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I�--",,: ,, h �ti ') _. (Si a it r '',,:,,-`��l ­�':-�,_,�,,�:',-,­__,.�,,�.-I'..,-,­�, r' ;i 1 -t ra 1 t cp ,j.,j . ., _ ,, - x t l 4 0 , : , f .: .:. . n 1 •cf r v:k.M.:...ual•..r.�..m.r S,�, .,x ..Y�. ._-__...�_ .___�. ...___,_...,..,...v__^u.........e.._.:�._..._�..,.____...__.._,-� _u:.�m..u_�_-,W..� ._.._Y�_._,,...u...ua.,..�-e.YLL_...�_r.._ _..�..s,....:n.,u......,..,.�.m.1:u,t.�.. __ s Town of Barnstable ' Building Department Brian Florence, CB 0 Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town"bamstable.ma us Pre-application for Business Certificate Date 5-/22 Map c} I Q Parcel Applicant Information Applicants Name Alt CrZ APPlicants Address. 2 Email Address t p6-��1_f �•� C � 7 �' l cCo ra Telephone Number 77 T A 7 6 Listed ❑ Unliste$�Z Business Information New Business? --------------------------------------- Yes No Business is a registered corporation? ________________________. Yes No If yes Name of Corporation Does business operate under the registered corporate name? Yes Is the business a sole proprietorship or home occupation? ------ If If yes then a Home Occupation Registration is required-SeeB r Name of Business f -eki VI-ec—J tw KM P/nS Business Address r Type of Business o Yr Building Commissioner Ohhe Use Only Conditigns t v-P Mx BLiildi-ng Commissioner /I Date e5- a-a" Clerk Office Use Only Town 'of Barnstable Fay . .a� Building Department pp SHE Tp� :" o Brian Florence,CBO Building Commissioner SARNSTAaLE, t 200 Main Street,Hyannis;MA 02601 9 MASS. 1639• www.town.barnstable.ma.us �ATfD µA'1 h Office: 508-862-403 8 Fax: 508-790-623 0 Approved: Fee: Permit#: - — HOME OCCUPATION REGISTRATION Date: ��z Name: Phone Address: f' a y village: p ', `. Name of Business: � 'i��Gt NLu l2� f��' eil `!e,ral/lQGr� CS Type of Business: � ` ""1'�Gj �'L Map/Lot. � ��S�P -Cx INTENT: It is.the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. 0 M.K • Such use occupies no more.than 400 square feet of space: p C C • There.are no external alterations to the dwelling which are not customary in residential buildings,and there -0 M is no outside evidence of such use. � C7 No traffic will be generated in excess of normal residential volumes: Z O The use does not involve the production of offensive noise,vibration,smoke,dust or other particular D C .matter,odors,electrical disturbance,heat,glare;humidity or other,objectionable effects. � m r< There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess M C of normal.household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home _ Occupation,and not within the required front yard. Z Z •: There is no exterior.storage or display of materials or equipment. Z Z O • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one Z ' M pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to M. D O exceed 4 tires,parked on the same lot containing the Customary Home Occupation. r n • No sign shall be displayed indicating the Customary Home Occupation. CC •" If the Customary Home Occupation is listed or advertised as a business,the street address shall not be M included. p O • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the. Z dwelling unit. I,the undersigned,have r ad and agree with the a ve restrictions for my home occupation I am re i�steing. Ii Applicant: Date: C Homeoc.doc Rev.10/17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (J Parcel �tio�n�# Health Division Date Issued wae Conservation Division Application Fee Planning Dept. - Permit Fee ;L�� Date Definitive Plan Approved by Planning Board J12>))3 Historic - OKH _ Preservation/Hyannis V Project Street Address 11�U-0_ q?,_,� 4 �.- Village Owner aJc-k!r%)_vJ OUQ,�,.K �GG1� Is �C� `Z,��1G-k1 Telephone Permit Request TN c4 rxmC�. LVAW?— St,x�wpu flop Few 1��,k _5(N )_<Ati 9 gca 'c d — Square feet: 1 st floor: existing proposed _2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1(2� 000 Construction Typed j eaten++• 6 L.. Lot Size_• Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �Ae - Historic House: ❑Yes X 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 t Total Room Count (not including baths): existing new First Floor Fq rn Coun CD 70 Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Others:, Central Air. ❑Yes ❑ No Fireplaces: Existing New _ Existing wood/6oal stove: ❑Yes ❑ No .,.4 f g Detached garage: ❑ existing ❑ new size—Pool: ❑ existing new size Barn: ❑ existing 0 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 , --APPLICANT INFORMATION— (BUILDER OR HOMEOWNER) Name I / C®�`ct,c. i! Telephone Number sos, ��� o Address �d _ License # 0to Y�` �fb V''tca 6d341 Home Improvement Contractor# f 6`q (I3� Worker's Compensation # _S9Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ®ATE SIGNATURE �. E` FOR OFFICIAL USE ONLY APPLICATION# �� DATE ISSUED :,i�+,:�•., - •r;•• %` � - - ,., MAP/PARCEL_NO.. ADDRESS VILLAGE OWNER r fa • DATE OF INSPECTION: _FOUNDATION 'S Y t . FRAME i -- FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS:.r : .. ..ROUGH FINAL FINAL BUILDING';-, s: b ` 'DATE CLOSED OUT ASSOCIATION PLAN NO.' r i 9 . 111-e Con-tinonivealth of 11 assachusetts Department q f lttduste•ial A ecitlefrts Office v f hivestigaliorts 600 Id'ashington Street Boston, ALA t<ll2.II 4 Wtv,nras$.gov/rtia �ti`errkers Cote ensatiQrtlusurance.ffidavit. Builders,C4-tractcirs/Electriciats/pi..nberc I��ircatrt >t?fartxtatirbrr N"arre rattsiles, r, ieasriitttL€ ibie #dfeS`, C.ity+Mate;'Lip: Fllozle y� -: re wu an empio�er?Check the appropriate , -t .; Type of project(required): j 1 . i im a empioyi?r with gengr2l contractor and I— —__- 6. �`ew ccnstnIction l '-'Ipla}<aes(ft�l.frxdlor part tune;}_ have stare 1 f�-sub-contractors f 2• I.nt a sole pt oprietor or pat•tner- listed on ttie attac.,,1ed s'rect. 7. Remodeling ship and have no employees These sub-contractors have 1 _ ! ;raiking for me in any capacit)--. ernplov es and have workers' 9. �Demolition [xcworkeis' comp. insurance co.=gip ulsurance Building addition l rgti.red.] 5. Wean a xrporation and its III 10,E--1 El ectricai repairs or addiiior 3 I-n 7 honzeo�.3Iner doing all work- otiicers have exercised their �L , i�' rr,=s :lf. "!o workers' comp. right of eietnption per vlGi: J Plutnlut repairs or additions initrance.required.)` C. 1 2 §!A)- and we have no E Roo:Frepairs em•loiees, No workers' [, �j Cither comp. insurance required.] 1 any applitan,that checks bnt 111 must also fill oat the Scc6orn b l nv�hrt�;r,.their ssc criers: con?pensatinn Pa!it Ht�rn oxr rs who sub:m;t lhs:ti davit indicating they are doing all wt,r};and then hire ouuide contractors must submit a new aff.davit indicating such. =Conuac;flr chat eh:ck this WX must attached an additional;h?et showing h name of s ub-contractors and state whether o:'lot those entities have amplo;ees.lftha cub-coniraciors Katie emp!e�ees,:hey must Provide, zvprkers �amP-policy number. arrr an employer that is providing workers'cowpensatinn rn.f-Ur arlr_°e;0r my eotrplo gees Below .is oi flee'PY/Ci l"tfaatJPr1. p Y a sdt Jr3b.Site lrisuranceCompany Name:_ policy 4 ar Self-ins.Lic. s;�������• f-------- Expiration Date:_� / ® Job Site Address: �I fia�/ �U{ -t'rn,r i - ---- City/state/Zip: M Attach a clipy of fife orkzrs' compeznsation policy declaration page(show ng the Policy racaracber and expiration date). Failure tosecure coverage as required under Section 25A of tMGL c. 152 can lead to the imposition of criminal penalties of a fine zap to$11,5 00.00 and or one year inzprisonment, as well as civil penalties in the form of a STOP t ORKORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fonvarded to the Office of Investigations of the DIA for insurance covera e verification. C do hereby certifjJ tender the pains and penalties of perfear:;that the information provided above is Prue and correct. Signature �°'r'T.?ps Date: // / Phone : _,56�f ,� FOther se anty. .13o not write eft tires area, to be corrtpleted G}�cety+©r town.nfftsicri �'®tl Cityy b. PermitiLicense thorihl(circle one): f Health 2, Building.Department 3. City/Town Clerk 4.Electrical Inspector s..P!ultzbing Inspector i! I[ rson: l Phone#: { r CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD/YYYY) 0601-2D12 THIS CERTIFI19ATE 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(tes)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement Astatementon this certificatedoes not confer rights to the - certificate holder in lieu of such endorsernent(s� PRODUCER CONTACT DAVID JOHNSON CRIS , ASSOCIATION INSURANCE AGENCY INC PHONE Noh 916 ggq y7S2 FAX 978 389 8338 149 WESTBORO ROADE-MAILADDRESS. AJA4NCOCHARTER.NET UPTON,MA 01568 INSURE 8)AFFORDING COVERAGE NAICH ItISURERA•TECHNOLOGY INSURANCE COMPANY INSURED INSURER F y- CLANCY CONTRACTORS INC INS c.` 10 CLAYTON RD. INSURER D: MIDDLEBOROUGH,MA 02346 INSURERE, INSURER f• - COVERAGES CERTIFICATE NUMBER: 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 WITH 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 POLICES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. l ILTR NSR TYPE OF INSURANCE ADDLUBR POLICY EFF POLICY EXP - ��� PO NUMB R GENERAL LIABILITY � - - •. .. EACH OCCURRENCE $ COMMERCIAL GENERALLIABILITY DMMGE TO RENTEO - CLAIMS-MADE DOCCUR VIED EXP(Any one arson - III y M1 PERSONALS ADV INJURY $ ` GENERAL AGGREGATE s - GEN'L AGGREGATE LIMIT APPLES PER: - ROOUCTS-COMPA�P AGG POLICY PRb LOC S... _ .e AUTOMOBILE LIABILITY MBINED SINGLE LIMIT ANY AUTO - - - BODILY INJURY(Per parson) s ALL OWNED SCHEDULED - AUTOS AUTOS - • BODILY INJURY(Per eoddent) $ - HIREDAUTOS NON-OWNED PROPERTY IRK DAMAGE - AUTOS $ UMBRELLA UAS OCCUR - - L EXCESS UAB EACH OCCURRENCE - . CLAIMS-MADE DEC) RETENTION $ WORKERS COMPENSATION - WC 6TATL4 OTH- AND EMPLOYERS'LIABILITY FCEEREXLUE�XECUTNEYIN A OFICEWMMBEECDD? © X . NIA 327Z99 ' 04116=2 04112-2013 E.L.EACH ACCIDENT 1QO fiOO (Mandatary In NH) E.L.DISEASE•EA EMPLOYEE$SOO 000 - If desaiba onset - - D CRIPTIO Of OP RATIONS below E.L DISEASE-POLICY LIMIT $100 000 - DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(AtteMACORD iOT,Additbnal Remarks$cbedute Nmo a ce'is r - -pe regtdred) • CERTIFICATE HOLDER CANCELLATION, I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE _ THE EXPIRATION DATE'THEREOF, NOTICE WILL BE DELIVERED IN, ACCORDANCE WITH THE POLICY PROVISIONS. . AUTHORIZED REPRESENTATIVE CDJ> . a ,©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 28(2010/05) The ACORD name and logo are registered marks of ACORD ti • 3 rN '� iA�.t- s ".}}+z -iLk764k' `✓s`�#'�Sa` �$. ti`r t -.,, pi? 4.t a a�:F ustr"ult€r n `suite rtlat:t 4 Yt1ti11 w ,tea L3cee HE-076636 ' !~a ens=+`CSFA. 6d6A7 TtIOMA5 THOMAS P CLArf1CY r ¢ 19A Rounseveil Dr + € > n" SL` etUW1T � t� o- 14A Ro(Ltp �eltDi *f • ;� u 4. 4bl ItOlf : '• '•` p�1�.�#�.,, ,Iy C?� e' ;�lt '�1'�!`1i�0"C�'���,LCI�iC��l�i'�- �' ,4���� '' ,� ���' i (- = ; Office_'Of Consumer Affairs and Business Regulation @ R 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 r - H6m Improvement Colltracxar Registration ' _ 4_ Registration: $164023 ' `Type: Private'Corporation r Expiration: 8/14/2013 Tr# 215597 CLANCY CONTRACTING ZINC. THOMAS. CLANCY 10 CL'AYTON RD. MIDDLEBORO, MA-02346~ x - Update Address and return-card.Mark reason for change, `o zonn-osri r . I J Address j f Renewal a Employment ' Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only TM ' ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: `mot egistration 164023. d . Type: Office of Consumer Affairs and Business.Regulation x 10 Park Plaza-Suite 5170 !` > pirat@on 8/14/2013 Private Corporatio,i s' Boston,MA 02116 s , CLANCY CONTRACTING INC { THOMAS CLANCY 10 CLAYTON RD. ' MIDDLEBORO, MA 02346il � ._._... Undersecretary Not valid without signature i 'METown of Barnstable Regulatory Services s�sxsrea�, . v crass �, Thomas F.Geiler,Director Building.Division - Tom Perry,Building-Commissioner 20.0 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: .508-790-6230 t Property Owner Must . _ -Complete and Sign This Section T If Using A Builder as Owner of the subject property hereby authorize d V 1/l C = t to act on�my behalf, in all matters relative to work authorized by this building permit. Ave_ka-Yo . .(Address of job) , Pool fences and alarms.are the responsibihity'of the applicant. Pools r _ w are not to be filled or utilized before fence is installed and all final . .' inspections are performed and accepted. s igna e of Owner . Signature of Applicant . eW r � tic- � Print Name .Print Name Date • Q:F0RMS:0WNERPERMISSI0NP0OLS 62012 r .. _ m IN . a tic .,. . 40' CENTER LIGHT PANELOPTION 8 8 8 8 8'TIiERMO3 PLASTIC STEP 4R 4R 4R . R k vp 1 2 2 j� t�Y(.3:.NTER 20, 37-a 3/4, I (AlPPANEL 4 y %2 4 r4P, 4P 4R 4R 8 8 8 8 c 20' -� 4(a" T A-FRAME$RACE i I ..I l nl'I I:I OI'IOM I`4 12' 4' 40' :,( 40 n All dlmen5lonO are finished dimenslOnO. (1� ' ,(( 4' 10' 142 d SWIMMING POOL FENCING REQUIREMENTS 421.10.1 Outdoor.private swimming pool: An outdoor private swimming pool,including an inground,above ground,on-ground pool,hot tub or spa shall be provided with a barrier which shall comply with the following; 1. The top of the barrier(fencing)shall be at least 48 inches(1219 nun)above finished ground level measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between finished ground level and the barrier shall be 2 inches(5 1 min) - measured on the side of the barrier which faces away from the swimming pool. 2. Where the top of the pool structure is above finished ground level such as an above-ground swimming pool, the barrier shall be at finished ground level or shall be mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches(102mm). (see diagram below)_ 48"min:, Above ground pool 3. Solid barriers shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints.(as not to create a climbable surface) 4. Where the barrier is composed of horizontal and vertical members and the distance between tops of the horizontal members is less than 45 inches(1143 mm),the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed I%inches(44 min)in width. Decorative cutouts shall not exceed 1%inches (44 min)in width (see diagram below) . h 5. Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches(1143-mm)or more,spacing between vertical members shall not exceed four inches(102 mm). Decorative cutouts shall not exceed 13/ inches(44 min)in width.(see diagram below) 1' 3/4" MAX. CLEAR 4" M"-. CLEAR BETWEEN VERTICfCI MEMBERS BETWEEN VERTICAL MEMBERS SWIMMING SWIUMINC POOL SIDE POOL SIDE w _ r a CD 2" MAX. X. HORIZONTAL MEMBERS SPACED HORIZONTAL MEMBERS .SPACED 0 LESS THA4 45" 0 45" OR GREATER Flom 4Y1.11L111j PRtVRTE 3Vf11@4[ADiii 800L 81iiiB&1��iAUGT►QN r PERMACOAT Color Chain Link Fence Framework or Contemporary color fence systems from Ameristar®can be artfully blended into the natural environment to dra- F tically enhance any chain link fence installation,whether the application is commercial, recreational, industrial or high secuitty" A PermaCoat°chain link fence adds the creative flair that reflects a well designed aesthetically pleasing project. The PermaCoat®system features a tough durable finish coat (see Pages 4 and 5)that resists sevefe-weather conditions and maintains an attractive appearance year after year. DETAILED PRODUCT DATA Ameristar's electronic media enable architects and specifiers to simply download specification information directly into the appropriate section of their CSI-formatted project specifications;they also enable the direct down- loading of,product drawings onto project blueprints. Line Post Ca Post Ca MAX. Fabric Selva To Rail Fabric Tie „ Tension Bar Comer/End —� Post _ r Line Post > - Fabric - ,i s x Tens'_n Baud 77 .• U. Li DEFINING FEATURES The fence framework was designed and developed to answer the need for a more durable, attractive and afford- able framing product. It is produced from high yield strength galvanized steel, using state-of-the-art milt formic and.in-line welding techniques. It is coated with the PermaCoat®powder coatingsystem,with its double layer Of protection (actually powder coated twice). The base coat is a zinc-rich epoxy moisture barrier that is thermtal fused to the galvanized substrate and is known for its outstanding corrosion resistance. The finish coat is a the R setting TGIC"no-mar",polyester with enhanced UV resistance to maintain a beautiful color finish for a fife_ir". �= maintenance-free enjoyment. Page 32 31 CONSTRUCTION SPECIFICATION 32 Buline yline E 5862 SECTION 32 3100 - COLOR CHAIN LINK FENCE SYSTEM t Utilizing PermaCoat® PC-40''(Industrial) or PC-20..