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HomeMy WebLinkAbout0155 SUNSET LANE 77 SAN; JYIN 4 UA, pop 2n join; SIR lows U&how Q =q, y" WWI to Raw, I WWI R Wry wan. u—w -WARM mow. gums 0 --mo-woo swims NO sit 14521wwmd......... Ingot,,! Mang mow Q 111 I!= MAE, ago! ttt Avon; IT "Myo imp Ono WWWA;n�nst;qjj van!isimon .ter g Town of BarnstableBuilding# ? YV '. `i e' 3 .�`. ,.'..,Y °h's5 tbY / r;;, Post This Card SoThat,�t-is',�/isibleFrorri,the Street Approved'Plans Must be,Retamed on,Job and'this.Card Mus be Kept Posted'llntiLFinal`lnsBAILNSTAS pection�Has BeenMade> � � _ 3 : , ib3 , Where a Certificateof Occupancy is Required;suchBuildmg shall Not be Occupied until a,Fina131 z Inspection Yhas beenmade 'f Permit Permit No. B-19-3755 Applicant Name: CENTRAL CAPE CONSTRUCTION COMPANY INC. Approvals DatC,4ssued: 11/12/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential. Expiration Date: 05/12/2020 Foundation: Location: 155 SUNSET LANE, BARNSTABLE Map/Lot: 319-025 Zoning District: RB Sheathing: Owner on Record: SUNSET LANE LLC Contractor Name CENTRAL CAPE CONSTRUCTION Framing: 1 COMPANY INC. Address: 212 26TH STREET#210 2 SANTA MONICA,CA 90402 Contractor License: 131841 Chimney: Description: INCREASE MAIN FRONT ADDITION FROM 8'X 36'TO 10'X36'(8X36 Est Protect Cost: $ 15,000.00 ALRADY PERMITTED ON B-18-3761) Perrnrt Fee: $ 126:50 Insulation: {,,.� Project Review Re minor modification to B-18-3761 added 2 feet Fee Paid: $ 126.50 Final: J q - Date: 11/12/2019 Plumbing/Gas Rough Plumbing: F ,. ; Final Plumbing: - Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for,which this permit has been granted. All construction,alterations and changes of use of any building and structures 11 shall be in compliance with the local zoning by IawS and codes. Final Gas: ,41. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicfinspect on for the entire duration of the work until the completion of the same. Electrical % �, Service: The Certificate of Occupancy will not be issued until all applicable sign aturesbykthe Building and Fire®fficials�are provided ah this permit. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. 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 tHE Application Number.. .. `�............ MASEL Permit Fee.......................................Other Fee........................ 1639. �m Total Fee Paid.. ' ...1<�e........................................ TOWN OF BARNSTABLE PermitApprova •. ......On...� o,... �.... �'... BUILDING PERMIT Map......... t�.......9� �.....:.....a Z .................... APPLICATION 4 Section 1 — Owner's Information and Project Location Project Address M- Rljios-p e, Village (U&&W-coca- Owners Name UN S-e/r L u N Q LL � Owners Legal Address 7-it 2 6 f-k t3- 2j o City �, 4 rick " i'a State (- A Zip CI 4 t 0 2- Owners Cell# E-mail i p eg Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Coitffierciai 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 structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm uild ❑ Deck Apartment El Sprinkler System Addition ❑ Retaining wall . Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify ; Section 4 - Work Description M ,e 4,1 g-, a i j r M Tact nndsted- 11/I 50M R i i Application Number........... i Section 5—Detail Cost of Proposed Construction 1�-600 Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑.Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District �ld Kings'Highway Debris Disposal Facility: ( Sh2&6h 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 Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 8 Application Number........................................... Section 9- Construction Supervisor Name 5 Z �U Telephone Number 17? Address vv CV4 S . - City C-6-7y it) State ��-A Zip GZ(j ,?T_ License Numb License Type OrJk�9-_ Expiration Date 2 y 16 Contractors Email � c()►J S 72U�<0(�) �� Cell # �- '17 --66�U �j� 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 C d the Town of Barnstable.Attach a copy of your license. Signature Date //k Section 10—Home Improvement Contractor u Name — Sfi l Telephone Number Address L70 J •City ('.Zvi. State tM.y) Zip J2,rL3,S_' Registration Number Expiration Date 6 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State BuildingOode. I understand the construction inspection procedures,specific inspections and documentation required by 780 d the Town of Barnstable.Attach a copy of your HIC... Signature DateILI Section 11 —Home Owners License Exemption F Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date w APPLICANT SIGNATURE k t Signature Date �/ ��► a Print Name 14,6V -6 l-f 1' Telephone Number E-mail permit to: �S Last updated: 1 /2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ e I Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 — Owners 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 1 Last updated: 11/15/2018 3 i Town of Barnstable Building Department Services M # ` RAIMMA MAS& Brian Florence,CBO i639. � Building Commissioriec QED MA'S A 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 �� ; 1 CG as Owner of the subject property hereby authorize Ll to act on my behalf, in all matters relative to work authorized by this building permit application for: JV\J l�4 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signa re Applicant Kai L� eil Print Name Print Noyne 91116 Date Q:FORMS:O WNERPERMISSIONPOOLS Rev:08/16/17 a Town of Barnstable,Planning&Development Department t ' Old King's Highway Historic Dishict Cormi x 20.0 Main Street h annis Massachusetts 02601 OCT 222019 Phone 508.862.4787 Email erin.lpgoa iii towj3.1)arMIENT nstabie ARTOR MODIl1+ICA_nON TO PPJOR APPROVE)D PJ:V »•. 