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Home My WebLink About0056 RENDEZVOUS LANE v4 iee-nd - QC DV, Ih � rzR -� i►Tr►"' ''- r I `.,;t Massochusett N/F ASSESSORS REF. s Audubon Society II • Mop 279, Parcel 31-3 _. t N4225'00N, 108.00' • FLOOD ZONE: • Zone A3(EL 11), AS(EL 12), & C \\ / • Community Panel No. _ — #250001 0003 D & #250001 0001 D \� 1 --- . \ July 2, 1992 \� ZONE: �0�� • RF-1 N / h .^ N / Wetland Resource Q' • • Area (min.) 43,560SF min 2 / une As Flogged Frontage.(min)'20' _ __ _ by Erika Lamer Width (min) 125' FEMA Flood Zone Lines / ~ 14/OCT/07. / /Setbacks: As per FIRM 250001 0003 0 Front 30' and 250001 0001 0 both / Side 15' revised July 2, 1992 / ' Rear 15' / / • ti •• 4 � G IN n • 0• E I . t ' IFndnd i • ) .L /y 0,w :W ! 3734'40„� • tio. o: 1836' /� • 4,.S m o �'(r' iz al N. ° N 56 i • N^ 2StYW/F J �y m 2 'welling ..� m yco 32.8'/ `4 CB/DH t 185'• Fnd i,' ' . 4/ ;,cB/DH i New Concrete ,,,;Fnd o� • Foundations a0) : �6Qo. 1 W ///. (Z) '°coh CL� CB/OH ^ Oo p� \ U o i85Se wso F Lot 3 .- W 9g • CB/OH 2.59±ac Upland ' d —. 0.59±Ac Wetland . h'28'• • 3.18±AC Total r _._..-..4?0. 4' CB/OM — — — Fnd . CBJDH 4 Fnd ✓effe . S Boni°Co% r„er • -0.:0r1,rq. - I.certify that the; structures shown hereon conform to the setback requirements of , R. PLOT PLAN ((RICHARD :MEUAEUX the Zoning Bylaws of the • y34312 town of Barnstable. At 56 Rendezvous Lane A9 �P °F= BARNSTABLE F h1 -__— Z/,,yy! O CJ Professio"``-'end Surveyor ate, (Barnstable Village) • NOTES: MASS, • DATE:21/MAY/08 SCALE: 1"=80' .1.) The structures shown were located on the ground 0 20 40 60. 80 120 160 FEET by conventional survey methods on (or between) 03/OCT/07 and 15/MAY/08. PREPARED FOR: J. J. Delaney, Inc. 2.)• The. property line information shown hereon was 20 Rascally Rabit Road compiled from available record information. Marston Mills MA 02648r 3.) This plan is not for recording and is, not to be PREPARED BY: 4""k i kk used for construction layout or deed description ' 7 Parker Rood purposes. • Osterville MA 02655 DWG #: C483_2g1 FIELD BY: MLL/RRL/DWB (508) 420-3994 / 420-3995fax , ; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 12'9 `(9-' Map -+ Parcel 0 3 1 003 Application# v' 7 Health Division : Date Issued 3 0 6r Conservation Division Application Fee 11., Tax Collector Permit Fee/ ? 7 0 d / Treasurer ok t Planning Dept. 3 0 c," Date Definitive Plan Approved by Planning Board ,.c.j ro co Historic-OKH Preservation/Hyannis a — j d /r / r�I T� - • Project Street Address 56 RC RAl)cI4 Z U'O ,f-1l me i -- Village ,rr.�WCk&5%f"h if---4- r n Owner/d # P1 7C14 Og(gfu Al1/4). . Address Slim 6 Telephone C,4Q TX't/Q lL M3 ` ' Permit Request L%1'%Y)57721t6r -Ud14M/1.) I C/CY dtff?./4/16/P .i f Pi 11AC 94I24 jL 6A-y s1XZ.3/ i itokitz. a01,0 roc Square feet: 1 st floor:existing32.O proposed &' 2nd floor:existing 3)78 proposed 7()C.? Total new 2-32.11 Zoning District Flood Plain Groundwater Overlay Project Valuation 703i ~ Construction Type' CLAXcl ca.Arn E Lot Size 3 + 3 i / /'c. 5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure FiLii5 Historic House: ❑Yes 4-No On Old King's Highway: ,'Yes U.No Basement Type: Full U Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) `5-2.. Number of Baths: Full:existing 'T new a Half:existing - / new 0 Number of Bedrooms: existing 4 new i Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 'Gas ❑Oil ❑Electric ❑Other Central Air: SYes ❑No Fireplaces: Existing 4 New 0 Existing wood/coal stove: ❑Yes )81No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage, existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use - . - - -- Proposed Use- .— — --- - - _ _ BUILDER INFORMATION Name - 'AI a Ji4It.11' Telephone Number O/2-0' 5 Address /QP //y EA. :i/eJ License# LS- eo gg61 AR6f6 JS MA AA , OJ61/8 - Home Improvement Contractor# f Z5 9 Worker's Compensation# Luca-315-31 E101-0/7 ALL CONSTRUCTION DEB RESULTING FROM THIS PROJECT WILL BE TAKEN TO %l1M/Jg 4t#44,4_1 SIGNATUR ADATE Z'—// "'" 0 C4i1 fvy — e//o/c SG r 'LA''‘,., FOR OFFICIAL USE ONLY TAAPPLICATION , DATE ISSUED : MAP,"/PARCEL NO. < x t ADDRESS VILLAGE /' ' OWNER • r DATE OF INSPECTION: grok" 6415-- 4 7 ill- ' i FOUNDATION tOund, 0 ( / ' _4 a at: I/-�'.(/ O , FRAME L- 0' re- to (f, - 8 p is-- acj, -d P c-y Fila , 'f -- i. INSULATION t�I� — to -0 fr P� ; . / ,t , FIREPLACE ` a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH u FINAL } , GAS: ROUGH FINAL i • FINAL BUILDING .' 1 ' , DATE CLOSED OUT • c , ASSOCIATION PLAN NO. • , F. • ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: l'P - ' f-1) DEQgAAtJ Site Address: 1O Umvszvois LATE, Applicant Address: 56, 1?6 ZVOK L City/Town: ALE. / fr( TARNS-MI L.t NIA Use Group: I D7 1`rl A1s. Date of Application: Applicant Phone: CELL Applicant Signature: Compliance Path(check one): 5-4) --14/"7 50 ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d.through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(too x b-a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] • ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher). ❑ Systems Analysis OR ❑ Renewable Energy Sources • Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area 3 9 34sq.ft. b. Glazing Area'510 v sq.ft. c. Glazing%(100 x b_a) 115 ADDITION with Glazing% (c.)up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 R-10 R-10,4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. . 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition(greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s)for Denial: (provide additional details as needed on back side) • r t , ' • �o4'ME��•rq Town of Barnstable Regulatory Services •• '" 59. Thomas F.Geiler,Director ��'to � q.� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:- 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, At a_:c//9 I je gewi#9 h , as Owner of the subject property hereby authorize ��4k1 (i//9 /'t to act on my behalf, in all matters relative to work authorized by this building permit application for. 0L d e B7I - (Addiss of Job) /4-44,) e Signature of er Date aei!/4Pi . Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. d I Town of Barnstable y�P sr 0 Regulatory Services saRxsrasre Thomas F.Geiler,Director Mass. 9g, b�9. ,�; B ilding Division Apo, 1i�`rA Tom Per Building Commissioner 200 Main • :et, Hyannis,MA 02601 , www.t• .barnstable.ma.us f Office: 508-862-4038 O Fax: 508-790-6230 HOMEOWNER LI E EXEMPTION Please'ri DATE: • JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town sta zip code The current exemption for"homeowners"was extended to include owne -o cupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not po• errs license,provided that the owner acts as supervisor. DEFINITION OF HOMED ' 'ER� Person(s)who owns a parcel of land on which he/she resides or int ds to res de,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures cessory to such use and/or farm structures: A person who constructs more than one home in a two-year period all not be d nsidered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building p- t. (Section 1 9.1.1) The undersigned"homeowner"assumes responsibility for ompliance with the `\ate Building Code and other applicable codes, bylaws,rules and regulations: The undersigned"homeowner"certifies that he/she understands the Town of Ba table Building Department minimum inspection procedures and requirements •;d that he/she will comply with said procedures and requirements. Signature of Homeowner • Approval of Building Official a • i t Note: Three-family dwellin: containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 'onstruction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any omeowmer performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Lit-nsing of construction Supervisors);provided that if the homeowner engage6 person(s)for hire to do such work,that such Homeowner shal ct as supervisor." 