(Commercial) Fence Pipe ` (MEETS`BUY AMERIQAN'DOMESTIC PRO I)REMENTS) PART 1-GENERAL PART 2-MATERIALS ~ 1.01 WORK INCLUDED Fence Pipe shaticonformtothe 201 MANUFACTURER F1043rtirtimum requirementsofASTM a The contractor shall provide all labor,materials and weight shop not be less fifth TM r appurtenances necessary for installation of the color Framework for color chain rink fence systems shall of the nominal weight(see Table 1). The strength of conform to Ameristar Paroachx�( -40- pup posts shall be deternmed by chain link fencing system defined herein at ltPgc#b� line,end caner and r ect it (°s a Industrial Weight or nr 2D Comm ac urr 43'4- ILj�)• the use of 4'or 6'centilevered beam test The top rail 1.02 RELATED WORK � `Pipe. manhrfaclured by Americaan°Fence shall be determined 1771 a 10 free-supported beam test Producfs in Tulsa OMallgma (see Table 1). An altemative method of determining Section 02500-Pavingand Surfacing Pipe strength is by the calculation of bending moment 9 2.02 MATERIAL-STEEL FRAMEWORK g, Section 04200-unit Masonry Concrete (see Table 1). Conformance with this specification Section 04200-Unit Masonry A. The steel material used to manufacture Ameristar can be demonstrated by measuring the yield strength PermaCoatE(saeciy PCdD*«+Ind crd t Wight o of a randomly selected piece of pipe from each 1.03 SYSTEM DESCRIPTION PC-2Dt* C mme..-_zRue,rd,nFence Pipe zinc-coated steel-fig. )be lot and then calculating the section modulus. The The contractor shag supply atotaf color chain riinkfencing cam s ce� an b�the _'p yield strength shall then be determined according to system of the design,style and strength defined herein. �M thie arm of ASTM A65W the methods described in ASTM E8. For materials Thesyst�nshallindudeance A65 M and the ceseral retmiremel-_of ASTM under this specification,the 0.2 offset method Shan chain fink fabric,gates and fittings) A92MA92nhl_ be used in determining yield nits)required. g yi strength.Terminal posts, 1.04 O(IALI'(YASSURANCE µe ,, line Posts and t0p/b0ttom rails shall be precut to � B. The z+r�^.:i� _,.a,4 g r-�shall specified lengths, The contractor shall provide laborers and supervisors '� e 7 £ �z -�be who are thoroughly familiar with the type of construction tBst _^wed in 203 MATERIAL-FENCE FABRIC involved and materials and techniques specified, AST"a a _rn� �''t�?e A- The material for chain link fence fabric shall be manufactured from galvanized steel wire.The weight , 1.05 REFERENCES '� t of zinc shall meet the requirements of ASTM F668, rr, A American Society for Testing and Materials Nre 2gp _ Table 4. Galvanized wire shall be PVC-coated to Standards: A90/A90M-Test Method _ meet the requirements of ASTM F668.The class of _ u -^-�^ the fence fabric shall be WaLify lass 1-Extruded- .(Mass)of Coating on Iron and Steel A•t x 4 3 Class 2A-Extruded and n w or Zinc-Alloy Coatings. A653/A653" S - Fused ed d for Steel Sheet,Zinc-Coated(Gah2rt__;_ ' " " -cz trig and Bonded). Ahoy Coated(Galvannealed)by tfc � "-71, 1)AST11A A924/A924M-Specification for Ge _ -,= s =_a B. Selvage:Top edge(s°ecity ling I �.hwictgd�and for Steel Sheet,Metallic-Coated bottom edge(;fig [y knudded or n *4a` y' B6-Specificationn for ink.B1c 7 - 1F y s2_. C. Color:The coating color for the fence fabric shall be Salt Spray(Fog)A _ Operating Light-and Wate--fir- i RR F 191.3 C ass 1..Gmde (sPgcify Black Green or Brawn`- Reference ASTM (Carbon-Am Type)for Exp -- - - : 'P =ice Welded Steel Pipe. F668 and ASTM F934. Test Methods for Meal - ^s exterior surface of the electrical resistance weld} D. Wire Size: The srze of the steel wire core shall be F�/E8M-Test Method, _ - shall be receated with the same Materials.F567-Pract cetype of material and (s0ecifv gauge)gauge. (See Table 2);the finished xrt Fence. F668-Sped thickness as the basic zinc ceating. size of the crated wire shall be(soecifv°auggg)gauge )� Specification KAated L E The manufactured framework shall be subjected (See Table2). ` F934-Specificatior Gates' to the PertnaCoate process,a complete thermal E. Height and Mesh Sae: The fabric height shall be Cha)nL)nkF*< _ - Stratification coating process(multi-stage,high- Coated (BPP�lyheigM)feet Construction of CIm `-, temperature,multi-layer)induct tree Table a mesh size of( ( F7043 nit,as a minimum,a IDP�h..6jzg)inches.(See Table 2). Specification for StrsTgs six-stage(lretieabmentAwdsh(with zinc phosphate), Metal Industrial Cfa_� F1184 anelectrostatic sprayapplication of an epoxy base, 2.04 MATERIAL-GATES Specification fort:- ._ - Y _Hanzonhal and a te7 separate FnL-,h e'ed7h�tatic spray app'cation of a String gates shall be manufactured and coated to meet Slide Gates, polyester the requirements of ASTM F900. Slide gates shall :. be manufactured to meet the requirements of ASTM B. American Assoc: - ov:a and F The material used for the base coat shag be a Ft 184.The color of all gates shall be(-gogft Black 0 Transportation O F - _ 4ands'M181 zinc-rich(gray valor)thermosetting epoxy;the Green or Brown l in accordance with ASTM F934. Standards minimum thidmess of the base coat shall be two P� ° sce (2)mils. The material used for the finish coat PART 3-EXECUTION shall be a thermosetting'no-mar"TGIC polyester 3.01 PREPARATION C. United States Federa)0 - e„-_al SarviDes powder;the minimum thickness of the finish coat All new installation shag be laid out by the contractor Administration Spec = 32;3-Federal shall be two(2)mils.The stratification coated pipe in accordance with the construction plan. Specification Street ftr rt a a-;Post,Metal ,shall demonstrate the ability to endure a saltsr17 (Chain-Link FencePosfs,Tcssc^braces)-Detail resistance test in accordance with ASTM Bt 3.02 INSTALLATION Specification' without loss of adhesion for a minimum exposure Install chain link fence in accordance with ASTM 1.06 SUBMITTAL time of 3,500 hours. Additionally,the coated pipe F567. For chain link tennis court fences,install in x The manufacturer's submittal shall demonstrate the ability to withstand exposure accordance with ASTM F969.Fence Package shall be provided in a weather-ometer poateposts shall shall Prior to installation. apparatus for 1,000 hours at spacings of a maximum of 1D'o.c.Gate posts shall without failure in accordance with ASTM D1499 be spaced according to the gate openings specified and to show satisfactory adhesion when subjected in the construction plans.The"Paving and Surfacing; 1.07 PRODUCT HANDLING AND STORAGE to the cross-hatch test,Method B,in ASTM D3359. "Cast-in-Place Concrete"and"Ung Masonry"sections Upon receipt at the job site,all materials shall be The polyester finish coat shall not crack,blister or of this specification shall r ctcedled to ensure that no damages occurred during split under normal use govern post base placement and material requirements. Install fabric on security s"" y orhandGng.Materials shall be stored in such a side and attach with wire ties or dip to line posts at a--i1e Proper ventilation and drainage and to G. The color of all framework shall be(WIrify B� 15 inches o c and to rails,braces and-'s-RZ_e.�th�vandalismvandalismand theft. - Green or Brown)in accordance with ASTM F934. at 24 inches o.c. tension wire i H. The strength of Ameristar°Permacoate(saflcf t 3.03 CLEANING PC 40TM Industrial We*ght or PC'0T°" m i The contractor shall dean the jobsite of excess Watt) materials. Post hole excavations shall be scattered . uniformly away from posts. « SABLE_7:7.FRAMEWORK h -< € Sltuchrrai:Appricatian Fuoshed OD LV, - (NOIv1) _ - 6 .192(4.88 min) a48(3ra r-- _ ':: k PC40`(Indhrsgia� .--':8. .162(4.11 m m m) .120(3.05 Tg -z:- _ r.. 9 .148(3.76 mm) 'r`-. ..i2.- .��: .>._._.20(345-1111 850 PG20`(Commercaal) "8: .7621oa1 min) .120(305 rhur,S Si _. 850: . 9 .148(3.76 min) .097(246 min) ,0;� c.._._._ _ .:- r -.«;,) ; Gr..ASS 7,2A SSt19 ..7.�¢ mrr 1 r"25 mint (2.ASS t,2A 6W# r Page 35 • 32 31 00/AME CONSTRUCTION CIC E BLryline 58¢2 SECTION 32 31 00 - GALVANIZED CHAIN LINK FENCE SYSTEM Utilizing GaIvOnAll' GBR-40'(Industrial) or GBR-20'(Commercial) Fence Pipe + PART I-GENERAL (MEETS`BUY AMERI AN'DOME TI PRC CUREMENT$) x 1.01 WORK INCLUDED ensure that no darreges occurred yavtg shipping or handling. -'.be determined by the use of 4•or 6'cantilevered beam test The The contractor shall provide all labor,materials and Materials shy be stored in such a manner to ensure Proper topra0 shallbedeter mredbya 10'free-supportedbea etest(am a appurtenances necessary for Installation ofthregalvanizadchain verdation and drainage and to protedagainst damage,weather. '"-- h and then Table 1).An alternative method of determining Pipe strength is by - - rink fence system defined herein at(W=fV . the calculation of bendmg moment(s Tabie.1).Conformance PART 2-MATERIALS with this spedBratien can_be rem iihated by measuring the 1.02 RELATED WORK 2A1 MANUFACTURER and strength of a rarrtlomy selected piece of pipe here each lot o a Section�5o0-Paving and Surfacing Framework for galvan�ddWn rink fence system shall conform a��accting the section modulus.The yield strength shall be Section 033DO-Cad-In-Place Concrate to AmerMe�GaNOnAg-Ipgat'n� determined according fr the methods described in ASTM Ee.Fir (v,��a.}y.,.R-rill^�Indus!rial WeioMor _ Sectmrh 04200-Unit GRIT-2 materials under this specification,the 02 offset method shoo be mY 01,C&tmardat Wei tD)Fence Pipe,as manufacanmd by used in determining yield sbengtlt.7ermins posts,line Posts and I Amerister"Farnce Products in Tulsa,Oklahoma 1.03 SYSTEM DESCRIPTION Wbottom rags shag be precut to specihedlengths. The=ader shag suppy a total galvanized child fink fence P-02 MATERIAL-STEEL FRAMEWORK a 2.03 -MATERIAL-FENCE d 4�., system of the design,style and strength defined herein.The A. The steel material used to manufacture Ameristarm GaIvOnAll"' A. The fabric shall be hotof doped d galvanized with a mintrnimh system shall include all components 0.e.,framework.chain Fink (Sltafi(Y GBR-4oTa+Indushial Weight or RR�n 'C rem y mating weigh per ASTM A392 and specifies as one of the fabric,gores and fittinhgs)required. Weightl Fence Pipe shaft be zinc-mated sine)strip.galvanized coating (Class 1-The weight of the zinc tooting shall not be _a hott-dry process conforming to the criteria of ASTM A653/ tessthan 12mJt'[�glrPL of unmated wire surface)or(Class _ 1.04 QUALITY ASSURANCE general requirements of ASTM A924IA924A4 If-The weight of me zinc coating slag not be less than 20 Class The contractor shall provide laborers and Supervisors who amozAF 6t0 _ B. The zinc used in the [ 9/�)of uncoated wire surface,on wire of fabric coated before _ - thomughyfamiiarvriththetypeofcortsbundonimroNcyaM galvanizing confirm v�ng;an labile coated after weaving,the weight of zinc coating ' B6-YJeight of zinc shall bedetermined using the test method materials and techniques specifiedshallrwlbe less than 200zM[610 g/m9 ofunmated wire surface desou3ed'un ASMi A90 and dreg conform to the weigh range allovrdnce for ASTM A553,(specify DeshOnation .• 10 fpT as determined from the average of two or mom specimens,and - 1.05 REFERENCES GBR J'�'fndgstrrai`lyeight or Derianationf 4n rM raR_�*u. r nor less than 130z1fl N009"of uncoated wire Surface for any -...t A. American Society for Testing and Materials(ASTM S=dwrks _Commardat Weirh[J. mdwidual specimen). Ag0/A90M-Test Method for Weight(Mass)aI Cca[ng an Iran and Steel Articles with Zinc or ZmAEo7r Coatings.A392 finished C. The framework.shall be manufactured in accordance with a Wire Saw:Thfinished wire size shall be(SggniyggPge)gauge ��. .. -Specific aiiotfor ZineCoated Sted ChhalmLink Fence Fabric. commercial standards to meet the strength(50,000 psi minimum - (See Table2). .. A653/Afi53M-Specification far Steal Sheet,Zinc-Coated yield strength)and coating requirements of the following ' (GakranizeM or Zinc Imn Afttcoated(Gatrannealed)by the stand,Ns 1. ASTM Fi C.' HogM and Mesh Sae:The fabric be' shall be mecifv hemnt 043,Group IC,Electrical Resistance � l > Welded Rood Steel P-rye.(soan'Tv hg,=iv ind�miaJ h,-tabu for W high with a mesh size of( tic ylrhpsLt eJ inches (See Hot-Dip Process. A924/A924M•Specification for General 1 Table 2). Requirements for Steel Sheet.MetafficCoated by the Hot- 0HADm+or light ind std=n we' t for GBR- )g iglh 20*�).2. M781, Dip Process. B6-Specification for Zinc. B117-Practice for Type I,Grade 2.Electrical Resistance Welded Steel Pipe.3.) i RA-F-191l3,.(Hass 1,Grata&'Electrical Resistance Welded D. Selvage:Top edge(soedy knuckled oThY5t8d)and bottom edge Operating Salt Spray(Fog)Appara>s. D1499-Practice for Stec!Pipe Gly kmtdded or tK chv11- Operating Light-and m Water-Exposure Apparatus(Cartion-A - ' Type)for Exposure of Phasd= EarEBM-Test Methods for D. The exterior surface of the eledriral resistance weld shall be 2-04 MATERIAL-FENCE FTTTLNGS Tension Testing of Metallic Materials. E376-Practice for recoated with the same type of material and thickness as the The material for fence fittings shall be manufactured to meet the = ` Measuring CoaOngThitlmass byMagnetk Reldor Eddy-Q- base zinc coating. _ requirements of ASTM F625. (Electromagnetic)Test Methods-F567-Practice for lnsfaOaDon of Chain rl ink Fence. F626-Specification for Fence tlfmgs, E -A eliminate conversion coating shaft be applied to the external 20.5 MATERIAL-GATES _ - - F668-Spe»raticlh for Poly(Vinyl Chloride)(PVC)Coated surface. The chromate shall be 30-micmgmmsre+/-15 Swing gates shelf be manuFact retl arid coated to meet the ShrelChan-Lmk Fence Fabric.F900-Specifiratonfarindtnstrial miaograrsiW and shaft be verified bya strip and weigh memod requaemenfaofASTMF900.Side gates shall be manufactured ® -"- and Commercial util"hzin an atomic aabor Lon s ectro hotomater or x- be meet the requirements of ASTM Fi t84.StvinyGates P,�g-PnanAceforConhstructicn g P P P fay - ',;+i - of Chain-Link Tennis Court Fence. F1043-Specificatien for bell o h- PnRT3-E7�Cu'DON a Strength and Protective Coatings on Metal h uhistrial Chain PREPARATit3N - s Link fence Franework.F1184-Sped6caf� t' *:ft,--.,;�v^ _ ,� �. All new installation shall be laid out by the contractor in -- ' a..Commercial Horizontal Slide Gates 1 �-,�'---_�-A_��._�� _....� s -.- > = :. h na�,.1 E376 accordance with the construction plan .:..Ter mating thickness tester.B. Amcials Association St of State 181Kg!-ems- w $- _ tsE.e n the thickness of zinc and the total thickness of dear coat Install chain rink fence In accordance with ASTM F567. For for C hare-link.Fefre. _�__.�- ,: h and zinc.)The exterior clear-coated surface mud demonstrate chain fink tennis court fences,install in acoorbence with ASTM the ability to withstand exposure of 500 hours without failure at F969.Fence posts shall beset at spadngs of a maximum of fly United States Federal Supp r- General Services a blade panel temperature of 145 F when tested in accordance cc.Gate posts shall be spacbe according tu the gate openings - Administration SpedSratiors:RR-F191;3-Federal Specification I'M ASTM 01499.The clear coat Shag also withstand 5D0 hours specified In the construction plans_The'Paving and Surfacing' Sheet for Fencing.Wre and ills,Lied(Chain-Unlc Fiercer Posts. r of exposure to 100%relative htmtiddy Per ASTM D2247 without 'Cast-In-Place Concrete'and'Unit Masonry sections of this Top Rags and Braces)-Detail Specification. blistering or peeling and 950 hours of exposure to sag spray per specification shag govern post base placement and material ASTM BI 17 with a mandreon of 5%red ins. requirements.Install fabricro seamty side and eifaclh with wire 1.06 SUBMITTAL ties ordip to fine posts at 15 tfidhes n.c and to rags.braces and p. The manufacturer's literature shall be submitted prior to G. The strength of Amenable GaIvOnAiP(k9ff y GBLAQ_+ tension wire at 24 Inches aa: installation Indu ct+iai Weight or r& O*a ^-merci,i Wey'o_htl Fence Pipe shag cmdwm to the requirements of ASTM F1043;the mb irnum 3.03 CLEANING 1.07 PRODUCT HANDLING AND STORAGE weight shag no be less than 9D%of the nornins weight(Sue The contractor shag tte dean the jobs of excess materials.Pod .fr Table 1).The strength of fine.and.corner and pug posts shag hole excavations shag be sabered uniformly away from pods. - - Upon receipt at the job site,all materials shag be c heduad to F=. TABLE 1 -FRAMEWORK " = � r- Fence Decimal O.a Pipe Wall SrB.:irn ....'rrmYeeld Max Be celm,fated Load Ibs) •; ' StmduralAppkgOon Industry Egdivalent-. 7 Weigh - O.D.