972 CMR Rules and Regulations, section 1.03(2), 1.03: General Procedures (2.) (a.) Only minor changes may &- approved b}J the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as a&edng a single laffdow or door change or a Minor change of cotom All minor changes by amendment will require the local Committee's or its designee's approvals Submit 2 copies of the application and supporting materials and documentation Dais i SUNS f {��_' C_L.,C, Applicant(s),p--,mt name Address of proposed work 3 1.C1 ) 6 Z,(;- l Al a3 P +ce1 no. 1 �J� ;r� L a�C. � �t"/TR rn1,�1�1 e �d3 t1Y�„ 3iowe No. .Street �` ®'� Vifage Date of approved Certificate of Appropriateness e L ( d AgdjfGt'an, __.. t 1tJCU4 -- gk Alm tit tiv, tit iQ Signature of applicant Applicant Phone �- ,._._�Y) Email r e, 1 _ A APPROVED/DENIED signed C^�^— ,/a CRIAERMAN Date APP ED i 0 C f 3 0 ?019 0,01 Afi mrAlWiicatim 1'OIAI 1017 i oarrsiable ):d K'og's Highway THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA iOdfi±;t r'IYt.F r' t 't, ' APPROVE® I ' Fwcbo67 � I • .. \ u OCT 22 2019 L. tip .r.trurf.,r rrn; Central 4m*Uct6n cmpw,Inc. Sim edm Pre.,id'i'71 • N'W, <' !. .Q%-�5 i�.,f'4n[ Zflf lR>Jwrd���Y � ..wQ '• 14 :, t• , ' "1 bd•l�tt�ilr/neW/.r Bd+ildlAJ(" i` � _ R'li!4lalr iteat•G'ahiit.UAh•3G8.A2U•1:+4b • a nw34�'mirky,!,q+91rUCtvnr•.t,'�r�+pnMl.Cfifr f '� fiJI<_I�S,. �.�,t.e 8� l � � Cr.1::.�,,,S.b".': .. , ., �! ' v�dhhite Wtiw Ca71tf1k.Rpe(•p119trtrCfleft."Mn, Co., jfUcK t r DitAWN Jc:H NJ `$HEFT Pt•r.ircd r .a.r'f , 9.LC A � I 4V3pROVED OCT 30 r old l<tni*s _ Toren>i❑3r�,uahte �y '-'• 3 y j i CENTRALCAPE CONSTRUCTIONIONC COMPANY,INC. ' Ycc,y�.rp �„�. i� � ��r.== __ t � .� • 820 MAIN STREET COTUIT,MA 02835 If d II; '..ION ti � OCT 22 2019 -I ,,{ ! f i r ya ;4v6 Ce'nhml C115kudion 9 mpany,loc �. . 4 L: d �� .Sfrr� lkrt�nt•!'ra�i,trhf :, •,� _ -i I "74r LXCHrMt7f7 h Nw114 « 4 � � .`iin Moir,5CYN.i;ultat.MA•4p8'+a0••1:is0 orr a" p{,tte�i.trr«lhvbnt!!`S`il�fymiu corn ¢ I r A Naha se M>rw.c�ylralcapac4nrfn,etlfur*.om L7 t 16 IyA"ft ;+ i� 3C+W(!,N, UHECK Ir;N i \ 1 AGRI BALANCEO Oo Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Keith Dacey & Kyle D. Installation Date 06/10/2020 155 Sunset Lane, Barnstable PA86001994 Jobsite Address A-Side Lot Ws Permit Number B-Side Lot#'s P1319334019 e e I��. a IJL��SU U►P1`/G11:�.� � • • • � �i 9" R-40 520 square feet Cathedral Ceiling/Roof 3.5" R-16 1,050 square feet Walls Walls 5.5 R-24 330 square feet . u -• . . a �4 Sherwin Williams Vapor Barrier Paint Attic Ceiling&Walls 17 mils Blazelok Thermal Barrier Paint Exposed Attic Area 17 Mils www.Demilec.com ,o 6-9�2 �o�o �► s9cBDEMILEC F PHILBROOK ENGINEERING 107 BEACH STREET i Project: 155 SUNSET LANE DENNIS, MA 02638 Project No:- P19-02 J 1-508-385.8682 Date: 20 March 2020 LOA BUILDING FOUNQATIQNIFRAME.NOTES Y Sheet No. Note Description 4 tc1-9th -------- -------- -------- --- =-- --- ==- --------- ----- --------- -- - --- Photo Narrative: This work will upgrade the edge of the rear slab to re-support he framing Sheet properly and support the2nd floor open deck above. From the attached plans the framing Will span front to back on a pair of load bearing walls w/ continuous headers connecting the house to the garage across the new front and upgraded rear foundation lines. To accomplish this the:entire roof and front/rear wails enclosing the old breezeway will first be pulled off and replaced w/the new wall framing-and front to back engineered wood joists. The open deck above.will be gravity supported by this new roof structure. i i SK 1y #1 2 ea New 12" square concrete piers approx.. 30" below grade to gR SK-2 rest, on 12" of compacted gravel sub-base. Box 'form may be PT .plywood or free-formed on embankment to the inside. Place and I. tremie concrete. up. itight to the underside of the existing slab #2 Existing new .concrete foundation from previous work; 8" #3 41!x PT sleeper: Drill and epoxy bolt the sleeper to the slab w/ 5/8"x 16" threaded rod (embed minimum 4-1/211) spaced 321, .o/c #4 Existing new Anchor bolts from previous work; 5/$ @ 48 o/c #5 Continuous Header Beams; 3/2"x 8" w/ 1./2' CDX flitch plates. Span from Simpson LUS66 hanger. to edge of garage. Support on the inside by 2"x. 61! wall panels. Double King .studs at all of the door and window openings front and back_. It looks like there will be no Jack studs #6 Spanning Roof; LL - 150 'lb/sq. ft for deck !greater than: snow) and DL_ - 20 lb/sq ft f.or deck/roof framing #7 Joists; 11-7/8" AJSs140 or 20 series @ 16" o/c w/ solid end rim. joists and 3/41; Plywood/Advantee primary sheathing i y tf dlA # . E ; _ f i k - j - i a t 1 � s 1 S f t f. � Philbrook Engineering 107 Beach Street :Dennis,' MA 02638 508=385-8682. �t9-oz 5 v es debut eArete HU 'feee- ecrnh � r 41 ' - �, •;� �--� <,- �� is � '�,� �� '��t '"� ` � � �` � `. ¢ p " s �. r f. ` �t Newfi' rtoare nM— POT . Vi dk r� tt ret t ¢ �i�� : y Y ;r trtde s#fie a1a4, r bo- rest 00 12'* spa t . :x. �. cv I bs E Wa#t to be t � X G'VY Cf1St 44 14 �. M. .„ < tal0rf € te1 M of propased now Y t L i 4 vil'i x` Phitbrook Engineering; 107 Beach Street Dennis, MA 02,638 r F 5M-385-8682' Af- Gil gm, eRx it-+.ftR mm y f ' .., ,.e,�.,.»