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HomeMy WebLinkAbout0025 SETTLERS LANE�� 6 Town of Barnstable Building reezx Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept SAW °'"RSL Posted Until Final Inspection Has Been Made, ��jy. �j� i61P �� 11 v • Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. !l Permit No. B-20-929 Applicant Name: Bob Guenard Approvals Date Issued: 04/07/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 10/07/2020 Foundation: Location: 25 SETTLERS LANE,HYANNIS Map/Lot:_273-122-007 Zoning District: RC-1 Sheathing: Owner on Record: JOLLIMORE,WILLIAM&JUDITH r -Contractor Name: -ROBERT A GUENARD Framing: 1 Address: 284 PLEASANT STREET JI Contractor License: CS-094925 2 DUNSTABLE,MA 01827 J 4 Est. Project Cost: $84,006.00 Chimney: Description: Construct a 3 season sunroom on existing deck. Install new footings Permit Fee: $478.40 to support the room. approx. 14x26 } I Insulation: Fee Paid:! S 478.40 Project Review Req: Date: 4/7/2020 Final: -o Plumbing/Gas Rough Plumbing: al This permit shall be deemed abandoned and invalid unless the work authorized by this per is commenced within six months after RMn Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be 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. f 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:i 1.Foundation or Footing I Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flu i lining is installed _ i_ �_- Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 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: TQ 'N', OF BAR STABLE R & K HOME SERVICES 7trs3 ren . 0J u ;�;.T —i7 `et!i 100. 16 BLOWER DOOR/DUCT-BLASTER TESTING BUILDING PERFORMANCE INSTITUTE CERTIFIED 111 OLD BEDFORD ROAD ,. .a...,..a..� WESTPORT, MA 02790 OFFICE: 508-678-1077 CELL: 774-704-6117 BLOWER DOOR TEST REPORT Test Results 157 CFM50 1200(FIXED UNSEALED VENT) 2ND Corrected CFM50 785 (PASSED) CFM50 Accuracy Level STANDARD Air Changes per Hour @ 50 Pa 2.67 ACH50 Effective Leakage Area (ELA) 43.2 Sq. in. Customer Information Project Number Project Date 03/06/2019 Name BAYBERRY BUILDING Address 1436 IANNOUGH ROAD City/State/Zip HYANNIS, MA 02601 Phone 508-775-8822 Email BAYBERRYBUILDING@COMCAST.NET Building Information Address LOT 6, SETTLERS LANDING City L HYANNIS, MA Year Constructed 2018 Volume 17,630 CuFt Floor Area 1745 SgFt Building Height 13 Ft Test Readings Nominal Building Pressure -50.0 Pascals Nominal Fan Flow 790 CFM Nominal Fan Pressure 177.6 Pa Fan Configuration RING A Fan Model MODEL 3 110V Fan Serial Number Pressure Gauge Model DG-1000 Pressure Gauge Serial Number Baseline Readings Average Baseline -0.1 Pa Baseline Range 0.1 Pa Performed By: Kyle Alexander BPI ID# 5061748 Date 03/06/2019 Signature 11117 lJ" r; 4 -1 r; 1 r � :' r,l r: 1;r:i"cr t t r• _-_ - '- ------______---_ Ova Aft PON It,- rr.1 f :e lillr 1 i I i 1. � kwam iPIK P ',t,y �i i�••, .` - , �� a-,,,,1.- _ _� �IA,1 1 1.1•. _ I °FZHETowti Town of Barnstable a�xr►srnBr.E Building Department-200 Main Street 9e 16 9' �0m°` Hyannis, MA 02601 'E-MA+' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-1476 CO Issue Date: 4/4/2019 Parcel ID: 273-122-007 Zoning Classification: RC-1 Location: 25 SETTLERS LANE, HYANNIS Proposed Use: Name of Tenant: Sprinklers Provided: -NO Gen Contractor: Jacques,N Morin Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: Single Family Home - 3 Bedrooms, 2 Bath, 2 Car Attached Garage 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition t TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel -A lication #Pp V Health Division Date Issued Conservation Division dG Application Fe 06 �\ f Planning Dept. d Permit Fee �i Date Definitive Plan Approved b Planning Board �� n Pp Y 9 Historic - OKH _ Preservation/.Hyannis s�0� ti. �' ✓h Project Street Address Village Owner - r!� ( ddress of ►•' j Telephone •�- L Permit-Request a Square feet: 1 st floor: existing proposed 0�`1 2nd floor- existing proposed Total new Zoning District P(2 1 Flood Plain I aj Groundwater Overlay 6-P Project Valuation �� > �� Construction Type LCO \ � �- Lot Size 3 Grandfathered: ❑Yes LJXo If yes, attach supporting documentation. Dwelling Type: Single Family // Two Family ❑ Multi-Family(# units) Age of Existing Structure I{�' Historic House: ❑Yes qA'o' On Old King's Highway: ❑Yea_LkNo Basement Type: ;a<uII ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing3new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: *as ❑ Oil ❑ Electric ❑ Other Central Air: +(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes.