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HomeMy WebLinkAbout0076 WOODSIDE ROAD 1 . _.�- ..__.. � .� Town of Barnstable Building sesa Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept AS& �bP Posted Until Final Inspection Has Been Made. Permit N,�+• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1519 Applicant Name: Brian Rebello Approvals Date Issued: 06/17/2020 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 12/17/2020 Foundation: Residential Map/Lot: 127-014 Zoning District: RF Sheathing: Location: 76 WOODSIDE ROAD,MARSTONS MILLS Contractor Name: Framing: 1 Owner on Record: REBELLO,BRIAN K&SHELLY C Contractor License: 2 Address: 76 WOODSIDE ROAD Est. Project Cost: $3,000.00 11 WEST BARNSTABLE, MA 02668 Permit Fee: $85.00 Chimney: Description: Frame second floor in existing garage Fe)Paid: $85.00 Insulation: Project Review Req: Da 6/17/2020 Final: Plumbing/Gas Bu*ld*nia Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and thelapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. J Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy _ Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: BUILDING DEPT. Application N=ber....- ..... .................�...�........... * s NOV012018 Pem*Fee........... . ..........................Othea Fee.................:...... 5 0 TOWNOFHARNSTABLE TotalF=Peid...... . .. ........................................................ PmmitApprovWby...... ......on... TOWN OF BARNSTABLE • •-•••••• ••-••-- BUILDING PERMIT ... . : '...........per...........0.1...................... APPLICATION Section 1 — Owner's Information and Project Location Project Address '-76 w2!Si villages �•~. �� �5��5 tMi�fS Owners Name "' t •l xP Vn Owners Legal Address City, State Zip OZ66 Owners Cell# © '"�JZ +g��S E-mail O`(l GC Vylp I ` •CO �'\ Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet '�1 ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure . ❑ Change of use ❑ Demo/(entire srtructrre) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description k T s►ct mwtate&2/9/2019 Application Number..................................:................. Section 5—Detail Cost of Proposed Construction-�O 6 Square Footage of Project Age of Structure Dig Safe Number sty # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage [] Smoke Detectors ❑ Plumbing ❑ Gas ' .❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes, ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use '3�"7 o eea Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required_____L Proposed k, Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No r.zstunaxf-i-2/92018 , 4 OF ,lRSS � suv Alpine, an ITW Company 13723 Riverport Dr s c N Suite 200 t .32020 Maryland Heights,MO 63043 FG/STSTS Phone:(800)326-4102(314)344-9121 FS3/011M.E� Fax:(314)344-3152 alpineitw.com Si Information: Customer: D.L.Truss Job Number. 18970 JobDescnption: Oak CrestlBrian Rebello-Oak Crest/Bdan Rebello Address: 76 Woodside Rd City,State,Zip: W Barnstable,MA 02668 Job Engineering Criteria: Design Code: IBC 2015 View Version: 17.02.02.0211.16 JRef#: 1Wfa66970014 Wind Standard. ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 35.00-5.00-0.00- Floor Load(psO: None 5.00 This package contains a job notes page, 2 truss drawings and 0 details. Item Seal# Truss Item ISeal# Truss 1 291.18.0642.36373 35A/SC/18/6-3 2 291.18.0642.46697 35A/SC/18/6-3 Printed 10/18/2018 6:49:03 AM 10/18/2018 (^ 6 Job Number. 18970 Ply: 1 SEQN:772210 I T95 SCIS Cust:R6697 JRef. 1Wfa66970014 Oak CrestlBrfan Rebello-Oak Crest/Brian Rebello City: 11 FROM: DrwNo: 291.18.0642,36373 Truss Label: 35AISC/I8/6.3 CAT / SLS 10/18/2018 L 9' 9' M SX8 C 12 6 p T o m6X8 s D l ^ Q q E 12 a3X8(A1) W(At) i 18' 10.1r2; &33/4• 8'33/4' 1p-1/2 tt'' '1 a-1 4' 91 17'3-W t^-I �4' 8114' 1 18 Loading Criteria(pap Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 35.00 Wind Std: ASCE 7-10 Pg:35.0 CC - CAT: - PP Deflection in loc Udell Lt# Gravity Non-Gravity TCDL: 5.00 Speed: 120 mph Pf:35.0 Ce: - VERT(LL): 0.294 F 722 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):0.383 F 554 180 G 1801 /- A /523 1342 /232 BCDL: 5.00 Risk Category:1 Snow Duration: - HORZ(LL): 0.245 F - - D 1801 !- A /523 /342 I- D EXP:C Kzt:NA Des Ld: 45.00 Mean Height:15.00 ItHORZ(TL):0.319 F - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:2.0 G Brg Width=8.3 Min Req=2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.718 D Brg Width=8.3 Min Req=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.920 Bearings G&D are a rigid surface. Spacing:48.0' C&C Dist a:3.00 it Rep Factors Used:No Max Web CSI:0.166 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from enth0.18wall:Any Plate TP e(s):/2(Oy2(0) Chords Tens.Comp. Chords Tens. Comp. •GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02C.0211.16 B-C 1819-5107 C-D 1801 -5107 Lumber Top chord 2x6 SP SS Dense Maximum Bat Chord Forces Per Ply(Ibs) Sot chord 2x6 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP 2400f-2.OE B-F 4585-1382 F-D . 4585 -1383 Puriins In lieu of structural panels or rigid ceiling use pudins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Start(ft) End(ft) C-F 3035 -809 TC 24 -0.88 18.88 BC 112 0.15 17.85 Apply purfins to any chords above or below fillers at 24°OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. j OF ASJ S U V F1 c�a S C L w' t .32020 RC/STER60 FSS1ONAL E� 10/18/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses reqquire ax�ere care in fa�r�Un handling shi ping installing and bracJ'np Refer to and fgllow the latest edits n of BCSI(Buildin Component S fety ln�ormation,by TPI rn�SBCA)i3i sr��Bry practices prior to pertorinIng these f nctions Install shelPpr9 Ida terhpora brash r BSI.Un ss noted o herw se,to chord sha Have proper)Y attached swctu sh at in and bott0rrl ord Shall�tave a pe attach�gid relish orations sh n for ermanent Iatgrai restraint Of w bs shall hav n I t'.va d p�r eG s�cuons¢3,87 pw B10y as applicable qp�vv EpRg's to ch�ace of truss and position as shown above and on t1ero�nt9DetaiIs, unless ess note otherwise. f�efer to drawings 160A-g fSrstandard pate positions. PINE Aline a division of ITW B i I�11n1gCCo ponpnts Gaup Ink shall not be reds�onsii ile for any deviation from this�rawing,anY failure to build the t ss n Conf rmance with SI/TPI�,or or huan Airng s I in ,elnst nll�ae n an sbracinp of trussfsA deal on thl tlrawiAg or�pver pag4 """" 0A*^ listing thisra Igin��WdlcaT a�cc8pta�ncu%Is the iesionelbil �of thenpurldlnarlsib IIry so el for the des�an shovJn. The suitability 13723 Riverport Drive and rise o th i 9 y tru p t� e g D..Igrier pe►yANSUTPI 1 Sbc.2. Suite 200 For more information see this twe penenif notes Me and these web sites:ALPINE:wwwApIneitw.owne TPi:www, insL on;•secA:www.ebcMue .00m•ICC:www.tccsafa. Maryland Heights,MO 6304 Job Number: 18970 ply:. 1 SEON:772208 /T97 SCIS Cust:R6697 JRef:1Wfa66970014 Oak Crest/Brian Rebell Oak Crest/Srlan Rebello Oly 2 FROM: DrwNo: 291.18.0642A6697 Truss Label: 35A/SC/18f6-3 CAT 1 SLS 10118/2018 631/16' 8'3 if18' 9' -"18 138 15/18' 7a' ay.tlt8' 4' 8-t 1l1r 4' 43t/t8' We ar e2Xa w2X4 T D F 72 3 sp � s1:1.X4 >e1SC4 T sexe lB 01:X4 M 1.5X4 H 1A 11 a4 a3Xte(A,) -3x,e(At) It 14t2' 4*11.7/8' 3'3-7/8' 3'3.7/B' 411.7/8' 1e•1f2' 1 4. 5'S-,/a' 9' ,2'3.7/8' ,73&4' „„r4`. 8.1 4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Doff/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 35.00 Wind Std: ASCE 7-10 Pg:35.0 Ct: - CAT: - PP Deflection in loc Udefi L/# Gravity Non-Gravity TCDL: 5.00 Speed: 120 mph Pf Loc R+ /:35.0 Ce: - VERT(LL): 0.314 K 677 240 R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):0.409 K 520 180 N 1801 /- /- /523 /342 /232 BCDL: 5.00 Risk Category:I Snow Duration: - HORZ(LL): 0.261 J - - H 1801 /• A /523 /342 I- Des Ld: 45.00 EXP:C Kzt NAMean Height:15.00 ft HORZ(TL):0.340 J Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 psf Code!Misc Criteria Creep Factor.2.0 N Brg Width=8.3 Min Req=2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.483 H Brg Width=8.3 Min Req=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.983 Bearings N S H are a rigid surface. Spacing:48.0° CSC Dist a:3.00 R Rep Factors Used:No Max Web CSI:0.347 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:2(OU2(Oy2(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02C.0211.16 B-C 1978-5297 E-F 1335 -3915 Lumber C-D 1803-4945 F-G 1794 -4945 Top chord 2x8 SP SS Dense D-E 1354-3915 G-H 1992 -U97 Bot chord 2x6 SP#1 Webs 2x4 SPF Stud:W3 2x6 SP 2400f-2.OE: Maximum Bat Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. (")1 plate(s)require special positioning.Refer to B-L 4764-1637 K-J 4623 -1400 scaled plate plot details for special positioning L-K 4623-1371 J-H 4764 -1664 requirements. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins D•M 740-1189 M-K 3141 -946 to laterally brace chords as follows: E-M 3595-1259 M-F 739 1189 Chord Spaclng(in oc) Start(ft) End(ft) TIC 24 -0.88 18.88 BC 106 0.15 17.85 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. H OF IgsJ / Truss designed for unbalanced snow loads. y O� G Wind c S U ip Wind loads based on MWFRS with additional CSC S C L Z91 member design. 1 32020 Laterally brace end wall. Gable and and top walllate FC/STEREO shall be laterally are not braced by ceiling of end wall diaphragm by F /ONAL other means as specified by the building designer. 10/18/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses req ire extfefna care in fal tiny h ndl'ns1,shlpppping,In talling and brac�'np. Refer to and fellow the latest editiGn of QCSI(Building mponent aafey(normation,b�r TPI and S�CAj fiSr s��ey practices prior to performing t ese f nctlons tnstaller5 shall ro Ida tempos bracin per GS n ass noted o he se,top chord she have properly attached structu sheat�lin gnd bOttprrl chord IQall�lave a roperryYy attach C id ce fin Locations own for rmanerlt let rat restraint bi wQbs shall haveYradAnglled p�r 9GSI sect�ons Q3,B7 or 810 as appIigr(ga(Q pp Dlates to gal fete of truss and pos{tion as shown above and on the Join stalls, un ass noted otherwise. (2efer to drawings 160A-Z fg"standard plate poslllons. ALPINE E Aiping,a division of ITVy BuildiinttL�Compongnts Group InC,shall not be responsi le for any deviation from this drawing any failure to build the ^,MAY truss m�Q of rma r e with ANSI/TPI 1,or roc hQapdlin shi pn ,installation an�bracinA o{trussesp sal on thl dra' Irtp or cover age 13723 Rive Drive listing t it is raw�n� Indicatfes acceptance If pro assPone ® in Tdnp ponslb I1t solel or a des�pn s�iovtrn. The surcability 'port and use o this cawing or any structure s the ass one Binding Des�9 or per P11 S'ec.Z. Suite 200 for morn Information we this ob'a oneral notes Page and these web altos:ALPINE:www.alpineitw.com TPI:www. Insl. •SBCA:www.sbcindu .com•ICC:www.lemde.org Maryland Heights,MO 6304 tH OF.%qs� s u v G'h Alpine, an ITW Company O 13723 Riverport Dr U s t 32020 H Suite 200 Maryland Heights,MO 63043 F�/STERN`\�`� Phone:(800)326-4102(314)344 9121 FSS/OUAl.E��G Fax:(314)344-3152 alpineltw.00m Si Information: Customer. D.L.Truss Job Number. 18970 JobDescription: Oak Crest/Brian Rebello-Oak Crest/Brian Rebello Address: 76 Woodside Rd City,State,Zip: W Barnstable,MA 02668 Job Engineering Criteria: Design Code: IBC 2015 View Version: 17.02.02.0211.16 JRef#: 1 Wfa66970014 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pSf): 35.00-5.00.0.00- Floor Load(pst): None 5.00 This package contains a job notes page, 2 truss drawings and 0 details. Item Seal# 11tern- Seal# Truss 1 291.18.0642.36373 35AISC/18/6-3 2 291.18.0642.46697 35A/SC/18/6-3 Printed 10/18/2018 6:49:03 AM 10/18/2018 (^ C7 ►' 6 Job Number. 18970 Ply: 1 SEQN:772210/T95 SCIS Cush R6697 JReh 1Wfa86970014 Oaka Rebellc-Oak Crest/Brian Rebello City: 11 FROM: DrwNo: 291.18.0642,36373 Trusss Label: 35AISC/18J6 3 CAT I SLS 10/1812018 9 18, 9' g a sxe C 12 6 i Tui6X8 V rh B D J A 4 E d 12 ioUS(A1) ftW(A7) L 1a' A /� 8'3-3/4' &3.3/4' 12714 L8-_1 V 8' 173.3/4' 4_ d.4. 18 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 35.00 Wind Std: ASCE 7-10 Pg:35.0 Ct: - CAT: - PP Deflection in loc Udeft L/# Gravity Non-Gravity TCDL: 5.00 Speed: 120 mph PP.35.0 Ce: - VERT(LL): 0.294 F 722 240 LOc R+ J R- J Rh J Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):0.383 F 554 180 G 1801 J- /- /523 1342 1232 BCDL: 5.00 Risk Category:I Snow Duration: - HORZ(LL): 0.245 F - - D 1801 /- I- /523 /342 I- EXP:C Kzt:NA Des Ld: 45.00 Mean Height:15.00 ft HORZ(TL):0.319 F Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=8.3 Min Req=2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.716 D Big Width=8.3 Min Req=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.920 Bearings G&D are a rigid surface. Spacing:48.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.166 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from pi:0.18wall:Any Plate TP e(s):/2(0)!2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02C.0211.16 B-C 1819-5107 C-D 1801 -5107 Lumber Top chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Sot chord 2x6 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP 2400f-2.OE B-F 4585-1382 F-D 4585 -1383 Purlins In lieu of structural panels or rigid nailing use pudins Maximum Web Forces Per Ply((bs) to laterally brace chords as follows: Webs Tens.Comp. Chord Spacing(in oc) Start(ft) End(ft) C-F 3035 -809 TC 24 -0.88 18.88 BC 112 0.15 17.85 Apply pudins to any chords above or below fillers at 24'OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-1.5 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. ty OF Rs s G� ., s u cQo S C L H 32020 O � ' FC/STERN 10/18/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses reeqquire ext eme care in fabricating h�t�dlin� shipp i inptalling and bracinsl Refer to and f Ilow the latest editi n of SCSI(Building Corrlponen[Safery�n(ormaUon,b TPI an9'SBGA)fo)sae "�iaclroes prior tQ perfo�rning these nct�ons Instatle shalppro 1de terhpora brans r nl s noted o ha se,top chord shal , properlyy attached structural she itt Ing and bott% rd Shall ave a rope�{v attachpId ceilln 4ons sown for ennanent latgrsl restraint bf webs shall hav br nn lnslalled r 9C� cNons 3,87 or 810 /� apiayyle. qp�DD� CClat®es to each face ofPtruss and p�ition as shown above and on the loini�etails, u llessnote otherwise. Refer to ALPINE bt, Id.rawings 160A-Z rollstandard plate positions. . AI in ;a division of ITW BW�IdQiinup��o p Inc.shall not be res wri le for an deviation from this�rawinp an failure to build the .vm cam. Itlrsutsts�gn CoofgQramance�It ANSI/TPI Tptoer�or haajid ng,ship inn ,elnst lIaati nnsaf n�i bbrracinsg o ttryuss s�Ay Qeatlhandtehi1$pArsawiXg or fiver pag�il 13723 Riverport Drive end"Gael cT rthlsi"�rawing foi any st►ucture Is ftre re ponelblllt �"f the Bulldlflg Dea�glliei perANBUTPI 1s5§c.2hoWn. tte suic2 Ihr Suite 200 For more information see this jwsleneirai notes page and these web sites:ALPINE:wwwApineow.00mp TPI:wwwApinst.orge SBCA:www.sbWWus .com•ICC:www.iocsale.org Maryland Heights,MO 6304 Job Number: 18970 r Ply: 1 SEON:772208 I T97 SCIS Cust:R6697 JRef: iWfa66970014 Oak CrestIBrfan Rebello-Oak Crest/Brian Rebello City:' 2 FROM: DrwNo: 291.18.0642.46697 Truss Label: 35A/SC/18/8.3 CAT / SLS 10118/2018 4'31118' B'3.1/18' !Y """tom 13'8-i5/18' 18' 8 1 18'r 4' 4'3.1116' 1 11106 e 2X4w 2X4 T D F 12 3 8 =1.Sx4 C =1SG4 T <_ ma N L J 9 =1.SX4 =1.SX4 H l I Q 4 12 s3x1 1) -3x10(At) t8' 4'11.718' 3'3.7/8' 3 /8' 4'11.718' 1t}1/T 12'3718' 17.3-314' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Def ICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 35.00 Wind Std: ASCE 7-10 Pg:35.0 Ct: - CAT: - PP Deflection in loc Udell Li# Gravity Non-Gravity TCDL: 5.00 Speed: 120 mph Pf:35.0 Ce: - VERT(LL): 0.314 K 677 240 Loc R+ /R- I Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):0.409 K 520 180 N 1801 /- l- 1523 /342 1232 BCDL: 5.00 Risk Category:I Snow Duration: - HORZ(LL): 0.261 J - H 1801 1- l- i523 1342 1- Des Ld: 45.00 EXP:C Kzt NA HORZ(TL):0.340 J Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 It Code I Misc Criteria Creep Factor.2.0 N Brg Width=8.3 Min Req=2.0 TCDL:3.0 pal H 8 Width=8.3 Min R Soffit: 2.00 BCDL:3.0 psi Bldg Code:IBC 2015 Max TC CSI: 0.483 r9 eq=2.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max SC CSI: 0.983 Bearings N&H are a rigid surraoe. Spacing:48.0" C&C Dist a:3.00 It Rep Factors Used:No Max Web CSI:0.347 Members not listed have forces less than 375# Loc.from endwall:Any FTIRT/PT:2(Oy2(0)/2(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02C.0211.16 B-C 1978-5297 E-F 1335 -3915 Lumber C-D IBM-4945 F-G 1794 -4945 Top chord 2x6 SP SS Dense D-E 1354-3915 G-H 1992 -5297 Sot chord 2x6 SP#1 Webs 2x4 SPF Stud X3 2x6 SP 2400f-2.CE: Maximum Sot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. (")1 plate(s)require special positioning.Refer to B-L 4764-1637 K-J 4623 -1400 scaled plate plot details for special positioning L-K 4623-1371 J-H 4764 -1664 requirements. Maximum Web Forces Per Ply(Ibs) Purilns Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins D-M 740-1189 M-K 3141 -946 to laterally brace chords as follows: E-M 3595-1259 M-F 739 -1189 Chord Spacing(in oc) Slart(ft) End(ft) TC 24 -0.88 18.88 BC 106 0.15 17.85 Apply purlins to any chords above or below fillers at 24'OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. jH OF f4 Truss designed for unbalanced snow loads. s� d O� G Wind S U Wind loads based on MWFRS with additional C&C S C L member design. 