�...._.�-..,a...,,a.,,a,....,.,..«.a,»..:.....�.»...�.........�........�....,.,,.......�w�,-,�«,.+M....x�..,.....�....w.,. ...,sa;ax":-,ar 3.ua", THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA i Phitbrbbk Engineering i d ,Beach Street -., Dennis, MA 02638 508-385-8682 S l< � f Z. { 3 Y: y .. ... •.,. W x,'4A.,a., a .. '•ad+rr..,y .....x,.x. �.w w vM .- � 1 M J( r if? S ,w i y t I i Town of BarnstableBuilding PoslThis°CardeSoThat�it IsUlslble=From.the Street A r,,oved.P.,lans Must be,Retalned onJoband this Cacd Must;befKept * RARNIMASI.i. .ui ,g,,.z �'s v KA� �" Posted Until�Final�Inspectlon Has.Been Made �� -� f^ ��� �� �� p � t� � a ..� 163Q. �. ��;s" ,. .:';x ,,+„< r.�.<n.;.,+?;.; v <,,. �• �' •,.;L S^,a ,..«�: �a%c.; cx,:x, t Permit VNherea Certifieate�of Occupancy is Requ�red;auch BuIding shall Not;be Occupied until a Frnal Inspection has been made ....,�.,• Permit No. B-18-3761 Applicant Name: CENTRAL CAPE CONSTRUCTION COMPANY INC. Approvals Date Issued: 02/06/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/06/2019 Foundation: Location: 155 SUNSET LANE, BARNSTABLE Map/Lot 319-025 Zoning District: RB Sheathing: Of Owner on Record: SUNSET LANE LLC Contractor Nme �s CENTRAL CAPE CONSTRUCTION Framing: 1 COMPANY INC. Address: 212 26TH STREET#210 �' ". - 2 - ContractorrLicense: 131841 SANTA MONICA,CA 90402 l<< Chimney: Este Project Cost: $ 200'000.00 Description: Construct 8'x36'single story addition,4x10 single story addition to I a Insulation: breezeway,add rubber roof deck, renovate 8x16 oUeiki tang interior Permit Fee: $ 1,070.00 residenewrwindows and living space to screened porch, reroof, Fee Paid: $ 1,070.00 Final: trim , Date: 2/6/2019 a Project Review Req: Plumbing/Gas b Lt �tM Rough Plumbing: u Y Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six„nonthsafter issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the:approved construction documents for wh'ichth'i's permit has been granted. - x � Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zornrig by lawspand codes. This permit shall be displayed in a location clearly visible from access street or1road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. ; r 1 i Service: The Certificate of Occupancy will not be issued until all applicable signatures by`the Bwicing and Fire Officials ale provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: • Rough: 1.Foundation or Footing ` 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. 4 ;tall 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 r 4 r 94 6 Mew TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIO,,N TOW �����tt Map Parcel O ZS' Appficat�ft lU I Health Division fl18 t rue T-5(0- Conservation Division `s Application Fee Planning Dept: '� ' n Fee f y 1V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address .._mve-, Village 1,4 1.e.- W- A 1111 Owner l(tiU .S tf Ze, Lr-l—C. Address Z,�z 26i �1 �� �j�1'l''•.Vh4J1G�'t Telephone 3 1 0"— ') 061 ^ 0 ©SG Permit Request CUfq Sa,,kjc,,V- �� ,� 6 ` S�nY G�.e s ADD,p d+� , 4��((c� � Sirs�Le sigru► (T-AA,�o 1 N f ekir& u r Irk SPWX- 1,a X ay,-eiy e A at h, 0-C- -i &_e-.s uh e . IAMW;r; Square feet: 1 st floor: existing proposed ly'N 2nd floor: existing proposed O Total new 326 S r Zoning District Flood Plain 20 Of Groundwater Overlay Project Valuation 20a,r d0� Construction Type_ Lot Size 3 S = Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: C7Yes ❑ No On Old King's Highway: dYes ❑ No Basement Type: LW/Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) n Basement Unfinished Area (sq.ft) �l 9 6 Number of Baths: Full: existing 2- new Half: existing 0 new Number of Bedrooms: _ existing 0 new Total Room Count (not inclu ' g baths): existing new First Floor Room Count Heat T n F I: ❑ it ❑ Electric ❑ Other ea Type and use Gas 0 ec c Ot e Central Air: Yles ❑ No Fireplaces: Existing 0 New 0 Existing wood/coal stove: ❑Yes ZO Detached ❑ existing ❑ new size_Pool: ❑ existinc, lryw size _ Barn: ❑ existing ❑ new size_ Attached garage: Ye-xisting ❑ new size _Shed: ❑ existingw size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes YNo If yes, site plan review# Current Use Proposed Use S OL, a ' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v u � `Telephone Number 6— CCCO Address d✓f'4yj License # O�A D GI C, coI-L/Cr M.&, Home Improvement Contractor# 13 1?:!41 Email ce � Co N JCa Worker's Compensation # U/GG 500�0 ��c�2p� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE I 4� FOR OFFICIAL USE ONLY • APPLICATION # r,. DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE T ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. E Town of Barnstable 4 Regulatory Services + WWWABLE, MAS& Richard V.Scali,Director t639. �c M ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I• ► C ,as Owner of the subject property hereby authorize LUL-lh1 to act on my behalf, in all matters relative to work authorized by this building permit application for: 1� S J�s yr �-cMv�- �✓tom a r3�L (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signatutvof Applicant ro i S 64) Print Name Print r Date PHILBROOK ENGINEERING 107 BEACH STREET Project: 166 SUNSET LANE DENNIS, MA 02638 Project No: P19-02 1-608-386-8682 Date: 3 February 2019 BUILDING REVIEW/LAYOUT NOTES Sheet No. Note Description tcl-9th ------- ------- ------- ------- ------- ------- --------------------------- See