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0212 STRAWBERRY HILL ROAD
t i u . +;�. :'. n .%•. ..,...� ,. +, N, ., .. .. -i n �� � ;," r'b .r�. � '� ''�. - r. t ? :� y. _,f •-.'�--Lpi,,J s., s - i%C,�.. �• •t :.`: . .rc';= •, � r ,.:' •_.., •,...a,. .,.b:.. :.,.•' .T 'K. .3i s .,tr w it stir"• ..y--- r A, n{,4, r +s�, .ti 91 `..�. '$ .•r �,'_;,' s �:,F�. }t�x��,.:r „ >•:.jr ,+�wrt,§t,.n sr�,, ,� 2'y�:,, :rt.+ � �.. .,k';#i �tr ,_x - t+��� :.1M :��t...5f'+• _tr r+tt'ex'�^tSA k,',�+ r i,,.. ,1 t¢y•i!'�1 .�. � n. wa t r.+ :.it ,� e S 5tiw ,�: 4 ✓har '''�.H{� }d �� '� � .�` ,}r. ' n a 5�.. .. i V, � V 6�• � 21'6 _ • 4 a r � r L c , 6 , a N t' c r . -r n c + ff r M A rh� Town of Barnstable wT �TME , Regulatory Services �* Thomas F.Geiler,Director AMASS,IZ• ` Building Division F039. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT 9,0 C FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village Property owner's name Telephone number � 7 `S e of Shed Map/Parcel It ? '' rn `) , 0 /�f✓ Sig'4 Da e Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) lC Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042911 V" 4, 3 O S86' 0'30"E 1 103.00' o I c. APPROXIMATE I cy) /M�►aI/y�iII I I II 'L SB tRFOCA 110 N OF EII I DISPOSAL SYSTEM O ^wO 1 /Z p 32.2'I ... 13: 00 m pza :.... Q 2.0 �43.5 'ter r 3 Iw EXISTING 12 O Iz WOOD FRAME i - T IV DWELLING B ' W IQ lo Cl� ,� o F.Qf�A..3DN o i I / R 1 9.80. — S 69 / 0.68 l� lno cco N0� FOUNDATION AS BUILT SHOWNFANDHAT THE STRUCTURE TO THE BEST OF MYSKNOWLE GEHOWN ON HCOMPLY WITHIS PLAN IS OTHEED AS 212 STRAWBERRY HILL RD DIMENSIONAL REGULATIONS OF ZONING BY—LAWS OF THE TOWN OF CENTERVILLE BARNSTABLE AND IS LOCATED IN FLOOD ZONE C (NOT A SPECIAL FLOOD HAZARD AREA) AS SHOWN ON THE® A LOOD INSURANCE RATE . BARIVSTABLE, MASS. MAP NUMBER 250001 0008 D, P�p S ATE OF JULY 2, 1992 . yc� TIMOTHY. a SCALE: 1"=30' DATE: 07/20/2009 o R. A No.36856 0 . BENNETT ENGINEERING j GiSiic�� Q� D, LAND SURVEYING„ENGINEERING,&DEVELOPMENT SERVICES ' ► AL LAN ' PLAN REF: 210 PG. 85 F-2 AND 76 PG. .1 F-1 POBOX297 TEL. (506)888.4868 DEED REF: 5534-203 SAGAMORE BEACH,MA02562 FAx. (508)888.4867 JOB NO: 1300 0 �0 80 �20 l\ 3 4 -q- S86'40'30"E 1` 103.00' M cli 10 I APPROXIMATE ' ►F.�mayIiI I LOCATrION OF SUSUR S E RA GEIcV DISPOSAL SYSTEM OwOZ I � / 1 I o � 32.2'I 131 / I0 ......................... . ' 00 NEW..-::%% rn 000 M�'. o; Dl1N})k{{Obt;a' Z i:2.0' 43:5' � 1— EXISTING' f� J _w #212 Iz WOOD FRAME _ i I DWELLING B L Y V m :::........:::::::F.OI�N{1:A31DN o i A so' _ 9 S gyp.ss �cl • • �,>� , Pie�Eo lid Ns�R�c Nod FOUNDATION AS BUILT SHOWNFANDHAT THE STRUCTURE TO THE BEST OF MYSHOWN ON THIS PLAN IS KNOWLEDGE COMPLY WITHO THE AS 2'1.2 STRAWBERRY HILL RD DIMENSIONAL REGULATIONS OF ZONING BY-LAWS 'OF THE TOWN OF CENTERVILLE 1� BARNSTABLE AND IS LOCATED IN FLOOD ZONE C (NOT A SPECIAL FLOOD G 1 C E HAZARD AREA) AS SHOWN ON THECA LOOD INSURANCE RATE . BARNSTABLE, MASS. MAP NUMBER 250001 0008 D, H sq�ATE OF JULY 2, 1992 TIMOTHY SCALE: 1"=30' DATE' 07/20/2009 c a b. R. -�CA `� A No.36856 o e BENNETT ENGINEERING CISIEA� 0 LAND SURVEYING„ENGINEERING,&DEVELOPMENT SERVICES ALLAW PLAN REF: 210 PG. 85 F-2 AND 7.6 PG. 1 F-1 . PO BOX 297 TEL.(508)888-4868 DEED REF: 5534—203 SAGAMORE BEACH,MA 02562 FAX.(508)8864867 0 40 JOB NO: 1300 ao 20 Cm To1w, OF BY RIv T � 21 pp 2. 38 Di S86.40'30"E 100.00' M O I APPROXIMATE O� LOCATION OF I SUBSURFACE SEWERAGEI W 1 0ISP SAL SYSTEM Z I \ I 0 U 32.2'I �� i I C3 �} m a Z I Q I 2.0` 3 I" EXISTING ool w #212 / O I z WFOOD FRAME W i _ i I—' OWELUNG B. 1 Y U ' W IN • NE1K .�, .. o P0t1Nf1•K��Nc 241' 0 `Oo i e R9.80' �Eo � GGNS FOUNDATION AS BUILT' SHOWNFANDHAT TO THE BEST OFRMYSHOWN ON KNOWL DGEHIS PLAN IS COMPLY NTHOTHEED AS 2 1 2 STRAWBERRY HIL7i ,RRD DIMENSIONAL REGULATIONS OF ZONING.BY-LAWS OF THE TOWN OF CENTERVIL.LE BARNSTABLE AND IS LOCATED IN FL00 NE C (NOT A SPECIAL FLOOD HAZARD AREA) AS SHOWN ON T d�¢ OD INSURANCE RATTE . BARNSTABLE, MASS.,. MAP NUMBER 250001 0008 D, TE OF JULY 2. T992 pZ� cyG a �� TIMOTHY � SCALE: 1"=30' DATE: 07/2G/23009 R. d ' BENNETT m �� e o No.3shs�ss A e BENNET I ENGINEERING All O ° LAND SURVEYING,ENGINEERING,&DEVELOPMENT SERVICES 101 �ovvvaa PLAN REF: 210 PG. 85 F-2 AND 76 PG. 1 F-'1 PO Box 297 TEL.(508)888,4868 DEED REF: 5534-203 SAGAMORE BEACH,MA 02562 FAX.(508)888-4867 JOB NO: 1300 - 0 40 80 120 PROJECT NAME: ADDRESS: 9YA y • PERMIT#4;�" PERMIT DATE: M/P: 7 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: Z o BY: q/wpfiles/archive TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # Name -!Ao, J(( C 'A 0 fro Location k. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o Map 1- l Parcel 1 Application # %�� ( � C D Cam" Health Division Date Issued Conservation Division .�Application Fee Planning Dept: Permit Fee c Date Definitive Plan Approved by Planning Board Historic _ OKH _ Preservation / Hyannis Project Street Address f:�C)C� Village CQ-(\.-kr V i ��P Owner /3 , Address Telephone L / Permit Request C<M 5� ��f 7 I7L 2C> Q c C 4 In c)-I e e�X 1�T,VI GI `1 0 CA Square feet: 1 st floor: existing to ` proposed 2nd floor: existing /v/h proposed M/A :Total new ®oo f Zoning District Flood Plain Groundwater Overlay Project Valuation , oy Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach su porting...documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes U/1 o On Old King's Highway: 0 Yes @_�o Basement Type: O'�':ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) o Basement Unfinished Area (sq.ft) b Number of Baths: Full: existing I new 1 Half: exi ting 1,114 new Number of Bedrooms: existing j- new o s d, Total Room Count (not including baths): existing y ew First Floor Room Count Heat Type and Fuel: ❑ Gas a-61 ❑ Electric ❑ Other Central Air: ❑Yes (j' o Fireplaces:.Existing / New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing a,new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes U'No If yes, site plan review# Current-Use`-� i(� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c Af 1 v;�c� 'V1 t L C Telephone Number Address � ✓���P.,� 12r- fZ.GC C License# V Xe ca 62 �-r Home Improvement Contractor# Worker's Compensation # t(okUf5 -D( 7lJqc1,-A- Ocl ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CaS- ` CI- nG ov-\-dw L A SIGNATURE DATE ��/ ���� ®��1eR � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued D� Conservation Division Application Fee Planning. Dept. Permit Fee Date Definitive Plan Approved by Planning Board � 1 Historic - OKH _ Preservation/Hyannis P-o ect Street Address ---R� 49k&AA&Y R-9 Villages e4AI714VI j L 6 Owner ! i Address -07 W 1. /W Telep oh n— Permit RequestA&dW 80 !1rg Vb A Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. -Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ 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: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ 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 ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLIC I FORMATION (BUILD OR:HOMEOWNE > N�am��e- Telephone4Number.