*No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing C1new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization 4rAppeal # Recorded A- 13 �� n(��`` (0) -Q � Commercial ❑Yes o If.yes, site plan review# Current Use C C_C� ' LCLA—a ° Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)` ��- Name v+ Telephone Number Address f�{ --� s lei License # Jr '7 7 '7 �= 9 Home Improvement Contractor# / O 3 o- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO <. SIGNATURE DATE F s r FOR rOFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER" t DATE OF INSPECTION: FOUNDATION FRAME INSULATION <6 l FIREPLACE ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL GAS: ROUGH FINAL -FINAL BUILDING DATE.CLOSED OUT ASSOCIATION PLAN NO. ASSESSOR'S MAP 273 PARCEL 122-7 LEGEND NOT ALL SYMBOLS - ARE UTILIZED. ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' WATER GATE VALVE MIN. LOT WIDTH - O CATCH BASIN h.ia, MIN. FRONT SETBACK 30, MIN. SIDE SETBACK 15' [551 — PROPOSED CONTOUR MIN. REAR SETBACK 15' 127.53' a- SIGN ZONING DISTRICT: PI - AHD n11 . " N i' MIN. LOT SIZE 10,000 S.F. 10 TEST HOLE //' MIN. LOT FRONTAGE 50' (20'. CUL DE SAC) ' MIN. LOT WIDTH 6 Q 5 cLEAnlour `°�• A 15' + 1 MIN. FRONT SETBACK " 20' \ /EXISTING CONTOUR 40.0' I MIN. SIDE SETBACK 10' 66 PROPOSED^ HOUSE #25 30,Q' 1 Li,� MIN. REAR SETBACK MAP 273 PCL 122-7. 167631 PROPOSED SPOT GRADE Lot 6 �aZ� T.O.FND. 71.0 SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY DISTRICT APPROX. TREE LINE Area=9,998t .Sq. Ft. STUB INV. , J +50.12, 62.8 FLOOD ZONE: X EXIST. SPOT GRADE Or "�. 1 , 0.23f Acres (FEMA FIRM PANEL#25001CO566J)'7/16/2014 : ...,� '�'—�� CoyJ PROPOSED LEACHING PR O REFERENCE: ,r 6'X14' EFF.DIA. PITS _ _ r . ~ PB 610 PG 93 —�.—.-.—.--SEWER LINE GARAGE •-- -._•---•— WATER LINE /�,.�'' JILRESIDE V T lLL L SITE PLAN GAS LINE O �'�.�_ �/• ' 123 57' f PREPARED FOR: -'—'—'—`—`-U.G. ELECTRIC ,/' ' ANTIQUE STYE POST LIGHT co BAYBERRY BUILDING- ^ LOCATION : LOT 6#25 SETTLERS LANE SCALE 1 = 20' DATE :'5-12-2016 y �t+oFa�svc �3Nuns0,y SHEET 1 OF 2 o� DANIELA. �� 'D�°issgy r,, 0JAIA, ��, Aa 0o, off 508-382-4541 CIVIL ^ 09604'0N fox 308 362-8880 N0.46502 VliTO � larNVc1 down cape engineering, Inc. NAL 6�G� 40�,'i�''�� A C/V1L ENGINEERS Scale:1"=20' V LAND SURVEYORS 939 Main Street - YARMOUTNPORT, MASS. 00-018 0 10 20 30 40 50 FEET DANIEL A. OJALA P.L.S. P.E. DATE _00-018 DEFIN & SEWER 40A + 406.DWG Owe-Of Inves4wfilms 60 Wkshingfm met ems ,MA 02 "-w.`;was&ga�Irr= '4ac�ers' Camge;�sa€�au Ids iatiri $ dersf4uzxb'a - cfricianslPliez s hu farmatbioncant Please p`rnQf', Name ems- • ty� taLrfZxp= Phan _ A�a�j ant employer? the appropriate bow Tie a#Pei ct Ere�ized�= L a employer iaitif [�I arnta coniracf�ar and I f- wew�m employees{full andJorpart-time * bacehirtAthe sa�u comic 3 L�l�� listed on the sUzrhed sit. y- ❑Remodel I❑ I am a sole propaetor orpartner- Thee sub-contactals b&--ve ship and h2cve no employees 8_ ❑Demolifaon me in an ��y�and have wow e:s' 9- ❑$mld g addif ca -win-g Y���3`- � [Nowurkas comp.S2YS i3IIE� 10.❑ LtIIG31FHp8SrS.0i3ClL3 IQil3 ��] 5-C7 ��am a�Q�tnsura3am.t��ana�� .❑ r ala a�doing all work omm s has, exe=sed�xex 11-0 P3�biag mp�or #ic ns Work- right of exemption.per MGL 12-El%- of MY-CM [To vvoskers'oomF_ c.154 §1(4)�and we 11 e no 11 emplagees,[No worms' 1 Qi eac comp-irmm-Mmre,Muire&I "�IIY P d�ai r,edcs has rl worst also fool ott de section beJaw shvw their wosJces�rs>mensa oa eon Iinmemw>res vrlsn submittins a i g dozy aze&filg eIIt c matrhm lint wide coai±acrsrs am t sabazr s of dr �sorb . ctusdW check his6mcm3uqstmaadMA:maifinnjsbegt amdmgrn�n=woff ma_ wmtlwor=s;ese==iris� empJvyee� If the sv&rw=cTms ksae eMw'seesw d3`m--st F-uTe 1--r ems°tamp po'�S n,nn� I aai arx erzip?ti er•iiTierl is aE�or ers'campar=&Dn iruzvr ce�or:r<er rlpy�c� Belaar is ila¢po�ic}'ruadjoli sifxs rri farmtiac + "`� Lk Insaaance Coex>IsaName= fron Date_ 03 ®(p Job Site.t A&esv— Attach•a copy, -- CiegFSfaf�1 �- of the workers'cOmpe-SAIMpolic ct de rationpage � - po(sl fhe xt b. )ad exgnra an daft)- - - Failure to secvm caVeMV5 as nupir�under Section 25A of 1.§1IGL c 152 can lead to the impossbnn oferimk'21 PffnalfieS of a fine nF to I,SfN}.(I0 aadlar one yearim a a�w��i as ci�s1 pies in ore fijnn.of a STOP.WORK OIZDER-and a Ee of up to'$250-00 a clay against the violator. Be&dgised a copy of this sta#�snent maybe e fus�ded�the office of In�estzg$ti fhe DIA€or ins covamge v on- I dd hgereby r�fcd�r tka pains anc£panai as ufp uty thatfh�arzf nr+ncr is p:at it d. a is lrus tttxrT cr�rrsr� Signature. �3at,- . O, ,anfiy. Eta got wifa in M&area,O bg cri pTee#ad'��`�ax tdisn a�iainL Cif or Town- pemtvt(Licertse Rsuing A iathor4{circle ane}; L Soazd of IRA* .2-BwWAg.Departmegt GlilrtEo"'In Clerk �_E1e�rical Inspeetos �.