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Building '.i'',°*'..,,,,'':::,:tA:- P ' > R P sstTedhUn fr dm aT�l n`a tectisoVris�baIe eeon MtteStrat� U pProedlansVyus t�b Re#a�nd o J�ob�a cthi .stard �eKe t ePermit, Whera ITfcate Oceup-aii sRe�l" red,�suc Bu.ldm sh all NotbeOccu redemnt�i a Fnat l.�nspct�onhasbee ad '`--,rt �:. � *u4wl �: ? <c Permit No. B-17-3181 Applicant Name: FORAN,PATRICK J&MELISSA S Approvals Date Issued: 09/21/2017 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 03/21/2018 Foundation: Location: 117 DROMOLAND LANE, BARNSTABLE Map/Lot: 334-030 Zoning District: RF-1 Sheathing: Owner on Record: FORAN,PATRICK J&MELISSA S .' t� Con ractor Name Framing: 1 Address: PO BOX 839 ;k i .o:44ntrattor 41cen5e , 2 EAST DENNIS,MA 02641 - 'AI- ._.. . . <� : Est ProJectCost: $0.00 Chimney:y Description: install an 8x16 shed Permit fee: $35.00 Insulation: Project Review Reg: install an 8x16 shed ', i e Paid $35.00 iIIIII!V 9/21/2017 Final: Rough Plumbing:f a a Z _ S m 91:1,Building Official" . _ . Final Plumbing:h ._ �.This permit shall be deemed abandoned and invalid unless the work authorized by his permit is commenced within six„onths af, ,,,.,suance. Rough Gas: All work authorized by this permit shall conform to the approved applicant and'thetapproved construction documentsaforwhich this permit has been granted. g All construction,alterations and changes of use of any building and st tires hal Abe in compliance with the local zoi*by la and codes. , Final Gas: This permit shall be displayed in a location clearly visible from access street or rroad a id shall be maintained open forrpub(ic inspection for the entire duration of the work until the completion of the same. `' (( -.4 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bui dmgand Fy�re Officals are prou�ded on this permit. � s � � � �� , Service: Minimum 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.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 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 Town of Barnstable F*THETati Regulatory Services 3t914�t I PT ss,. °� Richard V. Scali,Interim Director • '" ' "B'E ` Building Division SEr 16 2011 v i639 ,0`t A Torn Perry,Building Commissioner r. 1C�f 200 Main Street, Hyannis,MA 02601 TOWN �� A ` r,BLE www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# /3 -/ 7 " 3/F/ FEE: $ 3 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 1 "1 `Di<e.)01,o\Una \c Currw-ncq 1 6(. Location of shed(address) Village CP c �-�- C)C Mut - 33c ZI ( c Property owner's name Telephone number —33y 0 Size of Shed Map/Parcel# c/Pcil 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) AAA 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 r a.tv e le:ca,1 c o,,,re f • C 1- A r f `7 . pijp /2;7 °r \\0, Vo rn � .' C \ 3 . a \ �1t j0 \?` as \c� �' \c\ • . \ \ 0 . kJ', . \ \ / . tz\ \\ I P. Ct r f \ 5� t,d s. _l i -, .„ 0:1 .,� ., 4.> (sac? ..• �� 53 N' , / ...r ` � . t. \ CERTlFBED PLOT PLAN :.. \ ,.& � \ ` SCALE /"=(o o ' DATE . .s// / -r. \ PLAN REFERENCE e F//vim .107" ''/o;�„ �``. S///.u.2/ 6/1J /'. A4Y. ..e.4 P h'. 33e. i f 1tr • I CERTIFY THAT THE X/ ! .41a JG .' `i SHOWN ON THIS PLAN IS LOCATED ON THE GROUND J AS SHOWN HEREON AND THAT IT CONFORMS TO THE P i. SETBACK REQUIREMENTS OF THE TOWN OF �� "��''`'' � .`-':'~ Qt-4.(e././.S,T. 9. 