1 32020 Laterally brace end wall. Gable and and top wall FG/$TER�O truss. To of end shall be laterally late are not braced by tail ng diaphragm waifor by FSS/ON other means as specified by the building designer. 10/18/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extre a care in fe cetin h ndlinq,shi pin Installing and bra 'n . Refer to and fellow the latest edition of BCSI(Building nen S fe ffn nnauon,bY I aangg S�CA)f6r satpey bpractices prior to per�orining q�ese f�ncbons Install�rr��shall Ytde tam ra brect� r�B�S1yUni ass noted Wherwiset op chord shall hale properly attached syructural sheathin �nd bosh' l&rtord 6 al have props attac�i Id cel(in Locations own for ermanent taterat res �nt f wpbs steal have brean�iiins led pQr SCSI sections B3,89 or 810y as epp iq Q caqp��pplatees to 8a face o�truss an position ass own above and on the Join etails, unless noted otherwise. Refer to drawings OA-Z fgrYS San plate positions. ALPINE Alpin9 a division of ITyy Buildl'n�L orrteongnts Grq p InC.shall not be responsi le for any deviation from this drawftlg,a�t failure to build the ,, r truss in roofS rmance wUh AN51/TI�I 1,or for haftdl�np shipping,installatidn an�bracing o�truss�sA seal on thi tlrapnXg or Epver papg111ty 13723 Riverport Drive sting this f wing in�icat�es acceptance �f proTesstonaT ins rin�1tt ponsibi Ic�yy so sty fort�a ddes�pn BnoWn. The sutta andd use o this raw ng or any structure s the responalbi��t�of t�te Hui�ng Deslgtier per ANSUTPII S'bc.2. Su(te 200 For more Intormotbn eeo tAle ob'a ncrol notes a end these web altos:ALPINE:wvnv.al neltw.00m•TPI:www. t. SBCA:www.ebcmdu .mm•ICC:www.lccsafe.o Maryland Helghis,MO 6304 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia, Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information f Please Print Legibly Name(Business/Organization/Individual): � 1 1 v \� Address: ,6 R L City/State/Zip: &Wn� ��(� �'1 F� Phone#: 23 �S Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers 9. ❑Building addition [No workers'comp.insurance comp.insurance.; required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3�I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th 'sand enalties of perjury that the information provided above is true and correct Signafore: Date: I Phone )z�`—�6��� Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnersb*,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant,as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAM Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia s - Application Number........................................... Section 9—.Construction Supervisor Name Telephone Number Address City State zip License Number License Type Expiration Date Contactors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section.10—Home Improvement Contractor Name Telephone Number Address City State zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your EUC... Signature Date Section 11—Home Owners License Exemption Home Owners Name:'I to y1 � l d Telephone Number �A 23— 3Z$f or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation by and the Town of Barnstable. Signalu a Date 10 APPLICANT SIGNATURE Signature Date Print Name �C'l'A\n `�—� �� l C) Telephone Number E-mail permit to: _`jn hOfI G W1 P \ \ 6 n, T...d•—A-4-A.14 in^AlO 1 Section 12—Department Sign-Offs Health Department ® Zoning Board(if required) ` Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ _' Conservation For commercial work,please take your plans directly to the,fire deparftad for approval Section 13—Owner's Authorization as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name f y Last wdat:&-2/92018 i Town of Barnstable *Permit Regulatory Services gee 6 ^t om'sue `0$ Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790=6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number I , Property Address 2 residential Value of Work 5,��0 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address a�2r- - Contractor's Name Telephone Number �J®�'"�-( —9 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) pop—Q0 non ❑Workman's Compensation Insurance Check one: APR ,1 1 2012 ❑ I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance 'OWN OF BARNSTABLE Insurance Company Name Workman's Comp.Policy# 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 1t40\� \ ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side ❑Fence over 6' #of doors ElReplacement 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 . required. SIGNATURE. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 77ze Commonweakh of Massat;.huse& Department of Industrial Accidents QKwe ofInvoestigadons 600 Washington Street Boston,MA 02111 n ms,,.mass govldia Workers' Compensation Insurance Affidavit Builders/Contractors/Electricians/Phambers Apiplicaut Information Please PrintI*mbly Name Mt- Address: c'--,- Q-� Cityistate/Zip_ ynco -Abe i � SD --4? Are you an employer?Check the appropriate box: T of r Type project]ect(required): I.❑ I am a employes with 4. ❑ I am a general contractor and I employees(fail and/or part-time).* have hired the sub-contractors 6 ❑New cmstruction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7- ❑Remodeling ship and have no employees. These sub-contractors have g_ ❑Demolition wonring for me in any capacity. employees and have wodcus' insurance-1 required-] ❑Budding addition [No workers' camp.comp.insurance d-] 5_ ❑ We are a corporation and its 10.❑Electrical repairs or additions 3Te9 I am a homeownef doing a1l.wok offreers have-exercised their 1 I_❑Plumbing repairs or additions myself [No workers'comp. rim of exemption per MGL 12_❑goof repairs insurance &]T C.152, §1(4),and we have no employees-[No workers' 13.0 Other comp.insurance required.] •Airy appticaad that checks boa#1 mast also fill out the section below showing their workexa'cempensatioa policy infom stion. �Homeowners who submit this affidna indicating they axe doing all wmk and then hue outside contractors mast submit a new affidavit indicating sach- ZConua.0 m that check this boa mast attached in additional sheet showing the nee of the sub-conuactacs and stage whetber or=those entities have employees. If the.sub<ontracturs have employees,they must provide their workers'tromp.policy number. I am an employer that is providing workers'contpertsalion.insurance for my etnployeex Below is the policy acid job site information Insurance Company Name: Policy#or Self ins.Uc.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do herekE=dj&r under th ins an a ' s ofpeajuty that the information,prm!A!d ' true and correct Si tore: Date: t(T +Z. IL Phone#: O,Qteial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one):. 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 9: 6 BIKE Town.of Barnstable Regulatory Services Thomas F.Geiler,Director ;o.;•`` Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: 1 IJk Please Print — JJOB LOCATION: ?6 number ` [ street village "HOMEOWNER ,0,( ` � �Ds -1-AlN—CA as name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person wbo constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"gqrtifies that he/she understands the Town of Barnstable Building Department minimum inspection and re �ntsan /she will comply with said procedures and requirements. S Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code - Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as'supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page- of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 �INE , + BARNSTABLE. • 9� ,.