30 FG.INyA.ATI I/1'GYP.BOARD INC.SNIlYf�ES BEDROOM O PROVIDE ICE AND WATERS p r r r- I/2'LDX FL SHIELD AT ALL RWF EDGE5_ \ Y y 2x4$C 16'OL. Y AND VALLEYS y I •0 Ca R-13 FG.INB)L. 3/4' 10 FLY O (YI/1 .fir ALUM.GRIP EDGE ON 2XIO FLOOR JOI5TSe 16'0L. n SUB FLR, N 2xIO CONi RIM �✓I� Q e FIRST FLOR R-19 FG.INSILATIO 11 F R. ALUM,DP EDGE QI..� N e FIR RI T R C Ix3/Ixe CUSTOM S CRAW-SPACE SLABS TO BE 2 CONCRETE(BODO P51)ON LURVEO FASCIA BOARD f 2%B P.T SILL N CRAWL b MIL.VAPOR BARRIER OVER V) W ON I%BLOCKING 9 r FIELOSTo VENEQR ANLNOF BOLTS�QQb 6"WELL-GRATED GRAVEL '� RI�#RSI BLI,ES1gNE -,---_ I%RL.50FFITNLONT MIN.'FROM CORryERS COMPACTED TO qS%MAX TREADS(I4'TREA )Q MRF VENT I-WIPE 0. TTPICAL:MIN(2)BOLTS DRY DENSITY ,g 1-T c •C PER SILL __ ___ _ - �4" Lg/40yYT°1°•,,,L. (BY'CDR-A-VENT') (APPLY LONTpSq/g4LL'��5i/��-NNSEE�IM ND I -O"�i -' 00 DEIDTGHTSWER15Ti-.,.: - ---------=--------------- 2 3 'LOLLY COLUMN WL.SHINGLES N ON GONG.FOOTING I I Q V T V V L.I� 8'CONCRETE FROST WALL (4EIAVED CORNERS ' V1 ON 20'X11' .. CONCRETE TING 5 E G T 1 O N EAVE DETAIL AT EYEBROW WINDOW 2 N KEY B job no. : oB12 - SCALE: SCALE I/4' 1 -O' - O TYPI GAL RAKE DETAIL AT EAVES date OCT.24,2006 - 3 SCALE:I I/2'-1'-0' SCate AS NOTED drawn rev. F rev. 4 IT A-4 ry a ° ISSUED FOR CONSTRUCTION snt 4 Of au V A t N C O _ M •r A o E a0 u ..mot C H v 0 0 [--F — o� � U A3 5TRUGTURAL DE516N CRITERIA T`y (2)1 3/4%, L 2) 4'X I/4'LVL - FIRST FLOOR 40 PSF LL a 15 PSF DL 5EGOND FLOOR 30 PSF Ila 10 P5F o o o I I o 3 0 - ATTIC/STO. 20 PSF S O P5F V V ROOF 30 PSF 15 P5F EXT. WALL5 15 PSF DL (3/ 3/4'%,I •L DI 41X /4•LVL `lid - INT. WALL5 50 PSF DL - 3 2X3 r3,2 - DE6KS/PORGHE5 60 PSF E- (?l (3, 3 •K,/4'LV (2))11 3/4'X T I/4'LA 0 PSF 7-F." m NOTES -•tas._m - FIRST FLOOR JOISTS TO BE 2XIO'5 @ 16" O.G. s U> W/2XIO RIM JOIST,UNLESS +' U fa ///V)) E0ISiING(3,2XB 6IRT. NOTED TO BE REMOVED AND BEAM V MEW vERIFr ExIST.FoanNs x - POINT LOAD (FROM ABOVE; p� = a- LOO - EXI5TIN 2XIO FR SIZES IN FIELD BEFORE JOISTS TO REMAIN coNsrrzucnoN PROVIDE BLOGKING +•�•�•- AS NEEDED) 0 NAILED ALONGSIDE C EXIST,FLOOR JOISTS a - F05T DOWN(FROM ABOVE; ti PROVIDE BLOGKING KJ AS NEEDED) N 0 o u- FIRST FLOOR FRAMING PLAN o•N=+' SCALE. 1/4•• ,/1 aU NU iL job no. Oe12 date OCT.24,20oe Scale AS NOTED drawn KMW rev. rev. a A- 5 n 0 ISSUED FOR CONSTRUCTION 5nt: 5 of -7 g E o N N 0 O u V � A o E � r o 0 c 9%4 T P L. 4%4 PL. �/� •� �. fd 2x6 LLb.