445 /?2R WHEN CONSTRUCTED. DATE /`»' / /y88 Y / .,-nf .S y-- REGISTERED LAND SURY OR PE727702.Eie — ra cE, -/ //csFd2D �� Town of Barnstable Building 'r 5�., '.' .. ��.c� .� .,., .'�,� .;:�� �`;,'.P' % iN �i � •� °f i/f,��. „.7 4a�. 11 r,:. .,, f.. 2 8. � :Xe,:. � � �' g Post This Card So That it-is>°visible:From the Street.4,A roved Plans:Must%be Retaibed on Job and this.card�.Must be Ke t a>,. Posted Unq. til Final Inspection Has-Been Made 90if ,, f:,. ' R Where a,Certifi ate ofiOccu anc is:R uiredsuchBurldin shall Not be'Occu red">unt>l a�Final='I`ns ectionhasbeenymad�e � .: Permit Permit No. B-16-1903 Applicant Name: Dewitt Davenport Map/Lot: 334-030 Date Issued: 08/12/2016 Current Use: Zoning District: RF-1 Permit Type: Addition/Alteration-Residential% Expiration Date: 02/12/2017 Contractor Name: DEWITT P DAVENPORT Location: 117DROMOLAND LANE, BARNSTABLE Est Project Cost: $39,928.00 Contractor License: CS-012060 Owner on Record: FORAN, PATRICK J& MELISSA S Permit Fee `h $253.63 Address: PO BOX 839 ( �,,$253.63 � Fee Paid EAST DENNIS, MA 02641 �'' /` Date. 8/12/2016 Description: Construct 24'x 24'addition above existing garages i �; t .Gcy f oy ::.: At i.;44i1.4 (note:see email attachment stating it is an office ss�ea}�, �_ � % s Project Review Req : Construct 24'x 24'addition above existing garage (note:see email attachment stating it is an"office sshea) i !1 Building Official 4: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si ionths after issuance. 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'be m cr mpliance with the local zoning by laws.nd codes. This permit shall be displayed in a location clearly visible from access street or.road and shall be maintamedkopen for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Buildin n g ad Fire fficials are provided on'this permit. Minimum of Five Call Inspections Required for All Construction Work PS:',..",, ,= ,," i ,*�, ,:O, ,Ts, ,:`, � " 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.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. ` ' '6--- "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). F 1).-7.-1.— S E. rr Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT • MACINNES CONSULTING. LLC PO Box 1182, East Sandwich, MA 02537 (508)274-2091 shawn@macinnesconsulting.com July 27, 2016 Amanda-Clare Cunningham bCO -� A.M.P.M. Design PO Box 586 , West Dennis, MA 02670 3, a' CD rn RE: Framing Design ,a-7rornoland Lane BarnstaLle, MA Dear Ms. Cunningham, This letter is in reference the proposed steel and wood framing for the plans titled "Bonus Room 117 Dromoland Lane Barnstable MA" by A.M.P.M. Design. Attached with this letter please find the design calculations for the garage steel beam, garage headers, second floor ceiling main beam, ridge beam, dormer ridge beam, and associated columns. As designed, the framing meets current building code and wind conformance requirements. Please contact Vlaclnnes Consulting if you have any questions or require additional information. Sincerely, `Ili0 !L7,vie0010 01 . �` SHAWN o` MacINNES U _ Ui CIVIL�. 