�lan�laing 7`7 . 6.Ckher Cantact Person Phone�� - 6 r PS F l.e ' Affidavit of Substantial Financial interest /A/ of 1436 �-'- on oath depose and state as follows: 1. i am applicant for a building permit for the pr I rfed at Map arcel ' -M ./The address of the property is �' ` CJA- 2. 1 have ;Y _% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which isLc"-�� -�, the i, following individuals or entities have had a 1% or greater legal or eq ' ble interest in the real property which is the subject of the building permit application which is idea'tMad in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is m o*ave had a 1% or greater-legal or equitable interest in the following propertie t hich have been . the subject of a building per application: Map/Parcel Address 5. Within this calendar year, i have submitted D building permit applicationsfor property in which 1 have a 1% or greater legal or equitable interest. 6. Within the-last ten days, I have submitted building permit applications for i property in which I have a 1% or greater legal or equitable interest: 7. Within this month, I have submitted - building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month I have received 0 building e, ng permits for or property in which I have a. 1% legal or equitable interest. Signed under the pains and penaltie o perjury, this_ day of Pap 200 f-00b0/affin 1 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-057770 Construction Supervisor 1 & 2 Family : f JACQUES N MORIN 104 BERRY HOLLOW DRIVE MARSTONS MILLS MA 02648' Expiration: Commissioner 02/16/2018 r e . f Town of.Barnstable Regulatory Services MA to Thomas F.Geller,Director �► 'Building Ny sion Tom Perry,Building Commissioner 200 Main Street,Hyd=is,MA 02601 www.town.b arnstab l e-ma.u s Office: 508-862-4.03 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If_ Usir A Builder : as Owner of the subject.pmperty hereby authorize on my,behalf, in all mart ers relative to work auth.o ' by this bolding permit applicatson for. (Address of Job) S, o Owner.. Date wo Print Name ACOR L/® CER DATE(MMIDDIYYYY)TIFICATE OF LIABILITY INSURANCE 05/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT -NAME: Davies DOWLING&O'NEIL INSURANCE AGENCY PHCNN : (508)775-1620 FAX No: E-MAIL ADDRESS: odavies@doins.com 973 IYANNOUGH RD. INSURER(S)AFFORDING COVERAGE NAIC# HYANNIS MA 02601 tNSURERA: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER B: BAYBERRY BUILDING COMPANY INC INSURERC: 'INSURER D: 1436 IYANNOUGH RD SUITE 4 INSURERE: HYANNNIS MA 02601 INSURERF: COVERAGES CERTIFICATE NUMBER: 50107 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDDNYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ _ Eff— CLAIMS-MADE OCCUR D TOR T PREM ISSES Ea occurrence $ MED EXP(Any one person) 31 N/A PERSONAL&ADV INJURY $ GEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ POLICY 0.JE T ❑LOC PRODUCTS-COMPICR,AGG $. OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ :4EXCESS LIAB CLAIMS-MADE N/A, AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X I STATUTE ER AND EMPLOYERS'LIABILITY —A ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICER/M EMBER EXCLUDED? WA WA NIA 6ZZUB2E09786016 03/06/2016 03/06/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000, If yes,describe under DESCRIPTION OF OPERATIONS,below F L..DISEASE-FgQLICY LIMIT s 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate-was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool atwww.mass.gov/twd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE. THEREOF,_ NOTICE. WILL. BE. DELIVERED. IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 tr Daniel M Croy,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORQ:25.j201410.1) The ACORN name.and logo.are registered marks of ACORD 77 BillInquiry: I Bill [TOWN OF BARNSTABLE] My file Edit Mls Help Bill information Customer Information Original Bill Year Category Number Customer ID 362453' i View Bills -----'-- _2016 RE•R------- ---19535 � : Repent MORIN,]ACQUES N TR NotesjAlerts SETTLERS LANDING REALTY TRUST 1597 FALMOUTH ROAD,SUITE 4 Preferences )AN I Owner:MORIN,]ACQUES N TR CENTERUILLE,MA 02632 Diagnostics I�Special Conditionsf Notes Property Information 1._.._.. View prior unpaid bill Parcel ID 2 22 007 V ew Bills ti Alt Parc I23 araft prior unpaid — Prop loc 25 SETTLERS LANE Effective Date _ Due 05 27 2016 _...... _....; —......................._..- _ ........ Installments Char es History Events Audits I ges Hi y I tints L � + ; Installment Interest Date Billed AbtlAdj PmI1Crd Unpaid Interest Paid Interest Due Total Due 0810412015 . 