44 Many homeowners ho use this exemption are unaware that they are assuming the responsibilities of a'supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in s rious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of a permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. PROJECT 8e ,� er �,� NAME: N� �`� rc, ADDRESS: ca Leo oQ.Zv6Vj 6O\f-tAsAu(__ PERMIT# d v PjO(') ct PERMIT DATE: Q.A. Qj M/P: a - v3 l 0a3 LARGE ROLLED PLANS ARE IN: BOX SLOT o\ Data entered in MAPS program on: 7 31 L 3 BY: (\re-L._ q/wpfiles/forms/archive Swanson Structural, Inc: PaulW. Swanson,P.E. 116 Forest:Street Franklin,MA 02038 508-520-1333 March 10,2008 Thomas Perry Director, Building Division Town;of-Barrnstablc 200"Mann Street Hyannis,MA 02601, Subject 7t Edition:Wind Design for the DeGraari Residence Addition, 56 Rendezvous Lane, Barnstable,MA(my job 2889) Dear-Mr.-Perry, [-was retained by Dnickliarrn Architecture and-Interiors to provide-structural.engineering services-forthe subject-project. This includes the,usual gravity loading analysis for each of the conventional engineered wood and steel beam components,as-well as 110 mph wind loading on the addition as a whole Per:section 530121 1, option 3,of the Massachusetts State Building Code 7`"_edition, I used the wind loading from ASCE 7-02,: Mini um Design=-loads for Builrtangs:'and Othei-Stractares for the structural design.: The new work consists of a single car garage;at the-left side of the existing_building,and: a newmaster bedroom wing at the right side. The master bedroom wing is'connected to; the existixng building by a new vestibule,conservatory and stairway The new garage addition gets its lateral stability.from the side wall and rear wall,which are sheathed in plywood only small openings The' master bedroom wing_gets its:stability from the exterior sheathed walls and an interior plywood sheathed 2x6 framed'wall-in.the first -floor,which.is shown in the drawings. The conservatory is stabilized by the fact that the master bedroom.wing is-built back over a portion of it. There is a structural-ridge beam the.conservatory,as well as;double:rafters in,a-portion"of the"roof,to:carry the weight of the upper framing. 1 took advantage_of this upper framing toachieve the"wind design objectives for the conservatory,which does,not have any plywood;shear walls from the aye line tothe:_level of the first floor: Attached is a nailing and connector schedule for this project, which will be incorporated into the drawings: If you have an questions,pleasefeel free to contact"me: Sincerely;`. t 3 TR4F'T • Paul W Swanson,P F" Swanson:Structural,Inc: s, � � ': ,Swanson Structural, Inc: Paul Vkr. Swanson,P.E. 11 ,6 Forest Street` Franklin,MA 02038 508 520-1333 :: March 5,2008 Thomas Perry Director Building Division Town of Baastabie 200 Main Street. Hyannis,MA 026f11 Subject Fastener Sa bedute for the IleGraan Residence Addition,56 Rendezvous Lane,Barnstable MA(my job 2889) Dear Mr. Perry, thcefollowing is a nailing'and connector schedule for this-project, which,will be incorporated into the drawings; . if you have any-questions please feel-free to contact me. FO, ati.datiori Anchorage 5/-8"dia.gale Anchor bolts 4' on-center and 12"max from corners Sills Double 2x6 sill plates,bottom sill P T Walt Sheathing m m !2":Doug fir plywood installed vertically and/or block all unsupported edges: 10d,;at 6'. on center edges, lOd at 12"on center in,the field: FloorSheat g:-'A"Advantech OSB or 3"ply road,ton e'end groove,glue and mil, ilk!at 6"on center edges', 0d;at 8"on center field: Roof Sheathing 5/8"Doug fir plywood glue and;nail, l Od at 6"on center edges, lOd at 8"'on center in the field:;: Rafter to-:wall plates Smpson12 Wall topplates to studs(a.nder`rafters`only) -Simpson H2 S Ridge connector '2x4 ties 16'on center tight to bottom of ridge board or beam,with four lOd:rails into each rafter. Sincereiy, v 4$ 21 4;Atst C- 4 A 1.'r h7 Paul W. S tanson P E ; § �4 .. Swanson Structural,Inc._ R ,<,� 1 —...7 DEGRAAN RESIDENCE DUCKHAM DOOR SCHEDULE 1 ARCHITECTURE and INTERIORS 01.25.08 320 CONGRESS STREET\4th FLOOR BOSTON,MA 02210 Key 1 Manufacturer's Number Width Height I Threshold Thickness i Location/Notes ; Quantity 101 1 "TruStile" I 6'-0" 6'-8" 1 Glass I AT VESTIBULE 1 1 Interior French doors ( I 102 1 "TruStile" 5'-0" 6'-8" I Glass AT VESTIBULE —y 1 ; Interior French doors I 103 1 "Marvin"WUOFD 6068 6'-0" I 6'-8" I Aluminum Glass I AT SUNROOM I 1 I 6'-1 5/8"RO 16'-10 1/2"ROI 104 ; "Marvin"WUOFD 3068 3'-0" 6'-8" I Glass AT SUNROOM/HALL _ 8 j 3'-2 7/16"RO;6'-10 1/2"ROI FIXED/NON-OPERABLE 105 I "Marvin"WUOFD 3068 I 3'-0" 6'-8" I Aluminum Glass AT HALL _ ! 1 I 3'-2 7/16"RO 6'-10 1/2"RO 106 1 "TruStile" 2'-8" 6'-8" $ 1-3/4" AT BASEMENT STAIR 1 match existing panel orientation ! ; 107 I "TruStile" 3'-0" I 6'-8" I 1-3/4" j AT HALL/MASTER BEDROOM j 1 match existing panel orientation j 108 I "TruStile" 3'-0" 6'-8" 1 1-3/4" { AT LAUNDRY RM j 1 !match existing panel orientation 109 L "TruStile" I 2'-6" 6'-8" I T 1-3/4" 1 AT MASTER CLOSET 1 1 . 1 match existing panel orientation 110 I "TruStile" (2)2'-0" _ 6'-8" Marble 1-3/4" I A T MASTER BATHROOM 1 rmatch existing panel orientation 4'-0"DBL. ` 111 I "TruStile" 2'-6" 6'-8" Marble I 1-3/4" I TOILET ROOM IN MASTER BATH 1 1 _ match existing panel orientation _ 112 Frameless glass shower door 1_ 2'-6" 6'-0" 4-1/2" I MATHER BATH SHOWER RM 1 — ` T (3 studs) I — T 113 I Match existing door style i 9'-0" I 7'-0" NEW GARAGE BAY j 1 ;and material;SIZE DIFFERENII Owner spec.to match existing I 1 Key I Manufacturer's Number Width Height Threshold Thickness Location/Notes Quantity 201 1 "TruStile" , (2)1'-10" I 6'-8" 1-3/4" NURSERY 1 match existing panel orientation I 3'-8"DBL. 202 I "TruStile" L (2)1'-10" 6'-8" 1 1-3/4" NURSERY 1 _ I match existing panel orientation I 3'-8"DBL. I I I I 203 t "TruStile" I 2'-8" 6'-8" i 1-3/4" EXERCISE ROOM 1 I match existing panel orientation, I I I 204 I "TruStile" I 2'-8" I 6'-8" I 1-3/4" EXERCISE ROOM CLOSET 1 match existing panel orientation l 205 I "TruStile" 1 2'-8" 6'-8" 1 Marble 1-3/4" EXERCISE RM BATHROOM I 1 _ match existing panel orientation I 206 I "TruStile" 1- 2'-6" 6'-8" I Marble 1-3/4" F STORAGE 1 match existing panel orientation I Notes: Exterior doors to be"Marvin"CLAD ULTIMATE OUTS WING FRENCH DOORS AND SLIDERS,UON,simulated divided lite w/permanent ext grille,permanent interior grille and silver spacer bar. Exterior to be clad white and interior to be primed white. Glass to be Marvin IZ-2 120MPH Impact Resistanti Glass, meeting the requirements for 110 mph wind load for Barnstable MA. High performance Low-E4;6 9/16"Jambs;oil rubbed bronze hardware throughout;Oak thresholds;painted wood screen doors at swing doors; ;sliding aluminum screens @ sliders. r r 1 i T i I I r 1 , 1 DEGRAAN.RESIDENCE DUCKHAM WINDOW SCHEDULE ARCHITECTURE and INTERIORS 01.25.08 320 CONGRESS STREET\4th FLOOR BOSTON,MA 02210 Key Manufacturer's Number R.O.Width R.O.Height Window Type j Muntin Division! Notes !Quantity A "Marvin"WUDH 2826 2'-10 3/8" 5'-1 1/2" DOUBLE HUNG I 4W3H/4W3H 3 I I ! A-1 "Marvin"WUDH 2826 2'-10 3/8" 1 5'-1 1/2" 1 DOUBLE HUNG- 4W3H/4W3H j Tempered glass @ stair 1 A-2 "Marvin"2-WUDH 2826 j 8'-8 3/4" 5'-1 1/2" DOUBLE HUNG j 4W3H/4W3H ! Mulled unit,4"stud pocket 1 w/4"mull j Total B "Marvin"WCM 1632 I 1'-5" I 2'-8 9/16" I CASEMENT + 2W3H ! 2 I I B-1 "Marvin"WCM 1632 1'-5" 2'-8 9/16" CASEMENT ( 2W3H Tempered glass @ shower ! 