- Ldmess t`-�'-t�= x strength Moment IV Free Cantilever 3 inches rtmh inches rem ..m./b. Lk•+<m - r"-ches) (ps) (lb.in.) Supported 4• 6. I: 1.5/8' 1.660 42.16 .111 232 1.84 2.74 .1951 x 50,000 = 9,805 327 204 136 2` 1900 4826 .120 3.05 228 3.39 2810 x 50.000 = 14.050 468 - 293 195 GBR-40(Mdustrfal) 2-1/2' 2375 60.33 .130 3.30 3.12 4.64 AM x 50.000 = 24,405 814 508 339 - 3' 2.875 73.03 .160 4.06 4.64 6.90 AM x 50,000 43,890 1,463 914 610 4' 4,000 101.60 .160 4.06 6.56 9.76 1.7819 x 50,000 - 89.095 2,970 1,856 1,237 - 1-34T° 1375 33-40 .080 203 1.06 .1.57 .0900 x 50,000 = 4,500 - 150 WA WA 1-SIH' 1.660 4216 .085 - 216 1.43 2.t3 -1574 x 50,000 - 7,870 262 164 109 •GBR-20(Cornmemiaq T 1.900 4826 1 .090 229 1.44 - 2.59 2208 x 50,000 - 11.040 WA 230 154 • 2-72° 2375 fZi33 .095 241 232 345 3734 x 50 18,670 WA.000 - 2.875 73.03 .111 282 326. ..4.85 .MAR z 50,000 = 31;B25 WA1 663 1 442 TABLE 2-FABRIC Structural Application - Fabric Het Namfrhal Minimum Height and,Diamand Count ; M Wee Sum Minimum e Diameter Strength - -"� Haight 367 laid are) 42'(iom-) :481(1220mm) Urpsmmm) 72'fleromn) Sr(213o rem) 96'(2440 mm1 12WIsisomm) 144-(360 rent 2' 6 0.1921(a.®-) 2170t Industrial - - Count 10-1/2 12.12 13-12 17-1f2 l5oamma s" 20-112 24-1/2-- 27-12 34-1/2 41-12 9 0.148'(3.75mm) 12900 Industrially:, Hetgid 36"(910 rem). 4Y ttgrormm) 48'(1220umh) B'(ismmm) 72'(1a3omxn) SC(2130,mn) 96'(2449mm) 120't3ose rem) 1- rim) s 'Secu'llyr Count.: 20 23 27 33 39 45 53- 67 ..- 2sA ten) 9 0.140(3-7ii-) 1290a a ,t Tennis Height - 120'13m0hen) 1447(3560 run) 1-3/4' 9 0.148°(3.76 rem) 1290k G ' dour Count 39-12 47-M 11 0.120'(3.05 rem) 8509 y a'._ Commercial HeuTti[ 3bf ^:) __ 48'I1a0.W h} b0" 14,C 2sso Sur) 2" Corm 10-1rc - 9 0.148'(37snm4 I290g - i'•. - 1C_1/2. 17-112 241/2. 24-12 27-12 34-12 41-1/2 (Seemint - Page 37 _ ` Reset The Unit Mm dacrima REPORT ' To reset first close the door and then pressah iiinte rtek Testing Services N.-Ai the alarm, e ESE button, _ PASS/RESET T bu n,The alarm is now back to stand by 1386 ADAMfi COURT MENLO PARK,CALIFORNIA 94026 + mode. ` Job No. 200184200382SI a Issued:February 14.'2001 To exit the protected area,press the PASS/RESET button y '+ Revised:Februsry20,2001- and exit the area within 30 seconds, ;REPORT NO. 20382512 INSPECTION,TESTS AND EVALUATION r OFA t GATE ALARM RENDERED TO l Sma"pool,INC.' LAKEWOOD.NJ r 'Automatic Reset Under All Conditions , GENERA L:This Report gives the results of the inspection,tests and evaluation of Lembo Products Gate Alarms for- I - The unit will be reset automatically in 30 seconds after the last key activation. compliance with applicable requirements ofthe Standard for Safety ofGenaml-Purpose Signaling Devices and Systems, If the PASS/RESET button is pressed but the adult entry 7 seconds allowance ' . UL 2017, 1"Edition,2000,and Signal Equipment,Consumer and Commercial Products(CSA C22.2 No.205-MI983), this adult allowance will be`canceled in 30, seconds, and This investigation was authorized by check No 111400,dated 11/13/00,Production sampleshigood conditionw entry ero Is not utilized, - ry provided by the client on 11/13/00 and tested at ITS's Mcalo Park,CA,facility. _ reset to standby mode automatically, ` General-Purpoa a Signaling Devices and Systems,UL 2017, I"Edition,2000 ` .and Signal Equipment,Consumer and Commercial Products CSAC22.2 No.205•M1983, _ Auto Siren OFF Applicant:- SmartPool Inc. Mr.Richard Holstein S75 Prospect Street _ Ph:(732)730.9880 *. Lakewood,NJ 08701 Fx;(732)730-9881 Siren canoe,turned.OFF manually as describe on previous section,or the unit Will reset.In 4 minutes automatically"if the gate is closed. CONCLUSION r + �_, r• A representative sample of the product covered by this mport has been evaluated and found to comply with the applicable t ' requirements oftheSandard rorSarety ofGanoml-purpose Signaling Devices and Systems,UL 2017,V Editionr2000, �. + and Signal Equipment,Consumer and Commercial Products(CSA C22.2 No.205-M 1983), s + Automatic C®ntinous Monitoring r If alarm is triggered and reset by Itself in 4.minutes, the unit will check the Completed by Phil Mason signature: condition of magnet contact sensor to decide if the door remains open or not. If Title. Engi neer Associate ger I „ o/ the door is left open, the alarm sounds again for4•minutes, check the door - oe�e `( condition again and continue the cycle until the door is closed:- gevlewed'by :: I John D.Quigley Signetur . .. Tttie' I Operatio ns Manager Dete "T*�r 6 Pr!»te in china March 2001 4-. THE CONSTRUCTION METHODS ILLUSTRATED APPLY -CORNER BRACKET ONLY TO NORMAL GROUND CONDITIONS. IF UNUSUAL ' - SOIL CONDITIONS ARE ENCOUNTERED (I.E. HIGH z ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL a c r MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE ° U CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR ° METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY a OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE c ° OPTIONAL.) v o i BIG VEE o o I 6" RAp. INSERT POOL DECK v c j U RADIUS CORNER m w w COPING r • Z Q V l 4L CORNER DETAIL t~ a Fa3 CTANGULAR POOLS) 40. 0 00 "v I MIN. 6 THICK CONCRETE COLLAR ii ':.�'::a`• :'.�. ^� ` w V REO'D. AT BASE OF WALL PANELS Fay � DRIVE R005 THROUGH . • ••-- •'"�`'J• , Ua ��� � x HOLES IN PANELS "�o /NUT INTO UNDISTURBED EARTH. w a 2" SAND OR VERM_ CONC. CURVED CORNER COPING UNDISTRUBED EARTH i BACKFILL SHALL BE FREE-DRAINING L- v r CLEAR GRANDULAR MATERIAL SUCH AS SAND, TRACE CLAY OR TRACE SILT. TYP. LINER INSTALLATION DET. 3/8" x 2" BENT BOLL W/NUT & 2 WASHERS (7 PER JOINT :OR ER DETAIL - JAN POOLS) S� • .OYES: POOL AT RIGHT ANGLES TO SLOPE M IATION OF DECK TO BE 1'00 ABOVE + _ 4G G ,DE � din I AROUND UP-HILL SIDE OF DRAIN. LATER AWAY FROM POOL. CK SHOULD SLOPE MIN. 1/4" PER FOOT POOH w ►1RNt54ED By OWNER TO SHOW POOL ND ENCLOSURE_ � 3LUMSTNG AND FENCING TO CONFORM TO CARDINAL SYSTEMS 250. RT_ 61 S. RA If EO'D. BY SITE CONDITIONS OR °u • °A (5M) 30--13� F�►tc ' �• ;(PIED BY OWNER. DAM 4 7 1 1 " tONSTR. DET. SHT. E M s OF EGRESS SHALL BE PROVIDED. = NNE UNG LINER STL. P00 iTA1RSlOR LADDER > $EDFlU ' CONSTDET C( Q 3/8" x 1" SOLT WITH I NUT & 2 WASHERS (TYP. 14 EA. CORNER) 4r 10 3/8" x I" BOLT WITH NUT & 2 WASHERS r Q PER JOINT REQ'D.) WALL - STEEL 14 GA. TYPICAL W/202. (G235)GALVANIZING (RECTt • 3/8" x 2 1/2" .BOLT W/NU' REINF. ROD SUPPORT BRACE TIE SUPPORT MAY BE BOLTED TO THE ANGLE, POST IN ANY OF THE PRE- PUNCHED HOLES. TYPICAL WALL BRACE ASSEMBLY d CORNER BRACKET I CONCRETE DICK REQ'D. TYPICAL CO . I RIM-LOK COPING (GRECIA] #12-14 x 1" SELF DRILLING EXTRUDED ALUMINUM PLANNING NOl FASTENER (18" O.C.) SET WIDTH OF P FINISHED ELEVAT SURROUNDING VYNYL LINER PROVIDE SWALE (HUNG) SURFACE WATE CONCRETE DECK AWAY FROM PI j PLOT PLAN FURL POOL WALL PANEL LOCATION AND PLO RIM-LO K COPING DETAIL ELECTRICAL. _ ALL CODES.. OPTIONS ExTRA WHEN SPECIFY . AT LEAST ONE A OPTIONAL STAI 123.33' LOT 2 38,632f SF rn in ' • 1.1' CONC. FNDN. fr► 5.6' Z C TOP FNDN. rl EL. 51.0' o U► . A 28.7 5' 4`O N _ 43.95, 05=160 FOUNDATI N PLO PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 21 KAY AVENUE, CENTERVILLE SCALE : 1'' 40' DATE JULY 24, 2012 PREPARED FOR: REFERENCE MAP- 248 PARCEL 56.001 I HEREBY CERTIFY THAT THE STRUCTURE %o���� MA S9cy� MgSs9c SHOWN ON THIS PLAN IS LOCATED ON THE DANI DANIEL GROUND AS SHOWN HEREON.. A. ` OJ �OJALA m off 508-362-4541 � fax 508 362-9880 ( r` , No`0980P down cape engineering, inc. gNDESS\o 0 s 0�0 /2 ^ j CIVIL ENGINEERS - �f � B'8'�.SUR\l S RV LAND SURVEYORS s 3o main st. yarmouth, ma DATE REG. LAND SURVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel C� �/- -!Z Application 26 ! 6 0"V Health Division Date Issued 1 —7 /17- Iml Conservation Division Application Fee 06 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Qpo� Project Str t Address l"1 I Arf. C DOV. iz *Z Village /G`� Owner�&i ew 0 _e d X d-li , Address Telephone Permit Request &M 51h1be &PdW Square feet: 1 st floor: existing 44111, proposed 4002nd floor: existing proposed l�bTbtal new8 Zoning District Flood Plain DD-- Groundwater Overlay Project Valuation ;90000 Construction Type f�-�S• Lot Size •8 Grandfathered: ❑Yes 211 No If yes, attach supporting documentation. SF / Dwelling Type: �ingle Family W Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �o On Old King's Highway: ❑Yes �Jo Basement Type: 'Full ❑ Crawl U4alkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) // �b'9 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing 10new First Floor Room Count Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �lo Detached garage: ❑ existing ❑ nn size—Pool: ❑ existing ❑ new size _'Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Znew size Shed: ❑ existing ❑ new. size = Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ p a Commercial ❑Yes ❑ No If yes, site plan review# wIM Current Use Proposed Use APPLICANT INFORMATION pi (BUILDER OR HOMEOWNER) Name � hye4i►e Gtll 'Pio ZG•Telephone Number Address 6,5- AE&e'n sm,),4 License #CT AR�_w D IL& Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO x i o S SIGNATURE DATE l O! FOROFFICIAL USE ONLY , APPLICATION# DATE ISSUED { MAP/PARCEL NO. _ T ADDRESS - VILLAGE OWNER DATE OF INSPECTION: FOUNDATION f' FRAME F INSULATION FIREPLACE - r ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL t . GAS: ROUGH FINAL FINAL BUILDING k i DATE CLOSED OUT ASSOCIATION PLAN-NO. Town of Barmtable Regulatory Services ul�c Thomas F. Geiler; Director 'Building.Diyision Thomas Perry, CBD, Building Cc)j miEsioner 200 Main Street; Hyaamis,MA 02601 - prww.fown:barrufable.tna.us ' Officcc 508-862-4.038 Fax: 508-790-623C PLAN REVIEW Owner E��� Map/Parcel: :.. D S� 6 o f Project Address_ Builder S . 0 4 C O(`—7— The fallowing items were noted, on reviewing: Reviewed by: Date. S--' r The Commonwealth of Mamach=eft Departrneat offndu &id.Acctdera,�, Q,�ice af�'►'�gations . �- 600 Washington Sir'eet Boston MA OZIII WWW v=M9vv1dia Porkers' Compensadon Innumnee Affidavit. Buffders/Contractors/Mecir,cians/P�tuabers A li.cant Inform don PIe$se Priest Le 2�Tame ( / on!lndivictnaI): /Qp �C0� � ,eli � gib Address:-6 . City/StffWZip: ill'e 0 PhoEne# �77 S'�S 6 602 A,ree a an employer? Check the appropriate box: I.l� I am a emgloyr�witi��_ 4. ❑ I am a general coafractar and I �`e of rojer (required): - emglDyees (fail andlor parrfmie).* hm Wired the sub-contractors 6• ew canstub im 2.Q I Mn a sole proprietor or partner- listed on the attached sheet °7. ❑Reuwdeling ship and have no=Iployees These sob-c hECV0 8, ❑Demolition working far me.m any capacity, ewplDye�and have workers' [No workers'comp.iastrzance comp,hmmm e'T 9. ❑Building addition . required.] 5. ❑ We are a corporation and its I0.❑Electrical repairs or additions 3.❑-I am a homeowner doing ail work officers have exercised fheh� I I. Phnnb' e}f Q mg repairs or additions mys [No wmi=-R camp. rig of exemption per I+ OL I2,❑RDaf azrs insurance required]t c. 152, §I(4), and we have no r' employees. [No workers' I3.❑Other. comp'msorance rpqu red.] t Vi app_er�ovhe s ffig h=h this�91 also fin oat rbc soar x below shmW then workers'�apeosatm.policy kfb=.d»y 'CIEs that eh=k this box met atte4"A sa add m W aad — has oatsidc eont =Est sahmit a new affidaPrt mmaffiag m —Pla9�s If fhe sob-conhactnrs have l fte name of the saohry -eclnrs aad staff whethc or not&o==Ries have�P o3'�.�y�tPrrn'ide their wEi�ss' a ,policy mrmb¢. I am an employer that is providbg workers'cormpema&n insurance or mfornrafian. f mJ'employees Below is the poficy=d job site Insurance Company Name: S p /o`� l0 Pcficy#or Self-ias.Lic.# Eamon D aL- AO Job Site Address: AEI /'i1l+B. �yl Y,�(j/�l J►fij/� Attach a copy of the workers' cn ensation o ' city� policy declaration page(showing the policy number and expiration date). Fame to secures coverage as required under Section 25A of MGL c. 152 can lead to the ixEiositon of mi=�a penalties of a f ne up to$1,500.00 and/or one-year mnpzismmnmi4 as weIl as civ penalltim in fhe fozm of a STD?WORK ORDER and a fine Of up tD$250.00 a day against the violator. Be advised that a cDpy of this statement Hirt be �vestgatiDns of file DIA fun nwmance coverage verificado,_ Y forwarded to the Office of ----------------------- I do hereby penalties afP61799 dia the=forvlaflon prodded abuFe is true and correct SzEnaizire. r� Q Date: � �� Phone 6 ;24 FIEMAag only. Do r:at write in this area to be corrcpleted by cnj,or fawn oicia[ : PermitUcense# ' rity(circle one):ealth I Bmfidiag Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Fnspe r Contact Person: Phone#: r la's. Town of Barnstable 0 Regulatory"Services nsARS g, Thomas F.Geiler,Director 1659. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 W Ww.tgwn.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, / vedkl4 , as Owner of the subject / � property hereby,authorize C-G41 '�e i�Z. �1'�d E'-�c� "7V--to act on my behalf, S � �/CIU in all matters relative to work authorized bythis buMng permit application for. (Address of Job) S of t7 0Date riot Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RMS:0 WNFRPERMISSION NE �ttio Town of Barnstable ,y Building Department - 200 Main Street • r LE, ' Hyannis, MA 02601 639.' (508) 862-4038 Certificate of Occupancy. Application Number:' 201201967 CO Number: 20140146 Parcel ID: 248056001 = CO Issue Date: 10/31114 Location: 21, KAY AVENUE Zoning Classification: RESIDENCE B DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: ROYCROFT & KUEHNE BUILDERS INC. Permit.Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed n i TOWN OF BARNSTABLE Bu".ding 2 1201967 BARNSTABLE, Issue Date: 05/17/12 —. Permit 9 MASS. $Ar 039. s � Applicant: ROYCROFT&KUEHNE BUILDERS INC. permit Number: B 20121140 FD Nlp• Proposed Use: DEVELOPABLE LAND Expiration Date: 11/14/12 [Location 21 KAY AVENUE Zoning District RB Permit Type: NEW SINGLE FAMILY HOME, Map Parcel 248056001 Permit Fee$ 1,428.00 Contractor ROYCROFT&KUEHNE BUILDERS INC. Village CENTERVILLE App Fee$ 100.00 License"Num 083280 Est Construction Cost$ 280,000 Remarks i APPROVED PLANS MUST BE RETAINED ON JOB AND NEW HOME SINGLE FAMILY 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: NEEDHAM,MATHEW& BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 102 ELLIOTT RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by:.PR Building Permit Issued By: THIS`PERMIT"CONVEYS NO RIGHT"TO OCCUPY'ANY STREBT,'ALLEY OR SIDEWALK OR'A,Y.PART,,THEREOF EITHER TEMPORARILY,ORPE�iANENTL`Y t?,ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY.'PERMITTED,UNDER THE BUILDING CODE,MUST BE APPROVED BY THE NRISDICTION..STREET OR ALLEY GRADES AS WELL AS DEPTH ANDY LO&TION:OF PUBLIC-SEWERS`MAY BE-, OBTAINED FROM THEpEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT-DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS'OF ANY APPLICABLE SUBDIVISION'.-�R: RESTRICTIONS., MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 3.WIR.ING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. . 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE.REQUIRED FOR ELECTRICAL;PLUMBING AND MECHANICAL INSTALLATIONS. , WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c 142A). s ':r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS.-, fo 2 �5 L4s7 � le f I"W 2 _ o�— �a/�z � y 2/' 3 1 Heating Inspection Approvals Engineering Dept FiMtN 2 Cc q s Board of"alt Lf Gp 3a 2vt `oFTHETti Town of Barnstable BARNSTABLE. Regulatory.Services ._ MASS. P 039 ,0m — Building Division prFO MPS a. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 14 Location Permit Number j Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: nj r7 .. 0 Please call: 508-8_62-4038 or re-inspection. Inspected byJt Date PROJ'El NAME ADDRESS: G PERMIT# �t�-- /5 �► PERMIT DATE: MIP: 7"Q.S�o LARGE ROLLED PLANS ARE IT: BOX P-6 SLOT _- Data entered in MAPS program on: (� ,� 2-.--- B Y: �►`�' f. - .�i - ..s w ��:. i�.i a� ^wev� '�` !%' 1 [ �. - '. � i' ��A� ��.� � '� �\ J s� - .• .,, � :. �;.- dx .. � t fix° 3 � S '.^ � 6. � ''.-4 � t ,.t s N;�'r ,., �•; < r Affidavit of Substantial Financial Interest I, SC64A Crb of 8&fn 5 CA- , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the pro locate at Yap o2 , Parcel 054o-l . The address of the property is ,�. •evt, -fir 2. 1 have % 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 is �3 a4l , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is YL1314&.2-, I have had a 1% or greater legal or equitable interest in'the following properties which have been the subject of a building permit application: Map/Parcel 'Address , 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted, building permit applications for 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 orequitable int- t/o gi ees . 