'I III III . 'I III II ^�z 21110312015 298.89 0.00 0.00 298.89 O.UO 23.74 322.63 yi 3 02/02/2016 494.92 0.00 92 0.00 22.02 516.94 4 05103/2016 d94.91 0.00 Paymenls/Credits amount. gl 0.00, 4.74 499.65 ✓xY1 , 1 L CASH UCH . g MAY 2 7 20 16 , : 0 O WN PER 'TAk I.E I COLLECTO >C)ry TA i y I .3 .......'-_.... .......,..---.. ..... ....... .......- ........ Total 1,587.62 III III I I III I' II n' M _ f I Attachments 0 l.:of 1 �� i� . • �U4'R iI � '�'E r �'77( " 1028AM . . ........ . ... 9lOZlLZ15 0 5 lY® I1elS`: ....................... .................................................................. ................... ...................................... ................................................................. l;sl I laV � �'— --- . . ..._.... . 7 II I' III 99,5611 ILI II ----._...................... -----.._.. - -----.....— ---------..._..-- ----------...._— ' lunowe sppa,�lsluaw6ed f I AA S£DSE. 6!'SY 00`0 95'V0E' 00.0 001 SHE SLONGISO V I 59,09E 00'95 00'0 LOU 00,0 00.0 15YOE 5LOZ1£OIZO E ZZ-49 OWO IZ'EGZ OTO t DO.O lZ'EGZ V IOZ NA L Z a10*896 60z III YCH III III I I .I ® an lelol ana lsalalul pled Isalalul p!edup Pl�hWd !Pdll9d Pall!8 alea Isalalul luaw0elsul __ sl,pnV sluan3 Raols!H sa6aey3 I sluawilelsul ..... 9fOZ LZ S an0 0 eleO aruloall3 . 3NV1 SOLE SZ( ool doad Md IN sll!g ma!p----- L00 ZZI£LZ� 01 JaNed sll!q p!edun Aoud ma!p�I J 3 uo!lewaopl Apadwd saloNjsuog!puoD le!oad5 Q -- sogsou6e!0 i ZERO VW`3111MAND b31If15'OVOa H1flOWlUd L6SI al N S3nbDV[`NNOW:1au+�01 NV[ saouaaalaid SPalVlsaloN ISM ARM 9NIONVI S01135 Iwadaa di N S3nbDVf'NEW sp!g WIA ;!,6SOC 01 iawolsnD aagwnN Ra0621e3 aeah II!s leul6uO uogewaojul aawolsn) uogewiog 11!9- dlaH sloQl PH aH RW x;a; Bill 1Single Bill View-Munis[TOWN OF BARNSTABLE] mm's fii My File Edit Tools Help Bill Information Customer Information - OriginalBill Year Category Number Customer ID 362453 View Bills ReprintMORIN,JACQUES N TR — NotesJAlerts SETTLERS LANDING REALTY TRUST i 1597 FALMOUTH ROAD,SUITE 4 PrefereMes ]AN 10wner MORIN,JACQUES N TR CENTERVILLE,MA 02632 Diagnostics123 Special Conditionsf Notes Property Information V Pry I Parcel!D 273122 007 View Bills — — Alt Parc ibw ance-to pnor unp Prop loc 25 SETTLERS LANE Effective Date Due 05 212016 _:..._ Installments I—Charges History Events Audits Installment Interest Date Billed Abt1Ad PmtlCrd Unpaid Interest Paid Interest Due Total Due I. I I13 273.05 0.00 278.05 Iil 10.46 III III ` 2 11/02/2013 278.05 0.00 r 278.05 0.00 0.65 _.- - 0.00 0.00 3 02/04/2014 308.37 0.00 308.37 0.00 0.00, 0.00 0.00 { 4 0510212014 308.36.R` a: 15.00 '' 0.00 323.36 '. 0.00 '- ` ' 83.54 '; 412.30 i I s; i D .V CASH UCH S MAY 2 7�,2016 .. TOWN _. .. i PER B RNSTABLB COLLECTOR :0 tf1kE ✓Fi! - �i �. 1 e II i ( r 1 of 1 1 11 ( Attachmeras 0 .......... �Q+ETt ---------- --................._....--- - -- ---- ---- ---- .: _--- ------ -- -- - 10:27AM start a �} 5127/2016 I REScheck i Software Version 4.6.0 Compliance Certificate Project BAYBERRY BLDRS Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,800 ft2 Glazing Area 11% Climate Zone: 5 (6237 HDD) Permit Date: 3 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 6 SETTLERS LANDING HYANNIS.MA Compliance: 2.8%Better Than Code Maximum UA: 281 Your UA: 273 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 Gross Area Glazing—., Assembly or Cavity 0 ►.. P 'meter, -Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,250 38.0 0.0 0.030 38 'Ceiling 2:Cathedral Ceiling 500 38.0 0.0 0.027 13 Skylight 1:Wood Frame:Double Pane 36 0.320 12 Wall 1:Wood Frame, 16"o.c. 1,770 21.0 0.0 0.057 89 Window 1:Wood Frame:Double Pane 115 0.300 35 Window 2:Wood Frame:Double Pane 6 0.290 2 Window 3:Wood Frame:Double Pane 32 0.280 9 Door 1:Solid 21 0.250 5 Door 2:Glass 42 0.280 12 FI r 1:All-Wood joist/Truss:Over Unconditioned Space 1,750 30.0 0.0 0.033 58 C p rice Statement: The proposed building design described here is consistent with the building plans,specifications,and other ca ula ions submitted with the permit application,The proposed building has been designed to meet the 2012 IECC requirements in RE ck Version 4.6.0 and to comply with the mandato requirements listed in the REScheck Inspection Checklist, am n u e V pa Project Title: BAYBERRY BLDRS Report date: 07/12/16 Data filename: Untitled.rck Page 1 of 8 4 , MENNEN - - _ - WNIM NNOW. 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S-AS l? - E•ASE'IEVT - f , E - ev EAVE D�TAILg WATER TABLE DETAILS 4 CON-.6_AS SAVE DETAIL SS 3 CROSS SECTION (C) t CiR055 SECTION (I-) CIGGE VENT Ik19GE VENT T ivl=k DG= :Xla RIDGE r� . -e •- ,; X10 RAFTERS o I6". ROOF 8 PING 7X10 ikApf=&6 c 16"::.C. " dF-EA-1-In::s / ' .. ,.,. - lia"kCOF 3-IEAT-ING la 5i A&F�HA_-PAPER / •B' - . .. . -HALT PAPER V. a.,GIB°A6R S'!G 0f"YFe.Y." BULT9 A6F1-tLT S-I11GLE6 _ T'1'VEK ar'Ec•J::- _' '_ °' - Y a6- T-P AEsLb6£ - l a B-IEAT-I l) - .! 