—sTs16 , �) o A n 2%B LLb.xI5T5 a � s 2%8 LLb.JOISTS B 16.O.c. A3 fj)2xb (312%b Ila ° T - I-- •% v4• r ", " 4•X 1" �`" ❑ STRUCTURAL DESIGN CRITERIA X4 5T - P 0 2xe cL5.Jo1sTs (2aX5 R.0 - FIRST FLOOR 40 PSF LL ' 15 PSF DL q -POST L. - - 2 2 5EGOND FLOOR' � � '�� - - 30 PSF 10 PSF I 5T5016 OL05 - ATTIG/5TO. 20 PSF 4Xa T P1. \ O P `'❑ o 10 PSF - - N o a s R R - ROOF 30 PSF a - 15 P5F -_ omega _Wex10STEE eEA ceLlNb) �. ne x°° ne - EXT. WALLS �5 PSF DL . �o« rEa _____ORT2)l3/b•'RTP-LVL--TFLT.SRATLEILIN�i______________ )2% L^+3o�nu- 3)2Xa OST ON. 2XI0 LLb..Y)I O5T e b•oL. - INT. WALLS 50 P5F OL m ``"gores:°°qs u� DEGKS/PORGHE5 60 P5F10 P5F _ 2%10 LLb.JOISTS 0 Ib O.L.- . O c: O NOTES V) - P.1-ANDIGATE5 PARALLAM _ C P05T INTEGRAL W/STUD ro�(n'0 WALL FRAMING - INTERIOR LOAD BEARING WALL E G E I L I N G FRAMING PLAN x - P05T DOWN(FROM ABOVE) c V)=//��}�i U SCALE. 1/4" a -O - (D ¢U Nu job no. ce, . date 11T.O<,2Oob scale AS NOTED dram rev. rev. s a A-6 o • ° ISSUED FOR CONSTRUCTION sbt: 6 of 0 �a ........................... c+ucKGT RJR^K C ` • a p M O i0 e 'O WBXIB STEEL BEAM M(1)1 3/4'% , •. _ II T/B'RIpGE EDARD ON 2X NAIL�PO5T - • ' � C BOLTED TO TOP FLANGE OF STEE 9)2Xq =BE 2X4 P05T DOM TO TOL. 4X4 PL.POST 2XI0 RAFTERS 1XI0 RAFTERS :............................... � l � m Ib OL. 016'OL. l (2)13/4 X 9 I/4.LVL RAFTER 2 x10 RAF R5 FRAME FpR CRICKET ` AS NEEDED n - ex5oa�� - ROOF PLAN •— iSCALE: llb� 1-0- (2)2%10 RAFTERS ri 3 2%b 1313x6 3 2X '� WBX215i LBEAM P)2T)4./4 Xl I/4 LVl DR 2)�q T 4' TV4 LVL (3 X a STRUCTURAL DESIGN CRITERIA ', 2XI0 RAFTERS 2XIO RAFTERS ? 0) C 0 Ib'OL. 0 Ib'O.C. uu - FIRST FLOOR '40 PSF LL r � � PDX STEEL BEAM W/ANGLE ar o o �o 2 I 15 PSF DL X &LOCKING ON 2X NAILER ',P� D-1. _ O,y O_ _O 0 BOLTED TO TOP FLANKS OF STEEL 4%4 L. BEAM(CVT TOP OF B1.(A;KING AT OST p ANG E TO ALIGN w RooF PLANE: LL . ti - SECOND FLOOR 50 PSF PROVIDE BLOCKING ONLY Ai V e rasED RCDF GAB E-aEFeR - 10 PSF TO SECTION 3/A-a) p i WBxlB51EEL B BELOW RIp6E %4) ;4 (I 2x12 RID BEA MD z v - ATTIG/5TO. 20 PSF (3Pi�+. o OST�.°e -- --- - 10 PSF - • ICI LO HDR. 11A c�C 0 1 3/4 X II 'L RI E N 5 i) - ROOF 30 PSF x1 o 15 PSF ,(IB%10 STEEL BEAM IJSH AT al ) ,� ,0 - EXT. WALLS 15 PSF DL - 2X4� ;OR l211 3/I 4'%14'LVL (RUSX Ai CE ) 3)2 q - _ po LLp INT. WALLS-- -- ------ � - 50 PSF DL -- - - DEGKS/PORCHES 60 PSF ' --- -_ -- -- 10 PSF e;bm_ <€ -_ 2x10 RAFTERS 2x10 RAFTERS (' �� NOTES U VI O 0 - ALL POSTS @ ENDS OF BEAM5 TO BE to (2) 2X45,UNLESS NOTED r- ++� P.L. INDICATES PARALLAM �V) 0 P05T INTEGRAL N/STUD N Q)CL= co WALL FRAMING Q� T> V) � ROOF FRAMI NO PLAN - ALL WINDOW HEADERS TO BE (2) 2X6'5 L SCALE: 1/4' = 1 -O" W/ I/2" PLYWOOD,UNLESS NOTED W �= N E 0 - ALL RIDGES OVER 20'-0" LONG (D C LL- TO BE (1) 15/4" X 11 l/S" L (\ o ¢V NU - PROVIDE 2X10 LEDGER BOARD OVERLAY FRAMING FOR RAFTER BEARING/SUPPORT job no. 0612 date OCT.24,2006 - INTERIOR LOAD BEARING WALL scale AS NOTED dravai KMW rev. rev. a • g A-7 ISSUED FOR CONSTRUCTION snt: -y of i s - opu jj tj • ��i.