0.41326 F STc" S`'ONAL E�1' Shawn Maclnnes, P.E. License#41328 All Cape Insulation & Su ppp y 1 Inc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor:Pat Foran Property Address: 117 Dromoland rd Barnstable Ma Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 8.25" 580 R30 Garage Ceiling Fiberglass Batts Owens Corning 12" 580 R38 Ceiling Fiberglass Batts Owens Corning 3.5" 580 R13 Ceiling Fiberglass Batts Owens Corning 5.5 700 R21 Exterior Walls Fiberglass Batts Owens Corning Fiberglass Batts Knauf Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe 'Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: (_ Date: %2``4 Home Improvement Contractor Registration #162656 Tr# 282518 NOISI IG Z .i O t Office: (508) 394-5700 • (800) 626-9276 • Fax: (508) 394-2220 Project: 117 DROMOLAND LN page Shawn Ma lnnes PE / Location:Garage Steel Beam Maclnnes Consulting Uniformly Loaded Floor Beam PO Box 1182 of [2012 International Building Code(AISC 14th Ed ASD)] East Sandwich,MA 0253 A992-50 W10x88 x 19.5 FT Section Adequate By:520.6% Controlling Factor:Deflection StruCalc Version 9.0.2.6 7/27/2016 9:25:14 PM DEFLECTIONS Center J,OADING DIAGRAM Live Load 0.10 IN U2321 Dead Load 0.06 in Total Load 0.16 IN U1489 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4680 lb 4680 lb Dead Load 2613 lb 2613 lb Total Load 7293 lb 7293 lb Bearing Length 1.49 in 1.49 in BEAM DATA Center Span Length 19.5 ft — Unbraced Length-Top 0 ft 19.5 ft STEEL PROPERTIES W10x88-A992-50 FLOOR LOADING Properties: Side 1 Side 2 Yield Stress: Fy= 50 ksi Floor Live Load FLL= 40 psf 40 psf Modulus of Elasticity: E= 29000 ksi Floor Dead Load FDL= 15 psf 15 psf Depth: d= 10.8 in Floor Tributary Width FTW= 6 ft 6 ft Web Thickness: tw= 0.61 in Flange Width: bf= 10.3 in Wall Load WALL= 0 plf Flange Thickness: tf= 0.99 in Distance to Web Toe of Fillet: k= 1.49 in BEAM LOADING Beam Total Live Load: wL= 480 plf Moment of Inertia About X-X Axis: lx= 534 in4 Beam Total Dead Load: wD= 180 plf Section Modulus About X-X Axis: Sx= 98.5 in3 Beam Self Weight: BSW= 88 plf Plastic Section Modulus About X-X Axis: Zx= 113 in3 Total Maximum Load: wT= 748 plf Design Properties per AISC 14th Edition Steel Manual: Flange Buckling Ratio: FBR= 5.2 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 12.93 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 9.29 ft Nominal Flexural Strength w/safety factor: Mn= 281936 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 12.93 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 130680 lb Controlling Moment: 35553 ft-lb 9.75 ft from left support Created by combining all dead and live loads. Controlling Shear: 7293 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Moment of Inertia(deflection): 86.05 in4 534 in4 Moment: 35553 ft-lb 281936 ft-lb Shear: 7293 lb 130680 lb NOTES Project: 117 DROMOLAND LN page Shawn Mes Consulting ng / PE Location:GARAGE HEADER Maclnnes Consulting Multi-Loaded Multi-Span Beam PO Box 1182 of [2012 International Building Code(2012 NDS)] East Sandwich,MA 0253 (3)1.75 IN x 11.875 IN x 11.0 FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:74.7% StruCalc Version 9.0.2.6 7/27/2016 9:27:37 PM Controlling Factor:Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN U1187 Dead Load 0.11 in Total Load 0.22 IN U605 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1700 lb 1700 lb Dead Load 1672 lb 1672 lb Total Load 3372 lb 3372 lb Bearing Length 0.86 in 0.86 in I BEAM DATA Center 1 Span Length 11 ft Unbraced Length-Top 0 ft 11 f< Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf Versa-Lam 3100 Fb-Boise Cascade Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 18 plf Bending Stress: Fb= 3100 psi Fb'= 3104 psi Total Uniform Load 18 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-CENTER SPAN Load Number One Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 3 lb Comp.