83P.In6LL. ® T='. FX6 F't F' ..a.. _ ;URLIPT 2500,1 µVE !, VG q!3b 4 WL. X3 STWAPF'ING _ Ixs B-RAr'r'NG !:°wALteaaKU va" J.LLLsoaao GRADE IX 3 JALLP.JOAi.:J "sYb e a 16"D.G. _ :XIO'a uvw-•aa�••Iar.. _ ® Q gg6-EV �I BATH ee,1 INSUL-T CN '!Y'WALLe0AIkC a' - I/s" JALL SHEATHING J SHINGLE SrAr1 TER Tip.sr_,,CAP 2Xb'a s 16" .0 a : .91T-i ". -IOJ9 WRr. 5A- Ca EOUAL .. -�,LJp_I=1'JBGI BEDfl CUM e3 - ^ .. PCRCI- f,.11-t Ra11N6LLA7 ON - 3!L T/6.-'L•I'. SIpING WALL SHEATHING G oa°.I I'•• .\ aXbS__ R. tell' �L SI _SEALER a,I6 C.C,i E 3!4"TFLY. 8 W14G Q aa.a•.rinn NAI-EC a GLJEC. IVSJ_. �I _ '° saA \•�:�'T CN.�L�'=F.OD - - J-'sXlO P- tie.c-"r. NII / ,� tu. >°� qt• TOP rtln3.:"CLEAR ANCHOR r TT='.A Ulbb Q r Sl"BEMEVT 0 '90_iS. - SA3E 23061 / 4 =_rEN- I EAs to \ep'• 4"CavC, 6LAE s _ " 4"CONG.RAF, /✓'r. � � % SELL SILL DETAILS CROSS °�E CTION lF1 / ••� +� BIG I:OOT GR055 SECTION D / i PdIICHR VES A=REFS GEBIGV // ��p ® � �/j ri-J „ �J VI U D72AWV S`I' F':LGE .:: Jf� Disslgtns . B;1Y$E�t2Y OUILDINCx CO, HELT'IONT G✓'MI, IJBIW (I UWESIrS Via, 08-23-11 +� J� ' r,f'.kCw..C_:I-j A. N LL4V1-'".k41-Jt�J.k0f.IW wL .•k UCMI JW__11f!•L i'JfJI' AIL 4111P\L V�'RC-M_\U +L,t,JL LIL :•�Ye\ �•,tL 1UG 14.1f.\��L Jf_Yi L'_�J.kUL-h-f.\I._ 4. LG:•t BJI1�'JG C[-.:OB JL=%i+IVJAC°a..9 L'-v81'!'•li YJV J_-B6 J�C q°eF_TS�_° '1.5-6!�l�G[111.aL'BY_�.�L a_IL C�A�'lY'A1 G'J"�CCBP'J°_E '1••anlrr DIk.C'1W.�_a_aralro L'251°I.."° P.�.sor_+n (SQBI 49d-95.9d yt VIL CUVUII lW'J0.�.l �_.1L U -L.r._�G=f\C..�UVlln•„�;;"t•�.1111�\ .=�II�L1� .':hc L,CIIJ\'/_0. •'L•_al'v\.+1:,::t-ViinLLS. .11-l::t'J.._WIJLLI JCi L'u_L•W U I�.ta. tla:i~J ArQ�LP`A CAW L EXTEr.G HEADER • 1- 'O K VG ETUC, - - LTE - - Y :•:•:Y, TOtI-r D=t+cLF-H NAIL BCHEGLIE - •................ \$®/\p rD '`'S•' •� ,' • d COM-10V �. TWO WOWS O 160• S - . AT 3' 17.C. HAILS AT i O.C. - _ Y?/m A,ICAOR BOLT6 JIT-I "COI.TINLCLS 3.1/1 LVL6 F A7 '8:'•'•'•.'•'•••,;: 3"X3"PLAT=WA5HEk9 •J00% S HEAFa - rWALL L=_NGT-i•,�p�.^,� , .'UALL - I=L1I.L I-E1G141 S4EA'FJING•26' I a I - •AC JA NG•L E 13iGE VALIVG•_L—O.C. I •° dro 6'0."A. b•° .°C•° ® _• '=1ELP 1d4tLING•� O.C. \ e a `. P 'e' P : e r°h" ' - .� t_.-----•—'---•-� .. e,. e. . - 8'•1019v 't•IOIy" 2'-Bh' .�.•Sv 0,•4 a.-b t °A•e .°A•n.°0•0 .°0••• Si-EAC. 81-EAI"c ENEAr• BNEAR 81-EA@ -SHEAR •64=AR'[ - —'-- W:.__ Wb LL WALL JALL - WALL- LL E�fi N• I�': I6'-0" FUL_HElf.4t 64EATF 6G•,,a'33 q •>., - _ GARAGE — ACTUAL 64EATW NG°__ja_R _ - _ /� - .IUALL LEVGTF•�t�S- ILALL LFJ\G-N•JP.�_" • .+-L-=NGT�•J t- Min,r[equlrad�3_R) I - OPENING I PLLL I-E'GHT 8NEATHIVG•�3_I - 'I PUL_HE154T 6-IEA'r-i o-ra a I .. I-JLL 4Rnl-T bi-EA'NING•lL'_c"I RATIO-I.t'o � i - � F=7 VA ACTUAL ACTUAL S-7EATNNGv�'l__7, AC-J.-ShE:-WMS-_A&L__ft EG= m'n. 'Min.Feagwrmd�:r .fYlr. . % L DETAILS k4ib• I - _ - RATIO.1.60 RAT-''-I.On L..—.-----.—.—.J - . - - I E7yE VA'LLG•_;�17.G. ' I. I EGGS N4ILITJG• C.C. I I EL'GE N.4ILIVG•�Ll.s. • _ I' _ - t C.C. - . FIELTi NAILIVG.�=L7.C. F= -VALf,G. O.C. -.. NAILING. SHEAR�WAL�_ FRONT ELEVATION44.1 . 6HEAP:'- 64EAle &HEAP. 6FEA@ 5-IEAic EHEA6c WALL I�'-d" ..JALL WALL W"'-- 3b-0e JALL WALL SHEAR WALL LEFT. ELEVATION t '� r, - .. f r - - ',ra,;i_ieNtlr+l�r�" .—., - _ • s _ - - " r FU__-(EIGHT 6HE~tTl-In9.-�L • ,U'4---ENGTH•JfA1L ,. - - - - ACTUAL ° • I�J_L dE1GkT 8.4?�;TLINIS-V,_." - - - r I u • , a .GTLIA_5H=.•7t-INS° (Hln.I-On • I Olin.fees ulrlso�%.% � - EDGE NAILING•1'zr^•:G. - rm s a I -eATC,1.d�•D Ge NAILING• L ED Ji'_O.G I _ I y =IE_G NA LINS. I. Fm _ "C.G. - J— —....... E•Oa bHEAB 91-E:.�e 9NE . '. 100 WA-L. U A__ WA-L A1ALL , WA-- i laow 64'.p'I 61 eAa --E LEVGTM.,G9:y'" .. r . - FLLL HE GN'B14EAT-1IV6•Z1i - r I I _ ASTLAL 6NEATNING E YATIO NSHEAR WA L RIGHT E e I k t-'A p4_3EJsE VALLG•�^o.c.-----=.I;1p 6•4EAR 9FIEAaL £NEAPt 6EEAR BLeAk fWEAR —.__—.—.—_—_LL JALL 16_C,,, W::_L WALL ILAL_ 3T,•e„ U.A__ WALL - - ~ • - SHEAR WALL REAR ELEVATION e•LILC?Yt X)B AGCRlEEB GE916V i+r rJ 7�AT'-� 'E VI 1 eA [a�y H F :1YB fcRY }UILDING CO. ? 1 MONt WaIBI JEfrdw I�Ea/a(/�101 o OS-23-11 w J6 0456Jgh.4 ' yAe•::i JR .h LL4V._%•'.RC"N_n k0l'_'I.::3_L ::L Crl`II'LA\0_~IIF:`L :'J AC SIL 44 4.0.CJ--\J AL_I 4J kLIL :1�Vp.\ ':�•A.L ICC IIr•1r.NFL Jt_V'i C_':.I IkJL_lam/_CI.�- -L -LG:•t BJIL.'J6 ce JQ!AA:.i0 iIV>I.CQD..QI C'QIIO'.Q Y�YV_-BO IQ-L'4Q _A!8_Q 1.!-BQ zB-j1AQL'0 V-_�+L 6-"IL:_A:II_'AS A'J_KCBP-AQ_Q 'J'.QRIFT QTA.C1 A.RQrBA•6 FJ C5516N.!:Q a.7.64 40' ��QBJ 4gq-9gg4 olll l'4VWrJVi'J0. ll 1•_.