� Town of Barnstable prED MA't� Regulatory Services Thomas F.Geiler,Director Building:Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.nia.us Office: 508-862-4038 -Fax:,'508-790-6236 Property Owner Must Complete and Sign This Section-- If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date - Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WHILESTORMS\building permit forms\EXPRESS.doc Revised 051811 A , . Town of Barnstable Regulatory Services ' �FTIiE Tp� P� c Thomas F.Geiler,Director Building Division TOXIN OF BARNSTABLE., BARNSfABLE, v MASS. Tom Perry,,Building Commissioner 1639. �0 AIEp�tpta 200 Main Street, Hyannis, MA 02601 n7 _3PH www.town.barnstable.ma.us 3: 517 Office: 508-862-4038 �——=--n— ax: 508-790-6230 Approved ' Fee: r�o�s• - Permit#: N �> HOME OCCUPATION REGISTRATI DateAz Is 109 Nanie: Phone Address: U)p Village: , Name of Business:_ __ �� 1 _ Type of Business: Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation aaithin single faniily dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance, provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor; no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential Volumes; and no increase in air or groundwater pollution. After registration atidi the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is caned on by the permanent resident of a single family residential chvclling unit,located within that chvelling unit. • Such use occupies no more than 4.00 square feet of space. • There are no external alterations to the chvelling which are not customary in residential buildings,and there is no outside eNrideuce of suclr use. •. No traffic avihl be generated in excess of normal residential Volwnes. • The use does not involve the production of offensive noise,vibration,smoke,(lust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable eflects. • There is no storage or use of toxic or ha;/ardour materials,or fhunmable or explosive materials,in excess of nomial household quantities. • Any need for parking generated by such use shall be Chet on the same lot containing the Customary Home Occupation,and not within the required front yard. • "There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to[lie Customary Home Occupation,other than one Van or one pick-up track not to exceed one ton capacity,and one hailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing thre Customary Home Occupation. • No sign shall be displayed indicating the Customary_Home Occupation. • If the Customary Home Occupation is listed or advertised as a business, the street address shall not be included. • No person shall be employed in the Customary Home Occupation%Vlao is not a perrrrwent resident of the chvelling unit. 1,the undersi ied, have read and agr a%l the above restrictions for my home occupatiou.I am registering. q Applicant: Date: V 1 Homcoc.doc Rev.0I/3/08 �� YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for.4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1°` FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) En °aK'm a DATE: Fill in lease: g �a P "� f» APPLICANT'S YOUR NAM'/S: BU INESS YOUR HOME ADDRESS: gg TELEPHONE # Home Telepi one Number SOS G D_S 5 NAME:°OF CORPORATION: .NAME OF NEW.BUSINESS , i . TYPE OF.BUW. SINESS � ;r�a. , IS THIS A HOME OCCUPATION? :YES NO ADDRESS.OF'BUSINESS :�?(�:. . ✓' PARCEL NUMBER ( (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstd'ble. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S E This-individual has bee d of any emit require m nts that pertain to this type of business. oriz i atur ** MUST COMPLY WITH HOME OCCUPATION COMMENTS: li lT��' , 2. BOARD OF HEALTFJ This individual hai b n for C t e pgrmit rp-quirem nts that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (L ENS G AUTHORITY) This individual has in rm f the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Town of Barnstable Approved Regulatory Services Fee Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 . Date: ?_C;�(_O—O? Home Occupation Registration Name: � �`(1 � ` I U Phone#: � U1_)0 -PDS( I Address:--�(0 ` h o'e Village: ! ZhAs Name of Business: 'ieV Q Type of Business Map/Lot: S oc_Q� 1 Zoning District Zonin D stricts RF and RC-1 require Special Permit fro �oning Board of Appeals. INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation.. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: XX S a _Q � x Date: 4Q 0/D3 Homeoc.doc TOWN OF BARNSTABLE Permit No. 29506 ....• BUILDING DEPARTMENT Cash TOWN OFFICE BUILDING :/ 63 �V ouv► HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Ian & Kendra Atkinson Address Lot #53, 76 Woodside Road West Barnstable, Massachusetts 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. y Oc_ober 1, 19...86.......... ........ Building Inspector I ��.,� °•�w TOWN OF BARNST ABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING � rua 9 i639. � HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermi #.................. .......... ........................................._......._._.........._.........w .. ._...... �......-_......._� issuedto ...... LI !.a............... .!irk j�..............._.............. .»..._._........_........._...._.._M Please release the performance bond. IL ia iiII ki ;4.o TOWN OF BARNSTABLE, MASSACHUSETTS PERMIT Am127-14 JOB WEATHER CARD I �Q DATE June 13 19 86 PERMIT NO. �.�ARP 295 g� APPLICANT Robert w. Saben ADDRESS 30 Was14i ton Ava_ , id Yri aiith-00'4111 (NO.) (STREET) (CONTR'S LICENSE) ,, ]L, NUMBER OF ,. PERMIT TO Build dwelling (� STORY Sin&1F' rRml l�� t�_p IincgDWELLING UNITS l (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) , ZONING AT (LOCATION) lot #53 76 Woodside Road, West Bar'.nstablP DISTRICT (NO.) (STREET) , BETWEEN I AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE .I BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) Sewage #85-801 REMARKS: i AREA OR 936 aq. L t. 60,000 PERMIT $ 56. 5 VOLUME ESTIMATED COST FEE (CUBIC/SQUARE FEET) Ian & Kendra Atkinson OWNER BUILDING DEPT. Oa OCS b. BrmoU. 1, IIL ADDRESS BY Y -� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART TH REOF, EITHER TEMPORlit�•ILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER TH•�E 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 I 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 CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR 1 ALL CONSTRUCTION WORK: 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 MEMBERS(READY TO LATH).3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. I OCCUPANCY. - � POST. H RD SO IT IS VISIBLE FROM STREET BUILDINA INSPECTION P PLUMBING INSPECTION APPROVALS ELECTRICAL INSP CTION APPROVALS Y N d� 2 2 0-41Y V /9,� � vim' 2 -- -- -- ----c �ATNG ISETINGPROVALS 3 MAIM N I J C ALS , - i I i I ab /E'� 77--- O 7 rI E R 2 V41 J-C/�/►1[�'�/��v� 2 -- - i WCRK S�A.LL NCT PROCEED UNT;L THE PERMIT WILL BEC-:iAE NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD NSPECTOR dA5 APPROVED ?4E 'i ?!CLS WORK IS NOT STA.RTXG w!'fHII: Sly ' OF DATE THE CAN 9E ARRANGED FOR BY TELEPHONE _ _.. OR WRITTFN MOTIF I[ATION_ r I - j S.I% :t LO O � � s � / �r \X PREPARE D FOR r..J.��� ���,�i,..� �,Or�►'-�'f"� Lam'. �'��!-�f.., ,2 EFEec c/GE: ,_ /-/EeEBY CEeT/FY Ts-/FaT TLIE BCJ/LD/�c✓�r _ S<-/O*VA.1 O.L/ T!-,-'/S LOCFiTEa OA/ T.UE yBou,�/D AS SNOW../ f-/EeEO�cJ. _ ' /$ �N o f �A ARNE H. _ v ,�oc�TE 6�4^-`�.eMOcJTs-�, ML�S3. a rc- �e�G. L.�i�va uevcvo.e Ifi, Xs" ssa m . /s . •••.... o THE INSTALL ® 1 YL T�` Q Sewage Permit number ....... ... .. ..�: o I... .�."' d� 1f�1�°m, TITLE 5 l/ NVIRONMEVA B AL C0® STADLE, i �0,--_House nUmbef .. .....��/,,.K/.................:.......:. � _rpC'p� .Oo 1639 �0 ®�► n o, w RO "ESA iV A11�y 'Ep YPY a 9 TOWN OF ;.BARNSTABLE g BUILDING,, INSP CTOR tv s��EwP n��- . S�'rt'tc c.s Y S TGT" ,S TNS i'fY.ta ATv . APPLICATION FOR PERMIT TO �...1/`L. ........� ..... �. .[.4.. ................................................... TYPE OF CONSTRUCTION ............'... ©4 . J (' . 4 -.......... . ..... ..... ... ..Z .................19.FG TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ . .................. 4t..... ........ g` ...V�4.� .................. ...�..� t� s f........................ Proposed Use ...... ..... �V .... rt la-.\............................. ZoningDistrict ..........................................v............................Fire District ............... .:�"..... ............................................ Name of Owner ....Address .Ya.!.J.4?F- Ylu ...S. ;_�Y.`.Y.P?.tk..�A.'., ...... Name of Builder .2P.BERT7...4:..5'......F...E1V...........Address vF.!. Name of Architect ........ Q�V1(ti.� Q.5...aba✓`a-......Address .............SGYYYIC� .C�d....Q df!' ............... .... ......... .... ........... Number of Rooms ........ f ............:........................................Foundation ..POVAC-4, .C9rti ........ ......................................... Exterior W.P! ...............................Roofing ...... :'�.h. E'...... .;bA Qq jaA.4..................... FloorsX T"�iyY. 1...:�.�.!J .............................Interior /u `1.tJl.I.CX... ../t- ......................... ... ` Q......666 . Heating ~• ....I........................................................Plumbing .......r... Fireplace ....�1. ...............................I.....................................Approximate. Cost .... .Ds.. ........................................,. Definitive Plan Approved by Planning Board 19•__Si. Area .. 93�0 Diagram of Lot and Building with Dimensions Fee (� SUBJECT TO APPROVAL OF BOARD OF HEALTH :I 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 ....... ......!'!'.: .....G ....i. .... . ..+ Consuction Supervisor's License .Q .�.9"L.