= 1� — 79 677 Addre- s�s-'S License # �iVi92!,GL2,11� �?i Home Improvement Contractor# Worker's Compensation ## CALL CON-STRUCTION',DEBRIS°,RESUL-TINGFROM-,TH&PROJECTT WILL BETAKEN TO SIGNATURE DATE O r s FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. `! =ADDRESS VILLAGE OWNER f i ` DATE OF INSPECTION: FOUNDATION 711qlDl FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ,0 t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING i -61 106 me, ; DATE CLdSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents jOffice of Investigations 600 Washington Street 1 Boston, MA 02111 1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): WJ�bAM Xfim& S Address: oZ/o2 Sze '<Y City/State/Zip:?10%V1Tkhk, Mf4 Phone #: 17— Are you an employer?Check the appropriat ox: Type of project(required): 1.❑ I am a employer with 4. 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6.'❑ New construction 2.❑ I am a sole proprietor or partner- 4�14ese sted on the attached sheet. 7. ❑ Remodeling ship and have no employees sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a,corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions r myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: _ Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u e the ains and penalties of perjury that the information provided above is true and correct 00-1 Si nature: t Date: Phone#: — 7 Official use only. Do not write in this area, to be completed by city or town official City or Town:. Permit/License# Issuing Authority(circle one): .1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: S Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual partnership,association corporation or other legal entity, or an two or more ,P P> rP g Y� Y of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments-and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,constriction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." .r Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job.Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 0211.1 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia ' I WE Town of Barnstable 01 Regulatory Services Thomas F. Geiler,Director HAM Building Division Tom Perry,Building Commissioner 200 Mairi.Street,._Hyanuis,MA,02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: S08-790-6230 HOMEOW ER LICENSE EXEMPTION �- ATF: � Please Print Dom BoaCAT1oN:�--�/off- �jT��i � N /,/ /� C.� � G -IA number / streett� y� village name n� home phone#''� work phone# rCL1A22EN1'MAILING:ADDRESS: � � �II�1/A�—��/ . city/town state rip code The eturent exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNTR Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,miles and regulations.. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspec procedures and requirements and that he/she will comply with said procedures and requireme ts, Approval of Building Official - Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that "Any homeowner performing work for which a building permit is required shay be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowern engages a person(s)for him to do such work,that such.Homeowner shall act as supervisor.,, Many homeowners who use this exemption are unaware that they art assuming the responstbilities of a supervisor(see Appendix Q, Rulcs&Regulations for Licensing Construction Supervisors,Section 2.1.5) This lack of awareness bftcn results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with p licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the respormbilities of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a fom/certification for use in your community. Q:forms:homcexcmpt 1 w w ti � r Town of Barnstable Regulatory Services 9HARN M Thomas F.Geiler,Director I 16.39. n Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-962-4038 Fax: 508-790-6230 S.�. ' - �Pxoperty Owner Must •• • ° Coxnpiete a=nc1 Sign`Ths=Sectior ` If Using A Builder as Owner of the subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption of rm on the reverse side. Q:FO RMS:O WNERPERM ISSION °FINE, � Town of Barnstable Regulatory Services BARNSfABLE. + y MASS. •a Thomas F.Geiler,Director �ArEWY9. &,0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR h 44AM Z#4&S , owner of property located at hereby certify that is no longer Construction Supervisor listed on the application for the project under construction as authorized by 0 building permit# O , issued on 200—�-. i I understand that the project.under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 4 inw all It PERTY OWNER DAT q/forms/newcontr reference R-5 780 CMR rev:080102 FtHE,�, Town of Barnstable ti Regulatory Services snxxsr ' Thomas F.Geiler,Director y MAsS,S. �q • � 1659. a`` Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT A I, C��- _/�CiSP_r- , Construction,Supervisor License # •7 l 5© ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit issued to (property address) a on , 200-9. I also certify that on At) &-Q S7—' ol. 200L,I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. LICENSE HOLDER DATE q/forms/newcontr reference R-5 780 CMR Job Truss Truss Type jQty Ply jJob.var Created in MBA 09060416B T1 COMMON 8 1 jJob Reference(optional) Universal Forest Products,Burlington NC 7.110 s Dec 15 2008 MiTek Industries,Inc.Tue Jun 16 13-8.42 2009 Page 1 I 6-3-4 12-0-0 17-8-12 23-5-0 6&4 5-8-12 5-8-12 5-84 I 1 � Scale=1:54. I 7.00 F12 4( i� 8 9 2x4 2x4 j 2 4 3x4 I 5 8x8 3x4 6 i C"! 