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0173 WILLOW RUN DRIVE
�- e,. i �� !, �: , lc.�1�1IQ�, �v, � � � . �� `;� �;. ''g e :1 �, �! .. - .. ..a Application-number............................................... c� Date Issued.. O. Z l�........ , ................................... BAMNSTABLE. R A MASS. i6 39• JUN 2 Building Inspectors Initials...... 2019 .............................. TO /9�! kJ�" Map/Parcel...........2-10......©.6.5�.................... TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: _ /7 3 1,/, Flo tii Ii'�n i �'p „Cc��,• ��e NUMBER STREET VILLAGE Owner's Name: y Phone Number '5' � V � _<s 7 r Email Address:ai►n:e ri�1ve6;��(� rha /•c o,ry► Cell Phone Number _SC85— Project cost$ --#/ K9 Q — Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: S e cha Od-4r,-4 Date: TYPE OF WORK P,Siding CJ Windows (no header change)# Insulation/Weatherizatio. Doors (no header e char 33 "Commercial ' g )# al Doors require an,inspector's S review Roof(not applying more than 1 layer of shingles) Construction Debris will be going to u j a s4e-/,,nu4,g e„j,!�4 _ 2,1,1 c o/�► /� L Nrg+R p CT w +ION v Contractor's name V Home Improvement Contractors Registration(if applicable)# 17 3 2- (attach copy) Construction Supervisor's License# 01 S 7 07 (attach copy) Email of Contractor S�Jee-� S I• C M Phone number 1101' Z 2 R - �ROLE ALL PROPERTIES THAT HAVE STRUCTURES VER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER .. ............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X 9 X Additional tent dimensions can be attached on a separate piece of paper. Check one:this event is a: for profit non-profit event Check one:Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval *WOOD/COAL/PELLET STOVES x Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMEP TION Homeowner's Name: w Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 C R 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 AIAPLICANT9S SIGNATURE Signature Date 6 -/2 —� gill permit applications are subject to a building official's approval prior to issuance. Renewal Agreement Document and Payment Terms Andersen. dba:Renewal By Andersen of Southern New England Anne&Henry Murphy ALACEMENT Legal Name:Southern New England Windows,LLC 173 Willow Run DrRI #36079,MA#173245,CT#0634555,Lead Firm#1237: 'Centerville,MA 02632WINoo 10 Reservoir Rd I Smithfield,.Rl b2917 H:(508)778-6571 - Phone:866-563722M I fax:401-633-6602 I sales®renewalsrie.com' C:(508)776-4305 Buyer(s)Name: Anne &Henry Murphy Contract Date..OS/31119. . :. Buyer(s) Street Address: W3 Willow Run Dr. , Centerville;MA 02632 Primary Telephone Number: (508)778-6571 : Secondary Telephone Number::(508)776-4305 Primary Email: AnnieMBlueBird@gmail.com Secondary Email: Buyer(s)hereby jointly and severally agrees to.purchase the products and/or.services of Southern:New England Windows,LLC d/b/a Renewal By Andersen of Southern New England("Contractor'•),in accordance with the terms and conditions;described in this Agreement-, Document and Payment Terms;any documents listed in the Table of Confents,and any other document attached to this Agreement Document,the terms of which are all agreed to b the parties and incorporated herein by reference:(collectively,this"Agreement"). Buyet(s)he agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total Job Amount: . ::: $24�ggp' By signing this Agreement;you acknowledge that:the;.Balance Due;and.the Amount: Financed must be made by personal check,.bank check,credit;card,or cash Deposit Rece►ved: :. $80295 Balance Due: $16,595 Estimated Start: Amount Financed: 8 to.10 Weeks •$0" Method of Payment. Credlt.Card .We schedule installations based on.the date:of the signed contract_and secondarily on the date in which.we complete the technical:measurements:The installation date that Nye are providing at this time is only an estimate._We will_communicate an official date and,time at a later date:.Rain and wreme.weathe'r are the most common causes for. .:delay, Notes: Taxes included; 1/3.on CC:deposit paid; Permit pd bychk;20 yr warranty; . Buyer(s)agrees and understands'that this Agreement.constitutes the entire understandings between the.parties and that'there are no verbal. understandings changing or modifying any of the terms of this Agreement.No alterations to or deviations from this Agreement will be valid without the signed,written consent of both the Buyer(s) and Contractor. Buyer(s)hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the terms of this Agreement;and has received a completed,signed;and dated copy of this Agreement,including the:two attached Notices of Cancellation"on the date first written above and )was orally informed of Buyer's right to cancel.this Agreement. NOTICE TO BUYER; Do:not sign this contract if blank.You are entitled to a copy of the contract at:the time you sign. YOU,THE BUYER,MAY CANCEL,THIS TRANSACTION AT ANYTIME NOT.LATER THAN MIDNIGHT OF 06/04/2019 OR.THE,THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION; WHICHEVER DATE IS LATER:SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN. EXPLANATION OF THIS RIGHT.'. Legal Name:Southern New England Windows,LLC dba:R e al B A e n of Southern New.Englmd ' Buyer(s) i V Signature of Sales Person :- Signature Signature Paul McLean Anne Murphy Henry Murphy PrintName of Sales Person Print Name Print;Name. UPDATED: 05/31/19 - Page.2 / 12 Massachusetts Departfinent-Of. Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X225933 Transmittal No. - Chapter-91 Waterways.License Application-310 cMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment G: Uffti ipal-Zoning Certificate Anne R. Murphy Name-of Applicant 173 Willow Run.Dfrive---� Lake Weququet Barnstable Project street address v - _ Waterway - (Centerville) Description of use or change in use: To construct and maintian a 4'x 50' ramp and pier with a 4'x 10' ell.. The pier is for recreational boating needs. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." 22 0O Printed ame of Municipal Official D e ature of Municipal Officia T�te City/Town CH91App.doc•Rev.6/06 Page 6 of 13 ., -- " a-'. .. .,7 � •� ro.:,.t-. .:.._.-.:,.,.,,-, �;mat '*+i�t�gr,wtw' Ft'. w .+^,i:�aw r.:c j'ck.�?fs,. TOWN OF BARNSTABLEBUILDING'PERMIT APPLICATION; Ma iA p ParcelApplication p # Health Division Date Issued." Conservation Division Application Fee Tax Collector - Permit Fee 41,s 1 Treasurer _ :''(LogPE I—P Planning Dept. ! 19107 Date Definitive Plan Approved by Planning Board * Historic-OKH Preservation/Hyannis LZ` _ Pr U Project Street Address � l� 1 Village FA17KA✓1"--E AAF- K Own /1�1!'i�j�E{y Address -fIM749 45 i9-490 ilk— Telephone Permit Request s fo 1)7 L>k� t`/4NO., i'U% 0.