�L J -LP_�Rc�v?GVliny.::eP.I.I.IL"♦ hr.�.�IIJ\'•/_0. •4_P.Iw\.. _Vil"lLc. .1 P WC.r,._V'.WLl4 JY:W_L•Y.J cltP.. B?:i 6elNJ0.4YlE`f..OAWtl i AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE ®GNEGK lip" © WIND MASSACHUSETTB GHEGKLISt FOR COMPLIANCE(ISO GMR 5301.2.1,II COMPLIANCE110 Exp(OSURE 0 ZONE LI SCOPE WIND SPEED!9-SEC.GUST)._..........................................................................110 MPH WIND EXPOSURE CATEGORY................................................................................ B ' 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS B M D SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF sox BR OP -�STORIES<2 eroRlee�1L. - � - JOINT DESCRIPTION A connoN �X NAlle MAIL SPACING ROOFPITCH.........................................(PIG 2) ...................... .......... <Ia.D NARK MEAN ROOF HEIGHT..................................(FIG 2) .....................................�FT<33'�� - BUILDING WIDTH.W...................................(FIG 3)......_..............._..._..........J�FT<80'JL.- _ ROOF FRAMING BUILDING LENGTH,L.................................RIG 3).....................................�Z.FT<W' BLOCKING TO RAPTER6 ROE-NAILED/ r 7-0d 7.104 EACH END = BUILDING 40PECT RATIO(UW)........................(PIG 4)...................._.....:..._...___ <3,1�>[� RIM BOARD TO RAFTER(END-NAUM) 7.16d }Wd EACH END NOMINAL WEIGHT OF TALLEST OPENNd................(FIG 4).....................................J .f 6'B'�iL WALL FRAMING 1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS,(FACE•NAILED) 4.Wd }Wd AT JOINT$ GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. SAL STUD TO STUD(FACE-NAILED) bWd 2•Wd 24"O.C. HEADER TO HEADER(PACE-NAILED) Wd Ibd W'O.C.ALONG EDGE$ 2.1 FOUNDATION ad COMMON:16 o c. L SPACING FLOOR FRAMING ` FOUNDATION WALLS MEETING REQUIREMENTS OF 100 CMR B404.1 -�_. CID ............................................................................................. JOIST I SILL TOP PLATE OR GIRDER(TO&NAILHDJ 2.5d 4•IOd PER!END i •. TYP.1/W°WOOD •• • ' BLOCKING TO SILL R TOP LL AT 7-Bel. hlOd -EACH END CONCRETEMASONRY.................................................................................... �(� •.• •.i BLOCKING TO SILL OR TOP PLATE ROE-N41LED1 }I6d_ 4.Wd EAGN BLOCK _ STRUCTURAL PANEL ••�)� LEDGER STRIP TO BEAM OR GIRDER(EACH-NAILED! 3•Wd 4.16d EACH J015T 2.2 ANCHORAGE TO FOUNDATIONU JOIST ON LEDGER TO BEAM(TOE-WAILED) 3N>d }od PER JOIST 5/0,ANCHOR BOLTS IMBEDDED OR 5/0"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY \ • BAND J016T TO JOIST(HND-NAILEDJ S." 4.16d PER JOIST 1 DOLT SPACING-GENERAL........ ...............(TABLE 4)........................._....... ..7-IN.�>�._ . .•'• BAND JOIST TO OILL OR TOP PLATE(TOE-MAILED) 2•Wd 3•Uid PER JOIST d 2 BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 9)..................................6_.12 IN.<6'-D`�L �.• •S.•: OF SHEATHING URALBOLT EMBEDMENT•CONCRETE.:....:..............(FIG 9)........ ...__............��IN.>1`�L '. ' STRUG BOLT EMBEDMENT-MASONRY......................(FIG B)....._._.._.... ...:....._...._.___�M.>19`_7L •;• TYP.FDC+E NAIL SPACI '•• r .' �•�"• �•"- ROOF ._ L PANELS PLATE WARNER...................................(FIG 91...........:..........................>3"X3"X1/4°�. `.�(0d COMMON a 6'O.G.J •'�. .i• �ORAPTERO OR TRUSSES SPACED UP TO W"O.C. Od 106 6'was 16'FIELD - •,••.\\ \ \\ \ ,•i RAFTERS OR TRUBDEB SPACED OVER W"O.C. Od IOd 4'EDGE/4•POW 3.1 FLOORS GABLE ENDWALL RAKE OR RAKE TRUSS Od IOd 6'EDGE/6'FIELD " FLOOR FRAMING MEMBER SPANS CHECKED............(PER 190 CMR 59 00J.................................. �� RAFTER CONNECTIONS • WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMEN9ION...._...-....._..(FIG 6).;------ .................:..... FT<E'_� NON. •••.TYP.H2.6 TIES • • GABLE ENDWALL RAKE OR RAKE TRUSS ad 10d 6'EDGE/6°FIELD- - ••, LOADBEARING P.HORIZONTAL DOUBLE FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG ......................... ��L `` W/STRUCTURAL OUROOKERO MAXIMUM FLOOR JOIST BEtBAGKO STUD WEIGHTEARIN '•• NAIL EDGE(STAGGERED NAIL PATTERN ad COMMON• O.C. GABLE BNDu)ALL RAKE ON RAKE TRUSS Od IOd 4'®CiB/4'FIELD SUPPORTING WADBEARING WALLS OR SHEARWALL..(FIG 1).....................................�-.FT<d�iL. UPLIFT �I -3 W/LOOKOUT BLOCKS - MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL •'t•', i oADBEARMG CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR OWEARWALL,(PICA 9)......................................S.FT(d HEGHT 20' - •:•• YP.1/16°WOOD STRUCTURAL STUD WEIGHT > •s i GYPSUM WALLBOARD Bd COOLERS Y EDGE/b`FIELD FLOOR BRACING At ITNOWALLS._::.......... (PIG 9)................................................ VERTICAL PANEL BHELTHING FLOOR SHEATHING TYPE..................... (PER 180 CMR 55.00).................................. _1L_ • ,.: '••'•i �� MAX.WALL WALL SHEATHING - FLOOR SHEATHING THICKNESS.......................... (PER 100 CMR D5.00)...........................U&IN._2L • WRIGHT• ••••. . P.VERTICAL EDGE NAIL H 10' S100D S7RIIGTURAL PANELS FLOOR SHEATHING FASTENING........................(TABLE 7J�,rJ NAILS AT�JN EDGB)�M FIELD_iL i i ••. •. •.'i SPACING(Od COMMON 87UD6 SPACED UP TO 24'O.C. Od bd 6`EDGE/D'FIELD - 4.1 WALLS D.C.) 1/1•AND W FIBERBOARD PANELS $d T EDGE/10 FIIELO r GYPSUM_� - WALL HEIGHT ••�i • �� FLOOR SHEATHING - - LOADBEARING WALLS.............................(FIG 10 AND TABLE 9).................:......�FT(b' , '•• ••••' ' P.FIELD HALL SPACING NON-LOADBEARING WALLS ....................(PIG 10 AND TABLE 9)....................... a FT(20; • •': :'.'.•.•, Od COMMON. O.C. WOOD STRUCTURAL PANELS COO 1'EDGE/b'FIELD Dd COOLERS ' .• I'OR LE68' . Od 10d 6"EDGE/IY FIELD WALL STUD SPACING.................................(FIG 10 AND TABLE 9)..... ..��IN<24"O.C.:�L_ •'•• ••• •• - WALL STORY OFFSETS i '. GREATER THAN Y bd IOd 6"EDGE/6'FIELD 4.2 EXTERIOR WALLS WALL STUDS GENERAL NAILING SCHEDUL?C - LOADSEARINGWALLS.............................(TaBLe9)............................2x ra__la KFT�M� LATERAL WoN•LOADSEARING WALLS.........................(TABLE 91....___._...:_ ..._.ax.fa.$Fr�M_LL_ - GABLE END WALL BRACING) ••••••••• • -• r• •♦.•' - . FULL HEIGHT ENDWALL STUDS.......................(PIG 10)................................... ...... �� •• • db•.•Ob•. . WSP ATTIC FLOOR LENGTH.........................(FIG IV.................................._.­12-FT)W/9 ' n • - .. GYPSUM CEILING LENGTH(IF W9P NOT USEDL........(FIG IU...................................-�FT>0.9W�- ..T♦ 1:. < i � ` 4WD 2X4 CONTINUOUS LATERAL BRACE•G FT.O.C.(PIG 11)............................................... .-,2L- • •ON 1X9 CEILING FURRING STRIPE a N•"SPACING MIN.W1TH7X4 BLOCKINGo 4.PT.SPACING IN ENp............ J ,A d•a da SHEAR , !•b 0•o dro0, •• > .• • • e ' DOUBLE TOP PLATE e.f • ► • v q. • , JOIST OR TRUSS BAYS................................................................................... �1L. 0•ee '•�24'O.C.MAX. r•�A 4 24'O.C.MAX. .• DOUBLE TOP PLATE - - •a.. 1•e 0•e e. 0•e e •• ' SPLICE LENGTH.................................(PIG 13 AND TABLE 6)...........................��FT.�L_ ,•STUD$PACING. .. 1 .. .. STUD SPACING 0•A SPLICE CONNECTION MO.OF Wd COMMON NAILS) (TABLE W.......................................JC2- �� ° ,e i� :.t. :.t a :.!b:,• r.• �1 Z a :.t• •,t•-♦.S •.•, r LOADBEARMG WALL CONNECTIONS .---'•-, b.edb. '0. . Am Bb •o 1'e. dro. Oro 0• _ LATERAL(NO.OF WD COMMON NAILS)............(TABLE 1)................................ �_ .ALL-- ••. •••.i.A. . NON-LOADSEARING WALL CONNECTIONS - • •• a r• a ♦• a a ObLATERAL(NO.OF IDd COMMON NAILS)............('CABLE 6)....................................... 0•0. 'A B•A. 0• _ DOUBLE HEADER - LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENING$FOR COMPLIANCE TO TABLE 9). - HEADER SPANS.................................(TABLE 9)............................12.FT SILL PLATE SPANS...............................(TABLE W•___-•-_-----:.-.-• ------..-g;LPt-Q,JN.<It MAXIMUM WALL STUD"I-1EIGHT , STUD SPACING , RILL HEIGHT 07=8 MO.OF STUDS)...............(TABLE 9)........................................3.- SAL. - - lFUL�>fT NON-WAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE - - HEADER SPANS.................................(TABLE 9).............................3FT-aJN.<E'�G_ RAFTER CONNECTION AND WALL SHEATHING $''"D BILL PLATS SPANK..............................(TABLE S)......__............7...._....APT-0JN.<D'-�L - - FULL HEIGHT STUDS MO.OF 8TUD8)...............(TABLE 91........ .......:.................. 9 �� - REQUIREMENTS AT EACH END OF HEADER --DOUBLE JACK STUD EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUBL�- MINIMUM NUMBER OF . MINIMUM BUILDING DIMENSION,!W) .HEADER SPAN HEADER UPLIPt LATERAL WINDOW BILL PLATE' ' (FT.) SIZE FULLH4EIGH7 (Lad (LB.) NOMINAL HEIGHT OF TALLEST OPENING2............................................. ..............A'S<b'0' S _ SHEATHING TYPE.._.........:.......... MOTE 4).............. J� EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 41F LESS)...................�.IN.�� 2' 2-2X4 1 2T7 131 .: ... .... ..... ..... .... ... .......__. FIELD NAIL SPACING.............................(TABLE to) ...................................._ 2-2X4 2 416 P38 " SHEAR CONNECTION(NO.OF ISO COMMON NAILS) (TABLE 10)......................................