-I-to Grain: Fc- L= 750 psi Fc-1' 750 psi Dead Load 3143 43 lb Location 5.5 ft Controlling Moment: 18268 ft-lb 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3372 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 70.63 in3 123.39 in3 Area(Shear): 17.74 in2 62.34 in2 Moment of Inertia(deflection): 290.43 in4 732.62 in4 Moment: 18268 ft-lb 31913 ft-lb Shear: -3372 lb 11845 lb NOTES Project:117 DROMOLAND LN page Shawn Mes Conses,ulting PE ng Location:2ND FLOOR BEAM CARRYING CEILING JOISTS Maclnnes Consulting Uniformly Loaded Floor Beam PO Box 1182 of [2012 International Building Code(2012 NDS)] East Sandwich,MA 0253 (2)1.75 IN x 14.0IN x 24.0 FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:32.5% StruCalc Version 9.0.2.6 7/27/2016 9:28:47 PM Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.56 IN U515 Dead Load 0.35 in Total Load 0.91 IN U318 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1440 lb 1440 lb Dead Load 892 lb 892 lb Total Load 2332 lb 2332 lb Bearing Length 0.89 in 0.89 in BEAM DATA Center Span Length 24 ft Unbraced Length-Top 0 ft 24 ft- Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 10 psf 10 psf Bending Stress: Fb= 3100 psi Fb'= 3047 psi Floor Dead Load FDL= 5 psf 5 psf Cd=1.00 CF=0.98 Floor Tributary Width FTW= 6 ft 6 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-I-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Beam Total Live Load: wL= 120 plf Beam Total Dead Load: wD= 60 plf Controlling Moment: 13989 ft-lb Beam Self Weight: BSW= 14 plf 12.0 ft from left support Total Maximum Load: wT= 194 plf Created by combining all dead and live loads. Controlling Shear: 2332 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 55.09 in3 114.33 in3 Area(Shear): 12.27 in2 49 in2 Moment of Inertia(deflection): 604.23 in4 800.33 in4 Moment: 13989 ft-lb 29035 ft-lb Shear: 2332 lb 9310 lb NOTES • Project: 117 DROMOLAND LN page Shawn on Location:CEILING JOIST BEAM COLUMNS Maclnnes es Consulting tingng Column PO Box 1182 of [2012 International Building Code(2012 NDS)] East Sandwich,MA 0253 3.5 IN x 3.5 IN x 10.0 FT tL- #1 -Hem-Fir(North)-Wet Use Section Adequate By:99.4% StruCalc Version 9.0.2.6 7/27/2016 9:30:05 PM DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0 IN=Ulnfinity Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 0 lb Dead Load: Vert-DL-Rxn= 24 lb Total Load: Vert-TL-Rxn= 24 lb HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 2332 lb Total Reaction at Bottom of Column: TL-Rxn-Bottom= 0 lb COLUMN DATA Total Column Length: 10 ft Unbraced Length(X-Axis)Lx: 10 ft Unbraced Length(Y-Axis)Ly: 10 ft Column End Condtion-K(e): 1 Axial Load Duration Factor 1.00 to ft Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #1 -Hem-Fir(North) ease Values Adjusted Compressive Stress: Fc= 1450 psi Fc'= 338 psi Cm=0.80 Cf=1.15 Cp=0.28 Bending Stress(X-X Axis): Fbx= 1000 psi Fbx'= 1148 psi Cm=0.85 CF=1.50 Bending Stress(Y-Y Axis): Fby= 1000 psi Fby'= 1148 psi Cm=0.85 CF=1.50 Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi A Column Section(X-X Axis): dx= 3.