-1 .19 AID/ '&'OF. V &VE T a P � 19RyvE Rkos&2 c o Square feet: 1 st floor:existing j°�fo proposed 4�4 7 2nd floor:existing f`l6 proposed _ Total new 696' Zoning District Flood Plain 8 4' G. Groundwater Overlay AP Project Valuation A-40,M Construction Type AI - Lot Size m or s Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family 2( Two Family ❑ Multi-Family(#units) - Age of Existing Structure �57 yf4es Historic House: ❑Yes &N' o On Old King's Highway: ❑Yes O'I<lo Basement Type: ❑Full M/crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement.Unfinished Area(sq.ft) 0 Number of Baths: Full:existing _ 02 new Half:existing 0 new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing 7 new_ First Floor Room Count Heat Type and /Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: b Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Cf1 No Detached garage:❑existing ❑new size /j 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 UJo If yes, site plan review# _ T Current Use_ l U Proposed sed DA/Ce, `t BUILDER INFORMATION C'" Name' s(be ,641`��ja��d A�� ' Telephone Number 771-L,Q k10 p; Address d ,C 5 License# f/ _ Sri 104- do? 3�2_ Home Improvement Contractor# 7�� k Worker's Compensation# WCF 00 73 " (� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO YM-Q(, t l )LI b F/A SIGNATURE - DATE 1,/b � FOR OFFICIAL USE ONLY - APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE �) OWNER s C 1 DATE OF-INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL a C GAS: ROUGH FINAL FINAL BUILDING • i DATE CLOSED OUT ASSOCIATION PLAN NO. �, r HE " T°�ti� Town of Barnstable Building Department - 200 Main Street MUWSTABLE. * Hyannis, MA 02601 9 MASS � FCMA�°i, (508) 862-4038 Certif icate of Occupancy Application Number: 200707394 CO Number: 20080135 Parcel 1D: 210065 CO Issue Date: 07108108 Location: 173 WILLOW RUN DRIVE Zoning.Classification: RESIDENCE D-1 DISTRICT Village: CENTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 71,,F/o R- JuingDepartment Signature Date Signed IHET TOWN OF BARNSTABLE ._ : . �ti � �d�ng Application Ref: 200707394 BARNSTABLE, Issue Date: 12/19/07 Permit 9 MASS. �ArF�339. Is Applicant: BAYSIDE BUILDING,INC Permit Number: B 20073109 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/17/08 Location 173 WILLOW RUN DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 210065 Permit Fee$ 1,066.00 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 50.00 License Num 005645 Est Construction Cost$ 260,000. Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND GUT EXISTING HOME,PUT ON A NEW ROOF,ALL NEW WINDOWS,AD�IS CARD MUST BE KEPT POSTED UNTIL FINAL 24XI I ROOM WITH ROOF TOP DECK ABOVE FORMER DECK,INSU ATI(!)RECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MURPHY,ANNE R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 173 WILLOW RUN DR INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 t Application Entered by: JL Building Permit Issued By: THIS PERMIT.CONVEYS`NO RIGHT TO OCCUPY ANY STREET;ALLY OR'SIDEWALK OR AN ART THE _ F, TH R TEMPORARILY OR,PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND,LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM,THE DEPARTMENT OF PUBLIC WO,RK&I THE ISSUANCE OF THIS PERMIT DOES NOT-RELEASE THE APPLICANT FROM THE.CONDITIONS OF ANY APPLICABLE SUBDIVISION„RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS-70 GUARANTY FUND(as set forth in MGL c.142A). MW 7 qq: { BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 2 6 R6 02� V � 2 '14— �. ✓ l�� �. 2 3 � �„�?',6€ 1 Heating Inspection pprovals Engineering Dept Fire Dept rr1 2 Bo of Health 7 8/a� : w yie lt t f CC ri T V�� x ZVI` :C All e. , .. e r •� ��� > ^� p .. i ;pr �FTME> Town of Barnstable yea ~� Regulatory Services SARNSTABLE MASS Thomas F. Geiler,Director `b�>fp ,. 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:- MtA CCAv Map/Parcel: al u 0lo S Project Address 173 W; )oar 4si I),- Builder: goo.����" The following items were noted on reviewing: &t" 4EA0.0 s TO �r 1►fie lZBft?, --� Q K Pf 9 7 12)19�67 Reviewed by: Date: Q:Forms:Plnrvw VJHE,� y 'own of Barnstable. Regulatory Services i 1ARNSTABLE, + . MASS. $ Thomas F. Geiler,Director $HIED h1A'�A�� • Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w-n'w.town.barnstable,ma.us Office: 508-862-4038 • Fax: 508-790-6230 Property Owner Must Colmplete and Sign ''his Section If Using A Builder I, Iq N/VF— MCIPPH Y ,as owner of the subject property herebyauthorize M'15/'be &IL:D6a/lP / to act on my behalf, in all matters relative to,work authorized by this building permit application for: (Address of Job) (I igna Te Owner Date Mae? Print Name • r l Q10PUS:OWNERPERMISSION REScheck Software Version 4.0.1 Compliance Certificate Project Title: RENOVATION OF EXISTING,STRUCTURE . Report Date: 11/20/07 Data filename:C:\Program Files\Check\REScheck\MURPHY.rck Energy Code: Massachusetts Energy Code- Location: -Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: MURPHY. BAYSIDE BUILDING,,iNC.. Assembly Area or R-ValUe R-Value or,Door Perimeter U Factor Ceiling 1:Flat Ceiling or Scissor Truss: 1691 30.0 0.0 59- Wall 1:Wood Frame,16"o.c.: 3240 13.0 0.0 230 Window 1:Wood Frame:Double Pane with Low-E: 310 0.340 105 Door 1:Glass: 84 0.380 32 Door 2:Solid: 42 0.280 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1444 19.0 0.0 68 Furnace 1:Forced Hot Air:78 AFUE Air Conditioner 1:Electric Central Air:13 SEER Compliance Statement: The proposed building.design described here is.consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts.Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.'The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date A E R Scheck w r Soft a e Vernon 4.0.1 Inspection Checklist Date: 11/20/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation ` Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.380 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations;and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1" Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. r Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: FI Ducts are insulated per Table J4.4.7.1. Duct Construction: Lj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 786CMR 1310 and AA Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Al heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 .1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( F° ) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any .1.0 1.0 1.5 2.0' Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.51 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) lblr:lfi-Loa des Beanif AISC 91,h Ed ASO 3 Ver:6.00,81 By.,Richard Bertrand,RI(MAR0 J BER"i•'?A1�JI?,ia.E_a;7: 9 i-'3.20C3?:a:�,fi 3s PIUI Frolect fi t# I�Hl'' eESID?z fiE-Lor.Zfior7:2S1 Above C Nat I',or�rn Ext:wall Summary Section Ade4uate By:9,!% Controlling Factor:Mairtent qt inertia Center Span De#lections:. Dead Load: DLD-Center= 0.39 IN Live Load: LLD-Center- 634 IN=U839 Total Load: TLC-Cuter= 0.73 IN=L/393 Center Span Left End Reactions(Support A): _ Live toad- LL-Rxn=A= 6357 LB Dead Load: DL•:Rxn-- = 6531 LS Total Load` { TL.-Rxn•A= 12888 LH Eeadnq Lengn Required 4Bearn only,support a apric;iiy nqt rheciced}: BL-A= 1..4$ IN Center Span R101 End Reactions(support a,- Live,Load: LL-Rxn-B= 467-8 LB Dead Load: 0L-Rxn-B= 5914 LB Total Load: TL-Rxn-13= 10592 LB Beating Length Required earn cnly,Supptrrl capacity not checked}: BL B- 3.1$ IN Center Span L.erctth: L2= 24.0 FT Center-Sparc Unbraced Lenq:h-Tao of. Bears: Lu2.-Trip= 0.0 FT Center Span L i)bra,dd Length-6,Mor a of Beare: Lu2-8ottorn= 24.6 FT Live Load Degth t.Critefia. Lf 380 Total Load Deflect.Cnieda: L.; 360 Center Span Loading: Lrniform Load: Live Load: WL-2= 300 PIF Dead Load: itiD-2- 400 P.LF Beam Self Weight: 60 PLF Tratal L-oad: wT-2=. 760 PL.F Point Load Live Load PLt-2= 1820 I-S Dead Load: FC1-2= 664 LB Location iFrom left end of spar!: R1-2= 1Z0 FT Point Load 2 Live Load: PL2-2 2015 IB Dead Load-, PD2-2= 741 LB Location(Frorn tell end of span). X2:•2.=: 2.0 FT Properties for:W10AWA02-50 Yield Stress: Fy= 50 KSl Modulus of Elasticity: E= 29000 KSl Depth: d= 1022 IN ;bleb Thickness: hv= 0.42 IN Flange Width: bf= 10.08 IN Flange.Tnickness- 0,68 IN Distance to Yleb Toe of Fillet: k= 1.18 IN Moment of Inertia About,X-X Axis. lx= 341..00 IN4 Section Modulus Abort X-X Arm.- Sze 66.70 W Radius of Gyration of Compression Flange 4 1;3 ofa,'k'etr: rt- 2.77 IN 3esign Prr perties zmr AISC Steel Construction Afar;a;*. Flange Sucklinq.Ratlo: I FBR= 7 41 Allowable Flarrtle Suckling Ratio: AFBk::t 9.19 Web Rucklir-c Rai `VIBR- 24.33 Allowable'aVeb Buckling rRatro: AWBR 90.6-3 Controlling Unbr aced Le.