Narrative: This work will alter and add onto a previously constructed 2 story colonial Plan Set residence at 155 Sunset Lane. As-built the house has an existing attached 2 car garage w/a narrow breezeway connector. Plans call to expand across the front of the house w/a full width addition, cut into the rear right corner to create an inset screened porch and to enlarge the connector to full size w/a 2nd story walk-out deck for the roof. All egress and exits will remain. Fire safety will be improved to the current protection requirements of AJ102.3.1 MA Amends. Structural work will fall under Sec.AJ101 -Purpose & Intent and Sec.AJ601 -Structural Alterations. It is the intent of the proposed work to increase performance of both the lateral and gravity systems. Sec.AJ601 as it applies to stairs, handrails and guards does not seem to be affected as no change to the existing stairs is shown. New decks and rails will have to meet Sec. AJ501.1 requirements. IRC 2015 AJ501 -Summary of Requirements: Appx. J w/MA AJ501.1 - Newly constructed elements and systems must comply with the Amends MA present code AJ501.2 -Nonconformities; work will not increase any noncompliance items or areas or create nonconformities. The new work will incorporate additional lateral and gravity strengthening components AJ501.3 -Alteration work appears less than the 60% upgrade requirement AJ501.4-Structural; the minimum design loads for the structure shall be MA the loads applicable at the time the building was constructed. The proposed alterations will not decrease the structural perform- ance of the existing building. Instead, the new work is intended to provide a net increase in the buildings structural performance. Lateral loads shearwalls & connections -will take advantage of the proposed siding work to bring nailing requirements current. Additional foundation ties will match Tbl. 4 of the 2001 WFCM Guide. Note: Nothing shown on the plans or identified to date exempts the requirements for observed conditions IAW Para.AJ102.11 MA- Latent Conditions. Should such conditions come to light or appear unsafe or unserviceable then corrective work would still be required according to those findings. Respectfully submitted, \,SN OFhfgsS Ilr- 9 T VARNUM oyG� PHILBROOK T. Varnum Philbrook, P.E. MECHANICAL N F No.30690 TO EB `� 2� °�FSSGIST G�`�` W/V Oh 8� 1 � CNAL EN �. I PHILBROOK ENGINEERING&CONSTRUCTION Eqtti'ed 107 BEACH STREET Project: 155 SUNSET Lane DENNIS, MA 02638 ��®f Project No: P19-02 �_j�OF Mass 1-508-385-8682 air/( 6�te: 19 January 2019 T VARNUM J o PHILBROOK a BUILDING LAYOUTS2 4 MECHANICAL - `/off ®�9 P ANo.306 � o Summary - There are 4 outside wall face construct316k. /areas proposed for the exist' 2 story colonial residence. In review the fulh f, � addition and the smaY 0 ALONG garage connector will impact the building aspect ratio. The 2nd floor roof deck and enclosing (winterizing) the in-set rear porch will have no impact on either the building area, height or overall aspect ratio. o Foundation & Plan Layout Review - Central Construction Plans Dated 24 FEB 2018 Wood Frame Const. Manual 1-2 Family - Prescriptive Guide for 110 MPH Exp. B UON USE Inscribed Structure for the house & garage connector (Fig. 3) AS NOTED ABOVE: Roof Deck and Inset Porch are excluded o Layout Design Zones & Mean Roof Heights Length Width Story Mrh Zone 1; Main House - 2 Story 36 34 2 22 Zone 2; House/Garage Connector - 1 Story 24 22 1 12 o Assign Aspect Ratios - 2 Ways L/W W/L Zone 1; Main House - 2 Story 1.06 0.94 <- use" 1.0 Zone 2; House/Garage Connector - 1 Story 1.09 0.92 <- use 1.0 o Determine Primary Method of Design by Zone & Note Special Conditions Zone 1; Main House - WFCM 1&2 Prescriptive Guide Zone 2; House/Garage Connector - WFCM 1&2 Prescriptive Guide o Determine Anchor Bolt Type, Number & Spacings w/ Ratio for Existing Connections Prescriptive Table 4 - 5/8" Anchor Bolts, Exp. B Story Length Bolts Width Bolts Zone 1; Main House - 2 Story 2 36 8 34 8 Zone 2; House/Garage Connector - 1 Story 1 24 6 22 5 All 5/8" anchor bolts adjusted to 48" o/c subject to any needed off-set & dedicated corner bolts. Special bolting for shear panels & wind frames o Shear Lines - Roof, Ceiling & 1 Flr - Prescriptive Tables 10 & 11 Height Ratio Wind Req. Len Eff. Len Zone 1; Main House 92" 3't:1 perp 45% 47% SW-3 26" parll 49% 55% SW-2 min panel peril 45% 50% SW-3 parll 52% 58% F SW-2-2 o Shear Lines - Roof & Ceiling - Prescriptive Tables 10 & 11 Height Ratio Wind Req. Len Eff. Len Zone 2; House/Garage Connector 92" 3't!:1 perp shielded wall 26" parll common wall Main min panel perp 33% 33% F_SW-1_ parll 31% 66% SSW-1_,_, (T3W'1- Standard Shearwail; 7/16"+ CDX/OSB w/ 8d ring-shank @ 6" o/c and Solid blocked seams w/ 1/2" GWB/plasterboard on inside and 10" o/c Field nailing (m x 1.0) SW-2 Reduced Shearwall; 7/16"+ CDX/OSB w/ 8d ring-shank @ 4" o/c and Solid blocked seams w/ 1/2" GWB/plasterboard on inside and 10" o/c Field nailing (m x 1.0) SW-2-2 Reduced Shearwa11, 7/1611+ CDX/OSB w/ 8d ring-shank @ 4" o/c and Solid blocked seams w/ SAME CDX/OSB & Nailing on Inside before 1/2" GWB/plasterboard finishes SW-3 Reduced Shearwall; 7/1611+ CDX/OSB w/ 8d ring-shank @ 3" o/c and Solid blocked seams w/ 1/2" GWB/plasterboard on inside and 10" o/c Field nailing (m x 1.0) OK by Design & WFCM Tables 9 REScheck Software Version 4.6.5 Comp Iiahce Certificate Project New Custom Additions Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Sunset Lane Fai Cole Steve Devlin Barnstable, MA 02630 212 26th Street Central Cape Construction Co. Inc, #210 820 Main Street Santa Monica, CA 90402 Cotuit, MA 02635 508-776-6660 Compliance: 5.9%Better Than Code Maximum UA: 85 Your UA: 80 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Cathedral Ceiling 354 40.0 0.0 0.026 9 Wall 1: Wood Frame, 16" o.c. 590 24,0 0.0 0.054 26 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 76 0.300 23 Door 1: Solid 20 0.310 6 Door 2: Glass 20 0.180 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 354 30.0 0.0 0.033 12 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -Keith PrPcswnnd VP kel,th �esswod 19/31/9018 Name-Title Signature Date z. Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 # 727310 Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified' # Pre4nspection/Plan>Review Complies? -comments/Assumptions & Req:ID Value Value 103.1, :Construction drawings and s y❑Complies 'Requirement will be met. 103.2 documentation demonstrate F❑Does Not [PR1]1 i energy code compliance for the a building envelope.Thermal ❑Not Observable envelop a represented on ❑Not Applicable P e construction documents. 103.1, ;Construction drawings and EComplies 103.2, documentation demonstrate J t❑Does Not 403.7 :energy code compliance for I [PR3]1 ;lighting and mechanical systems. I ❑Not Observable gj i Systems serving multiple i []Not Applicable :dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. "? 302.1, tHeating and cooling equipment is' Heating: Heating: ❑Complies ; 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ion loads calculated per ACCA : Cooling: Cooling: . Manual J or other methods Btu/hr `.. Btu/hr ❑Not Observable ; approved by the code official. ❑Not Applicable t I i I , 1 1 , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 2 of 9 Section . # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 ;A protective covering is installed to '❑Complies :Exception: Requirement is not applicable. voll]? ;protect exposed exterior insulation Does Not sand extends a minimum of 6 in. below ' ; grade. s❑Not Observable 3 ❑Not Applicable 403.9 Snow-and ice-melting system controls t Complies (FO12]2 installed. ❑Does Not i❑Not Observable,' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # ' Framing/Rough-In Inspection Complies Comments/Assumptions` &Req.ID Value Value. 402.1.1, Moor U-factor. U U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1]1 'UNot Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- '.❑Complies ;See the Envelope Assemblies 402.3.1, :average). '❑Does Not ;table for values. 402.3.3, 402.5 '❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 i U-factors of fenestration products = '`•❑Complies 'Requirement will be met. [FR4]1 are determined in accordance i =❑Does Not ;with the NFRC test procedure or ; ❑Not Observable ;taken from the default table. 11INot Applicable 402.4.1.1 ,Air barrier and thermal barrier []Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's '+ODoes Not instructions. ]❑Not Observable { ¢,❑Not Applicable } 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. (FR20]1 tis listed and labeled as meeting }❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC I ❑Not Observable 400 that do not exceed code ( J❑Not Applicable ,limi ts. ts. - ;i 402.4.5 ;IC-rated recessed lighting fixtures , ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ) sEl Does Not €and labeled to indicate<_2.0 cfm r ;leakage at 75 Pa. 3 i❑Not Observable ❑Not Applicable 403.3.1 ,Supply and return ducts in attics # ❑Complies [FR12]1 ;insulated >= R-8 where duct is j❑Does Not >= 3 inches in diameter and >= I 4 'R-6 where< 3 inches.Supply and ❑Not Observable ; e ❑N t Applicable ereturn ducts in other portions of ' ;the building insulated >= R-6 for ; ,diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. a 403.3.5 i Building areof used as # - I❑Complies , [FR15]3 s`ducts or plenums. i ❑Does Not I 1 Not Observable , T❑Not Applicable 403.4 ;HVAC piping conveying fluids R- i R- ;❑Complies [FR17]2 J�above 105 4F or chilled fluids ❑Does Not > - ;below 55-F are insulated to_R ° i 3 ;[]Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC w ❑Complies [FR24]1 ;piping. I❑Does Not r ,❑Not Observable ; ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- EComplies [FR18]2, >_R-3. ❑Does Not 9V ;❑Not Observable i ❑Not Applicable ; 403.6 !Automatic or gravity dampers are 4❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. i ❑Not Observable `❑Not Applicable 1 High Impact(Tier 1) ;2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 4 of 9 f Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified. }_Field Verified`: #' Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 iAll installed insulation is labeled ! ❑Complies ;Requirement will be met. [IN13]2 for the installed R-values ❑Does Not provided. : .