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 3.5 in Live Load: PL= 0 lb Area: A= 12.25 in2 Dead Load: PD= 0 lb Section Modulus(X-X Axis): Sx= 7.15 in3 Column Self Weight: CSW= 24 lb Section Modulus(Y-Y Axis): Sy= 7.15 in3 Total Load: PT= 24 lb Slenderness Ratio: Lex/dx= 34.29 Ley/dy= 34.29 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 0 plf Column Calculations(Controlling Case Only): Point Load: One Controlling Load Case:Axial Dead Load Only(D) Live Load: 2332 lb Actual Compressive Stress: Fc= 2 psi Location: 0 ft Allowable Compressive Stress: Fc'= 338 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1148 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1148 psi Combined Stress Factor: CSF= 0.01 NOTES I � Project: 117 DROMOLAND LN page Shawn Maclnnes,PE Location:DORMER RIDGES Maclnnes Consulting Roof Beam PO Box 1182 of East Sandwich,MA 0253 [2012 International Building Code(2012 NDS)] 1.75 IN x 11.875 IN x 15.0 FT Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:132.9% StruCalc Version 9.0.2.6 7/27/2016 9:33:37 PM Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.23 IN U772 Dead Load 0.20 in Total Load 0.43 IN U419 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A Live Load 750 lb 750 lb Dead Load 631 lb 631 lb Total Load 1381 lb 1381 lb Bearing Length 1.05 in 1.05 in BEAM DATA Span Length 15 ft Unbraced Length-Top 0 ft 15 n Unbraced Length-Bottom 0 ft Roof Pitch 10 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 25 psf Base Valued Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3569 psi Tributary Width: TW= 2 ft Cd=1.15 CF=1.00 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 2 ft Comp.-I-to Grain: Fc- = 750 psi Fc-1'= 750 psi Wall Load: WALL= 0 Controlling Moment: 5180 ft-lb plf 7.5 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 15 ft Controlling Shear: 1381 lb Beam Self Weight: BSW= 6 plf At support. Beam Uniform Live Load: wL= 100 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 84 plf Total Uniform Load: wT= 184 plf Comparisons with required sections: Read Provided Section Modulus: 17.41 in3 41.13 in3 Area(Shear): 6.32 in2 20.78 in2 Moment of Inertia(deflection): 104.87 in4 244.21 in4 Moment: 5180 ft-lb 12233 ft-lb Shear: 1381 lb 4541 lb NOTES Project: 117 DROMOLAND LN page Shawn Mes Consulting Location:SINGLE RIDGE DESIGN Maclnnes Consultingng Roof Beam l PO Box 1182 of [2012 International Building Code(2012 NDS)] East Sandwich,MA 0253 (3) 1.75 IN x 18.0 IN x 24.0 FT I L" Versa-Lam 2800 Fb DF-Boise Cascade Section Adequate By:72.1% StruCalc Version 9.0.2.6 7/27/2016 9:31:03 PM Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.48 IN U606 Dead Load 0.38 in Total Load 0.86 IN L/335 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 3900 lb 3900 lb Dead Load 3143 lb 3143 lb Total Load 7043 lb 7043 lb Bearing Length 1.79 in 1.79 in BEAM DATA Span Length 24 ft —Unbraced Length-Top 0 ft 24ft Unbraced Length-Bottom 0 ft Roof Pitch 8 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: Versa-Lam 2800 Fb DF-Boise Cascade Roof Live Load: LL= 25 psf. Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 2800 psi Fb'= 3078 psi Tributary Width: TW= 4 ft Cd=1.15 CF=0.96 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 9 ft Comp. to Grain: Fc- = 750 psi Fc- = 750 psi Wall Load: WALL= 0 Controlling Moment: 42258 ft-lb plf 12.