-meth: Lb-- 0.0 FT' Limitino Unbfac ed L.Pnglh for Fb=:M"l✓y: i.o= 9.03 F7 Allowable Sendinia Stress: Fb= 33.0 KSI Web Heiaht to Thickness Ratio. hltw= 21.1 Lirnitinq Web Height to Thickness Ratio€x Fv=.4`"f"y: ha`use-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design RequireMents Comparison: r ontrollrnq Moment: M= 72380 FT L$ 12:3 Ft from:lef support of span 2(Center Saari; Critical rr-ornent created.by combir:inq all dead loads and live loads on stun(s)2 Nominal Moment Strengthf Mf= 483425 FT-LB Co-rivollinq Shear: V= 12888 LB At left support of span 3(Right Soan) . Critical shear created by combining.all:dead loads ache fade. n(s)2 Nominal Shear Strength: a Vr= 85#4t3 L6 Moment of ingrtia(Deflection): � r ire - 312.42 IN4 rr ;�ir:ra i= 341.00 IN4 er:rrra��c� •� �, f 'Multi-Loaded Beanrf AISC W.-Elf AuD.i ir`er:6.00>8" By R'cbard Bert and .RIGHAR +J. aFR"FRAN£) >?.on: 11.49-2,007 : 10:42s50 PM Proiect:MUR'?l-Y RESttiENCIw> l� tinr� ;�1"1:.Ai)alp �atn4 s'MO4ia Room :. Suinrnary: __. ... _. `1szE>t:FT �eCtii3n Adequate 6- 3.4Ui^. Controlling Fact t:N44-meat off Inertia ";enter Spay,Eretleckns: Dead Load - DLD-Center= 0.24 IN Live Load* LLD-Center 0.53 IN=U545 Total Load: TLD-Center= 0.77 IN=U372. Center Span Left End Reactions(Support X: Live Load:. LL•Rxr;-A= 8580 LB Dead Load: OL-Rxn-A= 39'2 LB Total Load: TL-Rxn-A= 12552 LB Bearinq.Length Resruired(Beam onIV s:rppszr-Cape-6y rol^t;riis;di: ii3.7A- 9:E 8 IN ,enter Sparc RIQ,,t End Reactions"Sup port Bi: t.ive Load: LL-Rxn-B= 8580 LB Dead Load: DL-Rxn-S= 3972 LS Total Load: TL.-•Rxn<B= 12552 LB Bearing L.engtli Restuired;Beare only,support to a;ity rot checked : Bt.-B= 1.08 Its Beam Data: ""enter Span Lenqth: L2= 24.0 FT Ce Ater Sow Unbrace d:en.th-I'op of ae:3rrr, i..u2 Tap= tt.0 FT' Center Span 3nUraced LehOth-Sodom of Beae: . Lu2-Botlom= 24.0 FT Live;road Deflect,Criteria: L1 360 Total Load Deflect. Criteria: Li 360 Center Stan Loading: Uniform Load: Live Load: wL-2= '715 PLF Dead Load: w0-2= 286 PLF Beare Self Weight: B"s'w"_ 45' PLF Total Lead: WY-2= 1046 PLF Properties.for:1AiI ZO&A992.50 Yield Stress- Fv= 50 KSI Modulus of Elastic€ty: E= 29000 K_q Depth: d= 12.06 IN Web Thick!.,ess: tw- 0.34 IN Flange Wl dth: , bf= 8.05 IN Flanqe Thickness: tf= (}.58 11�3 Distance to Web'Tbe of Fil€et:. ' If= 1.58 IN Moment.of;Inc#ia.About X�X hds Ix-- 346.66 IN4 Section Modulus About f-X Axis; Sx= 5110 1I�3 Radius of UVration of Cornores:sron Flaive a 11 :of Web: rt- 2.15 IN De sign Prwerties per AISC Steel.Construction.Manual: Flan4e Bucklinq Ratio: FSR= 7.00 Allowable Flange Buckling Ratin*' A BR-- 9.19 Web Suckling Ratio: WB€2= 36.00 Attowable:Web Buoklinsr Ratio, AWBR= 90.51 Control€ins€Unbraced Length: ,b 0.0 FT 'mitinq Unbraced Length Fiat l=b=.66`Fy:: Lc= 7.21 FT Atlo-wyable Banding Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: htw= 32.57 a la-qitinq_`J'seb Height to Thickness Ratio f;+r Fv=.4''€fir: h,`t�sr-Umit= 5 3.74 Allowable Shear Stress: Fv= 20>0 KSI Design Readrernents Comparison: Controltinq Moment: NV. 75312 FT-LB :2.0„t from left s 000rt cal'st an 2.(Geruo'r Span) Lrifical moment created by Combining bining ail dead:oasts and live loads or,span sl 2 Nominal Moment Strength: €+llr= 158675 �LB C Qntrollinq Shear: U= 12552 0 24.0 Ft from iet*supaOrt of span.3(Right Stan) Critical shear created:by combining all-dead loads.and We toads on span(s)2 Nominal Shear Strength: Vr= 80802 LB torment of Inertia(Deflection) 4ect= 336.5:1 IN4 1= 348.W IN4 Zx¢ �ni '<r3 g Multi-Loaded Searr:l 20t'#i3 International Building Code(97 NDS)1 Ver.6.00.81 By, Richard Ber and , RiCHA B j. BERTRAND. F.E.on: 11-1 7-2007 .9.27:14 PM Prole . 1#.tRiiY: .alDr«NCw. LocatiorY.3B;:Above:Bedreidni #o.2 Surr}rrEary: 1:3. I..75 J.U.X:1:1>875 IN:x 12.: F.T`..1' 4 a:.v acate Section,�dequate f3v: 2%.9% ConVolling Factor: Mloment of it ertia l Depth Required 1{: 941n ",'ec 4n rr:av not be readily available, "1..c3minations are to.be ftal3�'connected to provide urEiforrn-�traEasfer of loads�to ail:members Center Sraari.L7e'�eLtions: Dead Load; DL f3-u?�nter= f:Cl9 INLive Load: LLD-Center= 0.22 1N W U657 Total Load: TEED-Center= 0.31 IN.=U460 Center Span Left End Reactions(Support A). Live Load: LL-Rein-A= 4128 LB Dead Load: DL-Rxn-A= 1767 LB Totai Load: TL-Rxn-A= 5895 LB Bearing Length.Required(Searn only. support capacity not,checked), BL•A= 1.32 IN Center Span Right:End Reactions(Support B): Live toad: LL-•Rxn-8= . 4128 LB Dead toad: DL-Rxn-E1 1767 LB Total Load. TL-Rx;t-B= 5895 LB BeAdn.q L:erigth Required(Seam only,.support capacity riot checked),. 8L-.8= 1. 32 IN Beam Data: Center Span Length: L2= 12.9 FT Center Span Unbraced.Length-Too e. Beam ELu2-Tap= 0.0 FT Center Shan Unbrared Length-Bottom of Beare: W2-8ottorn= 12.0 FT Live Load Duration_Factor. Cd= 1.00 LEve Load Deflect.Criteria: Lf 360 Total Load Deflect.Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 688 PLF Dead Load: wD•.2 275 PLF Learn Self'Weight, BS` -- 19 PLF Total Load: wT•.2= 982 PLF ;properties For:Versa-E_arn 3190 Ft)SP-Boise Cascade ]3endinq Stress, Fb= 3100 PSI Shear Stress Fv= 200 PSI Modulus of Ela.slicity: E= 200E7000 PSI Stress Peroendipular to rain: Fc�aerpw 850 PSI Adjusted Properties Fb'frensior:): Fb'= 3104 PSI Adjustment.Factors'. Cd-1.00 Cf=1.()9 Fv': ~V'= 290 PSI fit#€ustment Factors:Cd=l° 00 Design Requirements., Contrpilinq Moment: fyi- 11685' FT-LB 6.6 Ft frOM left suDoort of span 2(t"er:ter Span) Critical r73ornent created by cornhining ail.dead loads send live toads on span(s)2 Controlling Shear. V= 4952 LB At a distar:ae d:from lef:supoorl of span 2(Center Spam Criticaf.shear creatert au comOming all dead loads and live loads on span(s)2 Corriparisons With Required Sections. Section Modulus(Moment) Sreq= 68.313 #h#3 S� 12:3.39 IN3 Area(Shear): Areq 25.61 Ihl2 A= �i2..34 IhI2 Moment of I nertla(Deflectitar): lreq= 5'2.89 IN4 1= 732_.62 IN4 A� rTaT:1a<. a. 1 Multi-Loaded Beam;20003 international.Building Code€97 NDSi f` er:B:QQ.sk - By Richs�id Bertra rd . ly'HARD J. BERTRAND, P.E on-: 11 #: 2007 : 9:27:03 PM Protect.*JA�.RPHY RE IDENCE=Lor ation.:3 �a.:# a #ar:Badr;smfvittln dt i' �rntxE�in<: • { . 1..75.:ibl�t.1;.ts?K!N.Y. ' a3 FT::f `ersa-Earn 3 i Fb 51' poise Cascade: Section,jdequate IRV:4 F%...Controlling factor:moment of Inertia i Depth.Required 11.7 In �Se t orr may not be reality available, Laminations are to be fUly conne .tea to prat+ide uniform-transfer.of loads to all members Center Span Deflections. r Dead Load: DLDC-Center_- 0.12 IN Live Load: LLD" C'enler= 0.29 IN= L1536 Total Load: R.D-Center= 0,41 IN=1,1377 Center Sian Left.End Reactions(Support A): Live Load: LL-Rxn-A= 4414 LB Bead Load. DL-Rxn-A= 1889 LB Total Load: TL-Rxn-A= 6333 LB Bearirq t.6nQth.Required 18earn wly, support capaci'y,not checicedy: BL-A= 1,41 IN :.enter Span Right End Reactions(Support 8); Live Load: LL-Rxn-B= 4414 LS Dead Load: DL-Rxri-8= 1889 LB Total Load: TL-f;Lm-B= 6303 LB Bearing Length Required(Seari:only, support capacity not checked): BL-B= 1;41 IN Beam Data: Center Spam t.eno'th: L2= 12.83 FT Center Span! nbraced Lemih-'`bp of Beam: Lu2-Top 0.0 FT Center Span Unbraced Length-Bottorr:of Bearn: Lug-Bottom= 12.83 FT Live Load Duration Factor: 0& 1,00 Live Load Deflect.Critf.