��2V1/1 tJ �� L G�� f3 nwa� i` [?AECNJ I. Ljj 2007'JAN 17 PM 3: 4 I' . �3 ( j� 4 I v E ,. U I �f�..S{M N .EwSTIRG 1O•_°, - — EASTIIS g :C • . " MUL/I]•FROM LOWLERS � � - _ TYPICAL H.roOLT BS , tPEER SILL _ w. .ap•�o_ v ALIGN YOUS k" , m ' _ .. - a �.I' •c7 .. • _ fib.4w-iC`ti SIT v - '' 70 -_'--_. •fie., Y�<K.la W 531- AL—let, • ` - n `)ty'� a _p_X15T1XG CELLAR SA_,4 I > - GMt L, . I .•D>a^` TO REMAIN •I I .A�� BASOW FOR K + '�' • - - .0 lI •. �. � 4 I MASONRY CXIW,¢T S W LAL.LY CO-ON a 24X24X2 FOOTMG C. ' NAT,LLy5 RS S/4'XIV4' VLy..'mod) U4'LVL - - a I WX I]' MGORXISME HN TS 1 Q 4 B IL .. ', . s, _ � e ,r ..'•' �ja__4.► CGLIAL-sa II�O I'4 B' i]'-0'' �I' =.fm ;� A3 .. (AF'LY o� ��• 'I a v. eo�x —M. i�±L� - ---- r. . - --- --- - GUT PEIUNS L' • RED !, TO Y&OF ST I . IN FA asmoveft W 60KCRETE FWSTNALL.. ... , —AS REOWREo ><I r tr y: BEAM POCK I E07AL EOUAr Zd1dt24w FOOT • - s ET . '• (7)19f4'x�114' VLi (]I 19/4•X T VW LVL - - -• _ ' ff'E .. -' � c CI - (212X8 _143%B�� _ . k f'.•�"'a� 66,.r.,aJi • .� .. v. off' t _ - ROW y _-41 wa r , �'RrnuMFD . - 9 V2'LALLT COI.ON ] F ,VERFY ALI..EXIST X g$ ]4X34XI]FOOTING 'FOOrA&SEES FRIOR ♦ 1 �'.13-$$x t •t - I: I TO COLSIF;KTION 8 i0 m F o g'6'.0`�4 EXISTING CaLAR$ASN - � p EXISTINB F:7NU1 � � 4� (1 WAILS " a u c 10 RFMNX d y1 - 51� -gal u a __ ___ _ _ _ __ _ �RETE OIHT L2gGo • _. -- .00 "� AL1611 WARS AS SNDMI M6LN� • • _ � • (�� "••'�"MIKI R5 •L.. O W . - TY%C4L WX(2)DOLTS4�j n (�`� C ' PER SILL / � • Qua /? o ♦t, I VA /LqL�Tp rn�'RODR1661117 ', � ^ O _ r.; • :EXISTING q:O• ` __..—. `C V,I P FOMDATION GEIERAL LL2Tf - � i 0— T — WALL/DEMO T F1K65 TO 6E B'THICK VV gee GMO OF�L Two ewe B F oQAT� K'L5 AND Ira*ro Q�I/I I Y LL- - _ IONS;4rO WX FROBE Io - V9UfY EAST FOOTINS GRADE TO BOTTOM CP F00T1N61 EXISTING KV-LS TO ` ,•91¢S MF�,p BFPORE 1 - -ALL WK ELTIONS OF EA5TIN5 FOUNDATION - R KA X <: - • CA`STRVCTWII _ BY GRILLING-4 KEBM 4'NTO EXIST.CONC L-•'� I ' KALL5 TO NEA FROSTMLL5 TO BE SECLREo .. • VERIFY EA5T PRAWNS LOXDITION9 ,- WALL I FOOTING 6 O'OC VERTICAL•AND 1. TENT KALLS I job no. : 0612 PRIDlt TO ESTAE4JSNING TOP OF - SEWRE.YI/EPDXY 6ROVf,REBAR TO PNO.ELT '. . y ' , NEW FROST WALL(AO.BST FROST 1 12'WN INTO HEIS COIL 1tNL AW roonNS I date OC.T.24,2006 r �WNl A51@EDFD) - - - -SILLS TO BE 7X6 NV SXM AS NEEDED TO ALIGN. -PooTWBS®GOLid•6.'S TO BE IY MCK. I t W EASTINS FIOORI 1/2'ANOIOR 80LT5 ANY FOOTINGS 47X47 AND L AWA SWIe - A5 NO1FS i.. • - I e 6'-O.O4 MM AND 41 17'FROM CORNERS TO HAVE e5 RBAR s 12'10 EALN WAY _ .. - TNERE SHALL BE A WK OF 2 w TS PER SILL (FOORNS SIM NOtW ON RAti1 (bARABES t roRG1E9 Pv FROSTYLALLB TO I drawn KMA + 5111GLE SW - • UtANI SPACE SLABS TO 2'CON;.liETE FEY. -. I DUST COVER WW PSV AREAS BELOW POROCS TO HAVE 6' I fEY. . F45.L•6RAOED GRAVEL. F O U N D AT I ON PLAN A� 1 . scALe 1/s• 1'-0• t � ISSUED FOR CONSTRUCTION 5nt: I 0f 'i 1 / T oc BAXTER NYE RECONSTRUCT EXISTING BOATHOUSE i e _ i RAISE EXISTING ROOF BY 3', INSTALL ' WINDOWS AND VENTS. r ' s ea s a: . &"TER NY VOARN5. ENGINEERING & SURVEYING -' - ---�� `� • 'e3. Pa _> Registered Professional Engineers f . and Land Surveyors 5 `- �, }p �. 78 North Street - 3rd Floor LOCUS Afiap Scale: 1"=2000' Hyannis, Massachusetts 02601 EXISTING ACCESS � Phone - (508) 771-7502 � GENERAL NOTES Fax - (508) 771-7622 x 36 www.boxter-nye.com LOT 212 ,,LOT 213 °P 1. THE INTENT OF iM PLAN IS 1O DEUI. PROPOSED WORK AT 276 HOLLY POINT ROAD `APPROXIMATE UPLAND-AREA" LOCUS LOCUS AREA LS CO1iPRISED OF 6 RELOCATE FLOATING DOCK � 34,961t S.F. � ` TO ALIGN WITH EXISTING 37. �.80* ACRES sr . 2. PER CURL M ASSESSORS RECORDS: c ,oy \ q PATHWAIAY. . _, `�, OWNER: WIH F. & ANNE M. LEBLANC �gSTING t � _- 34 _______.___ -- E LJ1WN AREA. ti / -,.:... •. - 3 5 __.�_.._._-. ,; `\ /� -_.- G$ -. ,, F t;ERtiFtCATE 01• TIRE 212754 4 5-9_• , Pnno , 3 7 ___.__.,._.__.__- Zcr RECORD RN. LNG COURT PLAN 20239 D LOTS 212 & 213 ASSESSOR'S IMP �. .�;_-_ pq "' __---- 6. OS PARCEL 029-003�2 'w oMIS FRAM DW �� _ _ �` •�- N 8 V54'39• 5.769\ r `\ \y LOCUS.SMIECT TO EASEMIX IN DOCUMENT J54794-1 F • -' 76 /• �-- W 275.76 ,o _ "FF' y ` •." x 3 Ta.5 1 TIE LANE - `HC `_� 3. PROACf BE IV IMARK: AS SHOWN ON THIS PLAN OF o� STEP HEN 1}iRES'ttOlD�� _ 21.4' --�`` y� cti ALwE p=3 •3•• :-\� '�\•. ---- �\ ^W Z IVFORIWWTION: dt S MNE G� WLSON \ �` 1 -x 4 D N -a No.30216 1.ta (; �. ` • ZONMiG DISTRICT : RD-1 MALLO v, ca _ C 3 o� 1 -� --- -- _- g No.48667 �o �� ❑❑❑❑ �• - ----- 3 "O CURRENi MMNMLIAI IONIMIG RI:QlIREITETViS: ., �s7� , •- 9----• . SF (RPOD) A9 Q. P q� --EXiS' N --_�. _ ____________ _---- �' �8 1 a:`f1D AGE -20' EN ` Mgt. LOT AREA = FS NFL •M - GRAVEL DRIVE - p 25, SUPN J_X�2•�} a� _ D _- -_ C�ANK.. \ '• G_ �.