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of p jury, is ay f 6k , 2012 Jr 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT e00 S P I .yVN 1 N RECEIVED kR0 RECORDED , - INE I l P 7 Sl - PEG,SI RY 4F DEEDS W nEAOE N'1' PETER a THELMA CARRY I DB.1436 P.249 5a2'07'10E Y C.B. LOCUS MAP SCALE 1•e 2000 O W� _ 12J.3J PROP,LINE FOR REGISTRY USE ONLY m ELEANA M.HINCKU7YASSESSORS m MAP 248 �q ,^ 08.12410 P.116 .30 •i I CERTIFY TRAT U TNIS PLAN WAS PREPARED PARCEL 56 ZONING:RB y4' \ \ y q i IN ACCORDANCE WIN THE RULES AND iROMAGE-20' - Q C•BI\ h� o - £ RECUUTIONS OF THE REGISTRARS OF DEEDS AREA-43.560 SF•VARIANCE REQUIRED ADOPEED JUNE ill.1975,AND AS AMENDED WIDTH-100' JPNVARY 7.19B8. SElK5: FROM-20' Sa1.5uD.7'j � U SIOE -Ill' \ 5T62027'W S 3 REAR -10' 3 \O T26r LOTS FLOOD NE'BN BARNSTABLE e COMM ZO PANEL 250015 05 0 . 38.632 q.EL* o ARNE H. DATE 2.1 00 ' DULY 2, 992 zJJ, 0.69 ocrtai _ £. h� �21.89 ' GROUND WATER PROTECTION OWNER OF RECORD: 1_ 81.8• CENT ETLOT ROAD CENTI - - BTVILIE.NA 120.75 02632 REFERENCES: / DEED BOOK 1385 PACE 1160 - PIAN BOOK 523-PAGE 51 - - / 30,020 m.n.t SVRORA L C P.16 18 ' .79' 0.68 ac18.S OB.9752 P.18 - - P •.P:� .36 z r - ,� PLAN OF LAND IN - BARNSTABLE, MA - S)TJ�'OS E 243.72' o 4JB5, PREPARED FOR GEORGE a JEANNE MC PHETRES AURELIA D. HINCKLEY 08.13294 P.11 LP.IN S.B. SJ'SY BARNSTABLE PLANNING BOARD S)T3s,8'E - SCALE 1"= 30' DATE: SEPTEMBER 29, 2004 APPROVAL under the SUBDIVISION CONTROL LAW NOT REQUIRED FRANK-k PAOUNE CAPRA REVISED DATE: OCTOBER 15, 2004 DB.11092 P.156 REVISED DATE: FEBRUARY 10, 2005 (BOARD OF APPEALS NOTE) NOTE r r. SEE BOARD OF APPEALS DECISION:2005-005 30 0 30 60 90 Reel n anw„ RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS DEED BOOK 19514 PACE IDS down cape engineering, inc. - SEE BOARD OF APPFAi DECISION:2005-0068 - Vyy RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS CTVTL EN.-.ERS NOTE: DEED BOOK 19514 PACE 112 LAND SURVEYORS NO DETERMINATION AS TO GOMFR1Vla WITH THE 9B9 FOWD et. yBralOuth,ma ZONING ORDINANCE RECUURNENTS KAS BEEN MADE . ®04-1 BSHICKLEY-INN OR INTENDED BY THE MOVE.ENOORSDAENT. S�_Fir Apr 13 20 o. A(:urcu CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDA-rM 04/13/2012 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 WAIVED,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 Joanne Bretton NAME: Southeastern Insurance Agency, Inc. aHONE E 508.997.'6061 FAX No: 508.990.2731 439 State Rd E-MAIL ADDRESS: P.O. Boz 79398 PRODUCER CUSTOMER ID ff: North Dartmouth, MA 02747 INSURER(S)AFFORDING COVERAGE NAIC9 INSURED INSURERA: Arbella Protection Insurance 41360 Roycroft & Kuehne Builders Inc INSURERB: Merchants Insurance Group 65 Eben Smith Road INSURERC Associated. Employers Ins. Comp. Centerville,. MA 02632 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2012 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 WITH 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. LTR TYPE OF INSURANCE IN R SW�D POLICY NUMBER POLICY EFF POLICY EXP LIMITS MIDD MMlDD GENERAL LIABILITY 850002273808/01/2011 08/01/2012 EACHOCCURRENCE . $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PEO- F. LOC $ AUTOMOBILE LIABILITY MCA701409 10/18/2011 10/18/2012 COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) 1,OOO,OOO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ B X SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ UMBRELLALIAB. OCCUR EACH OCCURRENCE $ EXCESS LIAB .CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WCC501025901201 08/06/2011 08/06/2012 TWC ORS LIMITS ER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBEREXCLUDED? NIA (Mandatory inNFQ N .EXCLUSION OFOFFICERS E.L.DISEASE-EA EMPLOYEE, $a --_t 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEATO�,,OLICY LIMIT SOO,OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is.required) #00001: 2004 FORD F250 PICK UP 1FTNX21L54EA55624 ;; #00004: 2006 FORD F350 PU 1FTWW31P66EC78323 9 CERTIFICATE HOLDER CANCELLATION _ FAX: 508.790.6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of.Barnstable Y Attn: Building Department AUTHORIZED REPRESENTATIVE 200 Main Street Barnstable, MA 02601 Joanne Bretton ©1998-2009 ACORD CORPORATION. All rights reserved. AGORD 25(2009/09) The ACORD name and logo are registered marks of ACORD REScheck Software Version '4.4.2 • ' Compliance Certificate ,' ., • - a ^ '�� 1 .N � z of .a. ,. Project Title: New Custom House Energy Code: 2009 IECC Location: Centerville(Barnstable) Massachusetts �. - Construction Type: r ri ' yp Single Family _ y Glazing Area Percentage: 13% Heating Degree Days: 6137 r Climate Zone: 5 - Construction Site: Owner/Agent: 4 Designer/Contractor: �• i 116 Elliot Rd. Hinckley-Needham Res,. Roycroft&Kuehne Builders Inc. , Centerville,MA 02632 116 Elliot Rd. 65 Eben Smith Rd. Centerville,MA 02632 'Centerville,MA 02632 +. Compliance:5.3%Better Than Code Maximum UA:300 Your UA:284 'The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. +.y. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. - - - -,`. � `� � Wig. •- �.t,,. -...,- �,$,. Egli W%fill Ceiling 1: Flat Ceiling or Scissor Truss 1064 38.0 0.0 32 ' Wall 1:Wood Frame, 16"D.C. ? ' 2376 21.0 0.0 117 Window 1:Vinyl Frame:Double Pane with Low-E 272 , 0.300 82 Door 1:Solid 20 0.270 5 Door 2:Glass - 40 0.320" 13, Floor 1`:All-Wood Joist/Truss:Over Unconditioned Space., x 1064 30.0 ', 0.0 35 J. Compliance Statement: The proposed building design described here is consistent with-the binding plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature 'Date .. � Project Title: New Custom:House '' = �; ` Report date: 02/17/12 Data filename:•Untitled.rck • "`` Page 1,of 4 , REScheck Software Version 4.4.2^ " Inspection_-Checklist , + A! Ceilings: ' • ..; , t. _ . ., • ❑ Ceiling 1:Flat Ceiling or Scissor Truss;R-38.0 cavity insulation Comments: Above-Grade Walls: a ❑ Wall 1:Wood Frame;16"o.c.,R-21.0 cavity insulation Comments: r Windows:, 0 Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes' No ` _. .... E y Comments: ° Doors: *, • y. . , ❑ Door 1:Solid,U-factor:0.270 Comments: r • ❑ Door 2:Glass,U-factor:0.320 • - Comments: i .Floors: *« - . , � •�•. t • , •• r ' ❑ Floor 1:All-Wood Joist/Truss:Over'Unconditioned S ace-R-30.0 cavity insulation - Comments "* Floor insulation is installed in permanent contact with the underside of the subfloor decking.. +. Air Leakage: 0 Joints(including rim joist+junctions),attic access openings,penetrations,and all other such openings jn the building envelop;that are ' sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with'an air barrier material,,suitable film or" solid material. , ❑ Air barrier and sealing exists on common walls between dwelling ynits,on exterior walls behind tubs/showers,and in openings between r window/doorjambs and framing. .+:. • I] Recessed lights in the building thermal envelope are 1)type IC'mted and A_STM_E283 labeled and 2)sealed with a gasket or caulk - between the housing and the interior wall or ceiling covering:--* < w - ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces:Where loose fill insulation exists,a baffle or retainer is installed _ to maintain insulation application. - ❑' Wood-burning fireplaces have gasketed doors and outdoor combustion air.' " Lj Automatic or gravity dampers are installed on all outdoor air:intakes and,exhausts: Air Sealing and Insulation: , - ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on'outside.of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. • m_ (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.' (d)Floors Air barrier is installed at any exposed edge of insulation. t • `. '' (e)Plumbing and wiring:*Insulation is placed between outside and pipes.Batt insulation'is cut to fit around wiring and plumbing,or vf, sprayed/blown insulation extends behind piping and wiring. .i Project Title: New Custom House _ Report date: 02/17/12 Data filename: Untitled.rck Page 2 of 4 (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and-exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: , a ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. • ` Li Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. . Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: n ` ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned'spaces or outside the building envelope are '. insulated to at least R-6. �, a Duct Construction and Testing: 0 Building framing cavities are not used as supply ducts. 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners'are rated UL 181A or UL 181 Band are labeled according to the duct construction..Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least.1 1/2 inches and are fastened with a minimum of three° equally spaced sheet-metal screws. Exceptions: t Joint and seams covered with spray polyurethane foam., , Where a partially inaccessible duct'connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. t Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than in.w.g.(500 Pa). n -Lj Duct tightness test has been performed and meets one of the following test criteria: t 0)Postconstruction leakage to outdoors test:Less than or equal to 170.2"cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than orequal to 255.4 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 127.7 cfm(6 cfm per 100 ft2 of conditioned floor'area). (4)Rough-in total leakage test without air handler installed;Less than or equal to 85.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: �. 0 Where the primary heating'system is a forced air-furnace,at least one programmable thermostat is installed to control the primary, heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. . F1, Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International ResideAal`Code. $ . x ❑ 'For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 lECC_ Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504).' Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. •Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use, ' ,—Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105edegrees F or chilled fluids below 55 degrees'F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Project Title: New Custom House - Report dater 02/17/12 Data filename: Untitled.rck p Page 3 of 4 r Ujn f sit x jLdi f t!po!gpprbb f bif st!boe!gvn qt!bsf!qsf t f oU r Fydf ggpot; ti t X i f sf!gvcrjd!i f brn!t rboebset!sf r vjst!dpogovpvt!qvn q!pgf sbgpo/ X i f sf!qvn qt!pqf sbd!xju jolt prhs!boeq)slx bt rf:i f busf,dpvf sz!tzt rf n t/ , r I f brf eft xjn n joh!gpprh!i bvi!b!dpvl slpo!pslbdu f!x bd dt v*df/!Gpssgpprh!i.f b6 e!pW sl: 1!ef hsf f t!Gl)43!ef hsf f t1D*!u f!dpW sli bt!b n jojn vn!jot vrbgpo!vbrmf!pdS.23/ , Fydf ggPot; k DpW st!bsf!opdsf r vjsf e!x i f o!71&!pdd f!i f bgoh!f of shz!jt!gpn!t jrf.sf dpW sf e!f of shz!pslt prhsif of shz!t pvsdf Mhi goh!Sf r vjsf o f ott; a Y B!n o n vn! 61! f sdf oU u f!rbn' t r o! f m bof oun!of tbr*e!' i' oh! ursf t!dbo!cf!dbd h f e!bt! of! u f! oh;�f r 1 1 pq g Pq� g �1 g 1 �� q 9Y pqf P p�� ��1 )b*Dpn gbddgmpsf t df ou , )c*U.9!pslt n bnbdejbn f d sl#f bslgmpsf t df ou )d*51!rmn f of!qf slx bulg)slrbn q!x bubhf!=>!26 )e*61!rmn f of!qf six buJg)slrhn q!x bubhf!?!26!boe!=>!51 )f*71!rmn f of!qf dx bulg)slrbn q!x bubhf!?!51 ' Pu fs!Sfrvjifn fot#; e . - r Topx.!boe!jdf.n f rtjoh!t zt d n t!xju!f of shz!t vggrjfi etgpn 1U f!t f snjdf hp!b!cvjrejoh!t i brfijodrmef!bvtpn bgd!dpouprh!dbgbcrfi!pgt i vujoh pgju f!t zt d n!x i f o!b*!u f!qbW n f odd n of sbursf!jt!bcpvf!61 fef hsf f t!G,!c*!op!gsf djgjrbgpo!jt!q)r¢nh-!boe!d*!u f!pvLeppsld n of sbursf!jt ' bcpwf 151!ef hsf f t!Gl)b!n bovbrh i vrpgjdpoLEpq!brhp!gf sn juf e!Lp!t bgt gdsf r*,vjsf n'f od(d(`/ Df sggdbd; , ' r B!qf sr bof oddf sjgdbd!jt!gspvyef e!po!psljo!d f!f fidujdbrtejt ujcvgpo!gbof r*goh!u f!qsf epn jobodjot vrhgpo!S.vbrmf t 4xjoepx V.g)dgost 4rzgf!boe!f gjdjf odz!pdt qbdf.dpoejgpojoh!boe!x bd sli f bgoh!f r vjgn f oU!U f!df sjgdbd!epf t!opddpvi slpgpct rarddu f!vftjcj' pgu f!djsdvjdejsf drpsz!rbcf ait f sydf!ejt dpoof ddrbcf rtpslpu.f slsf r vjsf e!rbcf V. OPUFT!UP!GFK/E;!)Cvjrejoh!Ef gbsn f odVtf!Porn* ` ` i . i ; ' ` - • t ` .r .*' • r 4 mot.' 4 QspIf ddqufi;!Of x!Dvt ipn!I pvt f � . Sf gpsJebd J 13(28(23� Ebrb!grfiobn f;!Voqufie/sdl , Qbhf!5!pq 5 r ,( 311 : !,FDD!Fof shz • ,* ` Fgddjf odz !Dfsyddbda Dfjrjoh!OSPp9 49/11 ; X brm 32/11 Qpps!0(3pvoebypo 41/11 - EvdLx psl !)vodpoejypof e!t gbdf t`, ? WASP Im on 'p Xjoepx .1/41 1/43 , Epps 1/43 1/45 ` I f byoh!Tzt Lf n Dpprjoh!Tzt if n X brf s!I f bif s:...................... Dpn n f od.; k Nlassachusetts- Department of Public Safet� 'Board of Building- Re�-ulations and Stanthtrd Construction Supervisor License License: CS 83280 SEAN J ROYCROFT 65 EBEN SMITH RD , CENTERVILLE, MA 02632 Expiration: 11/29/2012- ('ununisviuner Tr#: 5237' t , } y 1 Office of Consumer.Affairs.&Business Relation License or registration valid for iindividul use only pHOME IMPROVEMENT CONTRACTOR before the expiration date. If fomnd return to: 11_Registration: a;1q,1225 Type: Office of Consumer Affairs and EBusiness Regulation Expiration: �1122%2014 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 RO CROFT&KUEHNE BUILDERS ZINC. Sean Roycroft 4 r 65 Eben Smith Road Centerville,MA 02632 '_: _= ; `-= Undersecretary No lid wi s 141 L.. A Boise Cascade Single 11-7/8" AJS® 20.MSR Joist\1st Floor\DR1 BC CALC®3.0 Design Report-US Service class 112 spans I Left cantilever 1 0/12 slope Wednesday, May 09, 2012 Build.517 16 OCS Repetitive I Glued &nailed construction File Name: Needham Hinckley Residence .Job Name: Needham/Hinckley Residence Description: 1st Floor\DR1 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 , 2 a 02-00-00 06-00-00 B1,8" B2 LL 282 lbs LL 163 Ibs DL 276 Ibs DL 0 Ibs SL 125 Ibs UP 66 Ibs Total Horizontal Product Length=08-00-00. Live Dead Snow Wind Roof Live OCS Load Suinmary Tag•Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 08-00-00 40 10 16 2 wall Conc. Lin. (plf) L 00-00-00 00-00-00 0 80 16 3 roof Conc. Lin. (plf) L 00-00700 00-00-00 35 70 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 147 ft-Ibs 3.3%. 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -627 ft-Ibs 12.4% 115% 2 2- Left be verified by anyone who would rely on End Reaction 147 Ibs 14.4% 100% 16 2- Right output as evidence of suitability for Int. Reaction 683 Ibs 24.8/0 115/0 2 2- Left 0 o particular application.Output here based on building code-accepted design End Shear -136 Ibs 9.1% 100% 16 2- Right properties and analysis methods. Cont. Shear 358 Ibs 20.9%` 115% 2 1 - Right Installation of BOISE engineered wood Uplift 66 Ibs n/a 13 2- Right products must be in accordance with Total Load Defl. 2xU1,911 (0.025") 9.4% 15 1 -Cantilever current Installation Guide and applicable building codes.To obtain Installation Guide Live Load Defl. 2xU3,496 (0.014") 6.9% 15 1 -Cantilever or ask questions,please call Total Neg. Defl. U-7,886 (-0.009") 3.0% 13 2 (800)232-0788 before installation. Max Defl. 0.025" 2.5% 15 1 -Cantilever BC CALCO,BC FRAMER®,AJSTM, Span/Depth 6.0 n/a 2 ALLJOISTO,BC RIM BOARDTM,BCIG, BOISE GLULAM-,SIMPLE'FRAMING` %Allow %Allow SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing,Supports Dim.(L x W) Value Support Member Material PLUS®,VERSA-RIM®, ' B1 Wall/Plate 8"x 2-1/2" 683 Ibs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUDS are B2 Hanger Load 2"x 2-1/2" 147 Ibs 12.4% n/a IUS2.56/11.88 trademarks of Boise Cascade Wood Products L.L.C. B2 Hanger Uplift 2"x 2-1/2" 66 Ibs 87.5% n/a IUS2.56/11.88 Cautions Uplift'of 66 Ibs found at span 2- Right. Design.assumes Top and Bottom flanges to be restrained at cantilever. Notes. Design rrieets'Code minimum(2xU180)Total load deflection criteria for cantilever spans due to roof loads. Design meets Code minimum (U240)Total load deflection criteria for non-cantilever spans. Design.meets Code minimum (2xL/240) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Header for the hanger IUS2.56/11.88 at B2 is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. Hanger IUS2.56/11.88 requires (10) 10d face nails, (2) Strong-Grip joist nails. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR18 BC CALCO 3.0 Design Report- US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR18 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 I I K 06-07-08 BO B1 LL 928 Ibs LL 928 Ibs DL 469 Ibs DL 469 Ibs Total Horizontal Product Length=06-07-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 06-07-08 40 10 07-00-00 2 wall Unf. Lin. (pif) L 00-00-00 06-07-08 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,059 ft-Ibs 9.