1 W1 co 1� d o 3x8 7 6x8= 5x10= t j 12-0-0 23-5-0 12-0-0 11-5-0 Plate Offsets(X,Y):[1:0-7-9 0-0-13] [1:0-7.8 Edge] [6:0-1-0 0-3-5] [7:0-5-0 0-3-41 _ LOADING(psf) i TCLL 21.0 SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP I (Ground Snow=30.0) Plates lncrease 1.15 TC 0.63 Vert(LL) -0.38 1-7 >734 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -1.02 1-7 >272 180 { BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.05 6 n/a n/a j BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.14 1-7 >999 360 Weight:871b - j LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SPF Stud WEDGE Left:2 X 8 SYP DSS SLIDER Right 2 X 4 SPF Stud 3-2-6 REACTIONS (lb/size) 1=95410-1-8(input: 0-3.8),6=954/Mechanical Max Horz 1=215(LC 7) Max Upliftl=-130(LC 8),6=-127(LC 9) i FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1451/557,2-8=-1089/411,3.8=-924/438,3-9=-992/435,4-9=-1081/418,4-5=-1256/538,5b=-1401/511 BOT CHORD 1-7=-380/1203,6-7=-350/1138 WEBS 2-7=-443/315,3-7=-195/677,4-7=-373280 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.It;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Pf-21.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. !� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 6. 6)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1. 7)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. I i LOAD CASE(S)Standard i I 11 1 I j A OF 11gs ' JO M. CIVIL -+ No.43029 U 2- /STERE��a�� SSIOAL ENG This truss is to be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shovm and centered minims unless otherwise noted.This deign is"upon parameters almen,and is form individual building component to be instilled and loaded verGwlly.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all deign Infomation on this sheet for-fmmanco with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility for the=win=or accuracy of the design information as it may relate to a specific building.Certification is valid only when tmss is fabricated by a UFPI plant.Bracing shown is for lateral support of truss members only and does not replace erection and permanent 9l!ryn^Ters FOmiy Produ eR bracing.Refer to Buildwg Cunapunent Safety Information(BCST)for general guidance regarding sturage,delivery,erutiun and bee ing available frum w1'CA and Truss 11au:Instimw. L' I Job Truss Truss Type Oty Ply �Job.var Created in MBA 09060416E T1 GE GABLE 1 1 Job Reference(optional) Universal Forest Products,Burlington NC 7.110 s Dec 15 2008 MiTek Industries,Inc.Tue Jun 16 13:18:42 2009 Page 1 12-0-0 __23-5-0_ I 12-0-0 11-5-0 4x4 ii Scale=1:46. 7 i 6 8 7.00 12 25 26 5 9 1 I 4 10 C; ET3 ! 3 11 i 4x8 2ST 12 S 0 13 � 1 I� j 3x4 i 24 23 22 21 20 19 18 17 16 15 144x4 II 5x6= i 23-5-0 23-5-0 i Plate Offsets X,Y: 13:0-1-12,0-2-4, 19:0-3-0,0-3-0 LOADING(psf) TCLL 21.0 SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lld PLATES GRIP (Ground Snow=30.0) Plates Increase 1.15 TC 0.08 Vert(LL) n/a _ n/a 999 MT20 197/144 TCDL 100) Lumber Increase 1.15 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight:104lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 ' TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. I BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. OTHERS 2 X 4 SPF Stud SLIDER Right 2 X 4 SPF Stud 1-5-13 REACTIONS (lb/size) 1=70/0-3-0(input: 23-5-0),13=55/0-3-0(input: 23-5-0),19=144/0-3-0(input: 23-5-0),20=163/0-3-0(input: 23-5-0),21=164/0-3-0(input: 23-5-0),22=165/0-3-0(input: 23-5-0), 23=161/0-3-0(input 23-5-0),24=177/0-3-0(input: 23-5-0),18=163/0-3-0(input: 23-5-0),17=164/0-3-0(input: 235-0),16=164/0-3-0(input: 23-5-0),15=165/0-3-0(input: 23-5-0), I 14=153/0-3-0(input 235-0) Max Horz 1=-215(LC 6) Max Upliftl=49(LC 6),13=-18(LC 7),20=-49(LC 8),21=-58(LC 8),22=-55(LC 8).23=-54(LC 8),24=-06(LC 8),18=47(LC 9),17=-58(LC 9),16=-55(LC 9),15=-55(LC 9),14=-78(LC 9) Max Gravl=98(LC 7),13=75(LC 6),19=144(LC 1),20=219(LC 2),21=173(LC 2),22=165(LC 1),23=161(LC 2),24=177(LC 1),18=222(LC 3),17=176(LC 3),16=164(LC 1),15=166(LC 3), 14=153(LC 1) i FORCES (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=-198/128,2-3=-154/123,3-4=-114/121,4-5=-75/118,5-25=-55/150,6-25=-30/157,6-7=-06/214,7-8=-07/214,8-26=-21/157,9-26=-56/147, 9-10=-52/89,10-11=-52/41,11-12=-74/43,12-13=-133/51 BOT CHORD 1-24=-35/124,23-24=-35/124,22-23=-35/124,21-22=-35/124,20-21=-35/124,19-20=-35/124,18-19=-35/124,17-18=-35/124,16-17=-35/124, 15-16=-35/124,14-15=-35/124,13-14=-35/124 ' WEBS 7-19=-120/0,6-20=-179/95,5-21=-133/114,4-22=-124/108,3-23=-124/109,2-24=-127/115,8-18=-182/95,9-17=-135/114,10-16=-124/108, 11-15=-125/110,12-14=-114/128 ! NOTES j 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" I 3)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Pf=-21.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. .. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. _ 1 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1,13,20,21,22,23,24,18,17,16,15,and 14. 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard y�P�tN OF �gsF9 O� JO I M. CIVIL No.43029 co Q- ORFG/STE SS/OAL S NG This wss is to be fabricated per ANSVIPI quality requirements.Plares shall be of size and type sbown and cornered atjoints unless otherwise noted.This design is based upon parameters shown.and is form individual building component to be installed and loaded vertically.Applicabiliri of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and adinances.Building Designer accepts responsibility for the correctness or accuracy of the design " [j jgg UC83t�i't 11CtS information as i[may relate to a specific building.Certification is valid only when Irucs is fabricated by a UF'P1 plant.Bracing shown is for lateral support of truss members only and does not replace erection and permanent Unh lei st Pmd bracing.Hur-r to Building Cumpumnt Safety lnfurmatiun(BCST)for general guidmcn regarding sWrage,delivery,u nun and bracing available from WTCA and"rmz 17aw Institute. Job truss Truss Type Illy Ply jJob.var Created in MBA 09060416B T2 COMMON 8 1 iJob Reference(optional) Universal Forest Products,Burlington NC 7.110 s Dec 15 2008 MiTek Industries,Inc. Tue Jun 16 13:18:43 2009 Page 1 6-3-4 12-0-0 17-8-12 24-0-0 i 6-3-4 5-8-12 5-8-12 6-3-4 44= Scale=1:44.8 i 3 