1 C "Marvin"WUDH 1622 1'-10 3/8" 4'-5 1/2" I DOUBLE HUNG { 2W2H/2W2H Tempered glass @ tub 2 D "Marvin"WUDH 2022 2'-2 3/8" 4'-5 1/2" L DOUBLE HUNG j 3W2H/3W2H j Tempered glass @ tub j 2 r I ! E "Marvin"WUDH 2822 1 2'-10 3/8" 4'-5 1/2" DOUBLE HUNG 4W2H/4W2H Tempered glass @ tub 1 F "Marvin"WCM 1632 2W 1 2'-9" I 2'-8 9/16" i CASEMENT 2W3H I ! 1 , i f I i G y "Marvin"WUDH 2026 2'-2 3/8" 5'-1 1/2" DOUBLE HUNG ! 3W2H/1W1H ! Tempered bottom sash 2 H "Marvin"WUDH 4026 3'-10 3/8" 5'-1 1/2" DOUBLE HUNG Custom; Tempered bottom sash 1 see elevation 1 y NOT USED J "Marvin"WUDH 3226 3'-2 3/8" 5'-1 1/2" DOUBLE HUNG j 5W3H/5W3H I 1 I I 4 j K "Marvin"WCM 3232 2'-9" 2'-9 3/8" AWNING 1 4W3H Tempered glass @ stair 1 L 3-WCMP 2424 j 6'-9" 2'-0 9/16" CASEMENT 2W2H Mulled unit w/4"stud pockets 1 w/4"space mull Total I T- ! Picture M "Marvin"WUDH 2822 j 2'-10 3/8" j 4'-5 1/2" I DOUBLE HUNG 4W3H/4W2H ! REVERSE Cottage Style i 4 REVERSE COTTAGE I I i Cut 3/5 over 2/5 N "Marvin"WUDH 2822 2'-10 3/8" 4'-5 1/2" DOUBLE HUNG ! 4W2H/4W2H 4 O NOT USED iI I-- _ —I f i P "Marvin"2-WUDH 2826 5'-7 3/4" 5'-1 1/2" I DOUBLE HUNG _ 4W3H/4W3H Direct mulled unit 1 Direct mull Total (confirm/match existing) Q J L J S T I E - --- 7 J 1 I i ✓ I L ` — W X EXISTING DOUBLE HUNG . Re-use from existing garage wall ' 2 168482b48 I ! j TOTAL UNITS ! 31 • DEGRAAN RESIDENCE DUCKHAM WINDOW SCHEDULE ARCHITECTURE and INTERIORS 01.25.08 320 CONGRESS STREET\4th FLOOR BOSTON,MA 02210 Notes:Windows to be"MARVIN"CLAD ULTIMATE DOUBLE HUNG,CASEMENTS&AWNINGS,U.O.N.simulated divided lite with permanent 3/4"exterior grille,permanent interior grille and spacer bar. Exterior to be(Clad,White)and interior to be(pre-finished White).Glass to be Marvin IZ-2 120 MPH Impact resistant glass meeting the requirements for 110 mph wind load for Barnstable,MA,High Performance Low-E4;6 9/16"jambs;Oil Rubbed Bronze ETC.hardware;White,half exterior insect screens(White wood screens @ interior).Circles and Ovals to include; 6 9/16"extension jambs;pre-finished/primed white interior casings.Provide tempered glass where required by code. Y `� Single 1-3/4" x 9-1/4" VERSA-L.AM® 2.0 3100 SP Roof Beam\Beanci 01 BC CALC®9.5 Design Report-US 1 span ( No cantilevers 10/12 slope Wednesday, December 12, 2007 08:11 Build 91 , File Name: BC 2889 S ' 2 x /o °k Job Name: DeGraan Residence Description:Beam 01 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer: Duckham Architecture and Interiors . Company: Swanson Structural, Inc. Code.reports: .ESR-1040 Misc: job 2889 i10 12 Y 73C__..S __V__ ,,,.;_s_101_____Y_.y,_V 9 Y S__ S__3 v .__Z. V v ___Y__S v V _3____`�_'Z_— ._V...___T___._ .____V___ _ __._.9_____V____M_9_.__._7.''.___Y__v v v .. 08-00-00 B0 B 1 DL 258 lbs . DL 258 lbs SL 480 lbs SL 480 lbs • Total Horizontal Product Length=08-00-00 told.5mrb a ti Live Dead'i,.:. Snow Wind Roof Live Desrrip-tio r wa Load Type Ref. Start End • 100%- 90% 115% 133% 125%' Trib. 1 � of Unf Area (psf) Left 00-00-00 08-00-00 15 30 04-00-00 Load Disclosure .'Cor^rtrols SUiTiir t. ry alga %Allowable Duration 'Case S are Location.. P ___......____ ..._.______ .._r_ _r Location. Completeness and accuracy of input.must •-. Pos. Moment 1476 ft-lbs 19.3% 115% .3 1 - Internal. be verified by anyone who would rely.on End Shear • 590 lbs 16:7% 115% 3 1 Left:; output as evidence of suitability for • Total Load Det. U1303 (0.074") 13..8% 3 1 particular application.Output here based, Live r as sb:f?, 12.304.(()048") 12.0% 3 1 on building code-accepted design properties and anatysisMethods. Span Depth 10.4 n/a. 0 1 . . . _ Installation of BOISE engineered wood ' products must be in accordance with Allow %Allow current Installation Guide and applicable y s x W Value Support -Member Material . :. building codes.To obtain Installation.Guide r $ .—t Dim �.L ..�_ PP or ask questions lease call- _ . _.. Eii i tgei Load nla 738 lbs Unspecified n/a Hanger - p (888)234 056 before installation. tit Harryer I-mad n/a 738 lbs Unspecified n/a Hanger , BC CALC®,BC FRAMER®,AJSTM', Cautions ALLJOIST®,BC RIM BOARDTM BCI®, ___...__._---- BOISE GLULAMPA,SIMPLE FRAMING - Far , of;;errihers with slope (1/4)/12 or less final design must ensure that ponding instability SYSTEM®;•VERSA-LAM®,VERSA-RIM will.not occur. . PLUS®,VERSA-RIM®, "or roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow :.:. VERSA-STRAND®;VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes ___ Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Member Slope= 0, consider drainage. y h ,-�C`„y + pt wi...W. \ ,:E^q a i E i-:ULTURAL i eF. ` , hio. 0.5.i34 f r 4'�._"A -,'may' f Z/fa ,? • . , Page 1 of 1 go :` 41' Single 1-3/4°' x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 02 BC CALC®9 5 Design Report-US 1 span I No cantilevers 10/12 slope Tuesday, December 11, 2007 19:38 Build 91 File Name: BC 2889 2- 2K i o OK Job Name: DeGraan Residence Description: Beam 02 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 jo • 12 • ` _X__v____Y_Y__1___S____T. 3 __ 9 T T T 7_3 P T T > 1 9 T T T P P T \ ' / 05-00-00 BO DL 161 ibs DL 161 lbs SL 300 lbs SL 300 lbs • • Total Horizontal Product Length=05-00-00 Load Summary Live, .Dead. Snow Wind. Roof Live Tag Description • Load Type. Ref. Start End .• 100%...:: 90% 115% 133% 125% Trib. 1 Roof Unf. Area (psf) - -e Left 00 00 00 05 00 00 . 15 30 - - 04 00 00 Load Disclosure Controls Summary Value %Allowable Duration . Case Span Location Completeness and accuracy of input must Pos. Moment 577 ft-lbs 7.6% • 115% 3 1 Internal • be verified by anyone who would rely on End Shear 313 lbs. 8.9% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U5337,(0.011") 3.4% 3 1 • particular application.Output here based • Live Load Defl. U8208 (0.001") 2.9% 3 1 . . • on building code accepted design Span/Depth 6.5 - n/a 0 1 Installation of OISEsis enginteerred wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Dearir Supports Dim x W) . Value .Support Member Material building codes:To obtain Installation Guide E30 Hanger Load n/a 461 Ibs Unspecified n/a. Hanger or ask questions,please call B 1 Hanger Load rile 461 lbs Unspecified n/a Hanger (888)234-0056 before installation. BC CALC®,BC:FRAMER®,AJS TM, Cautions ALLJOIST®,BC RIM BOARDTM,BCI®, Forroof members with slope(1/4)/12 or less final design must ensure that pondinginstability BOISE M , '",SIMPLE PLE FRAMING ( ) 9 tY VERSA-LAM®,SYSTEM®, VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. ` Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Member Slope= 0, consider drainage. y.1_02: „.;,.,, .. , �//� w 4 tit' ;6 crcq Uati}'=t i,--. A �, i, r ✓' fill `". 4- • • Page 1 of 1 w f_ = Single 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Eeam\Eeam 03 BC CALC®9.5 Design Report- US 1 span I No cantilevers 112/12 slope Tuesday, December 11, 2007 19:38 Build 91 File Name: BC 2889 2. 2 x 10 o k Job Name: DeGraan Residence Description: Beam 03 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 ....:...... / I12 12 C7 V 7 V 7 7 Z 7 V V 7 V V V s Y___L_Y 7 7 V VVVVVV 7 A 7 V 7 7 7 S___9_ 7 7 V 7 7 07-00-00 BO,3=1/2" B1,.3-1/2" DL 165 lbs DL 239 lbs SL 221 lbs SL 359 lbs • Total Horizontal Product Length=07-00-00 • Load Summary Live Dead Snow Wind Roof Llve Tag Description Load Type Ref. Start End ' 100% 90% 115% 133% 125% :. Trib. 1 Standard Load Unf. Area (psf) Left : 00-00-00 07-00-00 21 30 01-04-00 2 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 05-00-00 05-00-00 161 .: 300.. . .: n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location. Completeness.and accuracy of input must Pos. Moment 911 ft-lbs 11.9% 115% 3 1 -Internal be verified by anyone who would rely on End Shear -518 lbs 14.7% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U1973(0:056") 9.1% 3 1 .. particular application.Output here based.. . Live Load Defl. U3308(0.034") 7.3%. 