�. ALL SEE PAGE 5 OF 6 - ,;%'• ' PERCENT FULL-WEIGWT SHEATHING.................(TABLE IO1......_. % ._LL_ 4' 2-2X4 2 594 264 9%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'0"f DESIGN CONCEPTS)......................... S. 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) 6' 2-2X6 3 831 396 / ............1 ..... �NOMINAL HEIGHT OF TALLEST OPENING 2.......................................................- J�-t2<6u0° . . .". . .' 2-2X8 3 910 462 SHEATHING TYPE...............................MOTE 4)......._............................. � • EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 4IF LESS).......... IN.�_. - 8' 2-2XI2 3 1108-- 529 A. .•db .ABro dro de 4: (TABLE Oe 'B•e .'0•a•.•0'� ` FIELD NAIL$PAGING.............................(TABLE I)............................ M.�- .' ♦ . • •,. ♦ : •; ♦ ♦ • • f�j'.e' ♦ e yy SHEAR CONNECTION MO.OF 16d COMMON NAILS) (TABLE IU.......................................� �� SEE PAGES OF 6 9' 9-2XI0 9 I 41 994 e.•i•A e ':a '••E' .A !A w• :•:• 4•a�•,••• •,•• °P� _ PERCENT FULL-HEIGHT SHEATHING (TABLE 11)...................................... �- 1 10' 3-2XI2 4 1,385.- 660 b. B•e Oro Ob d•e 0•• 5%AD0171ONAL SHEATHING FOR WALL WITH OPENING>6'O'(DESIGN CONCEPTS).................... �� •.• ♦ TYP•ANCHOR BOLTS AND • '•' il' 4-2X10 4 1 24 T26 :,!' +.! %!' ,:,! A.!.4 9°X3'XU4'PLATE WASHER,! r.. WALL CLADDING •e.•0•e . db .AO•a . Oro b, d•e 0•0 . dro. Ob .•B•e RATED FOR WIND SPEEDI..........................................................................._.... �.- • . , . .. .. ..: .. TABLE 9. WALL OPENINGS -'HEADERS :•,; 5.1 ROOFS ROOF FRAMING MEMBER SPANS CHECKED)(FOR RAFTERS USE AWC SPAN TOOL:SEE BIRO WEDSITfi) ��- IN LOADBEARING WALLS 'A.•B'O .•d•e•. 0•e 0•e d•e .•Ob•. d•e 0•e 0•e 0•• ROOF OVERHANG......__...........................(FIGURE 19).............. ..PT<SMALLER OF 2'OR L/3 I_ _ 1� I•e . . ,.OF OR RAFTER GONNEj tb j AT LOADHEARING WALLS NOTES. .AO•e,.e0•A .ABb..'d•o .'Ob.4B•e .'0'0.AO'o .e0'o.AO•' PROPRIETARY CONNECTORS I. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE '.' • ': • '.' • : • •.' e •' UPLIFT........................................(TABLE 12)........................... ..U•"�LP_.AL._ ••' ♦''•' • •.' /• ••-•••-- REQUIREMENTS OF�'IBO CMR 6901.2.i.1 ITEM I,IF TWO CHECKLIST IS.MST IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L•JYI1�LF�� AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM Ib MPH GUIDE. (TABLE 12)-------------------------------------6•�-LP A.STEEL STRAPS PER FIGURE 9 RIDGE STRAP CONNECTIONS,ff COLLAR TIER NOT U9ED PER(TABLE 131........... ..-_-....7.1$IPLP�- B.20 GAGE STRAPS PER FIGURE II ..Ti......._ f _ GABLE RAKE OUTLOOKER............................(FIGURE 20)..............12_PT<SMALLER OF 2'OR LJ2�-. C,UPLIFT STRAPS PER FIGURE 14 _ TRUSS OR RAFTER CONNECTIONS AT NON•LOADBEARING WALLS D.ALL.STRAPS PER Ra Re M .k PROPRIETARY CONNECTORS E.CORNER STUD HOLD DOWNS PER FIGURE ISO AND FIGURE 18b - UPLIFT........................................(TABLE IU.....................................U•31116. 1/ 2. EXCEPTION.OPENING HEIGHT OF UP TO a PT,SHALL BE PERMITTED WHEN 6%IS ADDED TO THE PERCENT FULL•HHUBr/T SHEATHING LATERAL MO.OF I6d COMMON NAILS)..........(TABL STUDS E 14).....................................L•JA91B._DL REQUIREMENTS SHOWN IN TABLES 10 AND II. - - STUDS AND HEADERS. ROOF SHEATHING TYPE..............................(PER 100 CMR 96.00 AND 89.001........r............. _JL 3. THE BOTTOM SILL PLANE IN EXTERIOR-WALLS SHALL BE A MINIMUM 2'IN,NOMINAL THICKNESS PRESSURE TREATED-2-GRADE. ROOF SHEATHING THICKNESS__ M:)VW`WSP_� 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HBGWT ROOF ONE FASTENING..........................(TABLE 2)..........._............... .............. ALL SHEATHING AND NAIL$PACING REQUIREMENTS- JOB AROUND WALL OPENINGS BUI D JOB ADDRESS DESIGN n�� yg 3 oMapE IC n p/� ®� DATE REVISION DRAWN BY PAGE `GALE BAYBERRY BUILDING CO, BELMONT /lam/l(/ oV�//�/�GJ1� `lam/ 0/�VV/`L�/o OS-23-11 «' JB •�oF_(2 vb°.r-o" r • W (U PMA•CNAOE Op PEONW09 LEAv a PPROI.ADBf RNPON510LE FOR COTIPLIANOB WITH ALL Ol EXACT SIZE AND Pffl. RCEM@tl OF ALL CANORSTE FOOTINGS "I ALL y0a"NOO W."EXTEND BPlOU FMC6%m vSRWY DEPTH. FF LOB••.DIIyD OODED AND ORDDIANGE6,.B---MAT NOT 69 MELD REDPONB10L0 MUDT BE DETERM,R By LOCAL DOLL CONDITIONS AND ACGEPfABLO 11)vERPT 5TRUGNR.LL B2MEM6 POR DESIGN.6176 P•0 eO-v)»�>' ��Bf 494"9C� ZI FOR Bm CONDIRONS on FOR MS L OS 0,TNESE DR _5 DNRING CONDTRUCTICN. PRACTICED OP CONSTRDCTION.VERIFY DESIGN WITH LOCAL ENGINEER. T.LOCAL ENO WEE!AND W&DING OpF40 - ff69t EYLPNDTAIR?MA O'!IM