*.ONot Observable g❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood '❑ Wood '❑Does Not ;table for values. [IN1]1 ❑ Steel Steel ❑ `❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per i �❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and 113Does Not [IN2]1 :in substantial contact with the t underside of the subfloor,or floor: ❑Not Observable :framing cavity insulation is in 1` UNot Applicable contact with the top side of S - ,sheathing, or continuous insulation is installed on the underside of floor framing and r extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a; R- R- '❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 114 of the ;❑ Wood ;❑ Wood ❑Does Not ,table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ;❑ Mass ❑Not Observable requirement applies(FR10). ;❑ Steel 3❑ Steel []Not Applicable I " 303.2 ;Wall insulation is installed per �E Complies 'Requirement will be met. [IN4]1 'manufacturer's instructions. ZlDoes Not s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13-1 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified i. #' Final Inspection Provisions Complies Commen /A tsssumptions &RegID value' value z 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies :see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not :table for values. 402.2.2, 402.2.E ;❑ Steel ;❑ Steel '[]Not Observable [FI1]1 ❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per '❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. $ ❑Does Not (FI2]1 ;Blown insulation marked every • s :300 ft2. ❑Not Observable ; '❑Not Applicable 402.2.3 ;Vented attics with air permeable F ❑Complies ;Exception:Requirement is [FI22]2 i insulation include baffle adjacent - ODoes Not not applicable. t a PP to soffit and eave vents that extends over insulation. `❑Not Observable i ( ]Not Applicable ; 402.2.4 Attic access hatch and door R- R- :❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not i ;adjacent assembly. t ❑Not Observable r❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= `❑Complies ;Requirement will be met. [FI17]1 'ach in Climate Zones 1-2,and ;❑Does Not ;<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 :❑Complies ; [FI4]1 ;cfm/100 ft2 across the system or I ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ;❑Not Observable :tests,verification may need to ;❑Not Applicable occur during Framing Inspection. ; 403.3.3 !Ducts are pressure tested tot cfm/100 cfm/100 ;❑Complies [FI27]1 ;determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total :leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ; .the manufacturer's air handler ; enclosure if installed at time of ; ;test. Postconstruction test:Total leakage measured with a .pressure differential of 0.1 inch ;w.g.across the entire system ;including the manufacturer's air ; ;handler enclosure. 403.3.2.1 ;Air handler leakage designated UComplies [FI24]1 -by manufacturer at<=2%of ❑Does Not !design airflow. [, 3❑Not Observable ¢ ;❑Not Applicable ; 403.1.1 ;Programmable thermostats ':❑Complies [FI9]2 'installed for control of primary a 6❑Does Not !heating and cooling systems and I { 1 ❑Not Observable initially set by manufacturer to ¢¢ code specifications. ! ❑Not Applicable 403.1.2 Heat pump thermostat installed t t ❑Complies [FI10]2 on heat pumps. []Does Not "'❑Not Observable # ❑Not Applicable 403.5.1 !Circulating service hot water ;" F❑Complies [FI11]2 systems have automatic or ;❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 7 of 9 r Section Plans Verified Field Verified # ' Final.Inspection Provisions Clmplies? Comments/Assumptions' & Req.1D: Value Value 403.6 1 'All mechanical ventilation system' 10Complies [FI25]2 Efans not part of tested and listed ❑Does Not HVAC equipment meet efficacy j ,and air flow limits. I a❑Not Observable j 1❑Not Applicable 403.2 Hot water boilers supplying heat I "EIComplies S [FI26]2 ;through one-or two-pipe heating ❑Does Not ;systems have outdoors etback `.control to lower boiler water s❑Not Observable !temperature based on outdoor f ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 'have a circulation pump.The # i❑Does Not :system return pipe is a dedicated I t return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- Not Applicable ; Esyphon circulation systems are not present.Controls for circulating hot water system ) pumps start the pump with signal, kfor hot water demand within the occupancy.Controls ;automatically turn off the pump when water is in circulation loop t i I is at set-point temperature and ;no demand for hot water exists. _ 403.5.1.2 }Electric heat trace systems ❑Complies [FI29]2 ;comply with IEEE 515.1 or UL ± ❑Does Not 515.Controls automatically ❑Not Observable ; adjust the energy input to the r heat tracingto maintain the -;❑Not Applicable desired water temperature in the t ;piping, 403.5.2 i Water distribution systems that 4❑Complies [F130]2 :have recirculation pumps that �❑Does Not pump water from a heated water I _ `supply pipe back to the heated `UNot Observable water source through a cold p❑Not Applicable water supply pipe have a }demand recirculation water E system. Pumps have controls ; ! ;that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units []Complies [F131]2 4tested in accordance with CSA %' _ []Does Not B55.1.Potable water-side l pressure loss of drain water heat }❑Not Observable recovery units<3 psi for ❑Not Applicable ;individual units connected to one ] f or two showers. Potable water- ,side pressure loss of drain water heat recovery units<2 psi for individual units connected to r three or more showers. 