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 874 Ibs 11.1% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U5,060 (0.015") 4.7% 1 1 output as evidence of suitability for Live Load Defl. U7,621 0.01" particular application.Output here based ( ) 4J% 1 1 on building code-accepted design Max Defl. 0.0151, 1.5% 1 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood_ products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Hanger Load 3"x 3-1/2" 1,397 Ibs n/a 17.7% HHUS410 (800)232-0788 before installation. B1 Hanger Load 3"x 3-1/2" 1,397 Ibs n/a 17.7% HHUS410 BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMTM SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEM®,VERSA-LAM®,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIM®, Hanger loading has not been validated for bearing B1. Verification that hanger will support VERSA-STRAND®,VERSA-STUD®are the applied loads still needs to be performed. trademarks of Boise Cascade Wood pp p Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. Head`er'for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR18 BC CALC@ 3.0 Design Report- US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR18 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►j b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum= 3" d= 12" BC CALC@,BC FRAMER®,AJSTM, Member has no side loads. ALLJOIST@,BC RIM BOARD-,BCI@, Connectors are: 16d Common Nails BOISE GLULAMTM'SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 T Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR19 BC CALL®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR19 Address: 116 Elliot Rd Specifier: be. City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: s 3 4 F - 13-11-00 13-11-00 BO,3-1/2" B1,T' B2,3-1/2" LL 810 Ibs LL 11,669 Ibs LL 332 Ibs DL 492 Ibs DL 6,506 Ibs DL 58 Ibs UP 66 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 27-10-00 40 10 01-04-00 2 Wall Unf. Lin. (pif) L 05-06-12 14-00-12 0 60 n/a 3 DR18 Conc. Pt. (Ibs) L 05-08-08 05-08-08 928 469 n/a 4 DR13 Conc: Pt. (Ibs) L 13-11-00 13-11-00 8,745 4,773 n/a 5 DR12 sim Conc. Pt. (lbs) L 13-11-00 13-11-00 1,480 607 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,860 ft-Ibs 27.5% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment _ -3,948 ft-Ibs 18.6% 100% 1 1 - Right be verified by anyone who would rely on_ End Shear 1,202 Ibs 15.2% 100% 14 1 - Left output as evidence of suitability for 0 o particular application.Output here based Cont. Shear 1,555 Ibs 19.7/0 100/0 1 1 - Right on building code-accepted design Uplift 66 Ibs n/a 14 2-Right properties and analysis methods. Total Load Defl. U1,070 (0.153") 22.4% 14 1 Installation of BOISE engineered wood Live Load Defl. U1,785 (0.092") 20.2% 14 1 products must be in accordance with Total Neg. Defl. U-3,206 (-0.051") 7:5% 14 2 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.153" 15.3% 14 1 or ask questions,please call Span/Depth 13.8 n/a 1 (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER®,AJSTM" ALLJOISTO,BC RIM BOARD- BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"' SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 1,302 Ibs n/a 14.2% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 7"x 3-1/2" 18,175 Ibs 98.9% 98.9% Versa-Lam 2.0 PLUS®,VERSA-RIM®, B2 Post 3-1/2"x 3-1/2" 390 Ibs n/a 4.2% Unspecified VERSA-STRAND®,VERSA-STUDOare trademarks of Boise Cascade Wood Cautions ,. Products L.L.C. Uplift of 66 Ibs found at span 2-Right. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR19 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR19 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • T• • �7 particular application.Output here based t on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum= 3" d =24" BC CALCO,BC FRAMER@,AJS- Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD M,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUDS are Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\DR20 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR20 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 a 6 I 2 . Ux 05-01-08 07-04-00 BO B1 B2 LL 12,956 Ibs LL 8,815 Ibs LL 1,751 Ibs DL 6,850 Ibs DL 2,973 Ibs DL 657 Ibs Total of Horizontal Design Spans= 12-05-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 2 floor Unf. Area (psf) L 00-00-00 12-05-08 40 10 14-00-00 3 DR19 Conc. Pt. (Ibs) L 00-00-00 00-00-00 11,669 6,506 n/a 4 DR10 Conc. Pt. (Ibs) L 05-01-08 05-01-08 4,341 1,170 n/a 5 wall Unf. Lin. (plf) L 00-00-00 04-03-00 0 60 n/a 6 wall Unf. Lin. (plf) L 03-11-00 12-05-08 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,700 ft-Ibs 8.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -4,164 ft-Ibs 9.8% 100% 1 1 Right be verified by anyone who would rely on End Shear -1,575 Ibs 10.0% 100% 16 2- Right output as evidence of suitability for Cont. Shear 2,551 Ibs 16.2% 100% 1 2- Left particular application.Output here based on building code-accepted design Total Load Defl. U5,467 (0.016") 4.4% 16 2 properties and analysis methods. Live Load Defl. U7,252(0.012") 5.0% 16 2 Installation of BOISE engineered wood Total Neg. Defl. U-18,337 (-0.003") 1.3% 16 1 products must be in accordance with Max Defl. 0.016" 1.6% 16 2 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 7.4 n/a 2 or ask questions,please call (800)232-0788 before installation. Notes BC CALCO,BC FRAMER@,AJS- Design meets Code minimum (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Minimum bearing length for BO is 3-3/4". PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 3". trademarks of Boise Cascade Wood Minimum bearing length for 62 is 1-1/2". Products L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + 1/2 intermediate bearing Fastener Manufacturer:, Simpson Strong-Tie, Inc. Page 1 of.2 Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...IDR20 BBCCJCALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR20 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for c particular application.Output here based on building code-accepted design properties and analysis methods. 0 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2%=4-7/16" (800)232-0788 before installation. b minimum =4" d= 12" e minimum = 1" BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD-,BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMT"' SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND®,VERSA-STUD®are each side. trademarks of Boise Cascade Wood Install screws from both sides, staggering screws by%z of the spacing to avoid splitting. Products L.L.C. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: SDW22634 Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR21 BC CALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR21 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 5 3.., m.l. i 11-00-12 16-09-04 BO, 3-1/2" B1,7" B2,3-1/2" LL 1,201 Ibs LL 9,859 Ibs LL 452 Ibs DL 572 Ibs DL 5,286 Ibs DL 192 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 : Standard Load Unf.Area(psf) L 00-00-00 27-10-00 40 10 01-04-00 2 DR18 Conc. Pt. (Ibs) L 00-00-00 00-00-00 928 469 n/a 3 wall Unf. Lin. (plo L 05-06-12 14-00-12 0 60 n/a 4. DR15 Conc. Pt. (Ibs) L 11-00-12 11-00-12 8,201 4,125 n/a 5 Conc. Pt. (Ibs) L 13-11-00 13-11-00 694 249 n/a Controls Summary Value. %Allowable Duration Case Span Disclosure Pos. Moment 2,500 ft-Ibs 11.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -3,639 ft-Ibs 17.1% 100% 1 1 - Right be verified by anyone who would rely on End Shear -543 Ibs 6.9% 100% 16 2- Right output as evidence of suitability for Cont. Shear 1,635 Ibs 20.7% 100% 1 2- Left particular application.Output here based' on building code-accepted design Total Load Defl. U1,645(0.121") 14.6% 16 2 properties and analysis methods. Live Load Defl. U2,236(0.089") 16.1% 16 2 Installation of BOISE engineered wood Total Neg. Defl. U-4,800 (4027") 5.0% 16 1 products must be in accordance with Max Defl. 0.121" 12.1% 16 2 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 16.7 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing.SupportS Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJS- BO Post 3-1/2"x 3-1/2" 1,773 Ibs n/a 19.3 Unspecified ALLJOISTO,BC RIM BOARDTM BC /o IG, ° p BOISE GLULAMTSIMPLE FRAMING B1 Beam 7"x 3-1/2" 15,145 Ibs 82.4% 82.4% Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 644 Ibs n/a 7.0% Unspecified PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR21 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR21 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d— Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C= 7-7/8" (800)232-0788 before installation. b minimum =3" d = 12" BC CALCO,BC FRAMER®,AJS- Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD-,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Concentrated loads are not considered in side load analysis. VERSA-STRAND@,VERSA-STUD®are Connectors are: 16d Common Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR22 BC CALC@ 3.0 Design Report- US Service class 112 spans I Left cantilever 1 0/12 slope Wednesday, May 09, 2012 uild_517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR22 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Iz i 77 3 I i j t,. 02-00-00 06-00-00 B1,8" B2 LL 474 Ibs LL 353 Ibs DL 414 Ibs DL 86 Ibs SL 94 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 02-00-00 40 10 01-04-00 2 wall Unf. Lin. (plf) L 00-00-00 02-00-00 0 80 n/a 3 roof Unf. Area (psf) L 00-00-00 02-00-00 15 30 01-04-00 4 .floor Unf. Area (psf) L 02-00-00 08-00-00 40 10 03-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 564 ft-Ibs 2.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -437 ft-Ibs 1.8% 115% 13 1 - Right be verified by anyone who would rely on End Shear -257 Ibs 3.3% 100% 16 2- Right output as evidence of suitability for Cont. Shear 317 Ibs 4.0% 100% 1 2- Left Particular application.Output here based on building code-accepted design Total Load Defl. U20,989 (0.003") 1.1% 16 2 properties and analysis methods. Live Load Defl. U22,441 (0.003") 1.6% 16 2 Installation of BOISE engineered wood Total Neg. Defl. 2xU-19,312(-0.002") 0.9% 16 1 -Cantilever products must be in accordance with Max Defl. 0.003" 0.3% 16 2 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 5.9 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member. Material BC CALC®,BC FRAMER@,AJ8T"' B /o 1 Wall/Plate 8"x 3-1/2" 982 Ibs n/a 4.7 Unspecified ALLJOIST®,BCTRIM BOARD- BCI®, ° P BOISE GLULAM SIMPLE FRAMING 62 ` Hanger Load 3"x 3-1/2" 439 Ibs n/a 5.6% HHUS410 SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM@, Cautions VERSA-STRAND®,VERSA-STUD®are Hanger loading has not been validated for bearing 62. Verification that hanger will support trademarks of Boise Cascade Wood 9 9 9 9 PP Products L.L.C. the applied loads still needs to be performed. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at B2 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 . SID. Hanger Manufacturer: Simpson Strong=Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\1 st Floor\DR22 BC CALCO 3.0 Design Report- US Service class 112 spans I Left cantilever 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR22 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for rN particular application.Output here based on building code-accepted design c properties and analysis methods. lInstallation of BOISE engineered wood .1 • products must be in accordance with t current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum =3" d= 12" BC CALCS,BC FRAMER®,AJS-, Member has no side loads. ALLJOISTS,BC RIM BOARD TM,BCIS, Connectors are: 16d Common Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUst Floor1DR23 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR23 Address: 116 Elliot Rd Specifier: be 'City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 4 �s 16-10-04 B01 1-3/4" B1,5-1/4" LL 1,078 Ibs LL 1,092 Ibs DL 364 Ibs DL 371 Ibs Total Horizontal Product Length= 16-10-04 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 16-10-04 40 10 01-04-00 2 floor Unf.Area(psf) L 05-11-00 10-07-08 40 10 03-00-00 3 DR22 Conc. Pt. (Ibs) L 05-11-00 05-11-00 353 86 n/a 4 DR22 Conc. Pt. (Ibs) L 10-07-08 10-07-08 353 86 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,678 ft-Ibs 36.1% 100% 1 1 - internal Completeness and accuracy of input must End Shear 1,353 Ibs 17.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U535 (0.367") 44.8% 1 1 output as evidence of suitability for Live Load Defl. U705 0.279" particular application.Output here based ( ) 51.0% 1 1 on building code-accepted design Max Defl. 0.367" 36.7% 1 1 properties and analysis methods. Span/Depth 16.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin Su building codes.To obtain Installation Guide g pportS Dim.(L x W) Value Support Member Material or ask questions,please call BO Beam 1-3/4"x 3-1/2" 1,442 Ibs 31.4% 31.4% Versa-Lam 2.0 (800)232-0788 before installation. B1 Beam 5-1/4"x 3-1/2" 1,463 Ibs 10.6% 10.6% Versa-Lam 2.0 BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Connection,Diagram -b d a • T• •: c a minimum=2" c=7-7/8" b minimum = Y d= 12" Connection design assumes point load is`top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 WBoiseCascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...XDR24 BC CALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR24 Address: 116 Elliot Rd Specifier: 'be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 6 �7 I I I I I I 4 I I I ( 5 I 1 1 ( 12 ,. is . ... ta Ak 09-04-00 Ak 08-11-00 B0 B1 B2 LL 4,087 Ibs LL 15,650 Ibs LL 14,598 Ibs DL 1,095 Ibs DL 5,153 Ibs DL 6,558 Ibs Total of Horizontal Design Spans=18-03-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 05-08-00 40 10 08-06-00 2 Floor Unf.Area (psf) L 05-08-00 18-03-00 40 10 14-00-00 3 DR23 Conc. Pt. (Ibs) L 05-08-00 05-08-00 1,078 364 n/a 4 wall Unf. Lin. (plf) L 00-00-00 13-11-08 0 60 n/a 5 2nd floor Unf.Area (psf) L 00-00-00 13-11-08 40 10 14-00-00 6 DR14 Conc. Pt. (Ibs) L 13-09-12 13-09-12 4,969 1,686 n/a 7 DR21 Conc. Pt. (Ibs) R 00-00-00 00-00-00 9,873 5,294 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 19,405 ft-Ibs 45.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -19,778 ft-Ibs 46.5% 100% 1 1 -Right be verified by anyone who would rely on End Shear -5,221 Ibs 33.1% 100% 16 2- Right output as evidence of suitability for Cont. Shear 9,674 Ibs 61.3% 100% 1 2- Left particular application.Output here based on building code-accepted design Total Load Defl. U966 (0.111") 24.9% 16 2 properties and analysis methods. Live Load Defl. U1,182 (0.091") 30.5% 16 2 Installation of BOISE engineered wood Total Neg. Defl. U-3,321 (4034") 7.2% 16 1 products must be in accordance with Max Defl. 0.111" 11.1% 16 2 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 9.4 n/a 1 or ask questions,please call (800)232-0788 before installation. Notes BC CALC®,BC FRAMER®,AJSTM, Design meets Code minimum (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD TM BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Minimum bearing length for B1 is 3-15/16". trademarks of Boise Cascade Wood Minimum bearing length for B2 is 4". Products L.L.C. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Fastener Manufacturer: Simpson Strong-Tie, Inc. Pagel of 2 ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml...XDR24 BC CALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR24 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must �i be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2%=4-7/16" (800)232-0788 before installation. b minimum =4" d = 12" e minimum = 1" BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAM- SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND®,VERSA-STUD®are each side. trademarks of Boise Cascade Wood Install screws from both sides, staggering screws by of the spacing to avoid splitting. Products L.L.C. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: SDW22634 Page 2 of 2 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR25 BC CALC®3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR25 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 6 1 2 ! I i I l l l l 3 I I r 06-07-00 BO,3-1/2" B1,3-1/2" LL 3,141 Ibs LL 2,428 Ibs DL 2,142 Ibs DL 1,900 Ibs SL 1,383 Ibs SL 1,383 Ibs Total Horizontal Product Length=06-07-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% ' 125% 1 Standard Load Unf.Area (psf) L 00-00-00 06-07-00 40 10 08-06-00 2 wall Unf. Lin. (plf) L 00-00-00 06-07-00 0 80 n/a 3 2nd fl Unf.Area (psf) L 00-00-00 06-07-00 40 10 08-06-00 4 wall Unf. Lin. (plf) L 00-00-00 06-07-00 0 80 n/a 5 roof Unf. Area (psf) L 00-00-00 06-07-00 15 30 14-00-00 6 DR23 Conc. Pt. (Ibs) L 01-03-08 01-03-08 1,092 371 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,570 ft-Ibs 23.4% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 4,542 Ibs 33.