� \` , N ANV. L.O�T MOTH = i ., ,EP R ,.. ` \ , w N FRONT YARD = 30' SIDE & REAR YARD = 10' / 10' ARKG 42 fi.7�WFlt�l AREA - \ 4C . _T___��_____ Y �` o W ,,� ��(�t 2o(il OWE WA. �, OVERLAY DI51RIC1S. GP, RPOO, SWEP S� .: `% -� �• -- �_ •.� sr1� CONSULTANT `� EL+p3"1 NA �- -- 5. �- 4 -- 'Ar A MLIE SEi{RCH HAS NOT BFJ:Ni PERFORMED MR THIS SITE: THERE MAY c� _ 8E RIGHTS BY' OTHERRS, , TAKINGS, MORtGAGE'� tRIGHt �- 1 __ OF WAYS , �---- , 1�' �.� E1C. NOT DEPICTED IF DETERMINED TO BE I�CESSAR'Y, A i1iLE SEARCH S44LL: BE Pam'BY OTHERS AND SUPPLIED TD BAXtER NYE 3�r ENGI ES" h SURVEYMID LOT 212 w L.L . PLAN 20239 0 w 1 6. THE PROPER I' LINE WORYAWNt SHOWN IS BASED ON CURRENT AVAIABLE '�• �.____ �f �\\� � _ � , ` �, 1 � 11,268t S.F. 1� � RECORD IVFORMA110N CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SI MLN HEREON WERE OBiAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY 94M NYE ENGINEERING do SURVEYING ON MAY 10, 2017. 44 N/F LAWRENCE B. do JULIA ROCHE, CONSULTANT 7 COMMUNITY PANEL NUMBER: 250001 ON2 J EFFECiIVE DATE 07/16/14 •4�.0 r ,� � '�) .I � i 1 ROCHE TRUSTEES REALTY TRUST L.O. P ' 2 2`39,j 61. 1 _ CERTIFICATE #147794 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (SHADED) 8 ZONE X (UN-SHADED) • -'' 2,3;692*' S.E. `jJAL+ND i' PARCEL 232-030 8. PER MASS GLS OUTER AS OF 05/10/2017: 42.2� i N g SITE IS NOT WININ AN A.C.EG (AREA OF CRITICAL ENMMONIENTAL CONCERWV 1 ! ,X42.7 t r 4 1- X42.4 ' S17E APPEARS TO BE M111M AN AREA OF ESiMIATED HABITAT OF RARE WLDLFE AS MAPPED ON r ! ! y r I- w 0 MASS GIS OUVER PER NHESP 'E511MATED HABITATS OF RARE MIDLJFE" FOR USE MI1H THE MA ! PREPARED FOR : 1 r / r 4 D-BOX EXISTING it to WRANIDS PROTECTION ACT REGUUiM (310 CMR 10).'N/F DONALD J. & DIANE M. SWIMM, �� PAVED �i • SiTE DOES NOT APPEAR 10 CONTAIN A CERiFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER William LeBlanc TRUSTEES , ' ' TENNIS COURT ` + PER NHESP ICERMIED VERNAL PM' 43 Fairchild Drive RU ST REALTY TRUST , CERTIFICATE #197571 y ' 4 1 ,' SITE APPEARS 10 BE WUHN A PRIORITY HABITAT AS MAPPED ON MASS CIS OLIVER R PER NFESP Reading, MA. O 1$67 PARCEL 232-029-002 a �cD t'I S,A.S `It `PRIORITY HABITATS OF RARE SPECES' FOR SPECIES UNDER THE MASSACHt5E11S ENDANGERED SPECIES ACT, REGULATIONS (321 CUR 10). �(�' �►• �r 1 ' `- SIZE-APPEARS TO BE MITRW A STATE APPROVED ZONE I GROINVDWATER RECHARGE PROTECTION N4) AREA. 4 2.5 ` BEi'ICHMARK SITE APPEARS TO BE WTHIN A ZONE OF CONiRIBUT0 TO A SALTWATER ESTUARY BARNSTABLE CATCH BASIN ! ,. B.O.H. REG. 360-45). RIM EL.=41.58 (NAV�88) IPROJECT TITLE /`• r _.-•-• 9. un►LnY INF0woN Sm" Ham- 276 HOLLY POINT ROAD TEE" CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND Ui1UTY COMPANIES TO Centerville, MA ' ! 