�J........... AVINSON, !AN & KENDRA 29506 11 Story .No ................. Permit for ..... ............................. .Single Family Dwelling .......... .................................................................... Lot #53, 76 W d ide Road Location .......................... .................... .................lwes_��.............................................................. Owner Ian & Kandra Atkinson .................................................................. -Frame Type of Construction .......................................... ................................................................................ Plot ......................... Lot ................................ Permit Granted ........June. ....1.3.................19 86 Date of Inspection ....................19 Date Comp7 ... 19 let d ........ Al Y!_CL) �A) C0 Lt 6 ? As,sessor's map and lot number STNE rot Sewage Permit number ............ ... .... ... 33AES'9-T&BLE, �O_House number MABEL 1639- AND 0 MAI Ar* TOWN OF BARNSTABLE A r00 BUILDING INSPECTOR Sv1-yL A - uMa ",--? 5, APPLICATION FOR PERMIT ....... ....... ..................................................... TYPE OF CONSTRUCTION .................1 .0....rf .....e .............................................................. ......... . .................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: .......................................... Location .......V.ot.....5.5.........WAA%al.L.. !U.C1................... Proposed Use ......._�"A yvo\q� �Mmv�....TZA&Qal-6:1��.................................................................I......................... .......................................................... . ....().......................................... Zoning District ............Fire District ............... Name of Owner _+KAMA........... MbK\..N;J, Address AM.0....... Nome of .....:..'...Address Nome of Architect ......... (2.5....cz. ......Address .................................a ...................... Number of Rooms ........... ......................................................Foundation DO?OAZA... ....................... Exterior .... 9!2A.................................................................Roofing ........................... Floors ....C.O. :6.11AA , -Y...... .............................Interior .............................../Z............................. Heating ... ...........................................................Plumbing .... .................................... ............ ............................. Fireplace .... ....................................................................Approximate Cost Definitive Plan Approved by Planning Board (9 6/ 3 ....... -----19--- Area Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH dn 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 .......... ATKINSON, IAN & KENDRA A=127-14 29,506 1j Story No .................. Permit for .................................... Single Family Dwelling .............I.................................................................. Location Lot #53, 76 Woodside Road ........................ .... .. . W.Qczt- ga-rnczt2ble ............................................................................... Owner ......Ian & Kendra Atkinson P!�RR.............. Type of Construction .........Frame....................... ........................................... .................................... Plot ............................... Lot ............................... Permit_Granted ..................June'.. ..-13. ................1,9 86 Date of Inspection .....................................19 Date Completed. .......................................19 dog! I I I Health Complaints 30-May-96 Time: 9:00:00 AM Date: 5/29/96 Complaint Number: 200 Referred To: DONNA MIORANDI Taken By: DONNA MIORANDI Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: Business Name: Number: 76 Street: Woodside Road Village: WEST BARNSTABLE Assessors Map-Parcel: Complainant's Name: Edith Hayes Address: 96 Woodside Road, Marstons Mills l Telephone Number: 508-420-2418 Complaint Description: Lisa & Steven Jackson have a compost pile on the side of their house that is causing some odors. Actions Taken/Results: Gloria Urenas referred this complaint to DZM and DZM investigated. No one was at home at the time but I left my business card on the front door. As of 5/30/96 no one has called me from that property. DZM will follow-up. Investigation Date: 5/29/96 Investigation Time: 1:30:00 PM 1 Town o arnsta le Building Department Complaint/Inquiry Report Date: aT/ - y� Rec'd by: ___ Assessor's No.: e Complaint Name: Location 7A 9222ds�Address: M/P Originator Naine: 7 7 r Street: village: h9A�ei�r1i��S state: /� ASS Zip: Telephone: D/L Sb y - ®� l Complaint a . �Description: p U/ ® l 0^ M 0&0S L'r Inquiry Dcscripdon: rE4 L h C t r & SS U e®/V1 X,,v f f* For 0 ce Use Only Inspector's Action/Comments Date: Inspector. Follow-UP Action Additional Info. Attached ('nnv nisaihuaon: L47yte-Depa=cnt File [ ] [R12 7. 014 . ] -- LOC] 0076 WOODSIDE ROAD CTY] 03 TDS] 300 CO KEY] 69464 ----MAILING ADDRESS------- PCA] 1011 PCS] 00 YR] 00 PARENT] 0 JACKSON, STEVEN B & LISA R MAP] AREA182AC JV] MTG12001 76 WOODSIDE ROAD SP1] SP21 SP31 UT11 UT21 1 . 00 SQ FT] 1872 W BARNSTABLE MA 02668 AYB] 1986 EYB] 1986 OBS] CONST] 1852 LAND 45000 IMP 74500 OTHER ----LEGAL DESCRIPTION---- TRUE MKT 119500 REA CLASSIFIED #LAND 1 45, 000 ASD LND 45000 ASD IMP 74500 ASD OTH #BLDG (S) -CARD-1 1 74, 500 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #DL LOT 53 TAX EXEMPT #PL 76 WOODSIDE RD RESIDENT'L 119500 119500 119500 #RR 1876 0159 OPEN SPACE COMMERCIAL INDUSTRIAL EXEMPTIONS SALE] 04/93 PRICE] 124000 ORB1.8540/278 AFD] I TE LAST ACTIVITY] 06/18/93 PCR] Y r R127 014 . A P P R A I S A L D A T A KEY 69464 JACKSON, STEVEN B & LISA R LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RF 45, 000 74, 500 1 A-COST 119, 500 B-MKT 96, 900 BY 00/ BY AM 5/87 C-INCOME i I PCA=1011 PCS=00 SIZE= 1872 JUST-VAL 119, 500 LEV=300 CONST-C 0 ----COMPARISON TO CONTROL AREA 82AC ----------------------------- NEIGHBORHOOD 82AC WEST BARNSTABLE PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 450001 LAND-MEAN +0% 1195001 96467 IMPROVED-MEAN -23% 25% ] FRONT-FT 11 100 DEPTH/ACRES TABLE 02 100%] LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP] ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] R127 014 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 69464 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR oCMP NEW/DEMO COMMENT. [B29506] [06] [86] [ND] 600001 [AM] [01] [87] [100] [NEW ] [WB 11/2 ST] [ J [ J [ ] [ ] ] [ ] [ ] [ ] [ ] [ ] [ l [?J WOOD TRUSSES: TOP CHORD LIVE 35 PSF ACCESSIBILITY: TOP CHORD DEAD 5 PSF BOTTOM CHORD LIVE 0 PSF BUILDING CODE SUMMARY: 1 IN ACCORDANCE WITH 2O15 IBC SECTION 1103.2.5. THE UTILITY BUILDING IS EXEMPT FROM ACCESSIBILITY BOTTOM CHORD DEAD 5 PSF REQUIREMISITS TRUSSES ARE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FOREST 2. NO EXISTING ACCESSIBLE ROUTE SHALL BE ALTERED. PRODUCTS ASSOCIATION AND THE TRUSS PLATE INSTITUTE'S"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE 1. PROJECT: NEW GARAGE FOR BRIAN REBELLO CONNECTED WOOD TRUSSES" 2. LOCATION: 76 WOODSIDE RD TRUSS WEB CONFIGURATION, PLATE SIZES, CHORD SIZES, AND LATERAL BRACING SHALL BE DESIGNED BY A MD WEST BARNSTABLE,MA 02668 LICENSED PROFESSIONAL ENGINEER. ENERGY SUMMARY: TRUSSES SHALL BE DESIGNED FOR THE LOADING,SPACING,AND GEOMETRY SHOWN ON THE PLAN. 3. THE PROJECT IS AN ENGINEERED DESIGN IN ACCORDANCE WITH 2O15 IBC INSTALL BRACING IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN. 1. ENERGY REQUIREMENTS:2012 IECC REQUIREMENTS FOR LATERAL FORCE RESISTING AND THE DESIGN OF WOOD SHEAR WALLS TO RESIST WIND AND 4. PROPOSED USE:ACCESSORY UTILITY SEISMIC LOADS ARE IN ACCORDANCE WITH 2O15 IBC 2305. 2. THERMAL ENVELOPE 5. CODES USED: 2015 IBC METHOD OF COMPLIANCE:WA FOOTINGS: ACI 318 3. ROOF/CEILING ASSEMBLY SITE CLASS=D,SOIL TESTS ARE NOT REQUIRED FOR THE ENGINEERED DESIGN ASCE-7 U-VALUE OF TOTAL ASSEMBLY:N/A FOOTINGS SHALL BE EXCAVATED TO VIRGIN SUBGRADE WITH A TYPICAL WORST CASE CLASS OF MATERIAL AT ANSI STANDARDS R-VALUE OF INSULATION:N/A SUBGRADE BEING SANDY GRAVEL,CLASSIFICATION SG NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 4. EXTERIOR WALLS PRESUMPTIVE SOIL BEARING CAPACITY=2,000 PSF U-VALUE OF TOTAL ASSEMBLY: WA 6. CONSTRUCTION TYPE: VB R-VALUE OF INSULATION: N/A 7. SPRINKLERS: NO BUILDING DEPT. 5. OPENINGS Barnstable Bldg. Dept. GENERAL NOTES: 8. STANDPIPES: NO U-VALUE OF ASSEMBLY: N/A 9. FIRE DISTRICT: NO SHADING COEFFICIENT: N/A 1. STRUCTURAL COMPONENTS SUCH AS POSTS,BEAMS,TRUSSES,OR FASTENERS AND ATTACHMENT BRACKETS SHALL 10. FLOOD HAZARD AREA: NO PROJECTION FACTOR: WA NOT BE MODIFIED, NOTCHED,OR CUT IN APA MATTER WITHOUT REVIEW AND APPROVAL OF THE BUILDING DESIGN NOV O 2018 LOW E REQUIRED,IF APPLICABLE:NO Approved by:� PROFESSIONAL. 