I i I 7.00 12 7 8 2x4 2x4 i I j2 4 i i 8x8 i 8X8 5 N 1 W1 V12 coI d o 3x8 6 3x8 i 6x10= 12-0-0 24-0-0 12-0-0 12-0-0 Plate Offsets X,Y):[1:0-7-9,0-0-13],[1:0-7-8 Edge] [3:0-2-0 0-2-8] [5:0-7-9 0-0-13] [5:0-7-8 Edge] [6:0-5-0 Edge] LOAI j G(psf)TCLL 21.0 ( )SPACING 2-M CSI DEFL in loc I/defl L/d PLATES GRIP (Ground I (Ground Snow=30.0) Plates Increase 1.15 TC 0.63 Vert(LL) -0.33 1-6 >851 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -0.90 5-6 >316 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code IBC20D6/TPI2002 (Matrix) Wind(LL) 0.13 5-6 >999 360 Weight:88 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc pudins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SPF Stud WEDGE Left:2 X 8 SYP DSS,Right 2 X 8 SYP DSS REACTIONS(lb/size) 1=972/0-1-8(input: 0-3-8),5=972/0-1-8(input: 0-3-8) Max Horz 1=-215(LC 6) Max Upliftl=-131(LC 8).5=-131(LC 9) FORCES (lb)-Maximum Compression/Maximum Tension i TOP CHORD 1-2=-1491/569,2-7=-1129/423,3-7=-1030/449,3.8=-1030/449,4.8=-1129/423,45=-14911569 BOT CHORD 1-6=-391/1236,5-6=-391/1236 WEBS 2-6=-445/317,3-6=-216f724,4b=-445/317 NOTES 1)Wind:ASCE 7-05;1 DDmph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.11;Exp C;enciosed;M WFRS(low-rise)and C-C Exterior(2)zone;cantilever left and fight exposed;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 I 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Pf=21.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct--1 3)Unbalanced snow loads have been considered for this design. I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5. 6)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. LOAD CASE(S)Standard I OF JO M. CIVIL No.43029 co 2- O�FO/STERE 4� O ASS/OAL tiNt� This truss is w be fabricated per ANSI/I'Pf quality requir®enls.Plates.tail be of size and type shown and—.t d at joints unless otherwise outed.This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper inanpontion or component is responsibility of the Building Designer.Building Designer shall verify all design i���� information on this sheet fm conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility far the eorramesa or accuracy of the design Ulll�rsat�OP88t holfitc&information as it may relate to a specific building.Certification is valid only when buss is fabricated by a UFPI plant Bracing shown is for lateral support of mass members only and does not replace erection and permanent Ul11VC f.t3 bracing.Refer to Building Cumpunwt Safety Inftrcmatien(BCST)for g."guidance regarding 9-age,delivery,ar tiun and bracing available rrum w'I'CA and Truss 11am instimte. Job Truss Truss Type Oty Ply �Job.var Created in MBA i 09060416B T2GE GABLE 1 1 Job Reference(optional) Universal Forest Products,Burlington NC - 7.110 s Dec 15 2008 MiTek Industries,Inc. Tue Jun 16 13:18:44 2009 Page 1 12-0 24-0-0 12-0-0 12-0-0 4x4 ii Scale=1:46. 7 6 8 7.00 12 26 25 9 5 4 10 g 11 2ST T112 S r0 N 1 13 N o Iaa 0 3x4 3x4 24 23 22 21 20 19 18 17 16 15 14 5x6= 24-0-0 24-0-0 Plate Offsets X,Y: 19:0-3-0,0-3-0 TCADING(psf)LL 21 0 SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP Plates Increase 1.15 TC 0.08 Vert(L-) n/a n/a 999 MT20 1971144 (Ground Snow=30.0) Lumber Increase 1.15 BC 0.03 Vert TL) n/a - nla 999 BCDLL 10.0 0.0 Rep Stress Incr YES WB 0.13 HOrz(TL) 0.00 13 n/a n/a i BCDL 10.0 Code IBC2006TTP12002 (Matrix) Weight:104lb LUMBER BRACING - TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud t REACTIONS (lb/size) 1=70/0-3-1(input: 244).0),13=70/0-3-1(input: 24-M),19=145/0-3-1(input. 24-M),20=163/0-3-1(input: 24-M),21=1 6 410-3-1(input: 24-0-0),22=16510-3-1(input: 24-M), 23=161/0-3-1(input: 24-0-0),24=177/0-3-1(input: 24-0-0),18=163/0-3-1(input: 24-0-0),17=16410-3-1(input: 24-M),16=165/0-3-1(input: 24-M),15=161/03-1(input: 24-M), 14=177/0-3-1(input: 24-0-0) Max Horz 1=-215(LC 6) Max Upliftl=-51(LC 6),13=-6(LC 7),20=-49(LC 8),21=-58(LC 8).22=-55(LC 8),23=-54(LC 8),24=166(LC 8),18=47(LC 9),17=-58(LC 9),16=-55(LC 9),15=-54(LC 9),14=-05(LC 9) Max Gravl=98(LC 7),13=70(LC 1),19=145(LC 1),20=222(LC 2),21=175(LC 2),22=165(LC 1),23=161(LC 2),24=177(LC 1),18=222(LC 3),17=175(LC 3),16=165(LC 1),15=161(LC 3), 14=177(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-199/130,2-3=-155/125,3-4=-115/123,4-5=-76/121,5-25=-55/150,6-25=-31/159,6-7=-66/217,7-8=36/217,8-26=-20/159,9-26=-55/150, 9-10=-51/91,10-11=-51/40,11-12=-72/42,12-13=-117/46 BOT CHORD 1-24=-34/121,23-24=-34/121,22-23=34/121,21-22=-34/121,20-21=-34/121,19-20=-34/121,18-19=-34/121,17-18=-34/121,16-17=-34/121; 15-16=-34/121,14-15=-34/121,13-14=-34/121 WEBS 7-19=-122/0,6-20=-182/95,5-21=-135/114,4-22=-124/108,3-23=-124/109,2-24=-127/115,8-18=-182/95,9-17=-135/114,10-16=-124/108, - 11-15=-124/109,12-14=-127/115 i NOTES 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.II;Exp C;enclosed;M WFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-0 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Pf=21.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. y 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. j 7)Gable studs spaced at 2-0-0 oc. I 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)1.13,20.21.22,23.24,18,17,16,15,and 14. j 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13 LOAD CASE(S)Standard 3 va��pA OF AS`9 9 O� JO I M. CIVIL 1 No.43029 L~ O�FG/S E. SS/0At ENO' This truss is to be fabricated per ANS111?I quality requiremem.Plats shall be of size and type shown and eentcred atjoints unless oEh-i.noted.This design is based upon parameers ahowm,eruct is for ao individual building component to be installed and loaded venially.Applicability of design parameters and proper ln-ptnauen of component is responsibility of the Building Designer.Budding Designer shall verify all design 8fS3�yDPESt V1 ,.t F(1�UCtS i,. information on this shoel for conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFP1 plant Bracing show cus n is for lateral support of cuss members only and does not ruplace erection erman and pent un bra ing.Refer to Building Cumpunuu Safety Infurreatiw(BCSn fur general guidance regarding st rase,dulivery,-mun and bracing available frum wTCA and Truss 17ate Institute. ell U,l RESIDENCE yr V_ - HSII a.71 20'9 •m .1 0ha"ve41 ,•-Nil LOADTABLE 4 BEAA13 1,750 X 9.50G LP