42 rEl E LOCATE 1HE EMA7 ON OF ALL INISM UTILITIES AT LEAST 72 WIURS PRIOR TO THE START OF 42. CONSTRUCTION EMM UNDEMOUND IrFRAS1RUCTURE; UTILI= CONDU 17S AND LINES ARE ` ` 9y� S 88 42 00 E SHOWN IN AN APPROXMIAiE WAY ONLY, MAY NOT BE I N= TO iHOSE SHOW H EIM AND HAVE \ tl /M -- -- 100.00� -' BEEN RESEARCHED BASED ON THE AVAILABLE UTIJTY RECORDS NOTED HEREON. THE CONTRACTOR � Q0 0 AGREES TO BE FULLY RESFONStBt.E FOR ANY AND ALL DAMAGES MHLCH MIGHT BE OCCASIONED BY A9 i°��2.8� � PARENT � THE CONiRACTnR'S FAN.URE TO LOCATE SAID wRASTRUCTURE AND U1IIlE5 EIGICTLY. F FE1D CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTFY THE SONEER iM►EDIATELY FOR POSSIBLE REDESIGN. S• SOURCE INFORMATION FROM PLATS HAS BEEN OOA00 MITH OBSERVED EVDENCE OF UTIJTES TO DEVELOP A VIEW OF THOSE LWDERGROUND UiIITBES, HOMEVER, LACKING EXCAVATION, THE EXACT HOLLY POINT ROAD LWA70 OF UNDEMROLNVD FEATURES CANNOT BE =URA1ELY, COMPLETELY AND RELIABLY D.E.P. File 3• 9 DEPICTED. *ERE ADDITiONAI OR MORE DETAILED IVFORMAi0 iS REQUIRED, THE CLENr IS ADVISED S: '�"$• � 42.8 THAT EXCAVAIipV MAY BE NECESSARY OF CONDITIONS EXPIRES: ORDER E _. • FOO.SiM SEP1IC,SYSiEM SI MM FROM FIELD LOCATED COVERS AND MEILANDS PERMIT PLAN CONSOVATIO - ------ ._ PREPARED BY BAXiER NYE DAZED 8/18/2006. COTES: ♦ / ' 1. EXISTING FLOATING DOCK, SE3-2367, CITE OF COAIPUANCE ISSUED 1212911992. �b 43.3 / • APPRO)aIIAT TOMN WATER SERVICE SHOWN ON THIS PLAN FROM WATER DEPARTMENT SKETCH I I C-12273-F DATED 7/2/2008. 2. RECONSTRUCTION OF ODATWM PREVIOUSLY APPROVED UNDER SE 3-4459. PERMtf r, CA T GAS SERVICE SHOWN ON PLAN PER FIELD LOCATED METER AND NATIONAL GRID r+ EXPIRED 06/07/2012. CER11MAX OF C010010CE ISSUED 04/18/2017. 3. THE L OF LAKE WEQUAQUET / BEARSE POND IS REGULATED UNDER WATERWAYS 1 ELECTRIC METER SHOWN ON THIS PLAN WAS FED LOCATED. EWNSOURCE MAPPING INDICATES ® SAW 8 10 17 ADD RAMP TO DOCK, ADD NOTE 5 Ln EVEL N"' UNOER(;ttOUND SERVICE FROM UTIJTY POLE 550/13. m SAW 7 14 17 REVISED DEP FILE NUMBER (DOCK) LICENSE4294, ISSUED MARCH 28, 1960. THE REQUIRED NUTTER ELEVATION IS 33.5 NGVD WHICH IS EQUAL TO MATiON 32.6 NAVD88. O BY I DATE I DESCRIPTION 10 WETLANDS SHOWN HHUMON AS PER WETLANDS DELNV A7 ON BY WM ASSOCIAIE5 AS SHOWN ON SHEET TITLE 0 4. NO WORK iS TO BE PERFORATED UNTIL. ORDER OF CONDITIONS IS ISSUED, RECORDED, AND RECORDMIG SLIP RETURNED TO THE CATION COAIAON. v* WEtiaNDS POW PLAN PREPARED BY BAXTER NYE atIVG AND SURVEYING, DATED 08/18/06. `. � .IIISS . Wetlands Permit Plan 5. N.H.E.S.P. TRACING