404.1 '75%of lamps in permanent j °"'€❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable t ,Does not apply to low-voltage lighting. t T]Not Applicable ; 404.1.1 tFuel gas lighting systems have T❑Complies (F123]3 no continuous pilot light. ❑Does Not i []Not Observable { ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Vered: . # ' Final Inspection Provisions Value Value Complies? Comments/Assumptions &.Req.ID 401.3 ;Compliance certificate posted. i ❑Complies ;Requirement will be met. [F17]2 ! `❑Does Not ][]Not Observable 1 ' ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F[18]3 'mechanical and water heating ❑Does Not 4systems have been provided. +" ,.[]Not Observable ; f ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 12/31/18 Data filename: Untitled.rck Page 9 of 9 I I 2015 IECC [energy [efficiency Certificate MW mew Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): o... Window 0.30 Door 0.31 { .. Heating System: Cooling System: Water Heater: Name: Date: Comments V O—A 1 ^ FORESM SUSTAINABLEWeyerhaeuser INITIATIVE EYfi7r:FEFiFO W400 Fi20DLCS October 23,2018 Jeremy Krauss Falmouth Lumber 670 Main Street East Falmouth,MA 02536 Re: Sealed Calculations Tech Call#:94864 155 Sunset Lane Barnstable,MA Attached is a Forte""calculation for a joist,beam,or column application that has been prepared for the above referenced project based on information provided by Jeremy Krauss—Falmouth Lumber. The calculation has been identified in the Job Summary Report and by the date and time in the lower right hand corner of each sheet: 10/22/2018 3:31:39 PM Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within the appropriate product literature.These common conditions covered by span chart literature may not have been addressed via individual calculations within this package. Each analysis reflects the Trus Joist®product,depth,and size that can structurally support the input loads shown.The professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached calculation,provided the input model and loading are correct. All notes and design load information shown on this calculation should be reviewed with the building designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or acceptable for the specific application.Building inspectors and/or owners should identify the"TJI®","Microllam@ LVU,"Parallam@ PSU,or"TimberStrand®LSU markings on Trus Joist@ products to confirm that this letter is valid for the products actual] �H OF MqS Please feel fre tact me t are any questions regarding the analyses,I can be reached at(888)453-8358. o JASON G 1, Digitally signed by Jason Shumaker Sincerely, OW ENS{ DN:c=US,st=Ohio,l=Pickerington,o=Weyerhaeuser, o SHUMAKER —1 ou=Product Support Engineer,cn=JasonShumaker, CIO CIVIL e'mail=JasonShumaker@Weyerhaeuser.com Jason 0.Shu o•53219 Q Date:2018.102306.4754-04'00' Product Suppo S TER������ L : F O R Y E� MEMBER REPORT Level,LIVING ROOM BEAM PASSED 3 piece(s) 13/4"x 117/8" 2.0E Microllam0 LVL Overall Length:36' 0 0 14' All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. Design Results Actual 4location Allowed Resuic �uF rLoad:cantanatio p+accerri ',' System:Wall Member Reaction(lbs) 20640 @ 14' 20934(5.50") Passed(99%) - 1.0 D+0.75 L+0.75 S(Adj Spans) Member Type:Header Shear(lbs) 9465 @ 12'9 3/8" 11845 Passed(80%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) 23856 @ 6'13/16" 26772 Passed(89%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.396 @ 6'7 3/4" 0.461 Passed(L/419) - 1.0 D+0.75 L+0.75 S(Aft Spans) Design Methodology:ASD Total Load Defl.(in) 0.640 @ 6'7 5/16" 0.692 Passed(L/259) - 1.0 D+0.75 L+0.75 S(Alt Spans) Deflection criteria:LL(IJ360)and TL(L/240). Top Edge Bracing(W):Top compression edge must be braced at 7 5"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'7°o/c unless detailed otherwise. Bearin9Length. LwdstoSupports(lbs)..:',._, ; Support Total Available - li A ir4 tad Flirve Snow Total Abcessorlei ' 1-Trimmer-SPF 3.50" 3.50" 2.49" 3701 46129/ 3095 1 11406/-129 None 2-Trimmer-SPF 5.50" 5.50" 5.42" 7446 10817 6775 25038 None 3-Trimmer-SPF 5.50" 5.50° 5.28" 7272 10339 6775 24386 None 4-Trimmer-SPF 3.50" 3.50" 2.43° 3632 41380/ 3095 11107/-128 None 28 Tributary Dead Flow-Live Snow Loads location(side) V'vidth (0.90). (L00) (L35) t ummgits 0-Self Weight(PLF) 0 to 36' N/A 18.2 1-Uniform(PSF) 0 to 36' 4' 15.0 - 30.0 2-Uniform(PSF) 0 to 36' 4' 10.0 10.0 - 3-Uniform(PLF) 0 to 36' N/A 80.0 - - 4-Uniform(PSF) 0 to 36' 13' 15.0 - 30.0 5-Uniform(PSF) 0 to 36' 13' 10.0 30.0 - 6-Uniform(PSF) 0 to 16' 8' 12.0 40.0 7-Uniform(PSF) 16'to 36' 7' 12.0 40.0 Weyerhaeuser Notes ` �susTAiNAetE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 1 0/22/201 8 3:31:39 PM jeremy krauss CENTRAL CONSTRUCTION Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber COLE RESIDENCE CENTRAL-COLE 155 SUNSET.4te (508)548-3227 155 SUNSET LN jeremyk@lalmouthlumber.com BARNSTABLE Page 1 of 1 f r� sbhs oFt Town of Barnstable *Permit uilding Department wee 6 months from issue date sexivsznBLe, : - Brian Florence, CBO MASS. �039. APR 3 � Building Commissioner 1 �5 I F IU n� ��I�����200 Main Street,Hyannis,MA 02601 O� � `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 Number GZ Q Proper U fty u rJ e. 4d #'j L I#6VL16 JAI Residential Value of Work$ 10' o O d Minimum fee of$35.00 for work under$6000.00' T Owner's Name&Address d'Q &T r L4N e LL,C 212 26�h b�. Z1 0 UNTP. wt0r.J16a � Ca(1Fri� Contractor's Name A-W b-OL(U Telephone Number ' CZ 7 6—&,d6o Home Improvement Contractor License#(if applicable) 6417, -q5i 3 Email: C��1wq� ld�q kftW&P dJ to A6 6:01-1� Construction Supervisor's License#(if applicable) d 'l ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I