-ria. U. 360 'Total Load Deflect,Criteria- L; 360 Center Span Leading: Uniform Lead: Live Load: wL 2�- M PLF Dead Load: ;vD-2= 275 PLF Beam-Self Weignt: BS"V= 19 PLF Total Load: wT-2= 982 PLF Properties For;'versa-'Lang.3100 Fb SP_Boise Cascade Sendinq Stress-- FbA 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Basticity` E= 2000000 PSI Stress Perpendicular to Grains: Fc peril= 850 PSI. Adjusted Properties Fb'(Tension): Fb'= 3'104 P.SI _ Adjustment Factors: C d=1.t3Q Cf=1,3Q 'M��• IrV= 290 PSI ' Adiustment Factors:Cd=1.OU Design.Requirements: iControl,nq M^ment: = 20216 FT-LB 6.415 Ft from deft suvoort of N-Dan.2(C-enter Spare Crd'.cal moment created by combining all dead loads and live.loads on span(s)2 Controliinq Shear.: V__ 542Q LS At a distance d froir:."eft'SUD0 ?rt of span(Center Span) Critical Wear created by combining ali dead loads and live loads.ors span(s)a Comparisons With.Required Sect3onv. Section.t,w1odu1us(Momen j: Srega 78,16 lIV3 S= 123.39 lN3 Area(Shear:): Arm}= 2&04 IN2 A=: 62.34 iN2 Moment of Inertia (Ooflection); lrpq= 700,18 1N4 l= 732.62.' iN4 L+ Aelu ti-Loaded Bearrif RISC 9th Ed ASD I Ver:&00.81 Firr€ia o Bertrand . RICI-IA.RCi .32. BER RAND P E. on: 1`i-17-2007:9:22,38 PM rolect MU RPHY Rl-`a?£'iIrNCE-Loeation 205 Ki€„n rr1iDinin RVOtrj# far ciin'irrir�r'�: • sA �5u 1rJt�x18 x l# ta.I^ u�c10o keguate By. 321~3�.a <a afro#ling Fac€or Moment Center Span Lefiectidns: ,Dead Load: DL-D-Center= 0.04 IN Live i oaf: €LD--G<-nter= 0.08 IN=L1156S Total Load: TLD-C enter- 0.12 IN =L.'1088 i;.etiter Span Left End I�iaactiUriS(Si:�i�iort A): Live Load. _ LL-Rx_:AWLead : 2345 LS Total Load: LL-Rxn-A- LB guie<i tBarn only.susoay ro;cnecker OZ3 INirarinq Leiaih R TtRxii-A= 3311 LB . :enter Span Ripht End Reactions.(Si.ppixt B): Live Load: tLL-Rxn-B= 3500 LB Lead Load: GL-Rxn-B= IM LB Total Lad: T1.-RxO-B= 5440 LB Bearing Length Required(BeW!only,support capacity not checked- at. €�= 0.63 IN Beam Data: Center Span Length: 1:.2= 1'41.0 FT Center Shan Unbracea,Length-Tarr,of Beare: Lug-TOp= 0.0 FT Center$Dan Unbraceu Lenytn Boticnn of Beam: U.2-Fo€tom= 1.1.0 FT t.iire Load Deflect.Criteria: Total Load Deflect:.Criteria: L,' 2360 Center Span Loading: 1 oilldrm toad: l-.ive Load: 403 PLF Deed Load: wi)••2=. t 38 PLF Self weight: I iS�e`- 18 PLF Total Load: Point Load i wT-2= 553 PLF Live Load: PL1-2= 141.2 LB Bead Load: 1190 LB D l' 1- L€3 Location(From left.end tar spin : I2= 1 ?rrsaer ies tbr:i�1'8x18<A2-5q Yield Stress: SLt KSI Modulus of Elasticity: E= 29000 KSI Web Thickness: tv . d= 814 IN IN rlai�tte'v�r'idih: bf_� 5.25 IN Range Thickness, tf= 0.33 IN Distance to Web Toe of Fillet, kT 0.£3 IN P'orrie?fit of Inertia About X-X Axis: lx= 61,90 Ild4 Section l;;rloduius Above.)(-X Ails: Sx= 15.2fP IN3 Radius of C'sra€lo'n of Canib? ssion Flanste i V3 o4'Aleb- .3 IN Prrrcerties I;�yr:Al a C Ste t Coris€ruc�ia>ri Marsi3al: Flange B.u;~it"nq Ratio: l"BR 7.95 rkl€mvable Flange Suckling Ratio: AFBR= 9.1 Web Bucktinp Ratio: y'V;3R= 35.39 Allowable ''Jets i itt<kitr..r<i Ratio: AMR= 90,51 C ontrcilino Unbraced Length: Lb- 0.0 FT Limitinst Dnbraced Lerimb for Fb=,SB'Fy: t.+;- 41. FT Allowable Sendinc Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h1hv= 32.52 L4nitinc lhleb Heigh¢to Thickness Ratio for Fv=.41Fy: h/hv-t.J nit= 53.74 r"e-loveable Shear Stress: FV= 20,0 KSI l3fastgn Requireinants Cornparison; Cz r?trolling Moment: 8805 FT-LB 5.R4 Ft from left.supp<�:tt of silan 2 :ien-ter Span; Critical moment created by.whbininq al'dead 1o016 and live loads on spans;2 Nominal Moment Bin.-ti ith: Iv1i'T 41B®0 FT-LB Controllino Shear: IT= 1800 FT At right sw3oort.of span 2:s Cei�te,_soars', Crit cal shear.created by combining ail dead ioads and We toads.On spans;2 Nominal Shear Strenoth Vr= 37444 LB Moirent of Inertia(i3ef rschairi: irest 14.20 IPd4 ,r` .i 6. l� �/ ..J'•j:> _. 11,::. � " /' 1:.r;,i...;i ,�,, i3�' .v. ,.k,:j,:,.'.:. • � .Pis%i<lo;:. •� Multi- Laded Searrif 2000 International Building Code(97 KIDS)t'e'er:6,00.81 13 Richard Sertr,3 t# RICIHARD Jr SER"RAND.. RE afl- 11:-17-2007 9:.19:43 PM Protect:t4l RP,H Y,RESIDENCE @ (,aI ? Abo to Great Ream Summary.. _......... 2 3 1 ?8 IN X 3 2-5 I' a-i a s G SP..:Boise Dade Section Adequate Bv-£t9.7% Corrtmilinq Fac fir: coma r#t erYi; f e ,t' taG �� ett .'v 1r f 5es non may not.,*readily available, Laminations are to be:fti4 o+xinect to provide unkitrn rar}sfer of loads to a";rrrert�;3e.s . ;enter Span Deflections: Dead Load: OLD-Center= 0.07 IN mite Load-- LLD-Center= ` 0.20 IN-U611 Total Load: T'LD-Center- 0.27 IN=t.f44i CeM. ar Smarr Left End.Reactions(Support A): Live Load: ;L I xr3�A= 2015 LEA Dead Load; I3L-Rxn-A= 741 LB T oval Load: TL-I^xhC A= -2766 LB Searinq Len ;h Required(Beam off:suppan t;a»acity not necked): bL f;= 0.93 IN Center Strain Rislht End Reactions Support B f: Live Load: Lk. Rxn;8= 2015 LB Dead Load: DI_-Rxn-B= 741 1.8 Total ,oad: TL-Rxn-8= 2756 LB Bear ng Leng'h Required i6eam only,,auWort cappvity riot c iecked'g BL-B= 0,93 IN Seam.Data: Center Soan Length: L2= 10,0 FT Center Soan Unbraced ter h ;gyp of Beam. Lu2-:7*ua= 0.0 FT Ce ter Soan Dribr'ac*d Ler gth-Sotto of bear:•►: W2-Botlom 10.0 FT Live Load Duration Factor: cd= 1.00 Live Load Deflect. Criteria: U .360 Total woad Deflect. Criteria: U 240 Center.Soan LoadiN, Qniforrn Load: Live Load: wt:•2= 403 PLF Dead Load: %0-2:= 138 PLF Beam.Self'Weight, 8SVV= 10 PILAF TOW Load: wT-2= .551 PLF Properties For:Mersa-Larn 21D D Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress F'vs 290 PSi Modurs of Elastav: 2L 3i. PSt Stress Perpardis uiar to Goain: Fc.�M-- 850 P:St :Adju6ted Now Ws , Fb`�Tensipn): FU= 3191. PSI Adjustment Factors:Cd-1.t36 V'=W l.63 Fv� ;VW 290 PSI Ad r rstrnent Fwors.:Cd=1.00 Design Requirements:. Contr llim Moment', M= 8389 FT-LB 5.0'Ft l nine left Si.6„' ow.of.sw 2 tCepW Swi Critical moment crQated by combining all read loads and five loads on.span(s)2 Controlting Sear: V= 2370 LB At a t�sianoe d Rini riptst 2 f Center Soanr - riticai shear-cmated by coriiWinq all dead k: s and We bads on spwn(,s 2 Comparisons With Requilred Sections: Section h4odul:as(fdornent): S sl' 25.91 IN3 Area . heart: :s= 49,91. IN3 (S Area= 12.26 IN2 A= 2,38 IN2 Moment of inertia ireq= ' 135,99 IN4 I= 230.84. JN4 f Multi-Loaded Beami 2000 International Building Code,(97 NDS)l Ver: 6.00.81 By Richard Bertrand, f:CHARD J. BERTRAND,P.E. on: 11-17-2007 :9:18:40 PM Pr,5iect:MURPl-{y'_RESIDENCE=Location-.2Ba,above alvc�rF; Summary ... 3 3 1 ?51N x 9.25 I'�x "1.6 FTars -#am 3"001i S' Bira Cascara a Section adequate By: 129.1% Controlling Factor! Moment of l:ertia I De th Required 7.02 In Section" rnav not be readily available. Laminations are to be fully connected to provid.a uniform tr' $ter of I acts to cFli rr`etttl�er- Center Span Denections, head Load: 61-D-Center- 0.11 IN. Uve L:d: LLD-Center- 8.13 IN W t1991 Total.L. TLD-Center= 0.24 IN=1-1550 Center Soars Left End Reactions(Support•a . Live Lead: �L-Rxr-A= 1412 LB Dead Load: DL-Rxn-Aw 1190 LB Total Load: TL-Rxr-A= 2601 LB Bearing Length Reou€red(BeaFr.only support capacity not cnecked)': Bl•-A= 0.58 IN Center•Span Right End Reactions(4uppc:-t B):. Live toad: t.L-Rxn-B= 3243 LB. Dead.Load; DL�RxrE-B= 11)63 LB Total Load: TL-Rxn-BT 5187 LB Searing Length Required Seam only; support fapac¢ty not.ciiecueil : BL-B= 1.14 IN Beare Data: Center Spar Ler;mth: : 11.E FT Center Sear. Unbraced Le.notl^=-l-op of Seaj-rj: Lu2-Top- 0.0 FTUentE r Spar. Unbraced Le:�g?I Bottor3s; r F:arFt; Lug-Bottom= 11.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L, 360 Total Load Deflect. riteria: U . 240 Center Spar Loading: Uniform Load'. Uve toad: vsrL-2= 240 PL.F Dead Load: sr D ' 195 PLF Beam Self Weight-. 