11. BUILDING HEIGHT: 24'(EVE) NUMBER OF STORIES=1 DOOR R-VALUES:3.0 -' 2. DO NOT USE THE ATTIC ROOF TRUSSES FOR STORING MATERIAL 12. GROSS BUILDING AREA 864 SQUARE FEET S. FOUNDATIONS 3. CONCENTRATED LOADS SHALL NOT BE ATTACHED TO THE ROOF TRUSSES WITHOUT PRIOR REVIEW AND WRITTEN 13. PRIMARY R-VALUE OF INSULATION: N/A Pit #: I� -l 3C 33 APPROVAL OF THE BUILDING DESIGN PROFESSIONAL. 14. SECONDARY TABLEONDARY OCCUPANCY: NONE UTILITY,APPENDIX C,MA BUILDING CODE Permit TOWN OF BARNS �- 15. SPECIAL USES: NONE STRUCTURAL DESIGN CRITERIA RIGID DIAPHRAGM DESIGN FOR WALLS: 16. SPECIAL PROVISIONS: NONE 17, MIXED OCCUPANCY: NONE 1. IMPORTANCE FACTORS: 1. ATTACHMENT OF METAL WALL PANELS TO THE L BE TAKEN IS WITH rig X 1SET METAL TO WOOD SHARP POINT 18. INCIDENTAL USE SEPARATION: NONE WIND(IW)1.0 SCREWS WITH SEALING WASHERS. CARE SHALL T TAKEN TO PROPERLY SET THE SCREW FASTENER FOR A SNOW(IS)1.0, WEATHERTIGHT FIT AND NOT TO OVERDRIVE THE FASTENER AND STRIP THE THREAD OUT IN THE SUBSTRAIGHT. SEISMIC()1. , 2. FASTENER SPACING 24" 20. ALLOWABLE HEIGHT: 1 STORY 3. FASTENERS ARE PLACED IN THE BOTTOM FLAT ADJACENT TO EACH RIB AND AT EAVES, LAPS, AND RIDGES, THE 20. ALLOWABLE AREA: 5,500 S.F.+4,125 S.F.=9,625 S.F.. 21. FRONTAGE AREA INCREASES: 4,125 S.F. 2. LIVE LOADS: FASTENERS ARE PLACED ON BOTH SIDES OF EACH RIB 22. SPRINKLER INCREASE: NOT APPLICABLE FLOOR:250 PSF(slab on grade) 4. WIND UPLIFT(PULLOUT)ON FASTENERS: 23. FIRE PROTECTION REQUIREMENTS: NONE,FIRE AREAS ARE LESS THAN 12,000 S.F. GROUND SNOW LOAD:30 PSF 5. WORST CASE=19 PSF X 2'X 2'=76 LB,OK FOR#9 X 1-112"METAL TO WOOD SCREWS 24. LIFE SAFETY SYSTEM REQUIREMENTS: 3. WIND LOAD:BASIC WIND SPEED 116 MPH(ASCE7-10) 25. EMERGENCY LIGHTING: NO EXPOSURE CATEGORY B LUMBER: 26. EXIT SIGNS: NO WIND BASE SHEARS: VX=26 PSF,VY=-18 PSF 1. ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN SOCIETY OF TIMBER CONSTRUCTION AND 27. FIRE ALARM: NO THE NATIONAL FOREST PRODUCTS ASSOCIATION'S"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 28. SMOKE DETECTION SYSTEMS: NO 4. SEISMIC DESIGN CATEGORY:A 2, ALL LUMBER SHALL BE#2 OR BETTER FOR LOAD SUPPORTING IDENTIFIED BY THE GRADE MARKS AND COMPLYING 29. PANIC HARDWARE: NO ARCHITECTURAL AND MECHANICAL COMPONENTS ARE ANCHORED WITH DOC PS 20. LATERAL DESIGN CONTROL:WIND 3. ALL LUMBER EXPOSED TO GROUND CONTACT OR INSECT INFESTATION SHALL BE TREATED ACCORDING TO THE EXIT REQUIREMENTS: AMERICAN WOOD PRESERVERS'ASSOCIATION STANDARDS,.60 ACQ MIN. 5. FLOOD LOADS: 4. SIZING,THICKNESS,BEARING,SPANS,GRADE,CONNECTIONS,AND PROTECTION ARE IN ACCORDANCE WITH 2O15 IBC 30. NUMBER AND ARRANGEMENT OF EXITS, THE PROJECT IS NOT WITHIN A FLOOD HAZARD AREA 31. MINIMUM: 1 2 ' 32. NUMBER OF EXITS PROVIDED: 1 6. THIS STRUCTURE IS DESIGNED USING THE ALLOWABLE STRESS DESIGN METHOD AND APPLICABLE LOAD 33. WORST CASE TRAVEL DISTANCE: 92' 34. ALLOWABLE TRAVEL DISTANCE: 100, COMBINATIONS i -y w, a• �• ROOF LOADS: LIVE 35 PSF "-� + r 1• .� 35. ACTUAL DISTANCE BETWEEN EXIT DOORS: N/A DEAD 5 PSF • 36. REQUIRED DISTANCE BETWEEN EXIT DOORS:WA 37. ARRANGEMENT OF MEANS OF EGRESS IS IN ACCORDANCE WITH SECTION 1015.2 38. CORRIDOR DEAD ENDS:NONE =� ' +" � �i t�t"�{� r, •� � � i�. 39. COMMON PATH OF TRAVEL IS IN ACCORDANCE WITH SECTION 1014.3 /• +"� } • 3 (►� 40. EGRESS WIDTH PER OCCUPANT: rr �"7r 4rCs aq� . 1 r 4 REQUIRED AISLE WIDTH FOR LESS THAN 50 OCCUPANTS IS 36" n� C+ REQUIRED CLEAR OPENING WIDTH OF DOORWAYS IS 32" i .�'+' ACTUAL WIDTH:36"DOOR,32"CLEAR OPENING ; 3�ty� ® e � 41. CALCULATED OCCUPANT LOADS: ��ttt OF M�`F9Ir `} , H �� j MAXIMUM 4 OCCUPANTS FOR THE BUILDING Oa� �'yG �r. 'r y `, C - A q ; 42. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS S.M. Rm 4; OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING � �� ; 1i ". :^ • 'Ss s �•..a.F� NAEE H o M AK TER SURFACE. �,. r��. .;i' � •.•s �- 'Y. +' No. 4890 ' r!!! 43. THE METHODS AND AMOUNTS OF STORED FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE BUILDING DOES NOT VIOLATE 2015 IBC Table 307.1(2) 9 F G '" � Ry t i uk IJ, `G pt "t�+g •w 5 BUILDING SUPPLIER N1ee171 Akhter, P.E. Ai ir4 #� � � •� ��'.k� � �/x 4 %. �'�y. k Murk ,�' 1 Consulting Structural Engineer _ �� .4 Oak Crest Construction 10404 W 154th Overland Park KS 66221 11 Bell Rd., Christiana, PA. 17509 email: sofianaeem@aol.com �+ P#(717) 529-2795 Phone: 913-685-2015 NEW GARAGE FOR BRIAN REBELLO 76 WOODSIDE RD WEST BARNSTABLE, MA 02668 Brian Rebello Garage/-Storage Building QUOTATION FOR: CONTACT: CONSTRUCTION: Post Frame Brian Rebello Oak Crest Construction DIMENSIONS: 18'X 48'X 24' Snboncc@Gmail.Com Jonathan Lapp EAVE 1 LEAN-TO 14'X 48'X 12' Marstons Mills, MA 11 Bell Rd EAVE 2 LEAN-TO 14'X 48'X 12' 508-328-8675 Christiana,PA. 17509 717-529-2795 SPECIFICATIONS FOR 18'X 48'X 24'POST FRAME PACKAGE: • MATERIAL PACKAGE • Pre-Engineered Wood Trusses(6/12 Pitch,4'O/C) • 6 x 5.25 Glulam 4 Ply Eave Posts(12' O/C) • 6 x 5.25 Glulam 4 Ply Gable Posts(9'O/C) • 2 x 8 Treated Skirt Boards(1 Row) • 2 x 4 Wall Girls(24"O/C) and Roof Purlins(24"O/C) • 2 x 12#1 SYP Double Truss Carriers • Ash Gray 28 Gauge Painted Steel Siding • Black 28 Gauge Steel Roof • 8"x 18"Concrete Footers • DOORS&WINDOWS • Two 10 X 10 Raised Panel Insulated Overhead Doors w/1 Row of Glass • One 12 X 12 Raised Panel Insulated Overhead Door w/1 Row of Glass • One T 9 Lite Entry Door w/Composite Jambs • Four Tx 4'Single Hung Windows w/Grids&Screens • Eight 4'x 2'Fixed Windows w/Grids • 14'X 12'X 48'ENCLOSED HALF MONITOR LEAN-TO ON BOTH EAVES 4.5 x 5.25 Glulam 3 Ply Eave Posts(8'O/C) 2X8 Rafters @ 2'o/c • 12"OVERHANG ON ALL SIDES W/VENTED VINYL SOFFIT • 36" BIRDS PEAK ON GABLE 2 • ONE 36"CUPOLA W/WEATHERVANE • FASTENERS • DETAILED BUILDING PLANS S. 8 NAEEM KHTER y No. 489 A90,p�l ----------- - --- -- .. . -. SSA Naeem Akhter, P.E. NAL Consulting Structural Engineer 10404 W 154th,Overland Park, KS 66221 email:sofianaeem@aol.com Phone:913-685-2015 POLE LAYOUT Agricultural Use,2208 sq.fL Eave 1 i 7'101/2" -8. �8' $' 7'101/2" N I 0 I 0 RT Diagonal: -0 o 49'9 1/8" I o t I � I I 0 I _ I I L---------- 11'301/z" 12' DIE 12' 11'101/2" ® V 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW X ——————— r I 0 N x I I a z n o 0 I I o a) obi �i RIDGE UNE I iV I X N CrDiagonal: r 50' 11 5/16" 1 - s I m M x ai II o +' I O N Z I I a -- ------------- - O i.� x m 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW e 11'101/2"--' 12' -� 22' 11'10 1/t r..---- -----TE N °o I _ Diagonal: I 0 I a 49'9 1/8" 4I O �H OF M ------- (3/09-LITE S•M. m NAEEM AKHTER N 7'101/2" 8' 8 8. 8 4�3 3'71/2" 09 NO. 890 e SS/0 A NG� Eave 2 471911 ,%syi8 Naeem Akhter, P.E. Consulting Structural Engineer Brian Rebello Estimate Number:626 10404 W 154th,Overland Park, KS 66221 8/16/2018 email:soflanaeem@aol.com - Phone:913-685-2015 Cross Section Detail Truss Information 30 lb Snow Loading , 48•o/c Spacing,Standard Heel Top Chord Pudins-2 x 4 Construction Grade-24°o/c Bottom Chord Trusses are Setting on Double 2 x 12 91 SYP on Eeve 2 - - B C ' 2-Ply 2x12#1 SYP • • Truss Supports • A • • 2 x 4 Truss Seat Bracing Ran • • Through the Bottom Chord 10'o/c Intermediate Truss Block: A)2 x 6 SPF/SYP 16"Minimum Length 2 x 8#2 SYP Rafters @ 2'o/c 24' Use 6- 3"x.131 Neils or spaced every 2"o/c Joist Hangered to 2 x 12 01 SYP B)Use 6-3"x.131 Neils Ledger Board 2 x 12#1 SYP Rafter Supports on Neil Schedule: Exterior Wafts C)Truss Support (2x8) s Use 3-6116"x 4"Structural Screws 4.6 x 5.25 Glulam 3 Ply Posts V o/c spaced every 2"o.c.-(3 per Joint) Truss Support(2x10)4 Screws Truss Support(11-7/6"LVL)6 Screws i 6.0 x 5.25 Glulam 4 Pry Posts @ 12'o/c 2 x 4 Construction Grade Waft LEGAL NOTES: Gifts(Nailer*24"o/c 1. USING THESE PLANS,DRAWINGS,AND SPECIFICATIONS TO CONSTRUCT THE STRUCTURES OR FOUNDATIONS CONSTITUTE AGREEMENT BY THE CLIENT TO THE FOLLOWING. 2. INDEMNIFICATION 2.1. THE CUENT SHALL INDEMNIFY AND HOLD HARMLESS THE DESIGNER AND OFF OF ITS PERSONNEL& Skirt Board-2 x 8 SUBCONTRACTORS FROM AND AGAINST ANY AND ALL CLAIMS.DAMAGES,LOSSES&EXPENSES(INCLUDING Treated 1 row REASONABLE ATTORNEY'S FEES)ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE SERVICES, PROVIDED THAT ANY SUCH CLAIMS,DAMAGE,LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENT ACT OR OMISSION AND/OR STRICT LIABILITY OF THE CLIENT,ANYONE DIRECTLY OF INDIRECTLY Siding Begins at 2 1/4' Below EMPLOYED BY THE CLIENT OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE.THIS INDEMNIFICATION the Top of the Skirt Board SHALL INCLUDE ANY CLAIM,DAMAGE OF LOSSES DUE TO THE PRESENCE OF HAZARDOUS MATERIALS. 