K NUAi�: 17-36996 �p•c j; - F \ Rebuild Boathouse a a jr d'd+ . \ SHEET NO jr Co % / \ P120 -C)- D A T E : JUNE 08, 2017 Jdb \ 20 0 20 40 o \ SCALE IN FEET ^+ ` SCALE : 1"=20' DRAWN BY: DF CHECKED BY: UWE 0 JOB N O: 2017-034 FILE: 2017-034 WPP. N 0 I 4 yi . f c• GENERAL NOTES : ` C " • , 33.7 1.) LOCUS PROPERTY IS COMPRISED OF: sm ASSESSORS MAP 232 PARCEL 029-003 L.C. PLAN 20239 D LOT 213 ASSESSOR'S MAP 232 PARCEL 029 004 LC. PLAN 20239 D LOT 212 'S5 �'� `� ' RFCONSVMT BOAIWOSE FOUNDATM CERTIFICATE OF TITLE: 159,580 t x � ; ' PiROP06ED 8' �6 0 \ �, ROOF APMOWELY 3' OWNER: MICHELLE M. CRUISE PLANTNC BUFFER �� 33.7 ADD MM4DOWS AND VENTS r 4 � h r � �� 57 ANGELA WAY ( '6 WEST BARNSTABLE, MA 02668 *°Lys, " " ' ills{. A�`'C 35SO �4.3 + �, 2.) THE PROPERTY LINE INFORMATION, EXISTING UTILITY LOCATIONS, �, P 33,8 � EXISTING CONDITIONS & TOPOGRAPHY PROVIDED BY: 0 ;• ` ' - ;« ' �x� F j {j r :, ' b � '`�� TERRY IFARNEA PIS LOCUS MAP 3.) PROJECT DATUM: ASSUMED X 371-, \��35 5 34.3 �\ PROJECT BENCHMARK: SEE PLAN 1' = 2000' Y ��'� 36.2 1• PROPOSED- A^ 36.2X - UWT OF VORK 4.) EXISTING SEPTIC SYSTEM LOCATION IS APPROXIMATE. PROPOSED PER PERMIT #95-605. PATIO 37 z� :q,; , �,,� N 5.) ZONING INFORMA71ON �j 37 37,2 ra TONING DISTRICTS. RD-1 37,4 PROPOSED I • v OVERLAY DISTRICTS: GP GROUNDWATER PROTECTION AW7MI I `�; RPOD RESOURCE PROTECTION OVERLAY DISTRICT 36.7 (NGW) 38 _ 37.9 PROPOSED e' MINIMUM CURRENT ZONING REQUIREMENTS 380 "`�-+ _-- ------- •� _� ,� �� MINIMUM LOT AREA: 2 ACRES (RPOD) -- •� -------------- ` 37,4 y � �itz '•.r .� � x 37.9 \\.,w .�\.�, PUWTINC BUFFER MINIMUM FRONTAGE 150' 30? Tpy@ EXIST' DTCaR�•• '?, QRAVEL� I ;.\i \ �_-�` �iJ� 33.7,H MINIMUM WIDTH: N/A 3e - 39 ------ w W5 NbOD FRAME / X. � 384 ` \ `1 /1276 04• i `�s' 3s N MAXIMUM BUILDING HEIGHT. 30' SLE7-- 4p --- , � NGVD) 38.8 \ _ `-�+ 6 MAXIMUM LOT COVERAGE: N/A EL -3742' (NGW) 37. •8.6 8.6 •'t•, ��- 41 WALL GAP IMPERVIOUS COVERAGE: MAX. OF 2500 SF OR 15R OF LOT AREA _ b R.R. 11E 39 D �- �___ - --`\ '37 3$ -- .__� OR 50X OF LOT AREA IF ALL RUNOFF IS RECHARGED ON S17E CLEAW OUF- 4�4 • 39.7 ` ' ••� , x- _ 38.9 ,�• MINIMUM AREA TO BE LEFT IN NATURAL STATE 30X, 3 - 424LIMfi OF WORD 4 I40. _ _ 4L 0.9 p P x•A4 _ _ 39 , y�43 i�, - -- o �`, �- ___ - 40 _ FRONT YARD SETBACK = 30 SIDE & REAR YARD SETBACK = 15 . E 6.) COMMUNITY PANEL NUMBER 250001 0005 C �x 41.a'�� 418 `I N� � -�__--- 4 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES 5U.2 42.7�•� 42.6 B & C. `x 46 �� `\ 41,5 J� 7. LOCATION OF UNDERGROUND UTILITIES AREAPPROXIMATE sa :••�''�'�_ -f' v ) AND MUST ` - /�(\\��, \ BE VERIFIED IN FIELD BY THE CONTRACTOR AND APPROPRIATE UTILITY 8 .x 46.8n _ �-� `�" I �•�• COMPANIES PRIOR TO ANY CONSTRUCTION. 