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 24 ft Controlling Shear: -7043 lb Beam Self Weight: BSW= 28 plf At support. Beam Uniform Live Load: wL= 325 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 262 plf Comparisons with required sections: Req'd, Provided Total Uniform Load: wT= 587 plf Section Modulus: 164.74 in3 283.5 in3 Area(Shear): 32.23 in2 94.5 in2 Moment of Inertia(deflection): 1368.96 in4 2551.5 in4 Moment: 42258 ft-lb 72721 ft-lb Shear: -7043 FIb 20648 lb NOTES Project: 117 DROMOLAND LN page Shawn Maclnnes PE / Location:SINGLE RIDGE DESIGN COLUMN Maclnnes Consulting Column PO Box 1182 of [2012 International Building Code(2012 NOS)] East Sandwich;MA 0253 5.25 IN x 5.25 IN x 14 FT L Versa-Lam Col 2650 Fb-Boise Cascade Section Adequate By:64.2% StruCalc Version 9.0.2.6 7/27/2016 9:31:50 PM VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 3400 lb Dead Load: Vert-DL-Rxn= 3256 lb Total Load: Vert-TL-Rxn= 6656 lb I COLUMN DATA Total Column Length: 14 ft Unbraced Length(X-Axis)Lx: 14 ft - Unbraced Length(Y-Axis)Ly: 14 ft Column End Condtion-K(e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES Versa-Lam Col 2650 Fb-Boise Cascade Base Values Adjusted Compressive Stress: Fc= 3000 psi Fc'= 674 psi Cd=1.00 Cp=0.22 Bending Stress(X-X Axis): Fbx= 2650 psi Fbx'= 2905 psi Cd=1.00 CF=1.10 1411 Bending Stress(Y-Y Axis): Fby= 2650 psi Fby'= 2905 psi Cd=1.00 CF=1.10 Modulus of Elasticity: E= 1700 ksi E'= 1700 ksi Column Section(X-X Axis): dx= 5.25 in Column Section(Y-Y Axis): dy= 5.25 in Area: A= 27.56 in2 Section Modulus(X-X Axis): Sx= 24.12 in3 Section Modulus(Y-Y Axis): Sy= 24.12 in3 Slenderness Ratio: Lex/dx= 32 — Ley/dy= 32 A Column Calculations(Controlling Case Only): AXIAL LOADING ControllingLoad Case:Axial Total Load Only(L+ D) Actual Compressive Stress: Fc= 241 psi Live Load: PL= 3400 lb Allowable Compressive Stress: Fc'= 674 psi Dead Load: PD= 3143 lb Column Self Weight: CSW= 113 lb Y Moment(X-X Axis): Mx-ex= 0 ft-lb 9 Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Load: PT= 6656 lb Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 2905 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 2905 psi Combined Stress Factor: CSF= 0.36 NOTES a 3‘.3 Town of Barnstable *Permit# Expires 6 months from sue date • Regulatory Services Fee ' 1.3 • sAantsre. n"m Thomas F.Geiler,Director h Building Division v Tom Perry,CBO, Building Commissioner fT 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Numbek12 0 20 Property Address It ? 016 C rvto J&Z 1.-f g74-4/12 L le ❑Residential Value of Work j! Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address ST U B i-os;r c P 11 7 Ol'o„od (vvtri< c; 1414 02672 Contractor'sNam(M keC'4-,`l1S Telephone Number 7e0"?7cl2 Home Improvement Contractor License#(if applicable) (y?o 13 Construction Supervisor's License#(if applicable) 413f7 OWorkman's Compensation Insurance _ Check one: ,, . ❑ I am a sole proprietor ❑ SS PERMrr I am the Homeowner J U N 2 4 2011 D I have Worker's Compensation Insurance Insurance Company Name CA0 TOWN OF BARNST, 8t Workman's Comp.Policy# 022 Y/19 7— 2-i O Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) \❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to CI]Re-roof(hurricane nailed)(not stripping. Going over r existing layers of roof) ✓"le S . ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is require 'isz SIGNATURE: C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOutlook\DDV87AAZ\EXPRESS.doc Revised 072110 r 1i w \�►, MASS. 14 Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building� Division .hol��r��lars Perry, o. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • • I, (/,xeiff �!'G'�f.� �_ , as Owner of the subject property, hereby authorize .1'",P4-1;r j ( r t/vc fi cam+ to act on my behalf, in all matters relative to work authorized by this building permit application for: //7 (Address of job) ature f Owner Date 47;076-e/A 7/./;,c-,--0,4p Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. . ,M1ITLWJN4-vVKHI v;pprzWWYWN N wiedtL4azo.'AKx.AT,eanriar ,Ka.et..MtrlAQQat4Wat..nvuawk`tr.'..za7ZZ:7, 1P.RESSAlw Revised 072110 J O^iF PH.DA DALUZ TELEPHONE, 773-1120 Building Commissioner EXT. 107 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 November 14, 1989 • Rogers & Grny Insurance Agency, Inc. 640 Route 132 Hyannis, MA 02601 Attention: Ms. Suzanne Bryden Dear Ms. Bryden: As per our telephone conversation of the above date please be advised that the bond issued to Dean F. Stanley for property located at Dromoland Lane, Cummaquid, was released by the Town of Barnstable on August 10, 1988. Very trilly yours, G. Robbins Office Manager ,Y-R.` 4,4r44,wliJ"' ;.+5"�.Ar .ram:-. „�.,F. r ,.1i4..:V4.. - * j, a 4 1 • . ,� � TOWN OF BARNSTABLE Permit No. ..31 (11 7 BUILDING DEPARTMENT { sin I TOWN OFFICE BUILDING Cash �l�,!'0 W,Y � HYANNIS.MASS.02601 Bond X jO r CERTIFICATE OF USE AND OCCUPANCY I , Issued to Joseph & Mary Hosford Address Lot #12, 117 Dromoland Lane Cummaaruld , Mass. USE GROUP FIRE GRADING . OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. August 10, 88 44/-r7 A. �.19 "I_ Building.Inspector 0 ) ' .,:i.uo:...a. :.BUILDING PERMIT s: TOWN OF BARNSTABLE, MASSACHUSETTS 3 • z,=-334-u3i1 ,t 1. ri •DATE hay, 1� , / 19 C;U PERMIT NO. APPLICANT fJirvf 11. 12. .-••il 1 i ! /AD ESS 359 C- lot• Li Jittl �ioad, Ct n�.. ' 'O35037 -1 e; y /,,- (•( ,,(NO J f' (STREET) �( (CONTR'S LICENSE) I. t r �.�, .�L f.. ' C' y .7 'r l, NUMBER OF PERMIT .T.,O tSll....�1-1 Ljl+JC1.L.i..1.i1 j ( •_) STORY��1.t,:d2 LIJ �'am fir' D441::11.3..ilgDWELLING UNITS i;_ (TYPE OF IMPROVEMENT) NO. f (PROPOSED USE) _ 1 ZONING• )' AT (LOCATION) Lot:- Ii°1••..+ 117 DY'oiliolaiid Laic,Cui:Lltaquid DISTRICT WP-1 I • in (NO.) • (STREET) t ' • BETWEEN AND (CROSS STREET) • (CROSS STREET) •. LOT SUBDIVISION LOT BLOCK SIZE • • • BUILDING IS TO BE FT. WIDE BY FT..LONG•BY FT. 1N HEIGHT AND SHALL CONFORM IN CONSTRUCTION. • • TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION • (TYPE) REMARKS: :;•1,I2,• :=r; __ '.- 1 -, . • • Bond • AREA OR :1,c . :..1_. $ 1G0 , 000. 00 FERMIT $.2.06.50 VOLUME t "`' ESTIMATED COST (CUBIC/SQUARE FEET) /� // • OWNER ,Jt;J�U'Jil u! :.'t..,;.. 1aJ:,..C.)Y_.Ci [ ^` .d'' ' BUILDING DEPT. s ir.ADDRESS :3L11 .L: :i..l.,` :'41 BY , • f • THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER'TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER. THE BUILDING CODE, MUST BE AP-. ® PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR i ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS; 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IRE INSPECTION TO LATH). FINAL INSPECTION HAS BEEN MADE. ' 3. FINAL BEFORE OCCUPANCY. • POST THIS CARD SO IT IS VISIBLE FROM STREET • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ,�(� `` •p I . • eI . . • 2 2 r— . ---.: .7. , al 3 A HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 k I �J .