3 1 on building code=accepted design properties and analysis methods. Span/Depth 8.5 n/a 0 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 BO Wall/Plate 3-1/2"x 1-3/4" . 386 lbs 14.8% 8.4% Spruce-Pine-Fir orasfcquestions;please call B1 Wall/Plate 3=1/2"x 1-3/4" 598 lbs .23.0% 13.0% Spruce-Pine-Fir (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJST', Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDTM BCI®, Plumb Cut with Hanger to dbl. top plate 12/12 13-1/8" 07-00-00 10-08-01 ;.. BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM ` PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (U180) Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. r !s% f �, ,- � __„ i a. 4' C;,.,;,.; V, s f 1 8...i 1 4 �.),.i v iral. 1 C.,;1:r 5335 o ' �.;\ n. ti. �k 1 ~' !J ' '' • bp' . _- / - i 07 • Page 1 of 1 ' st.4. Y:.:- Single 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\Bearn 04 BC CALC®9.5 Design Report-US 1 span j No cantilevers 112/12 slope Tuesday, December 11, 2007 19:38 Build 91 File Name: BC 2889 2- 2 x/o att. Job Name: DeGraan Residence Description: Beam 04 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc:- job 2889 �12 12 \ I Yi - 9 7 V T _7(_Z_T T T V T .T L_7 T VVVVVV 1 YTVVVVTVT "T 7 T T 7 T T -7 T T T .T J 07-06-00 B0,3-1/2" B1,3-1/2" DL 213 lbs DL 305 lbs SL 305 lbs SL 475 lbs Total Horizontal Product Length=07-06-00 Load Summary ' Live; Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib., 1 Standard Load Unf.Area(psf) Left 00-00-00 . 07-06-00 ... 2.1 30 01-04-00 2 Beam 01 at bearing B1 Conc. Pt. (lbs) Left 05-00-00 05-00-00 258 480 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1538 ft-lbs 20.2% 115% 3 1 - Internal . be verified by anyone who would rely on End Shear 701 lbs 19,8% 115% 3 1 -Right output as evidence of suitability for Total Load:Deft. U1160 (0.103") 15.5% 3 1 particular application.Output here based Live Load Defl. U1899(0.063") 12.6% 3 1_. on building code-accepted design properties and analysis methods. Span/Depth 9.1 n/a 0 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 BO: :. W 3-1/2":x 1-3/4" 518 lbs 19.9%all/Plate . . 11.3% Spruce-Pine-Fir or ask questions,please call. (888)234-0056 before:installation. B1 Wall/Plate 3-1/2"x 1-3/4" 780 lbs 30.0% 17.0% Spruce-Pine-Fir BC CALC®;BC FRAMER®,AJSTM, Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDT'",BCI®, Plumb Cut with Hanger to dbl. top plate 12/12 13-1/8" 07-06-00 11-04-08 BOISE GLULAM?'",SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum (U240) Live load deflection criteria. L.L.C. • • • (2 Page 1 of 1 l,F A7. Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam.05 BC CALC®9.5 Design Report-US 3 spans I Left&Right cantilevers 10/12 slope Wednesday, December 12, 2007 07:54 Build 91 File Name: BC 2889 2 - 2'(1 2 o K Job Name: DeGraan Residence Description: Beam 05 , Address: 56 Rendezvous Lane Specifier: MA_ 1.15�4087 ,I Address: City, State, Zip: Barnstable, MA Designer: > 3921 1r ok Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 1° 12 T 4 „. 7 T - s r 7... 9 9 Y T T Z v ..V V v Y T V V 'V T A 4 - 4 7 V T .T 9 7 - 4 T r 1 01-00-00 r 10-03-00 _ - 01-06-00 B1,3-1/2" DL 718 lbs B2,3-1/2" DL 791 lbs SL 1158 lbs SL 1263 lbs • • Total Horizontal Product Length= 12-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ,-:;• Trib. 1 Standard Load • Unf.Area (psf) Left > 00-00-00 12-09-00 15 25 07-06-00 Load Disclosure Controls Summary Value • %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment - 3921 ft-lbs 32.0% - 115% 194 2-Internal be verified by anyone who would rely on Neg. Moment -344 ft-lbs 2.9% '115% 193 3--Left output as evidence of suitability for Cont. Shear 1248 lbs 27.5% 115% 196 2 Right particular application.Output here based Total Load Defl. L814(0.151") 22.1% 194 .2 on building code accepted design Live Load Defl. LJ1290 (0.095") 18.6°/0 194 .2 properties and analysis methods.Installation of BOISE engineered wood Total Neg. Defl. -0.069" 9.1% 194 3-Cantilever products must be in accordance with Span/Depth 10.4 n/a 0 2 current Installation Guide and applicable. • building codes.To obtain Installation Guide • %Allow %Allow or ask questions,please call Bearing Supports Dim.(x W) Value 'Support Member Material (888)234-0056 before installation. B1 Wall/Plate 3-1/2°'x 1-3/4" 1875 lbs 72.0% 40.8% Spruce-Pine-Fir : BC CALC®,BC FRAMER®,AJST"', B2 Wall/Plate 3-1/2"x.1.3/4" 2054 lbs 78.9% 44.7% .Spruce-Pine-Fir ALLJOIST®;.BC RIM BOARDT",-BCI® BOISE GLULAMT"',SIMPLE FRAMING CautionsSYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,-VERSA-STUD®are will not occur. trademarks of Boise Wood Products, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow L.L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (LJ240) Live load deflection criteria. Member Slope= 0, consider drainage. ..,P.;',. P„ 1r ( A lL \• ,y Y'1 J}�Yhf} . - 1 24 .1 rT\ r {n,,)'t� s • .ice `V .. :, . ;,ts Page 1 of 1 , r . _ 1 " Double 1-3/4".x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 06 . BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday, December 12,2007 07:54 Build 91 File Name: BC 2889 3 - 1..,( o u. Job Name: DeGraan Residence Description: Beam 06 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Bamstable; MA . Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. , Code reports: ESR-1040 Misc: job 2889 . „ 7 7�_ 7_ 7 7 7 �T__ .1 .7 7 7 7 7 7 7 7 .7 7-�Y� . - '.. LF-_� 05-00-00 ... .. B0,3-1/2" B1,3-1/2" LL 100 lbs LL 100 lbs DL 376 lbs • DL 550 lbs SL 492 lbs SL 771 lbs Total Horizontal.Product.Length=05-00-00 ' Load Summary Live. Dead Snow Wind Roof Live Tag Description Load Type • Ref: Start End 100% :90% 115% 133% 125% Trib. 1 ceiling Unf. Area (psf) Left 00-00-00 05-00-00 . 20 ` 10 02-00-00 2 Beam 05 at bearing B2 Conc. Pt: (Ibs) Left 03-00-00 03-00-00 . 791 1263 n/a Load Disclosure • Controls Summary Value Allowable Duration Case Span Location Completeness and accuracy of input must , Pos. Moment 2372 ft-lbs 24.6% 115% 2 1 - Internal be verified by anyone who would rely;on End Shear --1361 lbs 24.5% 115% 2 1 -.Right .output as evidence of suitability for. ,. Total Load Deft U1698.(0032") 14.1% 2 1 particular application.Output here based Live Load Deft. . . U2769 (0.02") . 13.0% 2 1 on building code-accepted design '. Max Defl. 0.032" 3.2°� 2 1 properties and analysis'methods. Installation of BOISE engineered wood Span/Depth 7.5 - n/a 0 1 products must bean accordance with • current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide or ask questions Bearing Supports Dim.(L..x w) Value Support - Member Material please call BO Wall/Plate 3-1/2"x 3-1/2" 969 lbs 18.6% ..10.5% Spruce-Pine Fiir (888)234 0056before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 1421 lbs 27.3% : : 15.5% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST"', . ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT'" SIM E RA NoteseS PL FRAMING. ' SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (L/240)Total load deflection criteria. . PLUS®,VERSA-RIM®, Design meets Code minimum (LJ360)"Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram f_ b� r..._d j • • T-• • r . s� / ? r ` 1 z� <' np•JL bd. \"<;; `II: a minimum =2" c= 3-1/4" UCfi' "' b minimum= 3" d= 12" F, P:o. 534 Connection design assumespoint load is'to loaded': For connection design of'side-loaded'point loads, �� ''7 "�'F �� y�!'y g 'top-loaded': 9 �'' .. s please consult a technical representative or professional of Record. Member has no side loads. add Concentrated loads are not considered in side load analysis. /.