3SVV= 15 PLF `Total Lead: vs T-2=- 450 PLF Point Load 1 Live Load:. PL1-2= 2015 LB Deana Load. PD1-2= 741 LB Location;From left End of scan- X 1-2= 10 s FT Properties Ivor:Versa-Lam 3100 Fb SP-Boise Cascade. Bendina Stress: f lx= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity, E= 12000000 PSI Stress Perpendicular 0 Craln. Fc perp- 850 PSI Wjmted Properties Fb`(Tension); FW= 3191 PSI. Adjustment.Factors:Cdw1.00 C€1..03 Adjustment Factors: Cd 1,00 290 PSI, Design Requirements: Controllin-O Moment: tJl= 7515 ;`I�LB 5.83 Ft from left sE noort of snare 2 CCenter Span] Critical moment created by comb ping ail dead loads and live loads on sp'ar•(s)2 Controllinq Shear: V= 22.55 LB At a distance d from left:support if span:'2 2eater SwnI Critirai shear created by cornbinini a l dead Ioads and live loads on sOn(s)2 Comparisons With Required SQ lions: Section Modulus(Ivloment?: Sreq= 28.26 IN3 S= 74.87 IN3 Area{Shear's. Areq= 11.65 IN2 Moment of Inertia(De#lactiorr . Irec�=.A= 48.56 IN2":51.'15 IN4 I- 34S:26 IN4 1•• S Q S' � Mu?ti•-Loaded Boaml 2000 International Bwldinq Code(97 NDS)l Ver:6.00:89 By Ricrmrd E?e ar d filz,l•#ARD,1" B RTRAND, RE.on: 11-17-2007 :9:14:49 PM Proikt: MU06HYA3.ESIDENCE Lbeatior:.252 Gveat:Raorn R'ao Summary. 2: 1.75-IN x:;9.25 IN x 8.0 FT r.lde' rs.a.,Lam 310n. i'b S?-Soise:u:a.scatle . Section Agdeouate 8v; 115:'0 Conim. 11ing Factor, Motyient rf Inieia l Depth Requireta 7171r, x.Sect?on may not be readily available. `'La?ninations are to be uily onnected to provide Qnifo gym transfer o6 loads to ali.members Center Span Deflections,, Diead Load: 0:03 IN Live Load: LLG-Cer?tet- 009 IN=Lf 105; ?otal Load: `l'LD-Center= 0.12 IN =U774 Center Sean Left End Reactions(Support.A): Live Load: LL-Rxn-,A= 1820 L8 Dead Load: DL-Rxn-A= 664 LEA Total.Lead: TL-Rxn-A= 2484 LB Bearirq Length Required f Beamm oily,support capacity not ch-ecked}: BL•A= 0.84 1N center Span Right End Reactions isuppars 13): Live.Load: LL-Rxr?-B- 1820' LB. Dead Load: DL-Rxn-B-- ' 664 €.B Total Load: TL,-Rxn-B= 2484- LB Bearing Length Required Beam only. support capacity no checkedf: BL_B 0.84 IN Beare Data: Center Spar?Length: L2= 8.0 F"F Center Spar:Unbra:ed Length-Tbo of Beam: Lug-Tot?- 0.0 FT Center Spar? Unbraced Length-B&do?.of Beam: ?:u2-BL' i'rrY?= 8:O FT Live Load Duration Factor: Cd= 1,00 Live:Load Desert: Criteria: i f 360 Total Load Defect. Criteria, U 360 Center Sparc Loading: Uniform Load.: Live Load: wL-2= 455 PLF ['aear9 Load: w 2= 156 PLF Beam Self Weight: BSW= 10 PLF Total Load, wT-2= 621 PLF Propertias For:Versa-Lana 3100 Fb SP- Boise Cascade Bendir?p Stress: F-b= 3100. PSI Shear Stress: Fv= 290 PSI Modulus of laslicity: t:.= 2000000, PSI Stress Perpendicotw to Grain: Fc_perp= 850 PSI Adjusted"Prt}ger4les Fb`J,ension3: Fb'= 3191', PSI Adjustment Factors:0d=1.00 C€1:0 FV: FV= 290 PSI. Adiustrrent,Factaiss: Desicgn Rewirernents: Cantrolltng? erne tt: M= 4969 FT-LB 4,0 Ft from left.supeor;of span 2(Center Span? Critical:rnoment created by combining all dead loads and 'five loads on span(s?.2 Car rolling.Shear:, V= 2037 LB At a distance d from right support of spar;2(Center Span) €:ritical shear created by combining all dead loads and live loads on spans;2 Comparisons With Required Sections; Section Modulus(Monnent), Sa'eo= 18.69 IN3 S= 49.91 IN3 Area(Shear).: Arf:q= 10:54 Ild2 Moment of ls?e?tia tDeflect:or3 : A= 32:38, Il'd2 trey 107.31 IN4 l 230,$4 IN4 30 : Sr• iA� Soba.ate+ R• ,t �R €loorJoistl 2000 International Suiidinq Code W NDS)s Ver:$.OU1 BV Richard Sertrand...RICHARD J..BERTRA€�D, P.E. on: 11.17-2007 :9:27-27 PM Pr5je&c i'4�t.�R^HY.RE�SIDEMCl :Location. 2Jt F€3cFirng Detkk'<Joists .t.:trnrylafy......::::::.::... '.75 IN x T25 IN x 10.0 FT 0 16 C,C,t Versa-Lana 3100 Fb SP- Boise Cascade Section Mecluate By-54.4 za of irFertia f Depth Required3.27 In x SAetion rrmav not be readily avaiiat)ie. Center Soan Deflections: Lead Load: DLL-Cewnterp 0,05 IN Live Load: €.:t:D-Center= L3;15 IN= Ll74' Tota.Load-. TLL�;.inter= Oi22 IN i r Lf555 Center Sparc Laft End Reactions;Support A3: Live Load: LL Rxn-A= 400 L8 Dead Load: DL-Rxn-A= 133 LB Total;Load: T€ Rxn-A=> 533 Ll3 Bearing-Leriglh Re eked (Seams onyx, support capacity riot chacked,: SL-A= 0.35 IN Center Svan.Ri ht End:Reactions f$Nppc�€.B : Live Load: LL-Rxn-13 400 LB, Bead Load: Dt.-Rxn_S= 133 LB Tot 'Load:: `fill-.fit -B= 533. LB Bea'�irrtl Length Required Mearri only,"support capacity rrrat o�ec��eri): Bt.-;im i)..3ii IN Joist Data: Center Span Lengtty L2= , 10.t3 FT >"fQor sheatl3irrQ applied to top of joists-top of r*,ists u€i3r braced. Live Load Duration :Factor: Cd= 1.00 Live Load Defect. Criteria: 11 480 Total Load Deflect, Criteria: L/ 360 Ceriter Span Loading: Uniform Floor Laadir3g: Live l.Qasi: €A,2= 60.0 PSI" Death Lord: lit. 2= 2LtEj P51= Tota Load: TL-2= 80.0 P SF Totai goad Adjusted-for Joist Soacinq: wT_2= 107 PLF Properties For:Veraa--Lain 310.0 Fb.S€P-Boise e-asoade Sendinq Stress: rtb= W 00 PSI Shear Stress,: Fv= 290 PSl" l uduius of Elastirai:v: E= 2000000. PSI Stress Perpe ndicu at w grain: Fc-peril= 850 PSf A.djtrstead ProDer#ies Fb't'Tensioni: Fob= 3279 Pat Ad ustrrlent FaCtors;Cd=1,00 C=-1.06 V= 290 PSI Adiastment.?=actars.-Cd W 1 OO Design Requirements: Contto linq tOornent t = 1:333 FT-LB 5.0.Ft from left support of spar-2 iCentPr Span) E.rrtiivaa,FiEQrr1F.'rrt .seated toy-;orribirr:rr�all dead€oa4s a nd;:tie i����r33i s�:arE�$;2 Contra iinq$hear: Vw 469 LB At a.distanr-A from left 6uppoat of soap 2 f0enter Soars: Critical shear created by corrit riing all dead loads and lade Toads on wants)2 Comparisons.With Required:5ectibriv. S40on Modulus Wlarnent): Sfeq= 4:88 IN3 S= 15.33 IN3 Area(Sheaf)- Afeq= 2:43 IN2 A= 12.59 IN2 Moment-of frier is; le ec�ionf: €:rein= 35:99 f i4 55:57 IN4 �M Multi-Loaded Bear-if 2.000 International Building Code(971"OS)3 Ver:6:00.81 Bit:Richard Bert'rand , RICHARD J.:BERTRAND. P.E. on: 11-�18•200i : 03.29,11 Ali Project MURPHY-R SiCiE Locatror< 1J IMS Mole.foists Under Each End.Past Reaction af:2B&::::.. Summary'. a..Lash 3 i�t;::Sig seise Cass ' Section Adequate By. ',7.2`3u Controlling Factor.Area.!Nepth Retluiren ':89 In F:etion may not be readily availab e. "Laminations are to.be fully connected to provide ur form transfer of loads to all members Center Span:Deflections: Dealt load,. DLD-Center= 0.08 IN Live Load: L D-Center= 0.14 IN U960 Total Low.- TLC-Cgrr er= 01.21 IN=tJ616 C enter Sean Left End Reactions;Support Ay Live Load: LL-Rxn-A= :3473 LB Dead Load: DL.-:Rxn-A= 1929 LB- Total Load: TL-Rxrr-A= 5403 LB Bearinal-ergth Required 03eam only, support capacity not checked): BL-AT 1.82 IN Center Span Rioh#.End Rpactions ;3 ? s7rt Bi Live Load: L L_Rxn-B'= 610 LS Bead Load: DL Rxn-O 342 LS Total 'Load: T. -Rxn-B= 95-7 LB Bearing Length Required (Beare on y, support capacity not cheeal ed): BL-B= 0.32 IN Beam Data: Center Span Lenath: I.:2s 91.0 FT Canter Spat Unbra-ced.I.en..gth Tbrj of:Reser3: Lu2-Top= 0.0 F-T Center Span Unbraced L.engtn-Bottom of Bears: Lu2-Botlom=. 11.0 FT Live Load Duration Factor: Cd= 1,00 Live Load.Deflect. Criteria: L1 . 360 Total toad.Deflect. Criteria: L/ 360 Center Span Loading: Uniform.Load: Live Load-, wL-2= 83 PLF Dead Load: wD-2= 20 PLY Seam Self'A"eight: 13SY& 10 PLF Total load: wT42= 83 PLF Point Load 1 :3ve Load: PL,1-2= 3500 L3 :read load: PD1-2= 1940 LB Location(r rom left end of span): X1-2= 1.0 FT Properties Por.Versa-'Larry 3100 Fb SP Eloise Cascade &indinii Stress. FbA 3100 PSI Shear Stress: Fv= 290 Pal .Modulus of Elasticity.. E= 20MOOO PSI Stress Perpendicular to)gain: Fc. perp= 850 PSI Adiusted Properties FU Uension)" Fb'= 3191 PSI. Adjustment Factors: Cd=1.00 fCf=1.03 FV- Fv'= 290 PSI Adiustment Factors: Cd=1.00 Design Redairernents; ControlHriq Moment: M=. v.349 FT-LB 1.t Ft from left sumo t o?span 2.,Center Spam) Chtiml i ooment created try.comoinin .ail dead loads and 1hre loads on spans)2 Controllincl Shear. Vt. 5339 LB At a distanced from left support of span 2 t eater Spans Critical shear created bV.W—mbinin-g all load toads and live leads ors spah s 2 Comparisons With ReQuired Sections: Sebtion.Modulus Moment).; 5req= 20.11 IN3 S� 49.91 IN3 Area(Shear): Area= 2_7.61 IN2 A- 32,36 IN2: Md _ l:rettia iDafledtis�ny lroo= 134.6 €N4 lup �. i= 230.84 IN4. .mar st'�'3•t�`.i"2 '�:.. ... i.i:,rk � � - 4 f� . : ; 'e 4 fib. - ..: ,, ,�` y$:;: ':;. r.;::.'