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U1,839 (0.04") 13.0% 2 1 output as evidence of suitability for Live Load Defl. U2,736 (0.027") 13.2% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.04" 4.0% 2 1 properties and analysis methods. Span/Depth 6.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin Su building codes.To obtain Installation Guide g pports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 6,665 Ibs n/a 48.4% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 5-1/4" 5,710 Ibs n/a 41.4% Unspecified BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary.(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\DR25 BC CALC®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 1st Floor\DR25 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=6-7/8" (800)232-0788 before installation. b minimum = 3" d =24" e minimum = 3" BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARDTM,BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAM- SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Nailing schedule applies to both sides of the member. VERSA-STRAND®,VERSA-STUD®are Member has no side loads. trademarks of Boise Cascade Wood Concentrated loads are not considered in side load analysis. Products L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR10 BC CALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR10 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: . ¢,.r . 04-10-00 07-07-00 BO B1,3-1/2" B2,4-1/2" LL 1,279 lbs LL 4,341 lbs LL 1,900 lbs DL 215 lbs DL 1,176 lbs DL 493 lbs UP 271 lbs Total Horizontal Product Length= 12-05-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 12-05-00 40 10 14-00-00 Controls Summary Value %,Allowable Duration Case Span Disclosure Pos. Moment 3,310 ft-lbs 15.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -3,618 ft-lbs 17.0% 100% 1 1 -Right be verified by anyone who would rely on End Shear -1,422 lbs 18.0% 100% 16 2-Right output as evidence of suitability for 0 o particular application.Output here based Cont. Shear 2,277 lbs 28.8/0 100/0 1 2-Left on building code-accepted design Uplift 271 lbs n/a 16 1 -Left properties and analysis methods. Total.Load Defl. U3,079 (0.028") 7.8% 16 2 Installation of BOISE engineered wood Live Load Defl. U3,793 (0.023") 9.5% 16 2 products must be in accordance with . Total Neg. Defl. U-9,527 (-0.006") 2.5% 16 1 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.028" 2.8% 16 2 or ask questions,please call Span/Depth 7.3 n/a 2 (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARD- BCIO, BOISE GLULAMT"° SIMPLE FRAMING BO Hanger Load 3"x 3-1/2" 1,494 lbs n/a 19.0% HHUS410 SYSTEM®,VERSA-lAM®,VERSA-RIM BO Hanger Uplift 3"x 3-1/2" 271 lbs n/a 19.0% HHUS410 PLUS®,VERSA-RIM®, 131 Post 3-1/2"x 3-1/2" 5,517 lbs n/a 60.0% Unspecified VERSA-STRAND®,VERSA-STUD®are B2 Wall/Plate 4-1/2"x 3-1/2" 2,393 lbs n/a 20.3% Unspecified trademarks of Boise Cascade Wood p Products L.L.C. Cautions Uplift of 271 lbs found at span 1 - Left. Hanger BO cannot handle uplift of-271 lbs. Hanger loading has not been validated for bearing BO. Verification that hanger will support the applied loads still needs to be performed. Notes Design meets Code.minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor1DR10 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR10 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must t be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods: Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALCO,BC FRAMER@,AJSTM, Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCIO, Connectors are: 16d Common Nails BOISE GLULAMTM'SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 I®Bolse cascade. Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor1DR11 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR11 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 x 71 H a 2, 06-07-08 BO B1 LL 928 Ibs LL 928 Ibs DL 469 Ibs DL 469 Ibs Total Horizontal Product Length=06-07-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 06-07-08 40 10 07-00-00 2 wall Unf. Lin. (plf) L 00-00-00 06-07-08 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,059 ft-Ibs 9.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 874 Ibs 11.1% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U5,060(0.015") 4.7% 1 1 output as evidence of suitability for o particular application.Output here based Live Load Defl. U7,621 (0.01 ) 4.7/0 1 1 on building code-accepted design Max Defl. 0.015" 1.5% 1 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Hanger Load 3"x 3-1/2" 1,397 Ibs n/a 17.7% HHUS410 (800)232-0788 before installation. B1 Hanger Load 3"x 3-1/2" 1,397 Ibs n/a 17.7% HHUS410 BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD- BCIO, CBUtIOnS. BOISE GLULAMT"" SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEMS,VERSA-LAMS,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIMO, Hanger loading has not been validated for bearing B1. Verification that hanger will support VERSA-STRANDO,VERSA-STUDS are the applied loads still needs to be performed. trademarks of Boise Cascade wood Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. .Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 S P. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 �Bolse Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd FlooADR11 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR11 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram. Disclosure b" d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum= 3" d = 12" BC CALCO,BC FRAMER®,AJS-, Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCIO, Connectors are: 16d Common Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS® VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2nd Floor\DR12 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR12 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: ' - v NK � . o6-07-os BO B1 LL 1,480 Ibs LL 1,480 Ibs DL 607 Ibs DL 607 Ibs Total Horizontal Product Length=06-07-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 06-07-08 40 10 11-02-00 2 wall Unf. Lin. (plf) L 00-00-00 06-07-08 0 60 n/a Controls Summary. Value %Allowable Duration Case Span Disclosure Pos. Moment 3,076 ft-Ibs 14.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,306 Ibs 16.5% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U3,387 (0.022") 7.1% 1 1 output as evidence of suitability for o particular application.Output here based Live Load Defl. U4,777 (0.016 ) 7.5/0 1 1 on building code-accepted design Max Defl. 0.022" 2.2% 1 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin SU building codes.To obtain Installation Guide g pports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger Load 3"x 3-1/2" 2,087 Ibs n/a 26.5% HHUS410 (800)232-0788 before installation. . B1 Hanger Load 3"x 3-1/2" 2,087 Ibs n/a 26.5% HHUS410 BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOIST®,BC RIM BOARD- BCI0, BOISE GLULAMTTM SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEM@,VERSA-LAM@,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIM®, Hanger loading has not been validated for bearing B1. Verification that hanger will support VERSA-STRAND@,VERSA-STUD®are the applied loads still needs to be performed. trademarks of Boise Cascade wood Products L.L.C. Notes Design:meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR12 BC CALC®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR12 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b ► —d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum = 2" c=7-7/8" (800)232-0788 before installation. b minimum= 3" d = 12" BC CALC®,BC FRAMER®,AjSTM, Member has no side loads. ALLJOIST@,BC RIM BOARD-,BCI@, Connectors are: 16d Common Nails BOISE GLULAMTA°,SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR13 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR13 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: s 4 3 .. x 13-11-00 13-11-00 BO,3-1/2" B1,5-1/4" B2,3-1/2" LL 810 Ibs LL 8,749 Ibs LL 332 Ibs DL 441 Ibs DL 4,773 Ibs DL 431 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow. Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 27-10-00 40 10 01-04-00 2- DR11 Conc. Pt. (Ibs) L 05-08-08 05-08-08 928 469 n/a 3 DR12 Conc. Pt. (Ibs) L 13-11-00 13-11-00 1,480 607 n/a 4 DR10 Conc. Pt. (Ibs) L 13-11-00 13-11-00 1,279 215 n/a 5 DR8 Conc. Pt. (Ibs) L 13-11-00 13-11-00 4,550 2,321 n/a 6 wall Unf. Lin. (plf) L 05-06-12 27-10-00 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,579 ft-Ibs 26.2% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -4,651 ft-Ibs 21.9% 100% 18 2-Left be verified by anyone who would rely on End Shear 1,151 Ibs 14.6% 100% 14 1 -Left output as evidence of suitability for 0 o particular application.Output here based Cont. Shear 1,616 Ibs 20.5/0 100/0 1 1 -Right on building code-accepted design Total Load Defl. U1,177(0.14") 20.4% 14 1 properties and analysis methods. Live Load Defl. U1,785(0.092") 20.2% 14 1 Installation of BOISE engineered wood Total Neg. Defl. U-6,846 (-0.024") 3.5% 14 2 products must be in accordance with Max Defl. 0.14" 14.0% 14 1 current Installation Guide and applicable building codes.To obtain Installation Guide Span/Depth 13.8 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER®,AJS-, BO Post 3-1/2"x 3-1/2" 1,251 Ibs n/a 13.6/o Unsp ecified ALLJOISTO,BCTRIM BOARD- BCIO, o BOISE GLULAM SIMPLE FRAMING B1 Post 5-1/4"x 3-1/2" 13,522 Ibs 24.5% 98.1% Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM .62 Post 3-1/2"x 3-1/2" 763 lbs n/a 8.3% Unspecified PLUS®,VERSA-RIMO, VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets`Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR13 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR13 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d=24" BC CALCO,BC FRAMER®,AJSTM Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDM,BCIO, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT^^ SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUD®are Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnd Floor\DR14 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR14 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 I i ( 1 04-03-08 BO, 3-1/2" B1 LL 4,969 Ibs LL 1,190 Ibs DL 1,686 Ibs DL 322 Ibs Total Horizontal Product Length=04-03-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 04-03-08 40 10 14-00-00 ;2 DR3 Conc. Pt. (Ibs) L 00-00-00 00-00-00 2,907 1,050 n/a 3 DR4 Conc. Pt. (Ibs) L 00-00-00 00-00-00 849 307 n/a Controls Summary Value %Allowable Duration Case Span Disclosure .Pos. Moment 1,336 ft-Ibs 6.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 630 Ibs 8.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U12,581 (0.004") 1.9% 1 1 output as evidence of suitability for Live Load Defl. U15,989 . . particular application.Output here based 0003" ( ) 23% 1 1 on building code-accepted design Max Defl. 0.004" 0.4% 1 1 properties and analysis methods. Span/Depth 3.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 3-1/2"x 3-1/2" 6,655 Ibs n/a 72.4% Unspecified (800)232-0788 before installation. B1 Hanger Load 3"x 3-1/2" 1,512 Ibs n/a 19.2% HHUS410 BC CALC®,BC FRAMER@,AJST"", ALLJOIST@,BC RIM BOARDTM BCI@, Cautions BOISE GLULAMM SIMPLE FRAMING Hanger loading has not been validated for bearing B1. Verification that hanger will support SYSTEM@,VERSA-LAM@,VERSA-RIM the applied loads still needs to be performed. PLUS@,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD@ are Notes trademarks of Boise Cascade Wood Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR14 BC CALC®3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR14 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is`top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD-,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"^ SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Concentrated loads are not considered In side load analysis. VERSA-STRAND®,VERSA-STUD®are Connectors are: 16d Common Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor1DR15 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR15 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: a 3 5 f: Y x_ y. 11-00-12 16-09-04 BO,3-1/2" B1,5-1/4" B2,3-1/2" LL 662 Ibs LL 8,201 Ibs LL 525 Ibs DL 257 Ibs DL 4,125 Ibs DL 203 Ibs UP 23 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 27-10-00 40 10 01-04-00 2 . DR11 Conc. Pt. (Ibs) L 05-08-08 05-08-08 928 469 n/a 3 DR14 Conc. Pt. (Ibs) L 11-00-12 11-00-12 1,190 322 n/a 4 DR9 Conc. Pt. (Ibs) L 11-00-12 11-00-12 3,962 1,980 n/a 5 DR12 Conc. Pt. (Ibs) L 13-11-00 13-11-00 1,480 607 n/a 6 wall Unf. Lin. (plf) L 05-06-12 14-00-12 0 60 n/a Controls Summary Value %Allowable Duration_ Case Span. Disclosure Pos. Moment 3,760 ft-Ibs 17.7% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -6,258 ft-Ibs 29.4% 100% 1 1 - Right be verified by anyone who would rely on End Shear 819 Ibs 10.4% 100% 14 1 - Left output as evidence of suitability for 0 o particular application.Output here based Cont. Shear 2,750 Ibs 34.8/0 100/0 1 2- Left on building code-accepted design Uplift 23 Ibs n/a 16 1 - Left properties and analysis methods. Total Load Defl. U1,249 (0.159") 19.2% 16 2 Installation of BOISE engineered wood Live Load Defl. U1,615 (0.123") 22.3% 16 2 products must be in accordance with Total Neg..Defl. U-4,064(-0.032") 5.9% 16 1 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.159" 15.9% 16 2 or ask questions,please call Span/Depth 16.7 n/a 2 (800)232-0788 before installation. /o 0 Allow o/o Allow BC CALCO,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARD- BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM' SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 919 Ibs n/a 10.0% Unspecified SYSTEMO,VERSA-LAMS,VERSA-RIM 61 Post 5-1/4"x 3-1/2" 12,326 Ibs 22.4% 89.4% Versa-Lam 1.7 PLUSO,VERSA-RIM@, B2 Post 3-1/2"x 3-1/2" 728 Ibs n/a 7.9% Unspecified VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2nd Floor\DR15 BC CALL®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR15 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for c particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood a products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 3-15/16" (800)232-0788 before installation. b minimum = 3" d= 12" BC CALCO,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDTM,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT^^ SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUD®are Connectors are: 16d Common Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Single 11-7/8" AJS® 20 MSR JoistUnd Floor\DR16 BC CALCO 3.0 Design Report- US Service class 112 spans l No cantilevers l 0/12 slope Wednesday, May 09, 2012 Build 517 16 OCS I Repetitive I Glued &nailed construction File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR16 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1144 Misc: 11-00-10 16-09-02 BO,4-3/8" B1,3-1/2" B2,4-3/8" LL 274 Ibs LL 940 Ibs LL 389 Ibs DL 43 Ibs DL 235 Ibs DL 93 Ibs UP 58 Ibs Total Horizontal Product Length=27-09-12 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 27-09-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,594 ft-Ibs 36.2% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1,746 ft-Ibs 39.7% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 481 Ibs 39.6% 100% 16 2- Right output as evidence of suitability for Int. Reaction 1,175 Ibs 49:2% 100% 1 2- Left particular application.Output here based on building code-accepted design End Shear -457 Ibs 30.7% 100% 16 2- Right g properties and analysis methods. Cont. Shear 645 Ibs 43.3% 100% 1 2-Left Installation of BOISE engineered wood Uplift 58 Ibs n/a 16 1 -Left products must be in accordance with o current Installation Guide and applicable Total Load Defl. U1,176 (0.168 ) 20.4/0 16 2 building codes.To obtain Installation Guide Live Load Defl. U1,428 (0.138") 33.6% 16 2 or ask questions,please call Total Neg. Defl. U-3,599 (-0.036") 6.7% 16 1 (800)232-0788 before installation. Max Defl. 0.168" 16.8% 16 2 BC CALCO,BC FRAMER@,AJS- Span/Depth 16.6 n/a 2 ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAMTM,SIMPLE FRAMING %Allow %Allow SYSTEM@,VERSA-LAM@,VERSA-RIM Bearing Supports Dim.(L x W) Value Support Member Material PLUS@,VERSA-RIM@, BO Wall/Plate 4-3/8"x 2-1/2" 318 Ibs n/a n/a Unspecified VERSA-STRAND@,VERSA-STUD®are B1 Wall/Plate 3-1/2"x 2-1/2" 1,175 Ibs n/a n/a Unspecified trademarks of Boise Cascade Wood p Products L.L.C. B2 Wall/Plate 4-3/8"x 2-1/2" 481 Ibs n/a n/a Unspecified Cautions Uplift of 58 Ibs found at span 1 - Left. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Corriposite'El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ASN Boise Cascade Single 11-7/8" AJS® 20 MSR Joistl2nd Floor\DR17 BC CALCO 3.0 Design Report- US Service class 111 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 16 OCS I Repetitive I Glued& nailed construction File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: 2nd Floor\DR17 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1144 Misc: 16-07-06 BO B 1,4-3/8" LL 438 Ibs LL 448 Ibs DL 109 Ibs DL 112 Ibs Total Horizontal Product Length=16-07-06 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 16-07-06 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment. 2,189 ft-lbs 49.8% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 547 Ibs 53.6% 100% 1 1 -Left be verified by anyone who would rely on End Shear 536 Ibs 36.0% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U775(0.251") 31.0% 1 1 particular application.Output here based on building code-accepted design Live Load Defl. U968(0.201") 49.6% 1 1 properties and analysis methods. Max Defl. 0.251" 25.1% 1 1 Installation of BOISE engineered wood Span/Depth 16.4 n/a 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Hanger Load 2"x 2-1/2" 547 Ibs 46.2% n/a IUS2.56/11.88 B1 Wall/Plate 4-3/8"x 2-1/2" 560 Ibs n/a n/a Unspecified BC CALCO,BC FRAM ER®,AJSTM' ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Notes'. SYSTEM@,VERSA-LAME),VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS®,VERSA-RIM@, Design meets User specified (U480) Live load deflection criteria. VERSA-STRANDS,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade wood Products L.L.C. Header for the hanger IUS2.56/11.88 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger IUS2.56/11.88 requires (10) 10d face nails, (2) Strong-Grip joist nails. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 L ®Boise Cascade Single 11-7/8" AJS® 20 MSR JoistlAttic1DR2 BC CALCO 3.0 Design Report- US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 16 OCS I Repetitive I Glued&nailed construction File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR2 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1144 Misc: i I I I I 41 = , a: L... _w 16-07-06 BO B 1,4-3/8" LL 328 Ibs LL 336 Ibs DL 109 Ibs DL 112 Ibs Total Horizontal Product Length=16-07-06 Live Dead Snow Wind Roof Live OCS Load Summary 'rag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 , Standard Load Unf:Area (psf) L 00-00-00 16-07-06 30 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,751 ft-Ibs 39.8% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 438 Ibs 42.9% 100% 1 1 - Left be verified by anyone who would rely on End Shear 429 Ibs 28.8% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U968 (0.201") 24.8% 1 1 particular application.Output here based on building code-accepted design Live Load Defl. U1,291 (0.151") 37.2% 1 1 properties and analysis methods. Max Defl. 0.201" 20.1% 1 1 Installation of BOISE engineered wood Span/Depth 16.4 n/a 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Hanger Load 2"x 2-1/2" 438 Ibs 36.9% n/a IUS2.56/11.88 131 Wall/Plate 4-3/8"x 2-1/2" 448 Ibs n/a n/a Unspecified BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAMT"' SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@,VERSA-RIM&, Design meets User specified (U480) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise cascade wood Products L.L.C. Header for the hanger IUS2.56/11.88 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger IUS2.56/11.88 requires (10) 1Od face nails, (2) Strong-Grip joist nails. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Double 1-3/4It x 11-7/811 VERSA-LAM® 2.0 3100 SP Floor BeamXAtticlDR3 BC CALC®3.0 Design Report-US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR3 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 b. . 6 i ^ 14-00-12 BO,4-3/8" B 1, 1-3/4" LL 2,999 Ibs LL 2,907 Ibs DL 1,083 Ibs DL 1,050 Ibs Total Horizontal Product Length= 14-00-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 00% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 14-00-12 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,368 ft-Ibs 62.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3,308 Ibs 41.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U356 (0.461") 67.4% 1 1 output as evidence of suitability for Live Load Defl. U485 (0.339") 74.3/a 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.461" 46.1% 1 1 properties and analysis methods. Span/Depth 13.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Beam 4-3/8"x 3-1/2" 4,082 Ibs 35.5% 35.5% Versa-Lam 2.0 (800)232-0788 before installation. B1 Post 1-3/4"x 3-1/2" 3,957 Ibs n/a 86.1% Unspecified BC CALC®,BC FRAMER®,AJST^', Notes ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Connection Diagram ►1 b d a c a minimum=2" c= 7-7/8" b minimum = 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlAttickDR4 BC CALC®3.0 Design Report- US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR4 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: I 11 Ti 1 1 I s s .. g r 04-01-12 BO, 1-3/4" B1 ILL 849 Ibs LL 893 Ibs DL 307 Ibs DL 322 Ibs Total Horizontal Product Length=04-01-12 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 04-01-12 30 10 14-00-00 Controls Summary Value %,Allowable Duration Case. Span Disclosure Pos. Moment 1,073 ft-Ibs 5.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 506 Ibs 6.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U15,661 (0.003") 1.5% 1 1 output as evidence of suitability for o particular application.Output here based Live Load Defl. U21,318 (0.002") 1.7/0 1 1 on building code-accepted design Max Defl. 0.003" 0.3% 1 1 properties and analysis methods. Span/Depth 3.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 1-3/4"x 3-1/2" 1,155 Ibs n/a 25.1% Unspecified (800)232-0788 before installation. B1 Hanger Load 3"x 3-1/2" 1,215 Ibs n/a 15.4% HHUS410 BC CALC®,BC FRAMER@,AJSM, ALLJOIST®,BC RIM BOARD- BCI®, Cautions BOISE GLULAMT"' SIMPLE FRAMING Hanger loading has not been validated for bearing B1. Verification that hanger will support SYSTEM®,VERSA-LAM®,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade Wood Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc: Connection Diagram Ib d a c a minimum=2" c= 7-7/8". b minimum = 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\Attic\DR5 BC CALC®3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR5 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: r t 12-05-00 BO B1,4-3/8" LL 2,583 Ibs LL 2,632 Ibs DL 933 Ibs DL 951 Ibs Total Horizontal Product Length= 12-05-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 12-05-00 30 10 14-00-00 Controls Summary Value %Allowable. Duration _ Case Span Disclosure Pos. Moment 10,166 ft-Ibs 47.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,808 Ibs 35.6% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U537(0.266") 44.7% 1 1 output as evidence of suitability for Live Load Defl. U731 (0.196") 49.2% 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.266" 26.6% 1 1 properties and analysis methods. Span/Depth 12.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Hanger Load 3"x 3-1/2 3,517 Ibs n/a 44.7% HHUS410 (800)232-0788 before installation. B1 Beam 4-3/8"x 3-1/2" 3,582 Ibs 31.2%_ 31.2% Versa-Lam 2.0 BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD TM BCI®, Cautions BOISE GLULAMT"' SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEM®,VERSA-LAM®,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade Wood Products L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inca Connection Diagram. #b d a c a minimum =2" c=7-7/8" b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\AtticlDR6 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR6 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 W_4 .� 06-07-08 BO B1 LL 298 Ibs LL 298 Ibs DL 271 Ibs DL 271 Ibs Total Horizontal Product Length=06-07-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 06-07-08 30 10 03-00-00 2 wall Unf. Lin. (plf) L 00-00-00 06-07-08 0 40 n/a Controls.Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 838 ft-Ibs 3.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 356 Ibs 4.5% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U12,428 (0.006") 1.9% 1 1 output as evidence of suitability for L 0.003" 1 particular application.Output here based Live Load Defl. U23,710 ( ) 1.5% 1 on building code-accepted design Max Defl. 0.006" 0.6% 1 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Hanger Load 3"x 3-1/2" 569 Ibs n/a 7.2% HHUS410 (800)232-0788 before installation. B1 Hanger Load 3"x 3-1/2" 569 Ibs n/a 7.2% HHUS410 BC CALCO,BC FRAMER@,AJS TM, Cautions ALLJOISTS,BC RIM BOARD TM BCI®, BOISE GLULAMTm SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEM®,VERSA-LAM@,VERSA-RIM the applied loads still needs to be performed. PLUS@,VERSA-RIM@, Hanger loading has not been validated for bearing B1. Verification that hanger will support VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood the applied loads still needs to be performed. Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100. SP. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamLAtticlDR6 BC CALC®3.0 Design Report- US Service class 1 1 1 span I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR6 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and be verifiedaccuracy by anyo ewho would re ut must rely on a a output as evidence of suitability for • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALC®,BC FRAMER®,AJS- Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCI®, Connectors are: 16d Common Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ASN Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlAttic\DR7 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description: Attic\DR7 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Ka l 06-07-06 BO B1 ILL 826 Ibs LL 1,118 Ibs DL 303 Ibs DL 376 Ibs Total Horizontal Product Length=06-07-08 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115"/6 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 06-07-08 30 10 07-00-00 2 stairs Unf.Area(psf) L 03-03-12 06-07-08 40 10 04-02-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,959 ft-Ibs 9.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -874 Ibs 11.1% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U5,387 (0.014") 4.5% 1 1 output as evidence of suitability for Live Load Defl. U7,270 0.01" 5.0% particular application.Output here based ( ) 1 1 on building code-accepted design Max Defl. 0.014" 1.4% 1 1 properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Hanger Load 3"x 3-1/2" 1,129 Ibs n/a 14.3% HHUS410 (800)232-0788 before installation. 61 Hanger Load 3"x 3-1/2" 1,494 Ibs n/a 19.0% HHUS410 BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMT" SIMPLE FRAMING Hanger loading has not been validated for bearing BO. Verification that hanger will support SYSTEM®,VERSA-LAM®,VERSA-RIM the applied loads still needs to be performed. PLUS®,VERSA-RIM®, Hanger loading has not been validated for bearing B1. Verification that hanger will support VERSA-STRAND®,VERSA-STUD®are the applied loads still needs to be performed. trademarks of Boise Cascade Wood pp p Products L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Header for the hanger HHUS410 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP. Header for the hanger HHUS410 at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SID. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\Attic\DR7 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR7 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b -d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 7-7/8" (800)232-0788 before installation. b minimum= 3" d=24" BC CALCO,BC FRAMER®,AJSTM, Member has no side loads. ALLJOISTO,BC RIM BOARD-,BCIO, Connectors are: 16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eamlAtticlDR8 BC CALC®3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR8 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products . Code reports: ESR-1040 Misc: a 3 1. 5 1 I C. 13-11-00 13-11-00 130,4-3/8" B1,3-1/2" B2,4-1/2" LL 405 Ibs LL 4,550 Ibs LL 251 Ibs DL 393 Ibs DL 2,321 Ibs DL 76 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 27-10-00 30 10 01-04-00 2 Dr6 Conc. Pt. (Ibs) L 05-08-08 05-08-08 298 271 n/a 3 DR7 Conc. Pt. (Ibs) L 13-11-00 13-11-00 1,118 376 n/a 4 ` DR5 Conc. Pt. (Ibs) L 13-11-00 13-11-00 2,583 933 n/a 5 Wall Unf. Lin. (plf) L 05-06-12 14-01-04 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,256 ft-Ibs 15.3% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2,657 ft-Ibs 12.5% 100% 1 1 -Right be verified by anyone who would rely on End Shear 710 Ibs 9.0% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 1,069 Ibs 13.5% 100% 1 1 -Ri ht particular application.Output here based 9 on building code-accepted design Total Load Defl. U1,832(0.089") 13.1% 14 1 properties and analysis methods. Live Load Defl. U3,920 (0.042") 9.2% 14 1 Installation of BOISE engineered wood Total Neg. Defl. U-5,975 (-0.027") 4.0% 14 2 products must be in accordance with ° current Installation Guide and applicable Max Defl. 0.089" 8.9/0 14 1 building codes.To obtain Installation Guide Span/Depth 13.7 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM' BO Beam 4-3/8"x 3-1/2" 798 Ibs 6.9/0 6.9 Versa-Lam 2.0 ALLJOISTO,BC TRIM BOARDT"^ BCI®, 0 0 /o BOISE GLULAM SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" 6,870 Ibs n/a 74.8% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 4-1/2"x 3-1/2" 326 Ibs n/a 2.8% Unspecified PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes, trademarks of Boise Cascade Wood Design meets Code minimum (U240)Total load deflection criteria. Products L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\Attic\DR8 BC CALC®3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR8 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for r particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d=24" BC CALC®,BC FRAMER®,AJST4, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARDTM,BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM^ SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIME), Concentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUD®are Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eamXAtticlDR9 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR9 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 4 75 �. n ,A 11-00-12 16-09-04 BO,4-3/8" B1,3-1/2" B2,4-1/2" LL 332 Ibs LL 3,962 Ibs LL 492 Ibs DL 180 Ibs DL 1,980 Ibs DL 211 Ibs UP 153 Ibs Total Horizontal Product Length=27-10-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 27-10-00 30 10 01-04-00 2 DR6 Conc. Pt. (Ibs) L 05-08-08 05-08-08 298 271 n/a 3 DR4 Conc. Pt. (Ibs) L 11-00-12 11-00-12 893 322 n/a 4 DR7 Conc. Pt. (Ibs) L 13-11-00 13-11-00 2,120 569 n/a 5 wall Unf. Lin. (plf) L 05-06-12 14-01-04 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,579 ft-Ibs 16.8% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -5,999 ft-Ibs 28.2% 100% 1 1 Right be verified by anyone who would rely on End Shear -614 Ibs 7.8% 100% 16 2-Right output as evidence of suitability for Cont. Shear 3,146 Ibs 39.8% 100% 1 2- Left particular application.Output here based on building code-accepted design Uplift 153 Ibs n/a 16 1 - Left properties and analysis methods. Total Load Defl. U1,140 (0.173") 21.1% 16 2 Installation of BOISE engineered wood Live Load Defl. U1,468 (0.135") 24.5% 16 2 products must be in accordance with Total Neg. Defl. U-2,928 (-0.044") 8.2% 16 1 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.173" 17.3% 16 2 or ask questions,please call Span/Depth 16.6 n/a 2 (800)232-0788 before installation. /o 0 Allow o/o Allow BC CALCO,BC FRAMER®,AJST"" ALLJOISTS,BC RIM BOARDTM BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM SIMPLE FRAMING BO Beam 4-3/8"x 3-1/2" 512 Ibs 4.5% 4.5% Versa-Lam 2.0 SYSTEME),VERSA-LAME),VERSA-RIM B1 Post 3-1/2"x 3-1/2" 5,942 Ibs n/a 64.7% Unspecified PLUS®,VERSA-RIM®, B2 Post 4-1/2"x 3-1/2" 703 Ibs n/a 5.9% Unspecified VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Cautions Products L.L.C. Uplift of 153 Ibs found at span 1 - Left. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design nheets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlAtticlDR9 BC CALCO 3.0 Design Report- US Service class 112 spans I No cantilevers 1 0/12 slope Wednesday, May 09, 2012 Build 517 File Name: Needham Hinckley Residence Job Name: Needham/Hinckley Residence Description:Attic\DR9 Address: 116 Elliot Rd Specifier: be City, State, Zip: Centerville, Ma ' Designer: Customer: Sean Roycroft Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • products must be in accordance with current Installation Guide and applicable t building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d= 12" BC CALCO,BC FRAMER@,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOISTO,BC RIM BOARD TM,BCI@, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"^ SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIMO, Concentrated loads are not considered in side load analysis. VERSA-STRANDS,VERSA-STUD@ are Connectors are: 16d Common Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 M SARAH F.ALGER, P.C. ATTORNEYS AT LAW FIVE PARKER ROAD•POST OFFICE Box 449 OSTERVILLE,MASSACHUSETTS•02655 TELEPHONE:508-428-8594 FACSIMILE:508-420-3162 )OHN R.ALGER 1931-2007 SARAH F.ALGER TWO SOUTH WATER STREET sfa@sfapc.com NANTUCKET,MASSACHUSETTS•02554 TELEPHONE:508-228-1118 CHRISTINEA JENNESS April 6, 2012 FACSIMILE:508-228-8004 caj@sfapc.com Thomas Perry, CBO Building Commissioner Town of Barnstable. Building Division 200 Main Street Hyannis, MA 02601 RE: 21 Kay Avenue, Lot 2, Plan Book 597, Page 86, Centerville, Massachusetts (the "Locus") Dear Mr. Perry: The Locus is an undersized, vacant parcel of land that has the benefit of a Variance granted by -the Barnstable Zoning Board of Appeals on January 17, 2005, recorded with the Barnstable County Registry of Deeds in Book 19514, Page 105 (the "Variance"). -The plan showing the Locus was recorded on March 17, 2005 with the Barnstable County Registry of Deeds in Plan Book 597, Page 86. The Variance was exercised by the deeding of the Locus to the current owners, Matthew .Needham and Jennifer Hinckley, by deeds dated April 10, 2005, and June 2, 1005, recorded with the Barnstable County Registry of Deeds in Book-19729, Page 20, and Book 19901, Page 299, respectively. As a result, Lot 2 is a buildable lot in accordance with and subject to the restrictions set forth in the Variance with respect to number of bedrooms (3), the Title V septic system, and setback, footprint, and gross floor area limitations. If you have any questions or need anything further, please do not hesitate to call me. Sincerely, gek Bk 19729 PsP 25 Zr24858 I, AURELIA D. HINCKLEY, of Barnstable (Centerville), Barnstable County, — Massachusetts,-for_consideration_paid-and_in_consideration_of_One_and_0.0%1.0-0_($.1:.00)-- I� Dollar grant to MATTHEW NEEDHAM and JENNIFER HINCKLEY, husband and wife, as tenants by the entirety,of 102 Elliott Road; Barnstable (Centerville), Barnstable County, Massachusetts, with Quitclaim Covenants, a certain parcel of vacant land shown as Lot 2 on a plan entitled Plan of Land in Barnstable, MA Prepared for Aurelia D. Hinckley Scale 1"=30' Date: September 29, 2004. Revised<Date: ,October 15,,2004, recorded in Barnstable Registry of Deeds in Book 597 Page 86: Said lot is conveyed together with a right of way over Kay Avenue for all purposes including the installation of utilities and no right of way is granted over,the remaining land of the Grantor to and from Ellliot Road. For authorization for said transfer, see variance of the Town of Barnstable-m Appeal No. 2005 005 recorded in Barnstable Deeds in Book 19514 Page 105. For my title see deed recorded in Book 1385 page 1160 and see deed from Eleana M. Hinckley, Trustee recorded in Book Page C' WITNESS my hand and seal this fdy-day of 12005. N Aurelia D. Hinckley T COMMONWEALTH OF MASSACHUSETTS Barnstable,ss: , 2005: C On this 10 day of 4-1 2005, before me, the undersigned notary q public, personally appeared Aurelia D. Hinckle(, proved to me through satisfactory; evidence of identification, which was (QAt RA S l U.n/.1Sc� ,:to be the person whose name is signed on the preceding or attached document, and acknowledged to.me that she signed it voluntarily for its stated purpose: TARY PUB .` �. ON}y'F i�-,, r LAW OFFICES OF My Commission Expires: VIN - JOHNR.ALGER.PC. a w S PARKER ROAD ` m P.O.BOX 449 . . �• •:�� �.`n `� :'� ^ OSTERVILLE.MA 0265540449 BARNSTABLE REGISTRY OF DEEDS I, AURELIA D. HINCKLEY, of Barnstable (Centerville), Barnstable County, Massachusetts, for consideration paid and in consideration of One and 00/100 ($1.00) Dollar grant to MATTHEW NEEDHAM and JENNIFER HINCKLEY, husband and wife,as tenants by the entirety, of 102 Elliott Road, Barnstable (Centerville), Barnstable County, Massachusetts, with Quitclaim Covenants, a certain parcel of-vacant-land-situated-on-Kay-Avenue,-Barnstable---- (Centerville), Barnstable County, Massachusetts shown as Lot 2 on a plan_entitled Plan of Land in Barnstable, MA Prepared for Aurelia D. Hinckley Scale 1"=30' Date: September 29, 2004 Revised Date: October 15, 2004, recorded in Barnstable Registry of Deeds in Book 597 Page 86. Said lot is conveyed together with a right of way over Kay. Avenue for all purposes including the installation of utilities and no right of way is granted over the remaining land of the Grantor to and from Ellliot Road. For authorization for said transfer, see variance of the Town of Barnstable in Appeal No. 2005-005 recorded in Barnstable Deeds in Book 19514 Page 105. This deed is to clear and confirm a deed of the same premises recorded in Book 19729 Page 20 which was recorded prior to the Grantor obtaining title to a portion of the premises. For my title see deed recorded in Book 1385 page 1160 and see:deed from Eleana M. Hinckley, Trustee recorded in Book./ 'G/Page WITNESS my hand and seal this )W4 day of 2005. Aurelia D. Hinckley COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. 72005 On this`-?o day of -TTO-C, , 2005, before me, the undersigned notary public, personally appeared Aurelia D. Hinckley, proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. i TARY PUBLIC' My Commission Expires: { LAW OFFICES OF .. ... JOHN R.ALGER,P.C. 5 PARKER ROAD P.O.BOX 449 OSTERVILLE,MA 02655-0449 SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE SYSTEM DESIGN: NOTES MARKED WITH MAGNETIC TAPE OR TOP FNDN. AT EL. 50.0' NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVER TO, WITHIN 6" OF FIN. GRADE APPROXIMATE NGVD O o0 GARBAGE DISPOSER IS NOT ALLOWED 1. DATUM IS ACCESS COVER (WATERTIGHT) TO CONCRETE COVERS TO WITHIN 3" GRADE iy sy,9h a WITHIN 6" OF FIN. GRADE DESIGN FLOW: 3 BEDROOMS ® 110 GP ID 2. MUNICIPAL WATER IS AVAILABLE osf� c��oi Qo� /F4-27.0' MINIMUM .75' OF COVER OVER PRECAST /� - D 330 GPD o� SLOPE REQUIRED OVER SYSTEM 41' y RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. sf oJ�c FOR FIRST 2' 3 MAX. SEPTIC TANK: 330 GPD (2) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 R PROPOSED 1`500 ' PROP. W/o ELEV. 38 6, GALLON SEPTIC 38.35' 38, USE A 1500 GAL. SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. \\o e TANK ( ) GAS 37.32' BAFFLE 37.49' �� O 0 O O O O O LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. OCUS 37.17 p O 0 O (] SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD ENVIRONMENTAL CODE TITLE 5. I ono 39.1'f 6" CRUSHED STONE OR MECHANICAL 6" MIN. SUMP ' 12" MIN. UM DIM. 80 0 O C� 0 O O BOTTOM 39 x 10.83 (.74) = 312 GPD Qo COMPACTION. (15.221 [2]) 12 ` 2 a a a a a a a o a o 35.17 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE ( 2 % SLOPE) 1.7 1 q.' ( % SLOPE) ( % SLOPE) USED FOR ANY OTHER PURPOSE. G� DEPTH OF FLOW = TOTAL:' 621 S.F. 459 GPD H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST TEE SIZES: 3/4"-1-1/2" DOUBLE WASHED STONE 4 UNITS REQUIRED USE 4 500 GAL. LEACHING CHAMBERS ACME OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. INLET DEPTH = � " ALL AROUND PRECAST STRUCTURES ( ) ( ) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.00' x 12.83' WITH 3' STONE AT SIDES AND 2.5' AT ENDS 9. COMPONENTS NOT TO 'BE BACKFILLED OR CONCEALED WITHOUT SCALE: 1" = 2,000' OUTLET DEPTH = 14" LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 25' SEPTIC TANK 46' D' BOX 17' 7.17' FROM BOARD OF HEALTH. FOUNDATION- FACILITY _ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE ASSESSORS MAP' 248 PARCEL 56 `MA 1 888-344-7233 AND VERIFYING THE LOCATION OF ALL APPROVED DATE- BOARD OF HEALTH ( - ) LOCUS IS WITHIN FEMA FLOOD ZONE "B" - UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT AS SHOWN OF WORK. BOTTOM TH-1 EL. 28' ON COMMUNITY PANEL #250015 0005 D 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED DATED JULY 2, 1992 5' AROUND AND BENEATH THE LEACHING AREA. SITE IS WITHIN ZONE Ii, WP AND ESTUARINE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH PROTECTION DISTRICTS +47.42 THE APPROPRIATE AUTHORITIES FOR UTILITY LOCATION AND INSTALLATION. CURRENT ZONING: RB FRONT: 20' L 0 T 2 I 123.33' 49. 1 46.97 SIDE & REAR: 10' 38,632 is$5 °t '1 +43.71 0.89 �cre� a 4g 1 31 TEST HOLE LOGS �, ' +43.41 RLCK JUDD, R.S. Q� '1 ENGINEER: ENGINEER: ARNE H. OJALA, PE, SE N 1 WITNESS: DAVE STANTON, R.S. WITNESS: DON DESMARAIS, R.S. �' JULY 27, 2005 rn +43. 3 + ,56 48,95 � DATE: DECEMBER 12, 2011 +42.30 1 DIRECT ALL RUN-OFF AWAY FROM DATE: +43.5 FOUNDATIONS PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH 48,38 CLASS I SOILS P# 11040 CLASS I SOILS P# 13488 ' ELEV. ELEV. ELEV. ELEV. 45,02 2 •5'- 0" 4 41' O„ 4 44' 0p, � 39' 0" � 39' 50,08, +40.33 PROP. + 7,66 ; 71 S p SL A A �i �S L �S L +43,87 GARAGE -< 10" 1OYR 4/3 " 10YR 3/3 12„ 1OYR 4/3 14 10YR 4/3 s -- ► 40.2 10 43.2 a; +42.85 �t ¢ C BW BW j 49,80 � / 43,01 0 rn Z /S/ /SL 4 .0 1,27 1 0 +3 I B 39.87 ---- i - m �+, - --,- _ _�_ _ _ __ - » 10YF? ._5/.. 1 OYR 5/6 +36.55 +38.49 1 �•f 1 om 32 38.3 28 41.7 �SL �SL 1 cYi -0 1OYR 6/6 1OYR 6/6 W PROP. +4 .60 1 a DWELLING � � B B TOP FNDN. = 1 z �SL k. �SL 72" 33.0' 72" 33.0' �1 60" 10YR 5/6 1OYR 5/6 + 7.25 ' PROP. w/o 1 ✓ 36 `50" 39.8' T 2A ELEV. 42.5' �~ ' 50.49 C C +87,86 +4 •22 t PER PERC PERC TH 16 +4 .51 `O MCS MCS REt i 2C +47,87 �r + CS �S 2.5Y 6/6 2.5Y 6/6 1 a7 ��,/ 2.5Y 6/4;, 2.5Y5/4 + 9, w I' 126" 30.5' 120 34' 132" 28, 132" 28' n BENCHMARK 1,54 CONCRETE BOUND NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 47.99 +46.9 i +47.28 1 ELEV=52.6' 43,08_ of _ J--- ' REA �' 128.75 RESER� _ 1 }49,05 TH-2 17' ,„ +51.38 �51.26 - 5' REMOVAL OF UNSUITABLE SOIL REQUIRED i bO AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE + WITH CLEAN MED. SAND, TO MEET + 58 SPECIFICATIONS OF 310 CMR 15.255(3) TITLE 5 SITE PLAN 47,26 OF +46,40 51.10 +51.70 #21 KAY AVE, + 48• 0 BENCHMARK: USE STONE BOUND AT ELEVATION 44.8' +46,17 BENCHMARK: USE NAIL IN TREE - AT ELEVATION 48.0' ENTERVILLE (BARNSTABLE), MA °l +46.17 N PREPARED FOR 48.57 MATT & JENNIFER NEEDHAM +4 E 2 5� fix, JANUARY 17, 2012 LEGEND 43•95' 44,96 6 Scale: 1"= 20' +44.38 �� 100.0 PROPOSED SPOT ELEVATION g S� \ 0 10 20 30 40 50 FEET 100x0 EXISTING SPOT ELEVATION 93 s,' 100 PROPOSED CONTOUR 46.08 100 EXISTING CONTOUR off 508-362-4541 fax 508-362-9880 H OF MASs.c � LtH OF MqS DANIELA. ti °� AN EL cyGN OJAL,A A. down cape engineering, inc. CIVIL OJALA q No No.40980 �o P CIVIL ENGINEERS G��.� q SS °ate LAND. SURVEYORS -S /0 do v #05- 1 60 DATE DANIEL A OJALA, P.E., P.L.S. 939 main st. yarmouthport, ma 02675 p4e_2 o SYSTEM PROFILE ALL SYSTEM COMPONENTSMMAGNETIC T SHALL BE SYSTEM DESIGN: NOTES MARKED WITH MAGNETIC TAPE OR TOP FNDN. AT EL. 50.0' COMPARABLE MEANS FOR FUTURE LOCATION. APPROXIMATE NGVD 0 0°0 1. DATUM IS ACCESS COVER TO. WITHIN 6" OF FIN. GRADE (NOT TO SCALE) GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) TO CONCRETE COVERS TO WITHIN 3" GRADE y9/ a 2. MUNICIPAL WATER IS AVAILABLE s Psf c�0oi Q° moo.• ' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE DESIGN FLOW 3 BEDROOMS ® 110 GPD = 330 GPD 42.0 LOPE REQUIRED OVER SYSTEM 41 USE A 330 GPD. DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o� RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2 ' MAX. SEPTIC TANK: 330 GPD (2) 660 4: DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 J\e R PROPOSED 1500 3' USE A 1500 GAL. SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. PROP. W/O ELEV GALLON SEPTIC 38.35' 42.5 38.6 TANK H- 10 ) GAS + OCiUS � 0 37.32 LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. BAFFLE 37.49' �� 0 0 E3 00 00 E� ENVIRONMENTAL CODE TITLE 5. 3717 Cp 71 0 O O 0 E 3 � E3 SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD o 39.1't �6" CRUSHED STONE OR MECHANICAL 6" MIN. SUMP 0 0 0 7. THIS PLAN IS FOR PROP �+ 1 2 12 MIN. INT. DIM. � � o . BOTTOM 39 x 10.83 (.74) 312 GPD PROPOSED WORK ONLY AND NOT TO BE 2 COMPACTION. (15.22 �) 2 E7 O 0 35.17 ( x SLOPE) � USED FOR ANY OTHER PURPOSE. + 1.7% SLOPE) ( 1 � SLOPE) TOTAL: 621 S.F. 459 GPD DEPTH OF FLOW = '4' ( H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST „ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TEE SIZES: •3 4 -1-1/2" DOUBLE WASHED STONE 4 UNITS REQUIRED „ USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) INLET DEPTH _ ALL AROUND PRECAST STRUCTURES OVERALL DIMENSIONS TO OUTSIDE OF STONE: x 12.83' WITH 3' STONE AT SIDES AND 2.5' AT ENDS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT SCALE: 1" = 2,000' OUTLET DEPTH = 14" LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FOUNDATION 25' SEPTIC TANK 46' D' BOX - 17' FACILITY 7'17' FROM BOARD OF HEALTH. ASSESSORS MAP 2,48 PARCEL 56 10. CONTRACTOR SHALL B� RESPONSIBLE FOR CALLING DIGSAFE MA 1 888-344-7233 AND VERIFYING THE LOCATION OF ALL APPROVED DATE BOARD OF HEALTH ( - ) LOCUS IS WITHIN FEMA FLOOD ZONE "B" UNDERGROUND & OVERHbD UTILITIES PRIOR TO COMMENCEMENT AS SHOWN BOTTOM TH-1 EL. 28' OF WORK. ON COMMUNITY PANEL #250015 0005 D 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED DATED JULY 2, 1992 5' AROUND AND BENEATH THE LEACHING AREA. SITE IS WITHIN ZONE Il, WP AND ESTUARINE 12. CONTRACTOR SHALL B_ RESPONSIBLE FOR COORDINATION WITH PROTECTION DISTRICTS 47.42 ' � � THE APPROPRIATE AUTHOF.ITIES FOR UTILITY LOCATION AND INSTALLATION. CURRENT ZONING: RB i ` FRONT: 20' 123.33 SIDE & REAR: 10' L(�1 ,G 49. 1 46.97 38,632 s$5 1 +43.71 y 0.89 cres q 1 i {, , . any{, V• . ;. "::r , i !. , .i l .; •,r p :9r tl,. rp e .. y , .. ..i, r u, -try, ;; i' f a ya y {y.' p b y 'P - i:', 'f 7 • 't i k i M' =- HOLE LOGS ��5�. 1 +43,41 p� RICK JUDD, R.S. ARNE H. OJALA, PE, SE ENGINEER: ENGINEER: DAVE STANTON, R.S. DON DESMARAIS, R.S. WITNESS: WITNESS: 0 `O P� . a3. 3 DATE: JULY 27, 2005 DATE: DECEMBER 12, 201 1 rn �� }( + 56 48.95 1 DIRECT ALL RUN-OFF AWAY FROM PERC. RATE _ < 2 MIN/INCH < 2 MIN INCH FENS- 43.5 +42,30 "�� l� l- t FOUNDATIONS PERC. RATE _ / �. +43.5 �f�� I 48.38 L > �! CLASS I SOILS P# 11040 CLASS I SOILS P# 13488 ELEV. [�] ELEV. ELEV. ELEV. _ 5,- 41• O 44' Ott _ 39, 0., 39' SQ08' + 7.66' A I Ap A A +40.33 PROP. i �SL /SL �SL /SL +43.87 , °•--a GARAGE iI "� „ 10YR 4/3 10YR 3/3 10YR 4/3 14., 1 OYR 4/3 6 1 I 10 40.2 10 43.2 12 1 It �'r I +42.85 t 0) L Bw/' Bw 49.80 _ n .; _,.._ . ... XX FSL/ rn 4 .0 1.27 1 C B B .. i . _ 3 b.4ac, .. / SL ....._ 2� le ALAI _- 1OYR_6/6 10YR 6/6 VIZZ a W ��1 "CGS- z c PROP. 1+1 B B +4 .60 ` -4,D' a° o DWELLING 1 m 72' 33.0' 72" 33.0' TOP FNDN. N 1 z FSL �SL s1. 4 1OYR 5/6 1OYR 5/6 L��� � 60" 36' 50" 39.8' + 7,25 PROP. W/0 1 1 r� C C ELEV. 42.5' �~ , 50.49 PERC PERC PERC + 7,86 � 2A !' +a .22 � � 'MCS� MCS TH 1A +a s1 2C 2C 1 2.5Y 6/6 2.5Y 6/6 +47.87 tr i + CS CS 2.5Y 6/4 2.5Y5/4 r o / e 46 �� °�' + 9. �1 126" 3G5� 120" 34' 132" 28' 132" 28' BENCHMARK - s#°Zr�e`� A° sa NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 7.99 AL CONCRETE BOUND 4 +47.28 �,; 43.08 75+ +52.00 t 128. 1 RESE REA , }49.05 ,., .,..._ _. Jam' +51.38 }51.26 ol co 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 1 AROUND PERIMETER OF LEACHING FACILITY, TITLE 5 SITE PLAN DOWN TO SUITABLE SOIL LAYER. REPLACE +� WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) ` 47.26 1 OF +46.4 +51.70 a 51.10 . i #21 KAY AVE. +48, 0 •. „f. .. .. ... n, � �. , i �,'4. .�, , , �; , {� �. ,•.r. 1. .� f. . .: iu ,t f .. P � .•.r '1 :1 i er i�{6 .,, HI' y� :d. � 1 ta�:7P "(r , ..:. .. . ...... ...... . . BENCHMARK. USE STONE SOUNp : t ' ' ' � y I. .., ,, � .� ,, MA +46.17 CENTERVILLE (BARNSTABLE), ' AT ELEVATION 44.8' BENCH'MAPiI�': 'USE IJAIL IN Tt�Ei=' AT ELEVATION 48.0 i A� PREPARED FOR +46.17 N MATT & JENNIFER NEEDHAM . A6 48.57 +4 5 JAN UARY 17, 2012 -.. A5 LEGEND 43 9 scaie: l"= 20' 95, 414.96 6 +44,38 100.0 PROPOSED SPOT ELEVATION gs j 0 10 20 30 40 50 FEET 100x0 EXISTING SPOT ELEVATION 93.57' 100 PROPOSED CONTOUR 46.08 EXISTING CONTOUR fax 508-362-9880 100 off 508-362-4541 ASH 0 q N F Mgss ��1H OF ygsS� � SH OF AtgS � DANIELA. tiG �� DANIEL q�yG °� DANIEL A. oy °� DANIEL cyGN down ca e en ineering inc. 0 0JA[A A R+ D OJALA A. P t CIVIL OJALA CIVIL OJALA ch No.46502 No. No.40980 No.40980 A CIVIL ENGINEERS PAX, ISTE��O�� �GcFSS\��P �u G�-TE���� 9 SS O�QQ SS/oNAL ENG yap S io `' a rst° / -_ LAND SURVEYORS J #05- 160 DATE DANIEL A. OJALA, P.E., P.L.S. 939 main st. yarmouthport, ma 02675