__ "` ''' Connectors are: 16d Common Nails l L t Page 1 of 1 ' . i - :Double 1-3/4" x 16".VERSA-LAM® 2.0 3100 SP Roof Beam\Bearn 07 BC CALC®9.5 Design Report- US - 1 span I No cantilevers 10/12 slope Wednesday, December 12, 2007 07:54 Build 91 File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 07 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 �° • 12 - i 2 T Y T T T T S v Y v T Y v v > T v s T T_ _ v T T T ,v V _.S___�_1_ v T 1 v V T T V V T Y T v T v v v T - v v v v v- LKI-- - 20-00-00 .. _:. BO,3-1/2" B1,3-1/2" DL 2958 lbs . DL 2958 lbs SL 2400 lbs • SL 2400 lbs 4x6 Lvt. Po i- 4x a PosT PC. 4/0 (AP Total Horizontal Product.Length=20-00-00 E'P C 44. C4 P .-- Live Dead., Snow:.. Wind • Roof Live . Load:Summary . , ... Tag Description . :Load Type Ref. Start End ` 1'00% 90% 115% 133% 125%" Trib. 1 Roof. . ' Unf.-Area.(psf) Left `:00-00-.00 '20-00-00 15 30 08-00-00 ' 2 .Add'I DL Unf..Area (psf) ',.Left 00-00-00 : 20-00-00 20 '. -08-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 25574 ft-lbs 59.5% 1 15% _ 3 1 - Internal be verified by anyone who would rely on End Shear 4487 lbs 36.7% "115% ,3 1'=Left output as evidence of suitability for Total Load Deft: LJ319(0.736") 56.5% 3 1 particular application:Output here based _ .. Live Load Defl. 1ff12:(0..33") 33.7% . 3 1 on building code accepCed design . .. properties and analysis methods. • Span/Depth 14.7 n/a 0 1 Installation of BOISE engineered wood products mustbe'in accordance with:,. - %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x __, Value . Support Member Material building codes.To obtain Installation Guide B0 Wall/Plate 3-1/2"x 3-1/2" 5358 lbs 102.9% 58.3% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 5358 lbs 102.9% .`58.3% - Spruce-Pine-Fir _:(888)234-0056 before installation. •' BC CALC®;BC FRAMER®,AJST"',- Cautions • - i LJOIST®;BC RIM BOA- AL RD1',BCI®, Bearing length at bearing BO should be at least 3 5/8 BOISE GLULAM S SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing BO cannot support a load of 5358 lbs. • . PLUS®,VERSA-RIM®, Bearing length at bearing B1 should be at least 3-5/8 VERSA-STRAND®,VERSA-STUD®are Bearing B1 cannot support a load of 5358 lbs. trademarks of Boise Wood Products, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability L.L.C. will not occur. _ For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. rS°-f"--- ly^ f Design meets Code minimum (L/240) Live load deflection criteria. r., , ' - ; v sk Member Slope=0, consider drainage. /' r , , , �`, nl. • 'il' 4 ;j-lS<iJ C;:l-`R,L c.'si • `�t �L �v °7 Page 1 of 2 r ® , s .':-.1 e• - Triple 1-3/4" x 9-1/4' VERSA-LAM® 2.0 3100 SP Floor Eeam\Eeam 07A• BC CALC®9 5 Design Report-US 1 span 1 No cantilevers 10/12 slope • Tuesday, December 11, 2007 19:38' Build 91 File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 07A Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer: Duckham Architecture and Interiors Company:. Swanson Structural, Inc. " Code reports: ESR-1040 Misc: job 2889 . ... ......... -�L=l_�_ v T _Y_L__$_, Z-9__Y- 2 -_Y____T T 7_9--9_9-._ T 4 i__T 4 3 y v 4 T T T__y� y T Y_Z T _T. s .T T T T. T T T T 4 4 9 V 7 T T...- T. T 9 T 9 . _. .. .. ._T 9 V T 4 .3-_T T _T. _V V _L T T __ - 3 T T T T - T T T T T .T 'T T_ 7 T T T T T .T Y.__7 Y T T 7 07-00-00 . -,A BO,3-1/2" B1,3 1/2" LL 140 lbs DL 2198 lbs LL 140 lbs SL 1620 lbs DL 2198 lbs SL 1620 lbs Total Horizontal Product Length=07-00-00 Load Summary ::,.> Live': Dead-..,...Snow- ::Wind.•...--.Roof,Live- Tag Description Load Type Ref. " . Start End 100%': `.90% 115% 133% '. 125%. Trib. .` 1 2nd floor _.- Unf: Area (psf) Left 00=00-00 _07-00-00 40 12 _.... .•. 01 00-00 2 wails • lanf:Lin_ (plf) ` Left ,` 00-00=00 07-00-00 0 120 /a • 3 roof` Unf.Area,(psf) Left. 00-00 00 07-00-00 15 30 04 00-00 4 Beam 07 at bearing BO Conc. Pt. (Ibis): Left 03-06-00 03-06-00 2957 2400 n/a Load Disclosure Controls S.ummaryvatue °ia Allowa'ble Duration Case Span Location' Completeness and accuracy of input must Pos. Moment 10690 ft-lbs 46.7% - 115% 2 1 - Internal be verified by anyone who would rely on End Shear 3570 lbs . 33.6% . 115% 2 1 Left output as evidence of suitability for Total Load Deft. U787(0.1") 30.5% 2 1 particular application.Output here based Live Load Defl. U1766.(0:O4 .") 20.4% 2 1 on building code-accepted design Max Defl:' 0.1`° 10.Q'/o 2 1 properties.and analysis methods. Installation ofBOISE engineered wood Span/Depth 8,5 n/a 0 1 . . products must be in accordance with current Installation Guide and applicable °/a Allow %°-Allow building codes.To obtain Installation Guide Bearing SupportaDir±9 (L x W): Value _ Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 3958 lbs . '50.7% `28.7% Spruce-Pine-Fir (868)? 0056 before installation:' B1 Wall/Plate. 3--1/2"x 5-1/4" 3958 lbs 50.7% 28.7% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', . . ALLJOIST®,BC RIM BOARDTM' BC I®, Notes BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (L/240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram j"Ibr �d —� a I { ; • • • • o •o e 0 o o 1- a minimum = 2" c=4-1/4" ;` '=w p ;It v'J, r,�; b minimum = 3" = ;:.;e minimum = 3°' ,:i i STRUCTURAL is it Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, :� No. aE 3^. please consult a technical representative or professional of Record. ,I t -'-4� ,4 Member has no side loads. Concentrated loads are not considered in side load analysis. ,., r, Connectors are: 16d Common Nails • t� Wv l L/('Z o 7'ti Page 1 of 1 I A, i ,'. Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Seam1Beam 08 BC CALC®9.5 Design Report-US 1 span j No cantilevers 10/12 slope Wednesday, December 12, 2007 07:54 Build 91 , File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 08 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: - . . Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 • Misc: job 2889 1 h 2 T .X_T T —X s T ;.. T T .7 T T v 'L T T T T T�T T T T T v_ T T p T v T T .-.7 S T v v ...T v _ .... '. .. T_L__ T.. T ' T 1 T T T T Y T T .�-Z_�L T` . Y__Z_Y.__�—SL_Z v . � � T . ..'... � .Y_S 4 T T T_S T- T P T_ T 2-00-00 2S BO,3-1/2" B1,3-1/2" DL 2260 lbs • DL 2535 lbs SL 3293 lbs SL 3730 lbs --t _......._•. :.._-. ....emcnersvasag. mow,_ manam.asam. Load Summary Live Dead Snow . Wind Roof Live Tag Description _.. p Load Type..: :Ref. Start End 100% 90% "115% 133% ';1,25% Trib 1 Roof Unf. Area (psf) Left - 00-00-00 12-00-00 15 30 • , 16-00-00 2 wall • Unf. Lin. (plf) • Left . 00-00-00 12-00-00 0 80 n/a 1 3 Beam 05 at bearing.B2 Conc..Pt..(lbs) Left 08-00-00 . 08-00-00 791 •1263 .n/a Load Disclosure Controls,Summary .Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 17698 ft-lbs 77.3% . 115% • 2 1 -:Internal be venfied.by anyone who would rely on. End Shear -5400 lbs 50.9% 115% . 2 1 -.Right output as evidence of suitability for Total Load Defl. U228(0.607') 78.9% 2 1 • particular application.Output here based Live Load Defl. U383'(0362"). 62.7% .2 1. on building code-accepted design properties and analysis methods. Span/Depth 15 0 - n/a 0 . 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 • •BO Wall/Plate 3-1/2"x 5-1/4" 5553 lbs 71.1% 40.3% Spruce-Pine-Fir •: or ask questions,please call ° (888)234-0056 before installation.. B1 Wall/Plate 3-1/2"x 5-1/4 6265 lbs -,•80.2% • 45.5/° Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST'•', .. CBUtIOns ALLJOISTO,BC RIM BOARD"";BCI®, For roof members with slope 1/4 /12 or less final design must ensure that pondinginstabili SYSTEM® BOISE ,VER"VERSSIMPA- ELAM®, FRAMING - I ( ) 9 instability, SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, • L.L.C. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Member Slope= 0, consider drainage. . . . /. ,:.A.'4,--s. ,,'•• 9,:....%. ', 1 . 4i` l,i, 34334 lit�"`' 4`4 Z. o-, • Page 1 of 2 Double 1-3/4" .x 7.1/4"VERSA-LAM® 2.0 3100 SP Roof BeamiBeam 09 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 10/12 slope Wednesday, December 12, 2007 07:54 Build 91 File Name: BC 2889 - 2x$ ou- Job Name: DeGraan Residence Description: Beam 09 A. , Address: 56 Rendezvous Lane Specifier: . 3 5 3 x 1,1 S' City, State, Zip: Barnstable, MA Designer: ,i Customer: Duckham Architecture and.Interiors Company:. Swanson Structural, Inc. 4040. Code reports: ESR-1040 Misc: job 2889 o • i2.. .. .. ti. T`_.�..Z.L._:.I_._ ._L.T ._S._ '4._Z.__-._.,.__Y..___,=_..-Z� T-..�_�_Y_Z—Z.._Y__S_T T r T Ts 9 S__S. T _Z.__='N LI•.. hham�''� .. 08-00-0c �1 .. 04-0QQo... ril..... BO,3-1/2" 81,3-1/2" B2,3-1/2" DL 227 lbs DL 537 lbs DL 41 lbs SL 415 lbs SL 960 lbs SL 235 lbs Total Horizoatal.Product Length= 12-00-00 ;Load Summary . Live •.:Dead Snow 'd'tirid. Roof Live Ta Description Load Type Ref •Start .;End 100% 90% 115% 133% 125°%a:, Trib. .OQ-00-00. 00-00 5 30 1 Roof Unf. Area (ps ) - . Left ,. : 12-• 1 ,2,04-00-00 • -Load. Disclosure • • Controls Summary Valug:. %Allowable* Duration Case Span Location ' Completeness;_and accuracy_of input must`, Pos. Moment 961 ft-lbs 10.0% 115% 193 1 Internal . • be verified by anyone who would rely on 'Neg. Moment -1060 ft-lbs 11.0% 115% 3 2-:Left output as evidence of suitability for End Shear 475:Ihs 8.6% application.115./o '193 1 Left: particularPP cation:Output here based'. Cont. Shear Z23:lbs... 13.0% 115% 3 1 -Right on building code-accepted design properties and analysis methods. • Uplift '121 lbs - n/a 193 2_ Right Installation of-BOISE engineered wood Total Load Deft. U2305(0.04") 7.8% 193 1 products must be in accordance with Live toad Defl. U3500 (0.027") 6.9°/a - 193 1 current Installation Guide and applicable,:: Total Neg. Deft. 0.006 0 8% 193 2 building codes.To obtain Installation Guide Span/Depth 12.9 n/a 0 1 r , o ask questions,please call (888)234-0056 before installation. %Allow %Allow - '' BC CALC® AJST""BC FRAMER®,AJSTM, Bearing Supports a._(L z w) Value Support Member Material A.LLJOIST®;BC RIM BOARDTM,BCI®,; • BO Wall/Plate �t pi 3-1/2"x 3-1/2 . 643 lbs 12.3% • 7.0% Spruce-Pine-Fir BOISE GLULAM"',SIMPLE FRAMING B1 Wall/Plate 3-1/2"x 3-1/2` 1497 lbs 28.8% 16.3% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM 13-112" . 276 lbs 5.3% 3.0% Spruce-Pine-Fir . PLUS® B2 Wall/Plate, 3 1/2"x VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C... • Uplift of 121 lbs found at span 2-Right. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must accounffor Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. srAJ.kr Member Slope= 0, consider drainage. '; ••••-• W. C) STRUCTURAL i • 4 No. 35334 C 1. /L ; 01 Page 1 of 2 l . 111111 #y ,i `. Double 1-3/4" x.7-1/4" VERSA-LAM®2.0 3100 SP •Roof Beam\Beam 10:. BC CALC®9.5 Design Report-US 3 spans I Left&Right cantilevers 10/12 slope Wednesday, December 12, 2007 07:55 • Build 91 . File Name: BC 2889 3 - 2 X a ok Job Name: DeGraah Residence Description: Beam 10 ,w. • Address: 56 Rendezvous Lane Specifier: M a -9 D`t o City, State, Zip: Barnstable, MA - Designer. Customer: Duckham Architecture and Interiors Company:.: Swanson Structural, Inc. Code reports: ESR-1.040 Misc: job 2889 j o j2... T Y. T_9_�Z-L_T 7. Z_S�w �_:.5�-�...4_ Z--..1 9 w w O 9 .. w T-S._Z_v 9 T Y ♦_ 020-00 090000,_ .. B1,3-1/2" B2,3-1/2" DL 418 lbs DL 522 lbs SL 807 lbs SL 960 lbs .Total Horizontal Product:Length= 14-00-00 :Load Sauminary Live .Dead ,; Snow -;"/ind... Roof Live :Tag Description .,Load Type ,>•Ref. ;Start :End " 100°.6 90/ 115% 133% ;125%. : Trib 1 .': Roof Unf:Area (psf) Left 00-00-00 • ;14=00-00 . : ;15 .__30 .-- , -04 00-00 Load ... Disclosure -:. Controls Summary. Value %Allowable Duration . Case Span Location Completeness and accuracy of input must Pos.Moment 1677 ft-lbs 17.4% 115% 194 2- Internal be verified by anyone who would rely on Neg. Moment -842 ft-lbs - 8:8% 1;15% . 3 3 `Left :output as evidence of suitability for. Cant: Shear 780 Its:' - 14.1% 11.5% 196 2 -Right particular.application.:Output here based Total Load Deft' L/1008 (010'"') 17.9% 194 2 on building code accepted design Live.Load E)efl. U13.56(0.38 ). 17:7% 194 2 properties and analysis methods. Installation'of BOISE<engineered wood Total Neg. Defl. -0.101" - 13.5% 194 3-Cantilever products.must be.in accordance with Span'/ Dept. '14:9 . rl/a . '0 ' 2 current Installation Guide and applicable. btain In n Guide . building codes.To o stallatio % °/°. or ask.questions please call Allow Allow Bearin Supports Dim. L x WI Value Support Member Material (888)234-0056before installation. B 1 •- Wall/Plate _.3.1/2"x 3-1/2" 1224 lbs ,':.23.5°/0 9.3 3/o p° S n]ce-Pine Fir = pc,;CALC®,'.BC FRAMER®,AJST"'B2 . 'Wail Plate :•_3-1/2'x 3-1/2 1482.Ibs 28.5% 16:1% Spruce-Pine Fir ,ALLJOIST®,BC RIM BOARD?';BCi®, - LAMTM',SIMPLE BOISE GLU FRAMING Cautions - SYSTEM®;VERSA=LAM® VERSA-RIM . PLUS®,VERSA RIM®, -For roof members with slope (1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUD®are will not occur. trademarks of Boise Wood Products, For roof members with slope(1/2)/12 or less final design.must account for Rain-on-Snow L•L.c . ,.> surcharge load.. . Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. ;.�,,, Member Slope= 0, consider drainage. L.. js - � Connection Diagram Y ,f '- F? i 1,• n � i ,_�� ;Ti"r �h 1 t a -I N 53 4 /•,� r--- • f s i r / 7.,•,........-,• tip-1----c- - • • i L a minimum = 2" c= 3-1/4" • b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 • gis Ft r : -`L ''' Triple 1-3/4" x 9-1/4 VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 11 . • BC CALC®9.5 Design Report- US 1 span I No Cantilevers 10/12 slope Tuesday, December 11, 2007 19:38': Build 91 File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 11 Address: •56 Rendezvous Lane Specifier: City •State, Zip: Barnstable, MA • 'Designer: Customer: : , .Duckham Architecture and Interiors Company: .'Swanson Structural, Inc, : ' Code:reports: ESR-1040 Misc: . job 2889. • 2 .I Y T -T T- '1._.7 • 4 T 4 Tom..- 1- :-T '9 �T 9 T 9 .T -:- Z_T__T 9 9..:T .. T_ .:T 9- 9-- 9 T 9 T ._T -.T. T I'_7_9 9' L_L�-_T 9 9 9 T 9-_�_:9 '9 _Y__7 '9 "9 T 9 :9 9 T T__Y. .T: [ 'T T T. :.9. _T '1 .. •-_..9 g_- � � .1 '9 9—_L L_ _�3- T T�__"1_�9... T �..—L_..L T"> '1 'L.v.T T 9- S 'T T 7.�'T T P .T _T�.�...,:.... 71 01 :..:11-00-00 BO,3-1/2" ... . LL 1375 lbs 61, .DL:2Dt.083 lbs LL 1075 lbs bs 2083 lbs SL 2310 lbs SL 2310 lbs Total Horizontal Product Length 11:-00 00 -- -- -_ .___ . __..-. _--- _ - - - _ • Load.Surimary : : . :_1 tive ,- dead-;: Snow ''Word 'Roof Live 1 Descr:ptiori Lnad•Type .;_Ref Start _•End (1.0% 0% '•11'5%': . 133 3 :=12 °a 11b. _ 1" .. Standard Load Linf. Area (psf).. Left :J.00=.0.0-00 "11-.00-00 41J,:. .::12 -::;06 0"3:-00 '2 -:wall Unf::.Lin.:(plf) •::. '`" Leff_ 00-00 00 11:::00-00 «0-.;' ,.::80 I :n/a 3 :roof - ' ` Unf. Area::(psf) ' :.Left _:_u0 00-00 1:1-0.0-=00 •s: : 15 30 : 14.00=00 Controls SUm.rtaar�f:':.value %:Allowable Duration ('ase Span:L'ocabon Disclosure r - ` "COMOl teness a d accuracy of inpu must e _ n . t :-:.:. :. Prs;tMoment:, 14567.ft 1Ls. : `63:6% 1 15% 2- 1 "Internal ba verified•by:ahyorie who would rely on.::' ,E'nd Shear 4653 lbs 43.9%/o 1:15% 2 -1 Left • output as evidence:of suitability for - Total Load Defl. ' L/301 (0.421")'." ..