• S: is :^., v,•. :Ss MOO-Loaaed meant'2000 International Building Code f97 NDSi Vec 6.00.81 5:�:Richard Sertra�d ,H�aRD r`arc?redt. URi^HY:RESIDENCF f E�-&atidw �a aE�i.,��3 arrl surroylariy: 1. ersa-Lam 3100 Fb SP-Boise Cascade S�,act►or1�dediiate Be+: .1�9..��-�, Ctsr9tr^E€t�ci�a<�t,�::�r�a 1�;a�i�;Ra�uirad 6.�9 Ir: "Section may not be readily availabie. Larnin;aiions are to: f €ly connecte d to Isro�,ride iir�3iflr� transfer flf Isads.fl a€€rn��rrik�ers Left Spar. Deflections: , Dead Load: C3Lfl LeftW 0:01 IN i?aa Load LLD-Left- 0.06 IN=L11723 Total Load: TLD-Left-: 0.06 IN=L11408 Center Span Deflections: :read Load: DI D-Center 0.01 IN Live Load, L.L.D.Center= . 0.05 IN=IJI781 Total Load: TLD-Center 0.:06 IN =Lr15:1 Right Spam Deflections: Dead Load: DLD-Right- 0_01 IN Live Load: LLC?-0i.,ht= 0.05 1N =L11723 Total Load: 'TLC)-!Righlw >i3 IN_Ld1500 Le# End Reactions(Su port A), Live Wind: LL-Rxn-A= 1622 L,B Dead Load: ;,;L-.Rxn-•A= 542 LB 'Total Load: ' L-,RxnA= 2165 LEA searing Length Required(Searn only:suppo-t capawity nct r.,h�kedl; BL-Ai- t;.73 IN Center Sparc Le#t End.Reactions(Support.a). Live Load: LL-Rxr:-B= 4634 LB Dead Load: DL-Rxn-13= 1742 LB Total Load. T'L-Rxt,,B= . 6376 LB Bearing Length Required(Seam only. support capacity not checked.y BL-B= 2.14 IN venter Spam,Right cnd Reaet:o^s Support Cy Live Load. LL-Rxn Cw 7756 LB Dead Load: DL-•Rxn-C= 3474 1.8 Total Load: 'TL-Rxn-C=: 11232 LB Bearing Lenwh Required,r3i~:ari9.;:i�€�, support.cepacity notchecked): BL-C= 3.78 IN Right End Reactions(Support E3): m Live Load: t L-#<xn-D {622 L6 Dead Load: DL-Rxn-D= 498 LB I otal Load: TL-Rxn-D= 2121 LS Bearii7q L:aripib Required (Seam only, support capacity not:checkedY. BI.-D= 0.71 IN Dead.Loa; Upl F.S.: FS.= 1.5 Beam Data: Let;Span Lenrgth: L1= 7.5 FT Let..Span Unbraced Length-Top of Beam: Lul-Top= 0.0 F`l .Lef`.Span Unbraced Length-Bottom bf Bear?; Lu1-Bottom= 7.5 F renter voan Length.. 1_2z 7•.67 FT` Center So;an Unbraced Lengih-Fuss of Beam: L.u2-Top= 0.0 FT Center Soma Unbraced.Ler:gih-Bottom o1 Bearr:: L62-S torn= . 7.67 FT Rioht Spar..Lenqt1l: L.3= 7.5 FT Right So;;tr•Dnbraced Lenioth-Top*f Elearn.: L u3-Top= 0.0 F'' Right Spar:Jnbraced L.ength.Bottom of Beam: LO-Boftom= 7.5 FT Live Load Duration Factor: Cd= 1.00 Live,Load Deflect. Criteria, U 360 Total Load Def€eL- Crites: u -240 Left.Soan Loading. Uniform Load: Live Load. t..-1= 480 PLF Dead Load: WD-1= 180 PLF Beam Sal#,Weight. SSW=° 10 PLF Otal Load: %,T-1= 670 PLF Center Spar:Loading:Uniform Load- Live Load" ;�� � � .••2= 4$Ci PLC Dead Load i ;... s �' 180 PLF seem.r9f;If Y l rigi:t: r f SW= 10 PLF Total Load: vrrl 2= 870 .PLF Point Load 1 r. 35f3fl LC3 Live Load: _i * , 4.; ?L,..2= . Dead Load: �� ... �, :.r�.• PD1.2= 194fl L B From eftela f _ <,,:>yw.:��z.... Location{ I d o span;: ;. d X;-2- 7,0 FT Right Soar Loading: - Uniform load: `.., Live Load: t i 1/4'%; ..:, wL-3= 480. PLF Dead Load. rU-3T 180 PLF Bewn Self Weight: SSW= 10 PLF Total Load; WT-3= 670 PLF Properties For:Versa-Lam 3100 Fb SB-Boise Cascade Bendinq Stress: Fb= 3100 PSI ,'�;1l t °�!: ass z��+• k' ,*� x �: t a. .�#s £ �. r 4 e< F i .. .��'e�;u i"•'- i � f ...�:�•z �,�ma^» s>�•, ax�'>r �. �... k. ,� ��e .si :f' sz =�- �u:, -ca �. TICKET# .° ��� �� ,�� ti, .>P � a : .. . � �R���ODE• V OLAT..�O . �" .:: . �,.�� � , 1 -004612 .:.c> l ,;,.t 4..B ��.....r .a..�-.s o,,„3,. ?3 e, a s,..,c x ,..`k� ,e:7'f . "s 3, ... a. �+.a.. ✓ ,'a m ,, t x i;,i .. . . 1" 4 �. 5 ,.r n. 3., �„<•, .,g, „xai., �... v `s: ,`ran fi� .,4i.,..'E �. ,..8..,fc r$ ', ,Gars ,a �, x,.., tY, „#� i < y$ k� •ask 3 € � t':< � x ,M � s,,. $..t, ss ar '�, �s i ,S �.�:.� .: ,.... ....,., ,,rs -.?s :�:..,. .' ,. :. ,:,� , ;' .s v„ •.�.«.,. '':, Y � c....r,' w `� '.� # ,,,i ,F 25,.,a � �.il ,,,t': P 1 Issued„ .0 suant,to M:�CL ap r .aa-......:.sS¢wf. .;., �..,, 'rar:$+�. �,�..,.. :.i 3'k( ... .,, .. .. ,.. 3. �`�.,say�nd.s2�'��x �. ..:.« L ".�„�:rs''8'�yg' ..,:,� r:;,x• a,.� ».. ..aL ,z,lye DATE ISSUED .DEPARTMENT ISSUING NOTICE .ISSUED BY:R HEAD OF FIREDEPARTMENT(OR DE910NEE FIRE.CODE ENFORCEMENT OFFICER(PRINT NAME) OFFICER I.D.NUMBER (] �1Cj ��) ,I � � _ ❑STATE FIRE MARSHAL(OR DEBIONEE� . {"'FF 1..i Y�t�@4/t .�. `i"��.i bt.t �P.�l ��'•q S�J r k—.•� �.cJ-ll 1 NAME OF OFFENDER OFFENDER(LAST). :> - (FIRST) '��y,J 0L--1 (MI) (A ADDRESS CITY/TOWN - ►C�(_ z�.� ��. + STATE ZIP CODE r� •ti ( �,i t`k•�+ri+-16�d+,•+1, ,��i.t� ��4':(r_• i DATE OF VIOLATION TIME LOCATION tOF VIOLATION(INCLUDE N,ST,CITY,TOWN) STATE ZIP CODE '-•� 0J l 0-1 C) i 1 (J�Ji4lL� 1�-t)R� l,. ALA tJ"f 'Zt.3111� PkA VIOLATIONS(S): Fire Code; 527 CMR (Code of Massachusetts Regulations) "Check One: _.- $, [I No specific conditions to be corrected E ❑.Continuing condltlons.to be corrected within 24 hours Warnln.gs of vlolatlon(s)only d `Conditions to be corrected by: (date) 12L)3-- 9 ❑.""Vlolatlon(s)527.CMR (ie' offense=$100. 2ndoffense-$500. . .. 3'd or subsequent=,$1000.) Description of Condition: Description Assessment -IT) Yt.Ai-0'--c �. Sec �i. ( .a-� VP.t .tr) Ct car t,<-)N'N -Ml . — G�7:'F(Ft lA-l4� t-a'?C? '��U.�.�vV'#J�'4-C>c.)ITi,.H \ n a.i i�L7�:3'�i•`�R� , Sec: C`a�Zsia .., �_ t��. f"aS,tC�,e}i�-�-a,�•a?\ IiJA�3Et���r"C'tC ~'i 2�t�v�`�; '�Z.ti'�sa�`�? , Sec: °I- JS A�+s �: "C00-1i 0 (Ok-ry1 -,�6k ItJF,Tt4%C�T� $ 4aJ.. �::«h I� Sec (t(�Ga.�nt+�C "!a $ /( C0.1A��1 FXA 1t� il3Z� t RLZi .�l�i c,— ttI)Z9 �d`1 @-A--eU..)Xk -R7 C�>o-tG+`t LN-n ayyA,k0 Y `� � r,c l� CaF $ ) \ ��s�tC�t�_ Jszrtt:( -1)0 `.C)%L. SvpAl,"; -rA-k)o. 'i ! -?A0(- -�,k 'DUr-i CK -VOA '`�ftliG�E7L'�46l.tih��( Report Attached .0"Yes ❑ No Total Arnottnt Due ,J' f $ IAa?C 1� YZdCEtiS CA? t7 1 �7 Cf�M�S01 Vj'>Lk �3XjY2lA�C,OiPI' This is a2�dor subseq uent Date(s)of prior offense Date Offense r ' ( ) p Offense(s) w ?i'd Sv 3'SECl -to OFFICER CERTIFICATION: :l certify that l am authorized to issue this Massachusetts Fire Code Violation Notice in accordance with the prbvision"f M.❑ GI have dewered afurther certify that(check one): t py of this violation to the offender,or the offender's agent at the time and place of the violation CD Signature of offender or agent of the offender upon receipt: Name: _ Date: ' ❑ Check here if offender.refused to accept delivery(Note:Whoever upon the request of any local or state code enforcement officer refs s to state-jhis/her name and-address"shall be punished by a fine of not more than$200.00(M.G.L.C.148A.) ------ ----- ------------------------------------- -------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------_--- copy of this violation notice to the offende - r I have mailed a, r at the offender's last known address. 4 r ❑ I have delivered a copy-of this violation at the offender's last known address. �_ .<. •rc �, E r� � ,: .. , OfflcerSlgnatuXe ❑ Address of mailing.or delivery:' t.Q,x1_ tk), ,rt_Ly-- �� 0' 1i�.?�bi,� r"StiJ%&JG U3. a ffi O_ 0 MAKE PAYMENT OR REQUEST AN APPEAL TO:. $ #f g a,a TIM ' � wo 1411. (PLACE LABEL HERE ` ` Y � VEtISEIs � IT a� 'Y�;����'8�"� ,�^1°s'�sS.a�BY$�r �g�'1•� ';, t 3 f _y Assessor's office(1 st Floor): ��/ � Assessor's map and lot number Board of Health(3rd floor): Sewage,Permit numberAU3T ., Engineering Department(3rd floor): a �,. 4br '.