LVL21350Fb•Y,OE DE9YON tltI•ISRI:!l V9L: •`.I] , NOTE: � DDSIGY Cati9I9T9 aF { - PLIES PP.STESED Rill: 5.30 1. THIS C0.VPCNEtNT IS OESIONED TOS'JPPORTONLY ,%JOTS: LOADS 9N.CVlN ARE FOR INPUT LOAD CASE(1) OTHERLGADCASES TYIOECHER (P.EFER TO[iGT29I 30 YSF SHE VERTICAL LOADS SHOWN A9 DETERAINEO BY FOR PATTERNLIVELOAOINC AR7.CHEC:K-=O AS RECVVIIRED. - LAUD WAD � 7.5 POP OTHERS.VERIFICATION OF LOAv]ING,DEFLECTIL\V IDI11EN910NS MEASURED FROM LEFTENO Or SPAT:O`t CANTILEVER] DEAD LAAD t 5 P9F LIMITATICPNS.FRAMING METH.COS,WIND AND SEISMIC LOAD LOT T02AL tfJAO 6RACIND,Ah'DOTI-:ERLATZRALBRACINO HATS OISTP.La1J1'IQIf 90aRC3 T'YPB TDP/91D6 LOAD FTa MGM rr-IN-6X ALVIAY$REOUIRe+]ISTH-RESPONSIBILILYOFTHE ROOF iBPT 9PlVN CT'..'tR• f sc,0p rx PROJECT ENGINEER ORARCHITECT.IDISCLA!IJ.ALi. DNI?aRH Roar LIVE T'DP 36n l 00-00-00 16-0]•0e 1,15 gpryF RIOICF SPAY C1UtR. a 0,00 ER RESPONSIBILITYFCR.ALL PLANS,SPECIFt.ATI0N5 U!RTORH l 03A0 2DP 190 PL? 00-00-00 16-01.Os a:9a _ OR O'll DOCUt/ENTS THATMAY BE USED TO UIYI FORK l DEAD TOP li0 ?LP 00-00-00 16-03LOB D-I Lrm LION CHLTBRIA I INCORPORA 11 THIS COUPON ENT INTO THE VTIFORII bah3m will 19 PLF 00.00.00 16-03-08 0•S0 LWIA LOAD D0371 L / 100 244AL NfuAb DETL: L J T00 BUILOIA'G DESIGN, 2.PROVt]E RESTRAINT ATSUPPORTS NCJG TO ENSURE wAR NOTES: - - cwc CO1f4LIA\YB9 i LATERPJ.STABILfIY. ABPORT N 3.DOERALS CUT,NOTCH OR DRILL LP LVL. THIS COLA PON ENT DESIGN 19 SPECIFICALLY FOR L•P ENGINEERED WOOD PRODU CIS, ACC-RO Cl 4,SHIM ALL 8EARINGS FOR FULL CONTACT. U4 E OFTHIS DESIGN FOR ANYTHING OTHER THAN LP LVLOR LP LBL OR LP 1•JOISTS IS G.A. City R8 2 S.VE9IFY DIMENSIONS BEFORE CUrl LP LVL STRICTLY PROHIBITED.ANY KOOIFICATIDN OF THIS DOCUMENT REQUIRES REVIEW5167 CC9C 1L518-R 70 SIZIF BY ADESION PROFESSIONAL. 9.THIS LP LVL TO 85 USED A9 AROOF BEAM Coll Ni9CatisYY tam P4-H 4 1 10 AD E All E r 11VIMUIh SEARING SIZES ARE SU FFICIENT 70?REVEAT CRUSM>NG Oc THELP LV!- H.Y. CITY t[64 8T-94•E 7.OG11P 9 1 EDGER CINB REDJI AT SFAITAS DESIGNED.IT k9 THE RcSPCNSBLITYOFTHE PROfECTENGVEER, "D M 1214D A HE. FCOAPC•V T ARCHITECT OR DESIGNER TOVERFYTHATTHE9UPPORTSTRUCIUREFORTH.9 BEAM IS CAFABLE OF SUPPOf7TIN3 THE REACTIONS DESIGN•A95UMES COMPONENTS CARRIED ARE APPLIED TO TOP EOGECt°LP LVL,SUCH THAT Ad.�HCR LP LVL ROOF 3EAT.1SECURELY TO BEARINGS ORii1t1GERS. LOAD IS OtETKOUTED EOl7ALLY TO EACH PLY. ATTACH ALL FIyJRPLE3'/1'RH2 R05'JSCP if2' THIS CCT.IPONENrtl.EET9 CD7E ALLOWED D'cFLECTION CRTfERl4;CALCUL' ATTACHAILDIAMETZIl rcj PLIES'937 ORBETTER,BOLTSA DEFLEC7I�N EXCEEDS 3W AND SHOULD BE REY°Y'ED13YPROJECT DESIGNER 24'OC.STAGGER ROWS,IJSB FI ATWASHBFt4 FORAAEOUACY. ' UNDER SOLT HEAD AND NUT. ��jl;9 '�},�• OPTIDVAL TOAIO IV FABRMATIOWATTACH TWO LP l ROOF BEAI.ISARE MANJFAC iUREDWITHOUi CAMBER, �* PLIES V11tH 2R(Y.VS OF 56t1[9.1fY)tJA1LSAT :HERE�ORE,ItlAouinON 7DCOMPLYNGI�9TH TI-:E 24'OC.STAGGER RMVS.NAILS CAN BE DRIVEN OEFL£C170N l OF LOCALBVI.DIh`3 CODES,OTHER - FROM ONEFACE ORHALFFRCMEACHFACE. OER EC--'IOK''CONSIUERATIO.VS SUCH AS PONDING LPOSIThsE ATTACH THE THIRD PLYTOOf;2 RDE OF THE DRAINAGE IS ESSEt TLAL}AND A�.STHETLC5 SFIOULA BE EVALU." "F-F N �2A E'SRT 2 ROWSrOER OF i8d(3.11')NAI FOURTH DYc THE PROJECT PA LOAD DEFLECTOIILYJ S 0.305'ORLESSi.MAXIATLIAI RECOIlIJENOED q �G - PLY TO OTHER SIDE WITH 2 R17NS OF 166(3.1A1'J 3W4 jo PAILS AT 24'OC.STAGGER ROIV9.NAILS LWY BE (eA _ COMf.1C#OR BOX NAILS 3VtTN A IJIN A1UM S VAN4 DIAAI2TER OF O.I SI..ib1 SINKERS �a�1J$v MAYBE USED,SIIT HALF MUST BE DRIVEN FROM 1} EACH FAC3 WHEN ATTACHIf.0 THE FIRSTT\VO �'fal all PLIES 12 �4- 0 9.i00 SUPPDRI) REACTIONS Cl .f.S. )dA}fIt111N I C A R I N (10 U N B B R � 1.750 1 2 3.i00 DfR1N 5531 553L 5.250 - [QF BYARIHG 9I3E6 IIN-B%1 CrA6S SECTION [lARXHUK 13871 FION9 CALCULA280 ALLOKA3L LIVE CA" 0,5b" 0.80" - 36- 3- 9 %DEAD LOAD a.71" "THIS DRAWING 19 HOT 70 SCALE"' TO-2 LO L G" LP En Inefirad Wood Prod�'�ts osn>:na EBc I&IelleneaosInlar len LPL'JL,LPLSi.andCTR.LPF'LaL L9L.G Rani 8 F+.endl'n0 0<EraCldn �<,,s pd,andemnea�cnafcrLP LVL,LP L9L.CFRanSLPI i bl 1pedB:apol:ainn 414 UnlOn Sire el.Sage 2CC0 7amporen•p•d pertllmeal tsearg In hdd np cwp-nl the uee ei[NO wlltMIAW,alai he gle.:0el Cq 70ldlgne1 al71e P; NetM,iFe,7H 37210 alaLpy 908.4G1.fi580 pNJnban6farmsWrg)3hnikroes ehalhadeagmdenl ^OnlNel�1^NCIT'1 B0��e�aa:eeemdol°alw v�IDetpie i 0•h1a1•1na0•fnn[d�d••m��ldx dm[net shall to l;aro<am1'lrutn ef4'lat'•07 Fax 9C9.50316945 Inddled by ell Mls fiO Naas andte W r4 l,d to the •Cn•al.'A' -4.h.ddlueJO.LP LLI.LP IS_erd CTR,WWdsls°xw:t es a-^%*'' NaBanel lVaa 800.515.7570 c¢rpa•eri u•Ji nll+r dl i-o fremt0an:ros11n1•q 11e w,pOdo-I,YIh°da,gnwl0.•elHlvd eholo dosnolNeellp[d bddde Vllmdme:lddl'em LPseruS.aoe LPLVL,LSLNMdCTR,LP4J:lalsco-Irary cortGleled qt no d-r0 a•al loelo O'ealpr lha�dasgl Lomas od ea'11day'e n.ea�ni 1tl1w US daq J^6eppm od~INSel atwn alh lhlsd cx n0 IOIt�IolNts esl lnui:aiecnno:ahse'rf paerelawlrany°f Ee tKdx+.era Lp br eppfedlo'11p c.•1nP:mm based en Tale P•94-f8d by in,custe m l9 LY.,La l old CTFL LP dadalr uenaniealn[N-d-n01he 1rtpEo:asnanigaU mlrcferlaMlNy 0906-074 DeeYln Gtada lidos eie me:O xiY°•.L rarcher al Ml dol um--bal.Wood in dle:l ISM 8nes1 1x a Fan e.11r use OI+V� _ Trq duel end me:ada speared are In v.belxlh l [epl -1 xiR wfae40 rwl to:mleead ea rewired al code Cminucus eoNunf.�w•Jh f-elal,vlmdlnmef NDS mnJAl' lalelel s:pporL la eewrtad SMefl,dw.r beam ar.l•LP don nN P'o'ed° 1 of 1 Dael load Oo'.eahn m:bdl,aalld+"o''L IatY't for crab¢. 0p'e11-IWa.L0M1 ThlvdNreegmullhalamAld'INOVe If Are Mal'eS9U'hGG?Y OF THIS O7A15'IbG IS TO BE GI'leN:GTHEIfa81'A'•LKG COfTrrL4DTOR SHEET ToalIw�1e8adiVn i,lnrilfa1,e01s sired ea ba wealdsred an Erg'n1.ldrg'.gwTBN• IF is amlllUlfed hadalm,k Ol Ladalne.Pe:6o CuW'stian. Ffe:C:4_kieurl and SellrfgsUzmIIe-ly DOcumorli'LPtc"000'lo•Jupo')7e.11'JACA•LILISTER CEILING BEAM-SPX TOWN OF BARHI TMLE. N19 JUL 21 FE1 2.. s 0 Q _ r S86'40'30"E 1� 103.00, O APPROXIMATE f �� I LOCATION OF O N I SUBSURFACE SEWERAGEI w DISPOSAL SYSTEM �y O z I \ I oM 32.2' ( J 1 I O } U i 13.1, 1 I 00 0 /U Ilif r I" : : Q 2.0' 43.5' EXISTING ol 0212w O WOOD FRAME i * IV DWELLING B 1 W IQ M m W o F.QUNCFA.7}AN b I / N �I R 9.80• _ 5 69 0.66 �cl 1�� Pig�Eo lid coN5 N� FOUNDATION AS BUILT SHOWNFANDHAT THE TO HE BESTCOFRMYSHOWN ON THIS PLAN IS KNOWL KNOWLEDGE COMPLY WITHOTHE TED AS 212 STRAWBERRY HILL RD DIMENSIONAL REGULATIONS OF ZONING BY-LAWS OF THE TOWN OF C E NTE RV I LLE BARNSTABLE AND IS LOCATED IN FLOOD ZONE C (NOT A SPECIAL FLOOD HAZARD AREA) AS SHOWN ON HE F.E.M.A. FLOOD INSURANCE RATE BARNSTABLE, MASS. MAP NUMBER 250001 0008 D, WITH A o&A%(jQATE OF JULY 2, 1992 H OF ryas Oa s y� SCALE: 1"=30' DATE: 07/20/2009 TIMOTHY BENNE856 H ° BENNETT ENGINEERING O 9j� EO 0 LAND SURVEYING,ENGINEERING,&DEVELOPMENT SERVICES S�ANAL LAN�`'� 4 PLAN REF: 210 PG. 85 F_VWW9 6 PG. 1 F-1 PO BOX 297 TEL.