• 79.8% 2 1 particular application.Output here based Live Load Defl. L 1471 (0.269") , 76.5% 2 1 • on building code accepted design ° properties and.analysis methods. Max Defl 0 421" 42..1 /° 2 1 Installation of'BOISE engineered wood Span/Depth : :.13.7 n/a 0, 1 ... ::. products-must be in-:accordance with'.- "current Installation Guide and applicable.: . %Allow ' /e a Allow building codes.To obtain Installation Guide 'Dearing•SupQorts Dim.(L x W) Value Support Member Materiat ,:.or ask questions,.please calf BO .Wall/Plate' 3-1/2"x 5-1/47' 5768 lbs •'7:3.9% 4i 9% Spruce-.Pine •Fir . �8,, ::: : „ : before installation. 6.1 Wall/Plate :,"3-1/2"x 5m.1/47 5768 lbs 73:9%. 41::9.'/a : 'Spruce-Pine-Fir BC CALC®,'BC FRAMER®,.AJSTM, ,... ', . ....: ALLJQIST®'•,BC RIMBOARDT" BC I®, ::... ._. hit3t�� _ LAMTM' SIM PLE FRAMING SYSTEM®,VERSA-LAM® VERSA.RIM" Design meets"Code minimum (L1240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum (L/360) Live load deflection criteria. '`:VERSA-STRAND®,VERSA-STUD®are Design meets.arbitrary (1") Maximum load deflection criteria. :trademarks of Boise Wood Products, .L. . 1 Connection Diagram 1 trib r--d • Of o C , ,. .... .. .. .._. . .rs a s.,1 .. .. . . .. t 9 a { > " 7 e,_ o 0 o 4 i' r i .W: \\ f , .' a, i_: " ':ON f,, J 5�r iJI'li ¢ .a�1"F a minimum=2" c=.4.1/4' .. r�N0 352,34 I i�.. b minimum=3" e minim f � <� •r r=,,, e;i` e minimum= 3" - ,r :+.1.y4�. , ;, , Member has no side loads. • • �; ;- Connectors are: 16d Common Nails rya. 11�(L Page 1 of 1 me ';4 34i ` "� Triple 1-.3/4" x 16" VERSA-LAM® 2.0 3100:SP Floor Beam\Beam 12 • BC CALC®9.5 Design Report- US 2 spans I:No•cantilevers.I 0/12 slope Tuesday, December 11, 2007 19:38 Build 91 File Name: BC 2889 L Vt- -T'OO de.. • Job Name: DeGraan Residence Description Beam 1:2 Address: 56.Rendezvous Lane Specifier (/mac. 5.,1' �Q . .1/V I 2.6 City; State;Zip: Barnstable, MA Designer • Customer: • Duckham Architecture and Interiors ` :Company:' Swanson Structural Inc;•: . Code reports: ESR-1.040 Misc: job 2889 ; • - ... . . .._ . r _ 3 I ' I- ' t-_:__L."_�. _...Z._ Z ._ ? '- >. .Y.1_4 .:... __ i_. _._.7 I._:,_S .....7 S_.�.... �_�__-%-...L.ff__Z._5..._.X.__J:_.„'__7 :..9 .-_.:_" ,g .. 7C_.-_T':_2.' _Z_..:-.L_L_Z...._.._ __..eS_:.=_. w .._ _ -.. -F is-oa-ao BO,3."!12" B2,3-1/2" 81.Z'° - LL 10960 lbs• "` ` LL 4428 lbsLL- DL 2881 lbs - 13442 lbs DL 7532.,Ib� � DL'1442 lbs R.LL1`09 lbs RLL 3946 ILs RLL 755 lbs • Total Horizontal Pr duet Length 34 06-00 . Lead Sur:rriiary Lae : Z .lad Snow Wind :.Roof.Live "e eef >e.:irriOtiog, _ Load Type_..r 'Ref _ :.Start End c:90%c 9O% 115% 133% •':125%.: : Tnb. 1:..'. 2nd floor. Unf:Area(psf): :.•Left :_00.00=00 .34-06 00.: 4.0 :12 .::r .. 1-2-06 00 2' ': wall' : -.: ,::Unf. Lin:.(.plf) . s:Leff u0--0u-O0 34>06 00 ,. 3 ,sro.of" Urif Area.(psfi Left ':;0i1,"O--00 :34-;16--00::. • • 15 • • 30 .:06 00=:00 Load Disclosure Controls Summary value • %4llowable Duration Case Safi Location Completeness and accuracy of input must; V°a:, Moment • ' ; 30004 ft.-lbs 5'.5% 100% . 14 , ,'1_ i terniai be verified:by`anyone who would rely en iger Moment `-3 389 j ft-lbs 60.5`>° ,.100% :1 :1 Rigt.7t . .output as evidence-,of suitability for Fnd Shear ".59.37!hs :37.2`/0 .100% 14 : -1,-Left particular application.,Output here based Cont. Shear 8852.Ibs 55.5% 100% 1 .1 -Right on building code-accepted design Total Load Deal. LI379(0.Fr32`'). 6 i.3a/o 55' 1. properties aodenalysis methods.: � . : 'e r r a, ;Installation of B01SE engineered wood tv:e toad Deft.. .,; 1:'546 <(0.4.45") 65.9./0 55 ;.,1 _ products rr,usf,be in,accordance with ...•. 55 .2. focalNE;i7. Deft. -Cl l�72" . • 2C:5"/° , : current Installation"Guide and applicable Mdx Deli. • 0.642 64.2`'%0 55 ; 1 building codes.To;obtain.lnstallation Guide Span/.Depth .15 2 . ,. n.a ' ' sk:ques ions.,plea s'e call : .; (888)2..340056 t2fore'nsta llationz " °A A.Ilrrw %'Allow Be CALC®,BC FRAMER® AJS"' Bearing Supports Dim (L x_W) ' Value Support : Member Material ..•ALLJOIST®,.,BC RIM BOARDT',BCI® 80 . ' Wall/Plate 3:=1/2'.x 5-1/4" •: 8817 lbs 112.9% • 64.0% . Spruce Pirie-Fir r BOISE.GLULAMTM';SIMPLE FRAMING • B1 Post 7'.x 5-1/4" 22438 lbs 0.6% 81.4% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM :. 132.•••:. -Wall/Plate 3=1/2"x,5-1/4 5407.Ibs 69.2% 39.2% Spruce-Pine Fr : VERB®�TRAND�IM®R _ , .. _ SA-STUD®are':: .•' . trademarks of,Boise Wood:Prod.ucts, Cautions `- .: L.L.C.: Bearing length at bearing BO should be at least 4". Bearing BO cannot support a load of 8817 lbs. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. . _. . _ . Notes Design meets Code minimum (U240) Total load deflection criteria. � 4� Design meets Code minimum (U360) Live load deflection criteria / 6 j•--` Design meets arbitrary(1 ) Maximum load deflection criteria. ,-j r .Lr- : PAI IL V. n\ �h�' Cp L' g v.\r A 1�n.t S SJz.C.'-rt on". �!'�a t! 41r� SC'`] �' a1 U • r;l - j( i UI�AL t°'Y4 e m �1 No. 35334 $: c ' 5 � 123.E I�4 V. W lox 26 S 144:>14 > !2 4 i n g o (-2-- z`o1 . M2 = �9 'k@ �,. . _8, 69'k > 34,k ok Page 1 of 2 r ON' . n Double 1-3/4" x 9-1/4"•\VERSA-LAM®'2.0 3100 SP Floor BeamlBeam 13. :BC CALL®9.5 Design Report'-US 1 span j Nocaa tilevers•j 0/12 slope • • :Tuesday, December 11, 2007 19:38 ' Build 91 , File Name: BC 2889 3- Z x l o OP- ....lob Name: DeGraan:Residence .Description: Beam 13 •Address: 56 Rendezvous Lane Specifier Mk.= 5 2 4 3. .i �, 4.- 21 lit City,.State Zip:.Barnstable, MA . •Designer: Customer ,.• Duckham Architecture and Interiors .•.Company. Swanson Structural, Inc.;' . -Code-reports: • ESR=1040 Misc: job:2889 s_-L_: 7 _�_3__��._� Y 4 7 z�- 2 --- -_ Y ._L_S -L_ ' Y -S__�_. . ".._.S-_-4__�. .-.�_L�_ _ .-7 4 - —L_._Z.4 Y v Z 4 i—per_-9 �___4_ S_ ._Z_S -L-L_ 4 Y Y_�_X _._.._L 4 - 4_3 ... L__3 � L._ ,Y Y Y '7 7 "17 9. _Y. _7 _ Z., . _,_Y 1__ 4 jr T 4 .. / 06-O0 oo -- ______ —_ _ — B1 LL 1080 lbs LL 1080Ibs 'DI...996 lbs DL 996 lbs ':. SL 81:0 lbs • '...Total Horizontal-Rroduct Length=,06 00-00 •. . Load•Scuzlpt oita y :. Sa 1Lve1 cap Snow. 'Wind' Roof Live - • r. Dcsriton .. T LnadType . Ref trt End (0/ 71u 115% 133°i; '125% -.Trio. 1 2rid floor_ : Unf.Area.(psf) .eft. 00-00-00 .06.00-00., 40 _12 09-00-00 2;,,:': .pail Lint•Lin.-(pll) • ` eft 00-00 00 .0-00 00 ;,0: `::80 . . r/a 3. roof.:.: • :.`Urif. Area'(psf): : .,..L.eft 00.-0.0-.00 06'00-00 15 30 `:09-00-00 Load Disclosure Controls Summary '.Value %Allowable Duration Case Swan t oration Completeness and accuracy of input must P , MCrrert 4329 ft-lbs 28 4% 145% 2 • 1 InLetrial be veritied by-anyone.who would rei�r on s' _ En -•-Sht;ar ''21'5 lbs 29,`3% 115943 2 i ivet,; output as evidence:of:suitability:for Total Load Defl: : _.:•L11185 (0.061") 20.3% :" ,:: 2 1 particular application:Output here-based Live Load Defl. L/1809_(0.04") 19.9% 2 1 on building code-accepted design M- x Deft 06 i" 6.1% 2 1 propertiF and analysis methods: ► ,nstallatioii bf BOISE engineered wood pars/..0tpt i - f .. n/a ' . 10 ``;,1 .produrS mist t,ein-accord ance.wdh . :::current.Installation Guide and applicable:, ,. . a/ % buitdin o Allow Allow 9 codes To obtain Installation Guide r3eartn Sty Otte Diin L x ni Qs!:t,aestions please call . g lr�p .. ( � Value . . Support ' Member: A+faf�snh! — before installation. f3 Hanger L'gad• n/a •: • 2885'lbs Unspecified n/a Hager ($ B1 HangerLoad.,..."n../a ::2886 lbs Unspecified n/a Har.►g er 88)ALd 005b g BL CALC®,6C FRAMERS',A iS , :ALL.JOIST®;,BC RIM BOARD°k;BCI®; BOl�f"`Owl AM SIMP LE FRAMING SYSTEM®,VE A-LAM®,VERSA-RIM Design meets Code minimum(L/240).,Total load deflection criteria. .. ..... PLUS®,.VERSA-RIM®, `Design meets.Code minimum (U360) Live:load deflection criteria: .:, VERSA-STRAND®,VERSA-STUD®are.: Design meets arbitrary (11 Maximum load deflection criteria: trademarks of.Boise wood,Products,..., Connection'Diagram • b r--d a 1 .I_. • I . ® -�e o i Z 1(.] sTRUCTURA 'L j a minimum=2" c= 5-1/4" No. 3533a minimum a.. 3. d m.'12 •('. t4s as3 Member has no side loads. : n, J''i ' t 7�� Connectors are: 16d Common Nails - .,17,=.