^ ru House number. { "' sr, ,� au , ✓��a}9• Definitive Plan Approved by Planning Board i 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only ; A;P P R 0 V E'�OWN OF RARNSTABLE BBnst le Conservation Com is I L D INSPECT R igne OR E MVaTt� / e i TYPE OF CONSTRUCTION 2 ! i 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location I 7 3 . W , I ' G w Z-,) u C-e_ KA zu-s$. Proposed Use Zoning District I� ` Fire District ` Name of Owner 14 enn F. �l r GC s P e Address S 6L VW 1 Name of Builder 11 n `e Address Name of Architect j�fl re iJ GG VL�� g2 �-Address Number of Rooms aou 6 6t:s:� Foundation A)/A Exterior "`'� Roofing 12L Floors Interior �J 0 47 USL Heating U Plumbing t Fireplace Approximate Cost µ' Area Diagram of Lot and Building with Dimensions Fee_ �p OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS f I hereby agree to conform to all the Rules and.Regulations of the Town of Bar s le'regarding ve constructi i Na e Construction Supe isor's License HENRY L. MURPHY, JR. TRUSTEE l No 3 4 2 7 8' "permit For Ado 2nd Story S ngl'e•"' 90 Tamil Dwe -din �- "• _ _. _ ol `1734Villiw ,Run Drive r Location40 s ,T Centerv,,l,e Henr = L: Mr h Jr. Trustee r �QWner+ r u.. Type of Construction Frame Plot i Lot 5 4 ;,• 1� 1 - ; •Y ' f Permit Granted, 'Apr i l J 9; -119 91 Date of Inspection ';19 17 Date Completed 19 --s { i ; • i f t r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER 'LICENSE EXEMPTION Pleasetprint l J DATE t :JOB LOCATION aA1 Number C e.c, r Street address Section ., Owl� , HOMEOWNER"' Name 7�/ _ Home. phone •! 1 W ork phone PRESENT MAILING ADDRESS 1 1 i j fy„ � • t1 State l/ The current exemption for homeawners Zip code dwellings of six units or less nd to auras extended to include owner o dividual for hire who does not allow such homeowners to en ecupied acts as su ervisor, possess a license gage",an .in- provided that the owner DEFINITION OF HOMEOWNER: Person(s) who owns a side parcel of land on which he/she resides or intends to re- on which there is, or is intended to be attached or detached structures intended A person who constructs more than one home • a one to six family dwelling, consideredaccessory to such:use and/or farm structures.• a homeowner. . Such " in a two- on a form ac �. homeowner" shall submit atoptheoguildiri shall not ibe s C ptable to the Building Official, for all such work ertorthe under the f in that he/she shall be res g Official '. The undersigned ned ermit. (Section -lpg.1.l�nsible _Build 'u n g '!homeowner" , • g -Code and other"a assumesm•responsibilit - ::: . v • , applicable codes Y''for"comp liance The undersigned by-laws, rules and re with the Stat Barnstable ned "homeowner" certifies that he gul-Town s. and that he/she Building Depar ment minimum he/she understands the= will co y with sai inspection procedures equiref. HOMEO cedures and re and requirements WNER S SIGNATURE irements. APPROVAL � � • OF BUILDING-OFFICIAL- Note: Three famil to comply with y :°dwellings 35 000 ' State Building cubic feet,• or - g Cod sect.io„ J27, 0 C larger, will be required onstruction Control. 1 'HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing rk for whih a building permit is requi ed s all be exempt fro ' the (Section 1'09. 1,=1 - icen'sing of ConstrctionpSup r 'isors) ;ons of tprovidedidhat if Hme Owner engage, a person (s) for hir to do s c work that shall act as supe v' o , " , such Home Owne) May Home Owners wh o' u e this exempt'the responsibil ties of visa (s are aware that the are assuming for icensin supervisor (s . e A end x Q ofte g on Supervisors Se Rules and .Regv°°�.ations results in seriou ion 2. 15) . ThiI lack of awarene: urilic sed s P bless, part ' cularly when the Hoa Owner Tres inlice p sons. In ?this `case our B ed rson as it lould i.th lice ed Su ervisorceeThgHinst ..t e ; as super is r is ultimate` /n Home- 6w fly res onsible. der actin To w ensure at the Home Owner is > ' Comm he 11`y a are f his resnsibil ies equine, as part of the erm t a , ,mar.. certify that a/she unders and they lication, . tha the Rom Owner last p ge of t ' s issue is a form e/ sP lsi ilities' of a •s pervisor On the care o amend an adopt suc a form/cer ficktionbforeuseaieour,co ou may Y unity. �r I Ile Assessor's offioe (1st floor)- *THE Assessor's map and lot number R,al.6...... Board of Health (3rd floor): SEP71C SYSTEM MU Sewage Permit number ............ ...... INSTAU"EM BARNSTABLE, Engineering Department (3rd floor): A,— um?wl— 6 . House number ......................................... ENVI� of. APPLICATIONF P S P 9RO1j!V EjP D':30-9:30 A.M. and 1:00-2:00 P.M. only TOWN A rn table conservatioX s ons"I'", N 0 F BARNST ' LE Sipe(% M1 LDING INSPECTOR APPLICATION FOR PERMIT TO ........ ................................................ tz TYPE OF CONSTRUCTION ........ . ... ................................................................................... A Ip TO THE INSPECTOR OF BUILDINGS: ...... ...14...................19.E.3� The undersigned hereby applies for a permit according to the following information: Location .....13-7....... .......................................................... 511464e Proposed Use ............................................................................... .... ....... ZoningDistrict ..........................................................Fire District .............................................................................. Name of Owner ....a,ymm-w.j Name of Builder ...... A�, ..... ...,.....Address ...:30.....Q.T... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .....[0.....................................................Foundation ........................ Exterior 14Lf-o...C(z(V, C(-h F/R P 9 D......................Roofing V:JAW ............................................................ Floors .........Interior ..................................................... rrr Heating ...................................Plumbing ... ...R. -C........................................ Fireplace ...4zx I 51VkJ,7....................................................Approximate C.Ist ... 0(00...................................... Definitive Plan Approved by Planning Board -------------------------------19-------- - Area 11 . ... ... ....... h Diagram of Lot and Building with Dimensions T ....................... 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 the Town of Barnstable regarding the above construction. Name ... . ................................. Construction Supervisor's License ........ MURPHY, HENRY L. , 3 ....... ..No .....264.3.. Permit�xfor .. Renovate. ...Bn1arge Single ...Fa-iftily 15'we 11 i ng.......... ..................... ...... 4 173 tWiho�v� Run Location ..................... Ceifte Re ............................ .................................. H M+P�ly........................ Owner ..... Type.of Construction!4" ?kMA1...................... ................................. Plot ............................ L ................................ �n Permit Gran*ed .. February4 , 19 89 ...................................... Date of' Inspection ....................................19 Date Completed ......... .......19 WAS /f II(o REFRAME ROOF SECTION ' . - RE-FRAME ROOF SECTION [ 1 RL :n EUR MET] it 1 u . TF ar ,. f _ Up) n I(i, -_ - _ r.•:I( r,it -- tC,>� r r--„ ��I —. —_ - « .r tt Z U) F??JIVI ELEVATION SMOKE DETECTORS RIEVIEW O t, SCALE- 1/4" - 1'-O° '- e — — BL BUILDING DEPT. DATE F � to FIRE DEPARTMENT DATE i BOTH SIGNATURES ARE REQUIRED FOR PERMITTING �} . 1 1 r. - - ,. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE sNE1T -Jos: mIs DRAWN B7: KW . ;�DATE: II/20/07 , x it _ o r'4 qq _ _i — ri 1( ADDITON ABOVE j( ADDITION ABOVE EXISTING FIRST STORY I c EXISTING F RST STORY 00 IJ { f li,l)j c>> « --_— z •_ - — — — ----- �f-1 �� ire C it 11 iiii [III I - o L III 1HU I M 11 TO lu [—_]i [—Ill au U) -------------- lu z Y. ADDITION' gr=Ag ELEVATION. lu SCALE: 1/4" . 