awflSe Homeowner U-11have Worker's Compensation Insurance Insurance Company Name levl Gd t�-v lJLcM e A Workman's Comp.Policy# U►C C, U�U t�i�iZol'� Copy of Insurance Compliance Certificate must accompany each permit. Permit Reque (check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof)W l CH, ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows. #of doors: *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: // C:\Users\decoll ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRESS.doc 09/26/17 THE K • BARMABLE, 9 Town of Barnstable RFD MA'I A Building Department Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, StJN SeT- `.,"e- �-LG , as Owner of the subject property hereby authorize S:r(Ia f}-L� o e yLI� ` to act on my behalf, in all matters relative to work authorized by this building permit application for: 1� s cr SUN �-..!�vvQ, IPA �7zt� (Address of Job) Si f Owner D to Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppDataV ocal\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRFSS.doe 09/26/17 OACt riaTA�C�a.L %4NT4.vbOlz- rA c.o.1 r La. PIP 9A✓-f Lor ♦3 /Ca• lo 10 F Cut.` _ � �..d. ' AA.J , LOG.�7T/O�/: Su Wit' i'✓�A . scA.c.� : t��_30 �Ar�: o ' • P2.�P�.t`m�'b Fo�� ,EEFEBC�c./cE: . µ LOTS �T7�1a. -Zoe C�2.QC�N 7.. TvtAsw, 2 i-/EC E BY C�,GT/�Y Ti�•/!iT Td•/E� ©v'/Ll�/.t/6. `' +•' fNOK/../.OA-1 7W S / TiV L�i.V 5 T O E OF i 1 _ `S AR QJA wry came er,9��rir�y �� '" L:4•va sci�v�Yoe3 t/� "�� su ' AeOc./TE G.9^-Y�7tMours-i, MASS. - aArr' car. Lr a rrow J Y Assessors map and lot number ... .�. ..�.. �5........... o%T E toy Sewage Permit number ....✓1U.11 ��.. �� �� 4 fO y0 /yam/' dJ Z EAUS8TABLE, i House number `�.J..�.J........a �!�,:�► ........:.............. 5 9�O a � 039. MPY a' 1 TOWN' 'OF BARNSTABLE n R1.1110ING INSPECTOR' i Vic U APPLICATION FOR PERMIT TO ..:...........� ..' 4 `1 ` TYPEOF CONSTRUCTION ...................................................................................................................................... /................l,r. .......................19K�(.r TO THE INSPECTOR OF BUILDINGS: The uridersigned hereby applies for a permit according to the following information: Location ......... ..... ... .U.`.5 ..... p.�`.. ..........................�ltrv�s••I•;.. �� .r. ............. ProposedUse ........... I.... .� :�`.`.'.................. ............................... ................................................................... ZoningDistrict ...........................................................Fire District .............................................................................. ..Gov-10tl� \ \f'AS 1 S t^ SY '' IAA-�.. r4V r Name of Owner ..t............. ... �............... ..........:.........................Address ..... r. .............. Name of Builder .. ...`.....`_......� ..............:.................. ..Addres .........................................................v to S 1 t..........�.�........ Nameof Architect ...............`.............................................Address .....................:•.............................................................. to Number of Rooms ................Foundation `s ' . ...................................:............. ....................:......................................................... j Exierior .......... .0:................................................................:..Roofing ............. ..1.. ........................................................... Floors ...........................................................f Interior �.......... ................................................................ S _L I, A Heating cL ..Plumbing ........� S l➢ . � Fireplace ...................Approximate. Cost ....................C9..0............................ ......... . Definitive Plan Approved by Planning .Board ________________________________19________. Area ,.......... ��A.. .. 7� Diagram of Lot and Building with Dimensions Fee ............A.�:?. " ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH Ll f Y 'i 2-7 x 3 L Icy 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 6 a �� � �ATRASK, GORDON 27204 . Permit for Ztao Story le Fanu l Dw Ij n Location ....155 Sunset.. ?e........................... ................ arnstable....................... ............. Owner :Gordon ....................... Type, of Construction ......k'x'zMe......................... �T Plot ..�.................... •.......Lot ............................ ` PermitGranted ................ .. .....!.......... ]9 84 `Date of.:.lnspection Date'Com lete ... 19 '^- `>•, `,.C \ �, , _ rye^ 1 � .T 01, _ �• r,:. ice. TOWN OF BARNSTABLE Permit No 27204 ' t -Y Building Inspector cash - --- - 'OCCUPANCY ' PERMIT Bond _'_ , __.____ __------ Issued to Gc�:don Trask Address i 155 Sunset Laney amble ' .Wiring Inspector j, 1 ~ Inspection.date Plumbing Inspector/� ,/ N�rAt Inspection date Gas Inspector L/ ^ Inspection date X Engineering Departmentr✓ �BlY��7�?✓�' Inspection date 7-o •Board"of-•Health .� �� � Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDIN_ G INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �.-o f�, / " ....................................................... 19............ .................................................a............................ .................. 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