(508)8884868 DEED REF: 5534-203 SAGAMORE BEACH,MA02562 FAX.(508)888.4867 JOB NO: 1300 ° 4o ao 120 P1,My File Edit Tools Help Vlt c " N a u �dk"-� l r v3 w d;. Jn, r Y r Detail + PPlrcatron 21709028$l7 " wrgx.;, Apphcank GC =G^ENERI�L GOIV1 ,,may �,Skakus ACTIVE �r �' a Owner `` 245640� Collect Department 630D BU'ILDINGDEPART.MENT 9 S � � � LANDERS WILLIAM I n.. ..... v 3 ui l!'p^a xrre C ; kGk"„ rgar ,..,.'ra .. - ..a CloselDeny.fe�, ��: .�,.- .,�.. � ,,, ro� Pro'ect/Achrnt 34 RES'IDENTIALADDITIONIACTERATIO u 1 y Contractor MACALLISTER BUILC �[?escri-tiori�7 ww CONSr7'RUC,T�2ADDITl7NSOFF��OTH,E"NDS"OF:EXISTING�HO''S'E Workflow .rt. P r � �n . _ m Business .. . 1,,Description 2 ADDING 1;BEDRO,OM AND CREATINGALIVING RO®M Q Fees.ef�fective6h212009 Parkin9lMisc " 77 n, rs ,^,'i um, � a,rt faun rFa a.u.m�,.uf°^"m N PropertylUse,` Non Conforming DateslMisc Permits r BUSInesS Mask Location 212I Unit 't Existin use 1,Os10 wr SINGII x - d4ti" 9 I — lot Street STRAWBERRY HILL ROAD a zoning FiB RESID RB , ,� �.,b Adjust'Fees Parcel j w 24?1 y 4 memo :: ti e"r r i 2�!;;r :.,,w:a;: 4Ai l Muaici alit CENT."GENTEFiVIL'LE ESCrOw P r i� x P § sw �. 'Subdivision " � a"'; 3 fI00d ZOrI� �,` MIseGFigs 1 1 Lot/Section/Phases 0 Proposed use 7010 SINGCI `Paymt Hisfory� Between r, r. � � v r r av a zL nzo nag ' 'RB' RESID RB4 Audit History"'' s and^, rNu as iee ;at,fi t Pa sir M' memOn .(a w. r e %ax x.' Location desc LO"T 2B2E I ! , SUmm`PermltC140; s' a k � flood zone t a tie d k< CoPyAPP , r PermitAlerts �iPrerequisikes �Hazrd}Restr (�3Names Bonds �SubAddrs (NextPlanReviewp I .,. r r e Y. . .si a, , a �, w Link lnsps j ( ,Prior History "':i�Inspections i �°Violations'. � `R�view� ,Open Items ! I [ Warnings `Find Releted ', , A W 4 ai m A. .. s='"' 3, :+r i ?�su:cv'. }Maintain proaectJactvity.detail For�the.current.application w , y""Filer °Edit. Tools``"Help", .W. 11 � ��•-=+� ar 1, w,_;i: ,.vl�t`rca� Uzi", "Prerequisite A tic on :f7eptFN e_6&d by Appiaued 5 "`° = By tatus 1nsp:Commenk °"UJF Status" HEALTH APPROVAL 6500 06/23/2009 TOCO APPR Audit History 1 TAX APPROVAL 6300 06/23/2009 SSHE APPR WORK COMP SUBMISSION 6300 06/23/2009 SSHE APPR ..I �a ..... V �i Prerequisite ,a CONS CONSERVATION OEPARTMENT E Needed by ,a redc � � A Aeon type u APPROVAL k „ Ins ector FSTE STEPANIS .FFf dept '6701ONSERVATI®NSu�, �' Inspepklon kyp`Responsiblee 11>,"�.r:. iki',� `v "App�ICalnt'Iesp a, dHb3w^! trs� C ur ll"xmx.,d?`i7 yAxi r�hP P* kA P�PtJf 3�0V&v .,r eference' atu 7777 d . ee Comment.code. �* a r Approued 06123J2009 09:05 t °,�, °ME A ' v M rvgw �p b '' gy+4 gx''<`n01,111 ""+„ i N mv.5-, { aaxtm�r� Sxu^; ;fg".�a'AM Rvnu�v-i�a9 �•;n, n,m ,nor TMn rgK�vr ;a„ vk;M7"` ,i^d,y,vs ,`^3",x.d�^?7�ar%P:ka+:uvy;, a _5dmie>N ,d v' .c:'�?xtbm7xaw..i•as? rrex�� n -5.�m¢weirre x N5 i9 ,9at :.nsw�a mwan4 of 4 i �; w a All # air tiaxa, a � W"�! .`�'�rNiar,— m My, File Edit Tools Help- ` y� �. �.-:•mom s Schedule Type `: >%Requeskd `S�heduledk Timefnspector Pe�rformied � f esUlts. , �.„ � Field S'heet-- E ..'. rya kra ran ru I arc�65v,ai rRh mr "�,,,aa ah. EFINAL#1 I 4 _ APP'Profile ,:.� ' EROUGH 1 '4 h s„ 'ESRVC INSP FOUND 1 �JLAU [ '07/14/2009 i PASS FRAME 1 x GAS FIN u GAS ROU 1 17, INS INSP 1 [" k R PLUM FIN 1'14 { :PLUM lkk ROU 1 i, I t l G1'14�d1.1,�,$�, p...:,1 y_� ���� a �h� �7�'� ` ";.,`"�^� rf i a r �'� �� ';"�`'a,�t�, G r .�,m�'PZ d� ,„. •w f N.waJ4.� ikE�rtlmrrt '��i�a �'r�;a�a < ,�� i ray; .4 {. ':;-' P >Ni,? _; -:°S''t9S! '°+,. ,%hi�4"'rt'"rtµ & +4 I� " tl 4 aci�t:' la�d, ku� s., Is'�p.�p°,�M .rnS'�zW">wPi' .+r. ih'^." ?uu,- °"�, I} ,. � a *,h�«...��.a,�n� ! R �-am.„ " .,:;. d i..�r+9 a �I(�wM,.ky�S>x"�`hxa; +.� .eG�, ,*� `"'�' M�,a3?,�:? "'�^r, RtlJ 7."'moral"}fib,�m ;';�', ,•'4&.�r„..' 'Nm a'�—71, s r r, rr a r"§ „+ad, ,n VrS i N �#i Nli �, r ?far � a � r � gn �� ar� ibrN aarr ,� <ar s ' a.tdrtidr a „w ;r rl < y d ',m t ��g uyr «naF wk .w k :Aw _, a . .,� �� �• � � �r �� ,t,. ` �,..�N'a.,«.,., �lsi�, �ua�,as.� t�s�,,.a?�.���a.„�u��,5ca�,w�° ,�w�,� ,�. :.ms�,,m��µ... wr The`+1`e,n4iihon'tvealth of Massachusetts DcaaPrrairt of Industrial Accitlerrts 0 ke of Investigations 600 Washington:street Boston, JVA 02111 wwl v.tnass.govldra ,. Workers' Cc;'mpensati6n Insurance Affidavit: Builders/Contractors/Electricians/Plumbers .. Applicant Information _ Please Print L ibl`r -Name (13usiness/Organizationllndividua!): Address- City/State/`Zip: ;' r. ,� �i'AIJ4 •63 Phone #: !L/ �.c� oZ Are you an employer?Check the appropriate box: Type of project(required): l:❑ f am a employer with 4• ❑ [am a general contractor and l employees(full and/or part-time).* have hired the sub contractors New construction 2.[ 1 am a sole proprietor or partner listed on the attached sheet: 7. ❑ Remodeling t These sub-contractors have.ship and have no employees •• 8. [] Demolition working form in any capacity. employees and have workers' ` g P 9. []Building addition [No workers' comp. insurance comp. insurance. required.] 5• ❑,We are a corporation and its 10.❑ Electrical repairs o�additions, �.❑'l am a homeowner doing all work 1• •�>fficers have eAcrcised their :. 11.❑ Plumbing repaits or additions right ofexemption.per M.GL thyself. [No workers' comp: �' 12.0 Roofrepatrsti . . insurance required.] c.,,152;§1(4),and we have no f etnpioyees.'(No workers comp, insurance required;] f-�J F 1. *Any applicant that,heek's box N1 must also fill out thesection below sheaving their vNorkers'compensation poliet�information. I-tomcownus Nvho submit this affiday�it indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such 'Contractor,that check this box inust attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. tl:the sub-contractors have employees,they must provide their workers'comp:policy number. 