3. RISK ALLOCATION 3.1. IN RECOGNITION OF THE RELATIVE RISKS,REWARDS&BENEFITS OF THE PROJECT TO BOTH THE CLIENT&THE DESIGNER THE RISKS HAVE BEEN ALLOCATED SO THAT THE CLIENT AGREES THAT TO THE FULLEST EXTENT PERMITTED BY LAW.THE DESIGNER'S TOTAL LIABILITY TO THE CLIENT,FOR ANY&ALL INJURIES,CLAIMS, LOSSES,EXPENSES,DAMAGES OR CLAIM EXPENSES ARISING OUT OF THIS AGREEMENT,FROM ANY CAUSE OF •------------- CAUSES,SHALL NOT EXCEED THE TOTAL AMOUNT OF$50,000.00,THE AMOUNT OF THE DESIGNER'S FEE(WHICHEVER Grade • • • • • • . . . . . . . . . . . . . . . . IS LESS)OR OTHER AMOUNT AGREED UPON WHEN ADDED UNDER SPECIAL CONDITIONS.SUCH CAUSES INCLUDE, BUT ARE NOT LIMITED TO,THE DESIGNER'S NEGLIGENCE,ERRORS,OMISSIONS,STRICT LIABILITY,BREACH OF CONTRACT OR BREACH OF WARRANTY. 18"Diameter Post Hole 4. OWNERSHIP DOCUMENTS 48" 8'Concrete Footer 4.1. ALL DOCUMENTS PRODUCED BY THE DESIGNER UNDER THIS AGREEMENT REMAIN THE PROPERTY OF THE DESIGNER&MAY NOT BE USED BY THE CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN 8u CONSENT OF THE DESIGNER. S. DISPUTE RESOLUTION 5.1. ANY CLAIM OR DISPUTE BETWEEN THE CLIENT AND THE DESIGNER SHALL BE SUBMITTED TO NOW BINDING MEDIATION SUBJECT TO THE PARTIES AGREEING TO A MEDIATOR(S).THIS AGREEMENT SHALL BE 1 pn GOVERNED BY THE LAWS OF THE PRINCIPAL PLACE OF BUSINESS OF THE DESIGNER. V Naeem Akhter,P.E. y� Consulting Structural Engineer N A r� 10404 W 154th,Overland Park, KS 66221 10 9 0.34890 Brian Rebello Estimate Number:626 email:soflanaeem@aol.com °oF6/Sl 8/16/2018 ss/ONAL ENG Phone: 913-685-2015 GABLE SIDE 1 ELEVATION 12 6 12 24' 4 12' 46 F AS9 I �y N S. TER Naeem Akhter, P.E. Consulting Structural Engineer 9°�FFG�STER���`��`Q Brian Rebello 10404 W 154th,Overland Park, KS 66221 SS�ONAL ENS' Estimate Number:626 K email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 i i GABLE SIDE 2 ELEVATION 12 6 ION 12 24' to 4 1 loot 000 0 0 0 M-100F=--] FM Ml 0M-10FM F=-I F=-100 F=—10 � F=-I 12 FM � 0 M 00F0 F== FMIaoo oF=---lona Lo000 46' - 3,���N F M s o� M m N ER Naeem Akhter, P.E. o.3 90 / Q Consulting Structural Engineer 9°�FF�iSTER����� O / Brian Rebello •10404 W 154th,Overland Park, KS 66221 ss/ONAL ENS' Estimate Number:626 - email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 EAVE SIDE 1 ELEVATION I T7 29' 12' 8 L� M. m N H ER .3 A9°cF /STER���`o`Q Naeem Akhter, P.E. SS�ONALENG Consulting Structural Engineer Brian Rebello 10404 W 154th,Overland Park, KS 66221 Estimate Number:626 email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 EAVE SIDE 2 ELEVATION I=H [EH- 29' 12' nil 48 �y,�Qy�N M sy M. o ti� N Naeem Akhter, P.E. N MA TER y Consulting Structural Engineer o9o�p�G/TEP�� Brian Rebello 10404 W 154th,Overland Park, KS 66221 ass/ONALEN�'\� email:sofianaeem@aol.com Estimate Number:626 8/16/2018 Phone:913-685-2015 I WOOD TRUSSES: TOP CHORD LIVE 35 PSF ACCESSIBILITY: TOP CHORD DEAD 5 PSF BOTTOM CHORD LIVE 0 PSF ` BUILDING CODE SUMMARY: 1. IN ACCORDANCE WITH 2O15 IBC SECTION 1103.2.5, THE UTILITY BUILDING IS EXEMPT FROM ACCESSIBILITY BOTTOM CHORD DEAD 5 PSF REOUIREMNTS 2. NO EXISTING ACCESSIBLE ROUTE SHALL BE ALTERED. TRUSSES ARE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FOREST PRODUCTS ASSOCIATION AND THE TRUSS PLATE INSTITUTE'S"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE 1. PROJECT: NEW GARAGE FOR BRIAN REBELLO CONNECTED WOOD TRUSSES" 2. LOCATION: 76 WOODSIDE RD TRUSS WEB CONFIGURATION, PLATE SIZES, CHORD SIZES, AND LATERAL BRACING SHALL BE DESIGNED BY A MD WEST BARNSTABLE,MA 02668 LICENSED PROFESSIONAL ENGINEER, ENERGY SUMMARY: TRUSSES SHALL BE DESIGNED FOR THE LOADING,SPACING,AND GEOMETRY SHOWN ON THE PLAN. 3. THE PROJECT IS AN ENGINEERED DESIGN IN ACCORDANCE WITH 2O15 IBC INSTALL BRACING IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN. 1. ENERGY REQUIREMENTS:2012 IECC REQUIREMENTS FOR LATERAL FORCE RESISTING AND THE DESIGN OF WOOD SHEAR WALLS TO RESIST WIND AND 4. PROPOSED USE:ACCESSORY UTILITY SEISMIC LOADS ARE N ACCORDANCE WITH 2O15 IBC 2305. 2. THERMAL ENVELOPE 5. CODES USED: 2015 IBC METHOD OF COMPLIANCE:N/A FOOTINGS: ACI 318 3. ROOF/CEILING ASSEMBLY SITE CLASS=D,SOIL TESTS ARE NOT REQUIRED FOR THE ENGINEERED DESIGN ASCE-7 U-VALUE OF TOTAL ASSEMBLY:N/A FOOTINGS SHALL BE EXCAVATED TO VIRGIN SUBGRADE WITH A TYPICAL WORST CASE CLASS OF MATERIAL AT ANSI STANDARDS R-VALUE OF INSULATION:N/A SUBGRADE BEING SANDY GRAVEL,CLASSIFICATION SG NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 4. EXTERIOR WALLS PRESUMPTIVE SOIL BEARING CAPACITY=2,000 PSF U-VALUE OF INSULATION: ASSEMBLY: WA Barnstable Bldg. Dept. 6. CONSTRUCTION TYPE: VB R-VALUE OF INSULATION: WA 7. SPRINKLERS: NO 5. OPENINGS GENERAL NOTES: 8. STANDPIPES: NO U-VALUE OF ASSEMBLY: N/A 9. FIRE DISTRICT: NO SHADING COEFFICIENT: N/A 1. STRUCTURAL COMPONENTS SUCH AS POSTS,BEAMS,TRUSSES,OR FASTENERS AND ATTACHMENT BRACKETS SHALL 10. FLOOD HAZARD AREA: NO PROJECTION FACTOR: N/A Approved by, NOT BE MODIFIED, NOTCHED, OR CUT IN APA MATTER WITHOUT REVIEW AND APPROVAL OF THE BUILDING DESIGN 11. BUILDING HEIGHT: 24'(EVE) NUMBER OF STORIES=1 BUILDING D EPT LOW E REQUIRED,IF APPLICABLE:NO PROFESSIONAL. IAL 12. GROSS BUILDING AREA 864 SQUARE FEET 6. FOUNDATIONS OR R-VALUES:3.0 Permit #: �`� e> - �� 3. CONCENTRATED LOADS 2. DO NOT USE THE ATTIC RSHALL NOT BE ATTACHED TO THEOOF TRUSSES FOR STORING ROOF OOF TRUSSES WITHOUT PRIOR REVIEW AND WRITTEN R-VALUE OF INSULATION: N/A APPROVAL OF THE BUILDING DESIGN PROFESSIONAL. 13. PRIMARY OCCUPANCY: UTILITY,APPENDIX C,MA BUILDING CODE NOV O 2o�8 14. SECONDARY OCCUPANCY: NONE 15. SPECIAL USES: NONE STRUCTURAL DESIGN CRITERIA RIGID DIAPHRAGM DESIGN FOR WALLS: 16. SPECIAL PROVISIONS: NONE 7. INCIDENTAL DENTAL USE SEPARATION: NONE TOWN OF BARNSTABLt 1. IMPORTANCE FACTORS: 1. ATTACHMENT OF METAL WALL PANELS TO THE SUBSTRAIGHT IS WITH#9 X 1-1/2"METAL TO WOOD SHARP POINT 1 WIND CT SCREWS WITH SEALING WASHERS. CARE SHALL BE TAKEN TO PROPERLY SET THE SCREW FASTENER FOR A SNOW(IS)10 WEATHERTIGHT FIT AND NOT TO OVERDRIVE THE FASTENER AND STRIP THE THREAD OUT IN THE SUBSTRAIGHT. 19. ALLOWABLE HEIGHT: 1 STORY 1.0. 2. FASTENER SPACING @ 24" 20. ALLOWABLE AREA 5.500 S.F.+4,125 S.F.=9,625 S.R. SEISMIC(IE)1.0 3. FASTENERS ARE PLACED IN THE BOTTOM FLAT ADJACENT TO EACH RIB AND AT EAVES, LAPS, AND RIDGES, THE 21. FRONTAGE AREA INCREASES: 4,125 S.F. 2. LIVE LOADS: FASTENERS ARE PLACED ON BOTH SIDES OF EACH RIB 22. SPRINKLER INCREASE: NOT APPLICABLE FLOOR:250 PSF(slab on grade) 4. WIND UPLIFT(PULLOUT)ON FASTENERS: 23. FIRE PROTECTION REQUIREMENTS: NONE,FIRE AREAS ARE LESS THAN 12,000 S.F. GROUND SNOW LOAD:30 PSF 5. WORST CASE=19 PSF X 2'X 2'=76 LB,OK FOR#9 X 1-12"METAL TO WOOD SCREWS 24. LIFE SAFETY SYSTEM REQUIREMENTS: 3. WIND LOAD:BASIC WIND SPEED 116 MPH(ASCE7-10)) 25. EMERGENCY LIGHTING: NO LUMBER: EXPOSURE CATEGORY B 26. EXIT SIGNS: NO WIND BASE SHEARS: VX=26 PSF,VY=-18 PSF 1. ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN SOCIETY OF TIMBER CONSTRUCTION AND 2 . FIRE ALARM: NO ` THE NATIONAL FOREST PRODUCTS ASSOCIATION'S"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 28. SMOKE DETECTION SYSTEMS: NO 4. SEISMIC DESIGN CATEGORY:A 2. ALL LUMBER SHALL BE#2 OR BETTER FOR LOAD SUPPORTING IDENTIFIED BY THE GRADE MARKS AND COMPLYING 29. PANIC HARDWARE: NO ARCHITECTURAL AND MECHANICAL COMPONENTS ARE ANCHORED WITH DOC PS 20. EXIT REQUIREMENTS: LATERAL DESIGN CONTROL:WIND 3. ALL LUMBER EXPOSED TO GROUND CONTACT OR INSECT INFESTATION SHALL BE TREATED ACCORDING TO THE AMERICAN WOOD PRESERVERS'ASSOCIATION STANDARDS,.60 ACO MIN. 30. NUMBER AND ARRANGEMENT OF EXITS, 5. FLOOD LOADS: 4. SIZING,THICKNESS,BEARING,SPANS,GRADE,CONNECTIONS,AND PROTECTION ARE IN ACCORDANCE WITH 2O15 IBC 31. MINIMUM: 1 THE PROJECT IS NOT WITHIN A FLOOD HAZARD AREA 2304. 32. NUMBER OF EXITS PROVIDED: 1 S. THIS STRUCTURE IS DESIGNED USING THE ALLOWABLE STRESS DESIGN METHOD AND APPLICABLE LOAD 33. WORST CASE TRAVEL DISTANCE: 92' COMBINATIONS 34. ALLOWABLE TRAVEL DISTANCE: 100' ROOF LOADS: LIVE 35 PSF 35. ACTUAL DISTANCE BETWEEN EXIT DOORS: N/A DEAD 5 PSF 36. REQUIRED DISTANCE BETWEEN EXIT DOORS:N/A 37. ARRANGEMENT OF MEANS OF EGRESS IS IN ACCORDANCE WITH SECTION 1015.2 (} ,� s "" tin .r f ► tr 38. CORRIDOR DEAD ENDS:NONE r r +` a'Y �� r;N C h 39. COMMON PATH OF TRAVEL IS IN ACCORDANCE WITH SECTION 1014.3 ,� �, +y {4�y a.� r s + i�jR,,,,� 40. EGRESS WIDTH PER OCCUPANT: REQUIRED AISLE WIDTH FOR LESS THAN 50 OCCUPANTS IS 36" REQUIRED CLEAR OPENING WIDTH OF DOORWAYS IS 32" �(%�{OF MAS t. '' F�$Fsf }a �'k' ACTUAL WIDTH:36"DOOR,32"CLEAR OPENING 41. CALCULATED OCCUPANT LOADS: CyN ' T! �g { MAXIMUM 4 OCCUPANTS FOR THE BUILDING s.M. m + �• * w 7 NAEEMAKHTER 42. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS NO. rv! L t r OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING �. . tr ! n + g r A si - _ j L y •tT' ,p. SURFACE. r' •.