1'-0" 1 - 55 GRAW�1 BY: KW . i DATE: II/,,W/C7 11 ADDITION RE-FRAME ROOF SECTION - 1 REFRAME ROOF SECTION .2x0's 16"O.G. 1 IO's 116°0.C. ` - _ (f• .2x10's Ib"O.G. ADDITION 2x8'a I6•o.c. l5) I10 I_IAl - � u 60 - tuu.l (rlj v _ IIE-- - : — -LD -� -, I . FT ADDMON • 1�1 - l LEFT ELEVATION RIGPT ELEVATION IL SCALE: 114' - 1'_O SCALE: 114' V-O" t . SHEET AB DRAWN BY: KW . DATE: it/^O/071 12'-4' !I 24'-0• i6'_5• 5'-11' .4'-4`. e T_e° .T_8• 4'-4' T-6' 8'-O° 00 10.66 10 E �l PW 2966 O � _ 29 3/4'w66 3/4• , LARRYS DEN GREAT ROOM AWN V!) y 3 1/2( A I IOfcGQ ABOVE FLU54 �r ! �2) REF. a i �P F'EDRCOM #1 )1 1 ) �'ST[NG �STs 21 — ) o FIRE ^ Rioll Mill'v t^1J cc Mo 10001 LILD ° (3) 9 114' LVL AF 1 { `r a I o PI"D 21-53 -=--- Fxlsnnw ----_---- _ V2' n am ABOVE ., 19' o' la to w 2"3/4'xG3 3/4' - 24 PTO 29.54 1 GARAGE KITCHEN III ( ATE #1 REF. Ill COt, a CD DINING.. _I( ER ovov , �J I IIi z rill �� mi g • yl�i vkan 32PANTRY aA; iBB i .0 PO wto D ol so SWEET FIRST FLOOR PLAN • SCALE: 1/4° I'-Q" 1051 0715 I DRAWN BY: KW . 9 DATE: It r _ (� l 12-Ip• 23'-O• 16'_p1 - `,C/.�</] ���( _ - 6'_5• b'-5• � 11'-6• II'-6° 8'-O• g'-O• I �I R (�r� — Jf o t� 0,,) . II - 'r NEW RAFTERS ,i. - ABOVE — —23' ,_ _ (o o� ri SITTING - — -� ABOVE NEW RS EALCONY VL FLUSH ROOF U r 3 irx a�VBRM- Ts 36 3/4°x29 Sbe }�fit g ] t� •- _ - - K — - - _— EXISTWG RA offo. ABOVE 6 II• 1 W n '�� �Ir, � .STUDY c wALr,—IN_ MCKS MASTER L 2PTO 2RE8 •,.. ''.. m (�11 , - - ` n .. t1 In 211 LINEN 2� 5 r 1 �Will 111111111111lu at 21fi n, MASTER' TH �p BUILT-IN WA C-Il'1 l�` \ /" fl1 C C. x 2� ,d' 1i3�i.. ,' �i _ lu I (-!;_� � ' � LAUNDRY �. s ATTIC STORAG� 9lq .. SEAT a3 - 4' KMM WALL 1 .. + a+,na, „x:. van. ..,..w, s z,,.w'a. ...>~. .,•s.a,na.,_+a,,x:;�s ;n^':r�.._ ::..,:a, .y a a Dop MEN! DON MER 3.1/2.311/2s 6/I6ol Ts cm N €li& N pR . DORMER 6,�, Ip,�, - r-O• - 12'-2' 12'-2° SWEET =EGOND FLOOR PLAN 0715 _q SCALE: '1/4• I'-O° DRAWN BY: KW DATE: II/20/07 i a cJ) `A •J _ I A / I Ir � a (mil �l]rIj h : 0 _ I] I ---------------------- VENT L Sd& YEN'TI - - I VVI CONTINUE WALL MATCu EXISTiNG.F!RST jFLOCR v I I��1 0� - • ; I ro'x I L r • IG° GCNT Mucus FOOTING 3 I ------------------- �` I IN t'-1ELD � :._ .. i- � tUJ NFL v - -- — GRsa W L SPACE ..- - YAPM BARRIER - ( 1 0 _ -CRAWL SPACE ru ro w TO sTL B" - sTL am Ni pp 1 f_i LI n t u. N LI r EXISTING EXISTING. / �j( i t6°O.G. EXISTING 0 `i7f13T1NG 2x1 m ZxlO'e IQ'm ZK tb"QC. AL16N UNDER POST I?LSaN ®tG°O.C. 8 9 16°O.G. - - - ., _ MR .. .Q ROKCVE EXISTING - I t FIREPLACE AND REPLACE- - Q Q Gr7JTc'Tt GR'� a EXISTING _ Q d Q. �— -9' i �r . GARAGE .. � EXISTING - EXISTING -.. lu Iryo� G U SPACE CRA.W.L ,.,P.1.GE a CRAWL ...P4C� i i$1'6 9 IIV DIA. STEM-COL:JMN 0 . ... 3o°x3o°xtY CONCRETE?AD .. ALIGN UNDER PEST DGV44 - . 0 fl- o i PORcw TCN a Bala 13kL5E Tc>•I I I L J 1 vERIFr iw FIELD Si+EET I EQUISIDATiON PLAN scams: va° ., jog: 0715 1 DRAWN BY: KW j DATE: 11/20/07 " i 71 I .-1 lr , w02) r (N �I FF E-1 Gov" i ,YR fMO FA 12 Ws" PLYWOOD SHEATHNG, ASPHALT,514INGLE3 11) R30 F.G. INSUL. i U 12 °HURRICANE CL P° l-� �__� 11�t7 ,. 1 ----- - - -. TYP_ SAVES' f7 FASTENERS AT ALL IxS FAr�CIA /tx4 SECOND ME1 R I/Y GYP. $QARD F RAFTER/TOP PLATE Mom, ( _ - r d I�(n) a - IXS STRAPPING\ ?: —_ CONTINUOUS VENTING SOFFkT O nl JLIPlCTIONS'TYP. ' .. .. 1xe'FRIEZE 9D. W/ EI£D MOULDING i FLOATING DECK I ;=1 L ul ILIL� ADDITlOP! aiI ' a - RUBBERSRO UND ATWING EtdT ®° PLY 9H THING IIo �Ji - 3/ T-+aG am WreFLcoR— �a 2x& EXT. STUDS 0 2W O.CJ NAILED 8 GLUED TO.3015Tj V R19 F.G. INSUV In' PLYNCCD S EATHING/ � . - = TURESWCLD ++ TTVEK WRAP/W.C. SHINGLES N04 2xI0's® 12"O.C. e ' ISO FOAM INSULATION ` STL em Ix3 STRAPPING— �I _ c j 1/2' GYP. BOARD V-I f 7YP_ 9(T'ERIOR WALL li ml 2.v&EXT. STUDS 9 24' O.C./ - - b" Rt9 F.G.•-INWJL✓ EXISTING 1/2 PLYWOOD SHEATHING/ .. . a. FIRST F!_(X'R. •ml : i j..l GREAT R 'GOM FI TYVEK WRAP/W.C,.SHINGLES 3/4"T*G O�3L'BF1�OR—'I/- - I Itu NAILr'D A GLUED TO JOIST,i - - -_ _ i -• D[ISTING 2xl s® I6 O.G. - IOb 0 I6 O.C. = RI DGED FOAM INSULATION'._ q•� 2x (2) 9 1/-,"LVL 0.-S - ( - •i MIL VAPOR 8ARRI lu IL 111-i - TYP. FOLlNBATION WALL '� I - L-j - I�II` P.T. SILL AN04ORM 4'-W O.C. t l.P 0"x46" CONCRETE WALL '-. DAMP PROOF BELCK GRADE to 7 - f0'kI6" COVTINUOUs FOOTING ADDITION SECTION "B" SEC710N "A" SCALE: 1/4" I'-O" ` SCALE: 1/4" > 1'-0' ' SWEET jcB: DRAWN BY: KW DATE: 11/20/07 TP r i ASSESSORS REF.: t \ Map 210. Parcel 65`d: 66 I _ter p a3217a ce / ,Yt /o • _ B =2 titi�� - OVERLAY DISTRICT ge /` AP Aquifer Protection.District Caic — — — _ — As Shown on Plan Entitled ` �nD^ `•Revised Groundwater Protection Overlay Districts" Apn7, Stone Ret W.11 &ickik, — \ 35— - � ,` LOCATION MAP: FLOOD ZONE: Scale: 1' = zaoo f / ,r c7 i .•" .......................... \ -.-.-��•� � ..-- � zone B dt C (see plan). �cp / — ` Community Panel No. ZONE: _ \ ' back RD-1 August 19. 1985 Reek Area (min.) 43.56d SF ki o 3: \ \ Fronta a (min) 20• k a o- = Landward'ed a of proposed meadow elevation 37 2` tp g P P Mfidth min) 125' 03 cc o: PROP Mown times a year to height of 6 inches. Setbacks: OSED ADDITION / Front 30' w O R EX. DECK e I ` Side 10' c �173 W DECK A60VE c c PROPOSED 2N 3° ` 1 Rear 10' l/ :a I ` Wood owellny FLOOR GABLES DIRECTIONS: =tv Fist Floor PROPOSED : I From Hyannis — Take Route 28 towards ( (( 'O�3R92' PORCH / I Centervale; Take o right onto Old Stage Road and then Hill Road Take 6rrsst rig S flying right onto Great r PROPOSED 1 _ Marsh Road and then second left onto haJ 35 '� In: l 1"n / IWllow Run Drive; House is at the end. t35— ........ / //� Roger S. &Ann L grown 1 5 1 / j/ / �P`�N OF M g SS Stone Drive 1 _ � — — 4c, PETER yes - � ,, �, SULLIVAN { R ��_. — .` / l — CIVIL '7\9r'L \,\o I ty --Fd3e of -----_- ---_ House No.29733 utai Pole Q�.G ' Benchmark: Top of Angle Iron(fnd) / - : Revised Plan Submittal Sheet E1.=36.76' (NGVD 29) / -: - sE3-4683 o� c Applicant's Name: Anne R.Murphy ti�o Project Location: 173 Willow Run Drive,Centerville _ This project was before a Public Hearing on 11/13107. i 1 NmEs vrevARM sort srwP,wty er. site Plan `) RW,Mmody;S. I E e,ea,ew&r'°'°" '"i,rm me Anne R. &may Sullivan t>gltoeering, nc Capes� proposed Addition ,- z)n.eavew<orw►.rae.rxo..a eAEeYra 173 Wow,Run Drtvw Qu r: aaex� orc.+9 w ausse At o w.e an en Ru o sre`er p.a�.d m COnterMlk IMA 02= ear>v.oN(aoort.no r rso gar-anr ado "M.. o e.e..o o�lur/bs sect m/.Yv/bZ � - .a..n..� ..........•. 173iWillow Run Drive a 7 Sar ii able (Cen terville) Mass. b SJ Ar drhrw vid i Nr.UD.71q a R.a meu, 0�.l�G P�RIRr/�p� h "`"'��'b"` �' a 1e p Rr:.� roN a �2007 scue Revision:November 14,2007 Add mitigation meadow we MW ua+q i care ' I . NOTES FOR PROPERTY (LINE INFORMATION SEE BO0K111713 PAGE 331 AT _ Q� THE BARNSTABLE C UNTYyREGISTRY OF DEEDS. FOR PROPOSED PIERiSEE SE3-4776 SOUNDINGS BASED ON NGVD'29 DATUM,A FIXED MEAN SEA LEVEL DATUM. LL UET GRE GLOW RUN DR WI WE QUA'Q AT MARSH R� PROPOSED SEA`'ONA` LOCUS PLAN PIER :F SCALE 1 25,000; HYANNIS' QUAD 8�5 Ol / I -�SEDGE Q {' N/F HENRY L.MORPH Y✓R.,TRS �u P. TING- .T - O.BOXM ~ EXIS , HYANNIS MASS, W - DWELL - - - -- �. 0 3 W EXISTI SE q W r°n ,f DOCK SE No Itl 3 LICENSE. Z LNG' 2528 / 2 ( pPlw_ - r �¢TO W I LLOW RUN DR. CERALL SITE PLAN LE. � _ 40' 40 80ft:' Zip OF, I K TF.R s - �' S1! N 4 s S.H E ET I of 2 PLANS ACCOM AINYING PETITION OF f ANNE `MURPHY" 17,3 1NI L ':RWN DRIVE CENT R. ILLE MASS.; , FdR CONSTR ; CT I G 8i A�AINTAINI NG A , SEASONAL'PIIR' i„ IWEQUAQUET;'LAKE ; [3Et M E�F2 17, 2008 SULLIV' N NAG; INEERING INC; 4STER ''I LE ,MASS. I } SHEET 2 of 2 MURPHY - M CEN.TERVILL1, , ASS.> SULLIVAN ENGINEERING INC. OSTERVILLE,AMASS. DECEMBER 17,,2008-. \ _ \. 0 m Dom.. g Z r Ap, m N SULOYAi'V No. 29/33 v La W ,a o . Ln -a At !,O 00 , v �^ r w 0 o0-4 z70 z c.� • z m_,� 4 tih m 0 4j. f � o� }�o,�_ •}gyp. } - rl� A40 ti }�O }�\4 } • 1 a o 9 o Ln wI 9h },�0 50. ?OTAL v , - _ PLAN VIEW ! SCALE: I = 2d A - , 10 20. 40ff. 50' TOTAL IO, RAMP ,: 5 BENTS , (a7 8�.-0� _ 40' 4� s ..... ELEV. 35.5 :1, ELEV..33.5 EXISTING . GRADE aJf�r r E T_ELEVATION Sc B 0� b 10 20ft. a o - i !