1 am an employer that is prcividing workers'cnmtliensgtiott irtsuratace for my employees. Below is the policy rind joh site ; information. Insurance Company Name:.'. s Policv u or Self-ins.Lic. 4: Expiration Date: Job Site Address: City/State/Lip. -- — — Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c, 152 can lead to the imposition of criminal penalties of a fine up to S1;500.00 and/or one-year in phsonmenf,.as well asrcivil penalties in the form of a STOP-WORK ORDER and a fitte l 2- a ' ' copy may be torwarded to the Office'of .: of u 7 to$�.54.00 a day a�ainstth�.� olator. -be that co of this statement t Investigations of the DIA for insurance coverage verification. I do hereby certij�und�e!rrtthepams and penalties oj'perjury that the information provided above is true and correct, S Filature _ Dater Phone'#: Official use only. Do not write in this area,to be completed by city or town official. City or Town, Permit/License# 'Issuing Authority(circle one): , 1.Board of 1- ealth-2.'136ildin`g Department 3, CitylTown Cie,rk 4• electrical inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: n ° _. ....._.— .1=____._— FXIS.SIN21:.Bi:3�CRU'Iq uwc SMOKE DETECTORSJREED r ,_. — -- - _ _- y— r ♦:.tf_fFCC2^IC.SHTUSLES ��,��7////j • cit7_rf�4 DEPT T HL I -- � � I'i'�1', FIRE DEPARTMENTBOTH SIGNATURES ARE REQUIRED I 1-'- '- '- -------' - 7 r -i- r -------- f r i ( ----- - - ---- - - - W. - Ib-141• I2=14 HECK - q'u e.s"- A.o' 2_0' 3.6-., p - I - —-- r I O EC - j -_ [iS Mo j IL"p.c: A1R�i i-,'�o "� ACCG55 1 I P o U sNu..z2' 2 I iIL I O I.1 O a - 1 ES _ - r 6 2 y I� O r _ C3) ro m 1�Y .) _ �r 1h 2ael�.L��nz•:u,cT�) '' � I •' I a \YL SYC�cE_ CRC - I1Z\�Vl 5(.tiG6'-. . -'- - © 1 2'4<4+a1.co,-+c-ru�,vcl _ Z.+._tT'K_c o,ac•fc,-1:.:�cr Z --j.. 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Y� m sz I ' ll i II II III V II z Jill - -J F II -� III i I APPLICANT TO COMPLETE 6 SUBMIT WITH.PERMIT APPLICATION A IVC Gniae In Wood C rrr rn,niorr in Hi_,,lVirrr/Areas:f f0",ph II'3rrd Ze- AO'C'Guidrin If',,ICon-11 rclii.n in)f4h Wart A—:l id Ngd,IF Znnr ._--.-IV(aSSachllSettS CheeilliSt for C...1pliancevin,CA11t53-2.t-o 1ilassachosettsChccldistforC:ompliancc(@nCzmslal.:.lq _ - - -- --- - ----------- --__ - ._ _.. ... r ba®caring Wall Comea%onz - - 1 _ QO:N: laferN(m.of l6d mmmmnags)...__......_-.,_.--- m-loadbexhg all Ce-ectiahs Blocking to Flatter(Toe-nailed) 2-8d Comp,"mrae N W — and -1 w+ -1 SCOPE La -of tW common rud.)-._-._..............._-(Table 1 -✓ I Rao Board b Roller IErw.railed) 2- each ac end ' I6tl NAM Speed(3-sec.g'rst)..............................__.-_._.._._-__-_._.__.....-.........---_.. __.."0 mph Load Beaeing Wa00p¢nings(record largest opening but check an en eplrgs Iormmptta•,•�'o TaAte 9) . Wind Exposure Cale ly.............................._.....___...__..._.-.... Sin specalm ._-.-___.._.___-....__..___..__....--_(Table 91-....-....._.___....._..._ B1117 h.511' ✓ -_._.._.............._..-...__'_ 8 - Sin P41 - -'A• _ans •: -..-••T 33 e5p t3 d o M.s tr ;\tf1W)e#;�LIr�reSn yA FW H eight Slyds rm,of studs -.-_.-..._-_.._-...._ 1.2 APPL,CAOILIT7 - al9 ( ).._-.__-_........_. ...(Tatde9).-.-....ac_..-..___... trial ,.��'f.�� ':%.:,: �2'1'6d+ .rC•. a Non-Load Oemin WanO . _ C..i Number of Slodes{a rod which exceeds 8vl l2 slope shall be rnnsidcredaslory) (-dories 52 stork 9 peniegs(recvdiagesl monmg but deck aV open'mge far cocoa"v+c Table 9) 1 �g '•"I�n Ire -;,��.`<:+'f;�,;;'6. •2'1 ^•J >4�Qy�`-•y'i ' Roof Pilch--._.-.-..-_. -.-.,.__._........._. g z -(:L - Header Spa ns..................._. ■■ttt�� ,x _ ....._. --"`..............-.(Fi 21"___..___- ss2t2 """.-_...-__.._......_._" _treble gl......._..-......-.__..._.-._2,n50_m.s tr ✓ edh liti...$.OWN.�Fa:k',?ri.,�15.�.�":.,..1.:Y:'�ar;.'3y .�:.,•>b��q�t ....._�- Sia PIxe SDans--..._._..._.-_.__..._......___....._..._ITable9 Mean Real Haight....__......................-......._......_IF - (eft 533' �L l Bugdirg Wdln,W__......................__._..._..._..............(Fig 3J.-.__....... __._ fts60' Ederiorwa05heatn' mResist Vp6fl and Sl,¢ar6imuttaneously Joist to Sill.lop Plate or Girder Toe-na➢eel F 14 4- BuildingLength.L,_...._..................._._:_.....__._.......IFg JI-.-..._._---__..-...-_.._..-_-.--7-cIR5g0' n+g ( )( 5 ) 8d 410d[ BuOdln AspeGftaeoL/N/ hWmumOuadingDinension•W per joist 9 ( 1................_..._._.__-.._......(Fig M1)--_.._.-_._...._..._...-.-............-IT s3:1 Nao�irW H¢i9hl o/Tatlesl ODe' - G`• Rlockntg to Joist(Toe-nailed) 2-Ild 2-10d Nominal Height of Ta3est Opening'._..._._._..._. ....IFig 4)-______._....-_. n'n9' ..-...-...-_.____.__...-. 6�c6'8- cacti end ..._._. ......_......6.�s66 _ Snead' i - .. Blocking 9 Sill or 71rp Plate(Toe-nailed) 3-I6d 4-I6r1 each block ' 1J FRAMING CONNECTIONS Edge Nall Spack+9---------_,_-,-__-_(rwc towmte I ales,----.._.-...... In. ,/ Led I Fzm Nm'Svvrbn 3� Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4-/6d General compliance with haming connections..-....._. ( 1 g.._--.-_._ _-._,(Tubb 1p_....-..._.___....__._-__--.-...__. - ea ......Tables__.._.__......__. smear eomttdan p+p.-"fBdmmmon ruils)(Tabre l0 .:L Joist on ledger 10 Beam(Toe-nailed) 3-80 etlo joist PaceN Full-He1ry+I ShealNng._-___..- _. ble ICI.-.-_......__..__-_,-...____. Par jeia[ 2-1 FOUNDATION -- (Ta . Band Joist to Joist(End-naled)(Fig.1M1) 3 l6d 4 I6tl Foun o-a Walls meNln9 rcaulremenb d 788 CMR 5404.1 SX A-lion. SheNhirg tar Wan w0.h Opw,ing>6'0'(Design ConccplsJ.....___.._..--_ - 9Cr loisl / Maximum Beading Dimension,L - - - Conwde................._.-.--_-._-.-..........._..._................................................._..-_..........-... �h,!ALI. - _ HarNrral H¢SM of Tamest Opcniha. QQ Corrcrele Masonry............................._-_....-_..__...__.--__-_......_..........._.........___.-..-._ - SheaUdeg Type_-.-...-....______..'...._...___(nob 01 !lL4Y3.5 -66- Per tool Band Joist Sit or Tap Place(ice naletl)(Fig.14) 2 16d 3-16d _ � r . Edge Mad Sp.dg..___--._._.--...___..(.able l l or nee 4 ifbzs)--,--_.-.-_.-�-ia Z Wood SvutNrW Panels I 22 ANGIORAGE TO FOUNOARON�a _ Field Nail Se.cb " Ban Sp Bolts imbedded pr....P......tary McN.....J Ar irons az ....tern..:..In canaete oN g'------------.