• ',':.Z. f • OTHER Q /J AO �`��i��D __�� BOARD OF HEALTH GG�0 419 we v/t�r Fg-?-1 7- D U • I 1 • • WORK SHALL NOT PROCEED UNTIL THE INSPEC, ' 'PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE 'ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. . PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. i ,+ J 6 ./......77) , A 14 6 ", D \ \ \ I) `\ ; N� ,` c 3 , � \ ' `� Ii,J'° a`ftes ��� �z` a a \ ` \�\ \ -.1- \ \ \ \ o\ `� oT ''// v'E- \ `\ 's 2 � '", N\ \ / 1 35 � G Ir"I'i o / .;;,;, 10 i\jAcS, \ . \ , yak;. \A� CERTIFIED PLOT PLAN \ . \ .LOCATION .(!m ,9 qv/0 . . . . /4 A. '- \ \ SCALE /":-6 o ' . DATE . .�`//9/. .B'"8., ". \ PLAN REFERENCE A..//.v. 1 o7 /,,, N s yo4v/✓ D/✓' ,V A.v .A.a o.):1]. 3s '. / il / P`N QF P r'` 1°1,f q. NF ED\i' ee . I CERTIFY THAT THE •.V.5. -6�. .//v - °v/'✓ 7/� .Q1'v` YE LEY d�,. 2f>100 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND rQ. . o ,® A, "fCisi .' J AS SHOWN HEREON AND THAT IT CONFORMS TO THE , �,� , SETBACK REQUIREMENTS OF THE TOWN OF SAL L� " ` k'f1..4!S.T.!9,a4F /22i!WHEN CONSTRUCTED. DATE May / /y,98 . .. .�� ,i' ., 4 REGISTERED LAND SURyfrfOR /DE7777/04if e — 17-05E,a1_/ f-/oSFo2D P. Assissor's offioe (1st floor): .s 3 `¢- a 16 EPTIC SYSTEM MUST BE ��P e 3`'Vile Assessor's map and lot number '/ INSTALLED IN CO f�L:Y ° 7 ! , . Q,01"t0*` Board of Health (3rd floor): ri( M T H TITLE' 5 / fO� /1/. t Sewage Permit number M t T D'i7r1•.A Eliki:y:MONNENTAL C��� ,4::) i BASd9TODLE, Engineering Department (3rd floor): � ' ®W.'N REGULAT OF 'o R Fs6 V6$ House number // � / YAY APPLICATIONS PROCESSED 8:30_-9:30 A.M. and 1:00-2:00 P,M. only } TOWN OF BARNSTABLEt BUILDING INSPECTOR -- r t APPLICATION FOR PERMIT TO i \\ —\.0 `N.) .,, e, . .Pf•-k// TYPE OF CONSTRUCTION N..0..0 A., A:: .: ',,, . /� 19 �. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location \-- C., \t,, CO,v,1 1A.0..\.....A. ..'. \--' -\ ,... ,,..Q.PV ... U \', Proposed Use .�. ..: \.. 1 .A m N,\.. . ........C.N.O.......... Zoning District ^ \ Fire District .A l`N.S N.A \. ` ,._ Name of Owner .. �� .('.\...C) S e-... 4... A..9.,.... .. ‘V 1.Address c \.1 ��tA. Name of Builder .�., C' A.H.. ....,.J. .N .\..�..... .......Address--j`�. .......4�. ,... Ji. ..RV. K. \,�.�- : Name of Architect ..1S.`...L3.. ... . �(.'' 1�L-\ ' AddressAkt\ s.N y .. ......�.���..1' ASS::.. Number of Rooms 5 \. Foundation ...\.Ci \ 0 U {\ e( 0 :. \Nk, P, Exterior L4,—;) ./..............;>\IN • Isk \'e- Roofing n c4 `f AVV- Floors Q0 1 L-A Interior , ,r\\ C. Heating .....L. .:p5.S �� Plumbing CI- %�., ),11-"! \!`5 Fireplace L e_S 1 Approximate Cost \ (q6 ,o O Ca Definitive Plan Approved by Planning Board 19 . Area .../1..52J .f.� ► Diagram of Lot and Building with Dimensions Fee ... Q.6 SUBJECT TO APPROVAL OF BOARD OF HEALTH /317(d/— , / X MI ff ,26 • 5---6 7' _ir _______---------- * \ .5 6 ,--3 .() . 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 Yl.. Construction Supervisor's License 0 S'© 3 7 1 HOSFORD, JOSEPH & MARY rif 9�r 3'1917 Two Story , ,, «, No ' Permit for : ` Single Family Dwelling _ Location Lot #12 , 117 Dromoland Lane .. 4 Owner Joseph & Mary Hosford ` `• V 'Type of'Construction Frame , Plot �� Lot ' •f .t t - fi Permit Granted May 19, 19 88 -- ear to or inspection -� \ 19 i Date Com•.p eted ? I o-t ' 19 - • � e/�'a" D , /� , low ( n i.. 4_ • -, 1 -,`- - - •. - _ J • "' i GI