• . '• + ° �tlr 43. THE METHODS AND AMOUNTS OF STORED FLAMMABLE AND COMBUSTIBLE LIQUIDS IN THE BUILDING DOES NOT VIOLATE 2015 IBC Table 307.'1(2) * BUILDING SUPPLIER � � Naeem Akhter, P.E. x. Consulting Structural Engineer Oak Crest Construction ••• - °€ `� ' 10404 W 154th, Overland Park, KS 66221 11 Bell Rd., Christiana PA. 17509 email: sofianaeem aol.com 1 ' ~ j', .• �'~�f a Ak ? ysr P#(717) 529-2795 Phone: 913-685-2015 NEW GARAGE FOR BRIAN REBELLO 76 WOODSIDE RD WEST BARNSTABLE, MA 02668 Brian Rebello e Gary -Store e Building� / g QUOTATION FOR: CONTACT: CONSTRUCTION: Post Frame Brian Rebello Oak Crest Construction DIMENSIONS: 18'X 48'X 24' Snboncc@Gmail.Com Jonathan Lapp EAVE 1 LEAN-TO 14'X 48'X 12' Marstons Mills, MA 11 Bell Rd EAVE 2 LEAN-TO 14'X 48'X 12' 508-328-8675 Christiana,PA. 17509 717-529-2795 SPECIFICATIONS FOR 18'X 48'X 24'POST FRAME PACKAGE: • MATERIAL PACKAGE • Pre-Engineered Wood Trusses(6/12 Pitch,4'O/C) • 6 x 5.25 Glulam 4 Ply Eave Posts(12' O/C) • 6 x 5.25 Glulam 4 Ply Gable Posts(9' O/C) • 2 x 8 Treated Skirt Boards (1 Row) • 2 x 4 Wall Girts (24"O/C)and Roof Purlins(24"O/C) 11 • 2 x 12#1 SYP Double Truss Carriers • Ash Gray 28 Gauge Painted Steel Siding 00 • Black 28 Gauge Steel Roof • 8"x 18"Concrete Footers . DOORS&WINDOWS • Two 10 X 10 Raised Panel Insulated Overhead Doors w/1 Row of Glass • One 12 X 12 Raised Panel Insulated Overhead Door w/1 Row of Glass • One 3'9 Lite Entry Door w/Composite Jambs • Four X x 4'Single Hung Windows w/Grids&Screens • Eight 4'x 2'Fixed Windows w/Grids • 14'X 12'X 48'ENCLOSED HALF MONITOR LEAN-TO ON BOTH EAVES 4.5 x 5.25 Glulam 3 Ply Eave Posts(8'O/C) 2X8 Rafters @ 2'o/c • 12"OVERHANG ON ALL SIDES W/VENTED VINYL SOFFIT • 36"BIRDS PEAK ON GABLE 2 • ONE 36"CUPOLA W/WEATHERVANE • FASTENERS • DETAILED BUILDING PLANS t►0 MA � 9 M. N NA K ER c 48 Naeem Akhter, P.E. 9oFs G/ST Consulting Structural Engineer v 10404 W 154th,Overland Park, KS 66221 email:sofianaeem@aol.com Phone:913-685-2015 POLE LAYOUT Agricultural Use,2208 sq.ft. Eave 1 7'101/2" 8' 8' 8' 8' 1 7'101/2" N\ r I g I o Diagonal: v G 49'9 1/8" I c t I O I _ I I -" L---------- ry 11'101/2" — 12' —12' 1 11'101/2" •• 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW w � aq x o I a N S GC v I O I o ,n r � I 0 RIDGE UNE I x t� o NW_ Diagonal: I vSZ fD 50'11 5/16" I " °�' I "' ~ II E III o I a I 0 Oq I I 3 � I I o z I I G N � 0 m 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW 4/0 X 2/0 FIXED WINDOW N 11'101/2— 12' 12' --� 11'10 r-----"==-----r I � I g I _ Diagonal: o 49'9 1/8" I o ) I "OF M A I O I N NA ER y 3/0 9-UTE - 9°0 `cG/STEP%) 7'101/2" J, 8' g g' 8' 4'3" 3'71/2" ass/ONAL Eave 2 471911 Naeem Akhter, P.E. Consulting Structural Engineer Brian Rebello Estimate Number:626 10404 W 154th,Overland Park, KS 66221 8/16/2018 email:sofianaeem@aol.com Phone:913-685-2015 Cross Section Detail Truss Information 30 lb Snow Loading 48"o/c Spacing,Standard Heel Top Chord Purlins-2 x 4 Construction Grade-24°o/c Bottom Chord N N Trusses are Setting on c Double 2 x 12#1 SYP on Eave 2 B C • • 2-Ply 2x12#1SYP • • Trusa Supports • A • • 2 x 4 Truss Seat Bracing Ran • • Through the Bottom Chord 10'o/c Intermediate Truss Block: A)2 x 6 SPF/SYP 18"Minimum Length 2 x 8#2 SYP Rafters @ T o/c 24' g Use 6- 3"x.131 Nails or spaced every 2"o/c Joist Hargered to 2 x 12#1 SYP B)Use 6-3"x.131 Nails Ledger Board 2 x 12#1 SYP Rafter Supports on Nail Schedule: Exterior wags C)Truse Support (2x8) Use 3-6116"x 4"Structural Screws 4.6 x 5.25 Glulam 3 Pry Posts&o/c spaced every 2"o.c.-(3 per Joint) Truss Support(200)4 Screws Truss Support(11-718"LVL)6 Screws h 6.0 x 5.25 Glulam 4 Ply Posts @ 12'o/c 2 x 4 Construction Grade Wall LEGAL NOTES: Girls(Nailers)-24"o/c 1. USING THESE PLANS,DRAWINGS,AND SPECIFICATIONS TO CONSTRUCT THE STRUCTURES OR FOUNDATIONS CONSTITUTE AGREEMENT BY THE CLIENT TO THE FOLLOWING. 2. INDEMNIFICATION 2.1. THE CLIENT SHALL INDEMNIFY AND HOLD HARMLESS THE DESIGNER AND OFF OF ITS PERSONNEL& Skirt Board-2 x 8 SUBCONTRACTORS FROM AND AGAINST ANY AND ALL CLAIMS.DAMAGES,LOSSES&EXPENSES(INCLUDING Treated 1 row REASONABLE ATTORNEY'S FEES)ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE SERVICES, PROVIDED THAT ANY SUCH CLAIMS,DAMAGE,LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENT ACT OR OMISSION AND/OR STRICT LIABILITY OF THE CLIENT,ANYONE DIRECTLY OF INDIRECTLY Siding Begins at 2 1/4" Befow EMPLOYED BY THE CLIENT OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE.THIS INDEMNIFICATION the Top of the Skirl Board SHALL INCLUDE ANY CLAIM,DAMAGE OF LOSSES DUE TO THE PRESENCE OF HAZARDOUS MATERIALS. 3. RISK ALLOCATION 3.1. IN RECOGNITION OF THE RELATIVE RISKS,REWARDS&BENEFITS OF THE PROJECT TO BOTH THE CLIENT&THE DESIGNER THE RISKS HAVE BEEN ALLOCATED SO THAT THE CLIENT AGREES THAT TO THE FULLEST EXTENT PERMITTED BY LAW.THE DESIGNER'S TOTAL LIABILITY TO THE CLIENT,FOR ANY&ALL INJURIES,CLAIMS, LOSSES,EXPENSES,DAMAGES OR CLAIM EXPENSES ARISING OUT OF THIS AGREEMENT,FROM ANY CAUSE OF -------------- CAUSES,SHALL NOT EXCEED THE TOTAL AMOUNT OF$50,0D0.00,THE AMOUNT OF THE DESIGNER'S FEE(WHICHEVER Grade IS LESS)OR OTHER AMOUNT AGREED UPON WHEN ADDED UNDER SPECIAL CONDITIONS.SUCH CAUSES INCLUDE, BUT ARE NOT LIMITED TO,THE DESIGNER'S NEGLIGENCE,ERRORS,OMISSIONS,STRICT LIABILITY,BREACH OF CONTRACT OR BREACH OF WARRANTY. 18"Diameter Post Hole 4. OWNERSHIP DOCUMENTS 48" B"Concrete Footer 4.1. ALL DOCUMENTS PRODUCED BY THE DESIGNER UNDER THIS AGREEMENT REMAIN THE PROPERTY OF THE DESIGNER&MAY NOT BE USED BY THE CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN 8n CONSENT OF THE DESIGNER. S. DISPUTE RESOLUTION hE--� 5.1. ANY CLAIM OR DISPUTE BETWEEN THE CLIENTAND THE DESIGNER SHALL BE SUBMITTED TO NOW BINDING MEDIATION SUBJECT TO THE PARTIES AGREEING TO A MEDIATOR(S).THIS AGREEMENT SHALL BE 1.8„ GOVERNED BY THE LAWS OF THE PRINCIPAL PLACE OF BUSINESS OF THE DESIGNER. Naeem Akhter, P.E. °tip Consulting Structural Engineer S , 10404 W 154th,Overland Park, KS 66221 NO.34890 Estimatean Nu email:soflanaeem@aol.com oo96/STER�C Estimate Number:626 8/16/2018 Phone:913-685-2015 ass/ONAL EN�\� GABLE SIDE 1 ELEVATION 12 6 12 24' 4 • 'I 2' 461 J oa��P�tN OF iyq qyG • N NA PA Naeem Akhter,P.E. 09 9 '34 0 Consulting Structural Engineer OFFS�I TEF����`6 . Brian Rebello 10404 W 154th,Overland Park, KS 66221 S�ONALE� Estimate Number:626 email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 GABLE SIDE 2 ELEVATION 12 6 Lai 1-41 12 24' 00 4 o � ac� a o FM o o � 000 000ao 12, o0oo F= C] FMI ooaaa c� aoo � oc� o cMaao oF=-] oaF F=-] o0o 46' N TER y Naeem Akhter, P.E. 9o�9Fo.3 �O Consulting Structural Engineer NAl Brian Rebello 10404 W 154th,Overland Park, KS 66221 Estimate Number:626 email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 EAVE SIDE 1 ELEVATION i 29' 12' °F 48' � 9 .M. m DNA A 34 / e • - Naeem Akhter, P.E. A9°�FF�/STER���`�`` Consulting Structural Engineer SS�oNALENG Brian Rebello 10404 W 154th,Overland Park, KS 66221 Estimate Number:626 email:sofianaeem@aol.com 8/16/2018 Phone:913-685-2015 EAVE SIDE 2 ELEVATION 29' 12' -ffg all 481 u m NA M ER Naeem Akhter,P.E. 4 Consulting Structural Engineer 9°��c�G/STER`���`�``Q O�is8 10404 W 154th,Overland Park, KS 66221 ss/ONALEN�' Brian Rebello email:sofianaeem@aol.com Estimate Number:626 Phone:913-685-2015 8/16/2018 • WEST BARNSTABLE ROU ... TF 6 O un PARCEL ID: `L° ONQ- O Ni 127/04 o* LOCUS o m �o 21.0' z o OPT S PARCEL ID: RACE �Q 127/13 LA E 21 0' 86.0' LOCUS MAP PLAN REF: 389/44 TITLE REF: 14398/157 PROPOSED PARCEL ID: MAP 127 PAR. 14 ZONING: "RF" SETBACKS: 30'F-15'S-15'R BARN �O MAX. BUILDING HEIGHT: 30' ? NOT IN 1 MILE WIND DISTRICT: EXPOS. "B" FLOOD ZONE: "X" 71.4' pp -__ 1,I1 COMMUNITY PANEL: 25001CO542J DATED:07/16/14 CERTIFIED PLOT PLAN ,'AN, ap =__ #76 (FOR PROPOSED BARN) = LOCATED AT: 76 WOODSIDE ROAD \` WEST BARNSTABLE, MA. PREPARED FOR BRIAN K. & SHELLY C. 65.7 REBELLO OCTOBER 31, 2018 PARCEL ID: 127/14 151.5' \\ �� \ �� tN OF M4S AREA=43,639f S.F. \\ \\ �� EDWARD yG� \ \ A. PARCEL ID: \ \ STO N 127/16 \ �tij� 2 8 Q O MacDougall Surveying F/ C & Associates ° O P. O. Box 2428 GRAPHIC SCALE \\� Mashpee, Ma. 02649 30 0 15 ao so 120 "� v' PH. (508)419-1086 CELL: 774-327-0617 ti ( IN FEET ) 5h macdougalIsurvey@comcost.net r 1 inch = 30 ft. J#2043 lZ 1 � 4`2 C2 / v \\ !' ✓ �b' /f � ^r`,. \ \` ♦ � ._� `� _ .Yt. _ __.. _._ �G'Rra}c J `t Ce:-1 la �r�-' ttfi.SS oS. rp t!G9 j 1t .5� f i \ `\ � ��z�v• rc.cv. tni.�u. +=L�.v. �±�v, ttt;.� / E tyc>. t'� tcavG ur.sg.,+}TAt3t-.C. �'t>le— T'c3 " M t-ou'i Ahl? .\ C � "� 9 � �.��s �c'_,C���Ys �•(;�iTC.^r P•ll�r �^u.'T T+KIE. c_�'l CG».3`��'Tk UG=.'T'tG.JI.I. 1'T t'_, A cam' "Tr•+c-.. 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