--.--.tTaMe l l)______._._...__-.___.-.-min. T Shear Comedian(m.of 160 cumron naiH Tatrle 11,---__-,_-,,,--___--_--___.-, raRers or irrrsses sDace4 up to 16'o.c- Btl 10d Bvt Spacing-9en¢rat_.-._......_.._................_._..I:�bb 4)__._..._.......__..._ 6 6, •/ , Peream let lei hl 5hea0rin E )_ •'• � ,. 6-edge/4'reltl < Boll Spacing Iron,endfoint of plate..._._.._......._..fi -J•- 9 9---------.Gable i s)-„---,....__-_-_._-_ 23 �� i rafters m busses spaced over 16-O.C. 8d t .... ( g5)-._--.---_-._._...._.._..�-In s6'-ti SIC Additional Sh.mbirl far Wan w,b ODerun -� I tOd 4'edge/4•beld Bell Embedment-concrete..._._........._....._.........._(Fi 5...__,-.-.._.......-.._-__.._..._.,8 In2]' g g>68"(Ocsign Concept-).__._.,...___ J 9 1 - Wall Claedin gable erWwall rake or rake lrw^S w/o gable Btl Boni Embedmml-masonry.-..._._._-____....__....._(Flg 54-_....__...:.................... S In.21S 9 9a 9 100 8'>;dgo/6'field I Plate Washer------_........................._._.............(Fig 5).-.___-:...-..._. 3'aX x V., Rated re,W"md Speed't.....__-._.._.---...-.__-_..___.-_.-_-___- -. .. __-_-___ i gable.endwall rake Cr rake truss w/sNuclural' 8d 10d C edge 6-Bald 3.1 FLOORS SA ROOFS Bookers / Roar kamngm¢mberspaaSclrecked?_-_.._,,,_.._._.Far RaRns uza AWC Sn:.nT 8 gable endwallrake or raka truss dlook-,blocks 80 tOd -Floor Immirg member spans checked____.----_...._,._.(Der IBO CM Chapter 55).___.__..._._-_..,.-IT V ook ste BRS Web iia) _ 4'edge/4'field Rml Overhan Maxmum Floor Opening Dlmms"ron..-_...__._-.-....._._...(Fig 61-..__..-..__-.......__...._-_._...._0.5/2 �� 9-___.__-...-.__.___._,,.,...-._-_..(Fgure lg)._.-__-. (OZU.smallero/2ar V3 ' Full Height Wall Studs N Ftmr Openings less than Z from Edu'mrWat(Fg 81_...................._ -- Toss m Rafter Cmnecdons al loawearirg Wafts wl•l Proprtelary Can el- Mvumum Flom Jdzt Setbacks __..-. Uditt.-..._..._.-.--_-.-.._„-.__-.. (TaWe t2 ✓ Suppading1—.d Flog Wanz or Shearwatt..............(Fig 1)......................._.........__.-. .Rsd V{) r bteraf...._._.___..--_..........-,_.,(Table i2l----.._._____-:---.._..-U='j�rgDlle Maximum Cantilevered Flow Joists _ --- I......... -� Supporting Loadbearing Walls or Shearwa0.-.._._..__(Fig el..__..._._..._._...._._....--:.._.__ Rsd �) Shear-_.._-_-_._-_-_..._--...__(Table 12).._.-..._-__.._____.-_.__...5=-�7-7Z ell — - 1 Hidgp SbapCmneerns.ircollordesnol used par Page 21_ Ice 13). __ -- T=�pN �`, - FbwBotlngNEndwalls._..._............__--.._.._....._(Fig 9I_.____..-.._._..._..._._.._._.-.__.-__--__.-. / Gable flake Outlook-.---_-_.__. a9Fe V . "a'ShoaW-9Type-._....,_..._,..,_,.-_..____....._._-..1x+780 CMR Chapter 551-...-___.-__-_. ... �` -__.................._(gore 20)_._.._.. _.fLssmallerof 2'or lit I Wood -cis Paced up io 26'o.c. Oct - .1 Shmlhing TMciness___...__-----:__._...__...._..._-lpw 780 CMR chapter 65)-.._-_. d�ul � Truss or Rafter CwmecOans al Nor>Lpadbeadng Wags - 'edge/IZ field Flom Shealhmq Faslenhg __- .(Tab(a 2) d oats al fa e/ in field - Proprietary Contractors _ 1/2'and 2.5/32'Fiberboard Panels 8 t ._,-_,__._--___ .._.___._. - -� !y- edge g - :. 4 - 3'e a%6'Rdd (Table M).'— ---u=415J1b. ✓ ' 4g: g LafeiN m.m l W cmrunm m-ls )-----,.- '---"`�-).y=1101b. (72�GVPsIriIt VJiagbo3ad'-'....4.1 WALLS ( m )-ITr BD CA62 Ch Wall Hethit Real Sheathing Tpre_.___.__-__._ (Per $,11L'fie(d lO and Table S)-._.....__.._.._� R510' Steel n"�M's.-----------�- ._.—. _kcal/16 WSP ..•L, '.-_: .',` .......-c,.. _ 1 Non4.�tbrarbmg.wdOs _.-..-__..IFly Wand Table S)-_.._.._-f.- R S2P yL Rad Shearh'vg .A..• --Ja+ 'mil'.-i,ta r1:'n;fT.�.^..r. s•_-..T. �s r i Wa06tad SPadrg75;n!` 4-o.a Nolen . - - Wall SI0lWGDff ds -f. This dseckkst shallbe meliniLs entke - ._-__..._-..-____.__-._.___.(Flgs788)___.._.._._ - Rsd rJ�,L N.excluding Nw apecesrep8on noted lnzlo comply wOb lhereg+dremeds of :4•I.6[IesS: �'•cy.•.-'-`..., - _ ?T(���r's _..___.___.._ ?80 CaNt 530121.t 11em/.UOre check[1Ls me15n Os eMre en the fob Ial ,C2 EXTERIOR WAl1S+ hMeb per mplt Guide H� owkg me straps arM hold dowrs aw r+pl eater Ulan:( Y eel Me WFCA1//0 '-gr ;t',�� - 1 Wood Stuck a, steelswa pew 5 Loodbearing uatts..-_-._-..._-..-__,_-_-.._.-_._-_...(Tabl¢'7.-___..._-___..2x1' -7 R m. Li h. 20 Gage Stops pet Figure tt - 1 :m -mn resistant l i gage mafmg milsand 16 gage staplas am DemuO¢d.choc*BC lmadditimal reglucep+arm, rt kt -- a up�sfmvsPerF+gmp 14 Gable End Wall Brac{ngr d_ A05trapsPer Figure t] I - s athervrix stNeq sizes given far peas are common wire sloes_Be,aad netunadc nags of equMNent a. Comer Shed Held Downs per Fgum lOa and Ftgme tab - ! eltual or grealer length to the specified common nails may be se-j—d unless olnerwbe prohONled. I.Height Endwair Studs.__.-_...._.-____._.._._._...(Fg fO)-_.._.__.___-_.--_.-___--___-__-_ 2 E-PdW:OpenOg amigkh,of-.8tt-she.be pecaledwlren SX tsaddoitothe parcamru - . WSP Attie Floor Length-...._-_.__..-_.._...._._-__.(Fig/lIrtxwn requirmr¢rds shown in Tables lOaM it_ - OJ+eigld snoaoir+g Gypsum Ceding Length Or WSP and used)_.--.--._._.(Fg st1-_._._............. ____..—Rea-9W _y rJ . and 2 x 4 Continuous Leteol Boce 06 R oe..(Fig I li------------- -1 The bottom SM ptale in aderier walls shot be a minimum 2 In,mount thickness pressure treated 02-grede. - or 1 x 3 c ling Tuning strips 9 16 spacing mot with 2,4 blocking 0 4 B.spacing in and laist or Russ bay_ - - Double Top Plate _ 1 =Length --....__--._.-_._.____-.-__-_..___-.(F9 t3 and Table 6)_:.__._.__.__,__..3z-R V/ Sp6iConhdion(no,o(l6d common h)..___-._(Table 61 _ e FSAL GRIP - - LVM.—o 1 - FRtm7s_ ira.vTJ P'-'WS - 1 1 � .`i-N.LOJ3LIXRi1Jaj"_ Y.LL.l4-C_bigkl4L£�-_._.;- "___ "• ... _ _ - " 1J C7fft]LFJ3=tE - - I_ _ Ste' -Vm.nl '9 I I t - - RIY�•7a.��ti-Ls�LEAfSCLAT.�_"" - . - 1 I I _ _ .{/i r.=.,crs c z-.-. - .,_ 'otn.. '_ � • ,'.a.Ft.zstil�lS.oct'txa. '" - --- _TLA vuSS - 20_BOfXs � e �itYEq i"AGLE�E(2o1JZ0N(_`(�.... -R 14Si11;_ 1 - 1wLtS. o • 2 e - - HF(UCE DEVLIN©77A 20tlirSt \ (ty2s+o.�T--.----- '---- - ---- - 2p= -• -_ =RQo�44TT--., lbprefMtmuzl ba REO aoe� L<AIAG zNi -rL-Lc7 .. _x1. CvRrl¢ BOL?S_I2'O_S�SL{r1 EREC1 SA.L4=�tl.R��.1/�TE.. _— is we 4 / ' - ._No:fE%,[cant fpaGtU4.�d I.tiR+FF AJA:+?IIAC.ldS 1046 ant Sfi'E lCiSI_rT F --—-- - 42 RIZVOC DOUN DESIGNS ta.i7 ar. eHA7HAH, MA. w _-