50,9 1� '� ��-'-''- ��RE7/04Q�l�PT GARAGE PW 50 ,x>�\� N^\/-4a7 ,PLAN 202M \1 . 1 ; z 276 & 294 Holly Point Road 7) AP+ W)41WA; �I 25.a' L.G, PLANC (SiH 3) nt rvill 07 �� , 1 42.4I �r Centerville,e, Massachusetts a54t CRE �k NA ulueENcaE Q vtlUA ROC HE 51,2 RacaHE REALTY TRUST PREFAB© FOR l PA VW • � '� 49',S , ! ,' r� 42,61 • / g�4850,9 M ielle & James Cruise .2 / � (� I$ �/� 11i N N °0 413.1 42.8 } } _ h THU 50.8 p 8.3 / 4 5 , r Est .. .� F � »45t O y Bar4 ? �, 3= - Wetlands Permit Plan / / � I c / a°' 45.6 4 SUMMARY OF PROPOSED W0 , Proposed Addition Repair Boathouse 45.8 �.�' Remove Tennis Court and 1) COTTAGE `� �� 44 0�•�� ;� Construct Garage A) 23 x 15 e g ADDITION B) RECONSTRUCT ROOF WITH HIGHER RIDGE uL �44,1 /�' C) 10' x 20' PATIO WITH TRELLIS LG PLAN zJY D b; BAXTER NYE ENGINEERING & SURVEYING N/F 4 MES R. OW E M / � � LC PLAN 20230 D 2) EXISTING SHED Hal POINT NOWNEE 7 NWT ,1.2m* Sa FT. Registered Professional Engineers and Land Surveyors A) TO BE REMOVED 43.1," _ v-261 AOMS �'��H of l sf B) FOOTPRINT TO BE REPLANTED 42.6 10.51 78 North Street-3rd Floor Hyannis,Massachusetts 02601 43.2 Phone-(508)771-7502 Fax -(508) 771-7622 �o sAL �i 42.9 - 3) BOATHOUSE 3021A co A) REPAIR/RECONSTRUCT FOUNDATION ® 20 0 20 40 901 B) RAISE ROOF - 3' �� s44 '"`_---- BRB FND s,�.S7E� C) INSTALL WINDOWS AND VENTS 4� d'�T ONALE ti 42.6 �� P i7•g4' 43 SCALE IN FEET 8 �$r O6 4) TENNIS COURT O.E.P■ File #SE 3.4459 '�� 430__-- R .__=-�- 42.9 A) REMOVE TENNIS COURT 'Sr,�\r's 0 of 43. EDCE PA r SCALE: 1' = 20' DATE: 10-18-05 B) CONSTRUCT NEW GARAGE ONSEMB ON NOTES. ,o- 43.5 C) PLANT FESCUE LAWN IN REMAINING 1. NO WORK JS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED P REV. DATE: REMARKS AREA OF FORMER TENNIS COURT PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. 43.2 4 5 43.4 3. 8-16-06 ADDITIONS & GARAGE C01 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL � HOLLY POINT ROAD CONSTRUCTION 5) PLANTING BUFFER A) REMOVE 6 OF LAWN 40 MIDE PR/VA]E WAY COMPLETION OF PROJECT. !a:f 6 2. 104-11-061 ADD PLANT BUFFER EVA B) REPLANT AS PER PLAN PREPARED BY 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. 437 1. 11-30-05 REVISE EL TIO S DRAWWG NUMBER PETER HANSON 4. CONTRACTOR SHAD. PROVIDE A CONSTRUCTION PROTOCOL FOR REVIEW 0:\2005\SUf?YMWRKSHT\2005-100wp22.dwg BY COMM131SION STAFF PRIOR TO START OF BOATHOUSE REPAIRS 2005-100