-_:'l' . 0(1- 7 ., l l- f : Page 1 of 1 oz , , ,. • • '' ':..,'-,....i:;.,'t. ::.:':-:.,,.:.:, ' Double 1-3/4" x 971/4°"'VERSA-LAMe.2.0 3100 SP Floor BeemlBearni 14 : BC CALCO 9.5 Design Report-US 1 span I No cantilevers I 0/12 slope. -. .i . Tuesday, December 11, 2007 19:38. Build 91 . ,. . • File Name: BC 2889 Job NaMe: DeGraan Residence Description: Beam 14 ••..:..,. ..... Address: 56 Rendezvous Lane .,Specifier: -,..: :!.,-...::.... : ... .. City', State•i.Zip: Barnstable MA • Designer . ..;:: ,:.;:::, ..:•'.: . - .,,:,,,-,,:,.. ,..:': . . Customer • I ..,:Du:ckharryArchitecture and Interiors :-CoMpany::"..:SwansoRStrUctural,-.-Jnc ..::',--„:...-: y. ,•,..: .:::..::.-j: ::•.---: Code.lrepOrts: I :ESR-.1040 ,Misc: job 2889 ::' :::...' ••.-.. ,',i . 1...,..:_y_ .._y___*_____y_____y_y__y______{.____a , "1 __y____Y_X____27____M._T v 7.___•__v • YT LYT_ Z.......,VY V V...._ _V______Y____M .._Y--. v _M—..Y v V__... 7. . .._. . ... .. .. . _: . . .. . .. .. . . . . . . .. . . . -. -.. ..... .... ... . . , . _. . , ,— .21C__.4 V T. 7_ v V .._•Z v M._ 7 vY 93' V v _7_ . •77.7..V. : 1 1 . . 1 __T_,_f____T:....._.,7. X__7.Y-__,.. ..„.__1,_: . , _,...7_,:,.:7_1:„.:T.,..,.2E=._:77_7_,...:::27.......c__ ,..7,:..„7.7...r..2!..7.,:_ „:. ,_,.'7„..M...__T__v ' s____y__.L,__. _ _,___7.___...:7__..2.t..,......z..___:r I' ' ' " - . ________________ ________________ BO,?,;112"- . - • • • - . • - - - , . .,, - - : . ' -,-,:, .---.--,. ., ---, -- •- : - - - - -• - --. --B1,.3-1/2" , ,.,7. LL 730 lbs . LL 730 lbs D.L.1358-.1bs . . ' :, ,..--..:.. ,, . Dt.1358 lbs -.-.SL.975!t , • : - .... . _ ........ ..,. .....,.--...,.,,...... SL 975 lbs . . .• Total Horizontal Product Length...-----09-06-00 „.: ' . — ' --,....•L:§ad stioi n-jary. '',''.i. ,'-- -..-•'-•' '-.•••,•-', ',: -: - :::,,.,,-:-- ,,,,,,,,,,,,,,,. ,---.,'....::i-,.-: .:.-,,,-,- . :E: ,.....,..-,-...,.',;.-.,-.),mio-,:,,,,:--•.ppd•'2 Snow -: Wind '': Roof Live i:6besCfi,j'...ircni I 1-.--,....... ' :.- ..',. '...7..Liiad l'yp -:' Ref Start siat - ; tiiCi' '..7.T,:l100,‘ '‘......r.T:'-..00-44'.:::.'--115420713'ii125"%i.-;;: l'iiti'."7-. 1.:::', 2n:d floor:-...::' . •.:.Unf, Area (psf) . -Left•-,.:.-•:•.00.00-.00 .., 09-..06;-00'cf" ,40..I1;c :::.12 ' .. , - ..,..:',.:::,..;',.:..1 .c.i,00,00 _• ... :::2-:::::•,..,3:-.6'4airi,:e!iasat"be'aring BO --:,:-.',•(.:ariq.-pu.(ibs)'•"••:-:-..':: L.0-t 7:-.'.:::'04",,:op,00- .0409.-700:-.',.;:',---f 00 -•'''',,',E:j.. t3:--- ,.•-•-.0-1 0 '',-, -.•,-:::. nia---• -.f .... 3 7i.::::: a01 '''.'::.:'...:-.':-:': S.,. :. .r,.ijir.if, Lin. (pft):' , Left :•-•'-.00;.00L00,:. ,09.-I0600 ...:c.-.4...: ::-.:-1-oo. -::::':: .-•-..... ,::- ,,::•::::::: ;.:,,7:::•.' '".L• n/a .- 4, „,roof , I ". ' ' - "(inf. Area (0f) . Left , 007001-00 7,09,06-00 I-1 -L, ": ' '. ::,:15: -•'' 30 •,... ,:: :.•• 1 .04-'7,00-00Load ..., ..,:.: ' Disclosure . .. ::,;.::. .:, „.. .• .,. ,...'. : . ...,:Conti.o!s;SPinirriflifY;-.Vailie, ; .-. '-'-• . %Allowable -Duration - ' Case • 5p1.an Loatiori, ComPleteneSs'and accuracy of input must •- Pc. Merrient ::' ----.:-.. .1 000G ft lbs . 65.5% 1 15% :: 2 I--Internal be verified by anyone who would rely on '-'' ,E.ndStlear ,: -,.. ',-;,,.-.. ,,,1.2701 ibs • : 38..2% , 11 5% : ,..'..: 2 „. 1:...L.eft.,:.::. •:„:,..,-,:::,,PYtput as'eyidence of suitabili1y for, . . Total Load Defl. uaai (0.277") 61.4% . : 13 1 •particular aPplication.Output here based " T -,... . .::::. . ....-- .:•":. on building,Code-accepted design . . .:. Li,..ie:,.Load Dell..,:: . .'": -..,11.67:41(01161") .: -, 53.4% , .= : : 1 '• „I:3 • 1,1-„....:-:-...- . .-:, . ::.- -=--.-•-."- ..,...:- properties.and analysis methods. ::•:,.f. s.7. :.'17151--.- .---,. : -• ....-27.7% . , • - .. • '.:13 •.. ' i:‘,.'::,*., ,..' ': ',•- -..,!:tristailatierl'of-BOISE ef1gineered:wood., , ,',---•, - • . 4 Detitt,T).-- .-.,,:: '., , ..,:l 1:7.::":. :.-.1-„,... . -: . nia ::0 11.:::•; ";..I.,:•',..' '' ::11---prOdtcts mu§t-tie in accordance with .. ... . : . ..•, -•.... -.-... .. • " • -• "Current InStallatidri Guide and applicable. • : v Allow '. :: ..,,,-,=, .„:::. .-.. ...:.:,,,,-ouidi.,g,:i..odes:ro obtain Installation Guide :„.:.....:. .. or aoic quetions,.please call -- ... , T -T :', 60,.aring SuipiitiF4-:.: blrir,(P...x WI • .- Value -Support -,Member iViatelial- • • - ; (888)234-00,56:before'installation. . - '"...:80;-'.'-',T Wall/Plate . -3-1/2"x 3-1/2" 3063 lbs :. 58,8(1/0 :,. 33:3% Spruce-Pine-Fir, .. „_-,:. .......-.H.,, :•:: ,, ,!:-, , ,f .. : ..: .. .:::,..B1,---:.,•.',. °At?Ii/Plate...,,,;,,,...3-,112,'xv.-3,1/2" . 3063 Itps 56 8% , 3:3'°./0 SPruce,-Pine,-Fir . BC ALC® BC FRAMER®,AJS -',-, - i.:,i.',',..:::•-•:.•,--„...::,•!,:Cii-::-:.:71.-,-:;.•.*::•:* -2,:.::, : •' : :-..:•: • -- • :..:,'''' . -.— -..- ' -, - .. - .:.-...--- ----- -..;ALL-J071®,.',.Bakliv1 BOARD Th.,;BC10 ' •- ' ' ' 'BOISE LILULAMT14,SIMPLE FRAMING ' Notes . . .. . " „ . . • SYSTEMO.,VERSA-LAM®,VERSA-RIM Design meets Code minimum (L/240) Total load deflection criteria. : : •. - • ..., -: -. ' -PLUS®,VERSA-RIMO,, Design meets Code minimum (U360) Live load deflection criteria. -.,..,.:.;..'?..: VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1"YMaximum load deflection criteria.. ' ,.- • • • -- :-trademarks of Boise Wood Products _ .... . , . „.. . . . . . . Connection Diagram - . • •• • ci b ho-- . - 1-.--..cl .--i • ,. . . ...... • a pr—. I .,..:,'. , I. K.{ '• _ 0 • T .e • . . • .- . :.::,•. 4 ,..--..: 1 ' ' ::. • ,:.,,,,,,,..:-.117,1-..f.:71-.1:,_',,t:;17,,,..:„...,L., . , . I. - I .• '- ' ' 1 c ...,,,,,,......:1 : . ' -' '-',- ,..,-;‘.,',•-• . -..N.,:,,,-.';‘,..,:, - : I . r.1, : : .,7-.':',-,-,=. 1 PAUL Vi. \'':•f'•:„.%'..t. `c.,1,2:':-1 ,ni,•••--A,1 '••••••••.••1 .: : ' . • • " ' ;-.:%i.p.r.,:;, f:-..v...,A,,c.......-.,r,.. ‘.....:•,...;,, • '7.-.'i c"'PL.11:-.1 URAL . . . • - •''•-•••`‘ `-n ' ,-•;. „; ;• ,,, t, No. ;•2.•.5.33.,+... i 15:: .. . a minimum.=2" c LT 5-1/4" . b minimum= 3" d= 12" , • • - . ,;.-„'. '_ ' 1 ,.1,',.! °I;;I....:v f tfq ty,. ',: ,, Connection design assumes point load is top loaded For connection design of`side-loaded'point loads,. ',... :. s.-.-i;:-- please consult a technical representative or professional of Record... , . Member has no side loads: . . . 2.%-vrt- 0 . t Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails • . . ., , . ,.. . . ., . - . ,.-. . . - -... • . . . . Page 1 of 1 I , - n • `Triple 1,3/4".x 18" VERSA4.ANI® 2.0 3100'SP Floor EearrilBearn 15 BC CALC®9.5 Design Report US 1 span l No cantilevers ` 0/12 slope .- . • ' Tuesday, December 11, 2007 19:38 Build 91 , - - File Name: BC 2889 LVL boo �. EP .lob.Name: ' DeGraan Residence ' . Description: Bean'-15 Address:• •56 Rendezvous L.ane Specifier: , U�: S.r.E.. �10X 9 City State dip: Barnstable, MA Designer: . .. , ' .':Customer. Duckharn Architecture and Interiors Company. Swanson Structural; Inc: .. Code reports: :FSR-1040 Misc: job 2889> . . ... 4 . L-.-Z' v 9,. 9 9... 7 _9- 7,.,9,_4 ?.. T _X__:S_L._Y Z Y_ ___Y. :L_._L..7 ..Z__4__:-Y"._.._3_2.:..."`.._...X.__T.._'__!.__Y_._Z. .7-_._ 9_"Y Y__._L-Z._. BD 3 1/2:' .. B1,3-1/2" • Li. $lbs. LL 2638 lbs DL 2908 lbs . . DL 2968 lbs SL 1515 lbs Si_1515 lbs • l °yr ri,S • tl2'.;: ,iX.3..r�x3/4�. Dial Nonzontal Product Length-;18-06 00. Li d Bur sar r;. a. • ;,. w_e'. 1J , d .....Sriow..,. _Wind ..'Rnaf,Live . �dSr Ta a'a c fr.�ie•rs i r r,-rsf Type'.-::- ifief. Start Ord • .�. 1(dG�iu 11i� 115°ro 133% 1Ls°rk Trib. 1 Standard Loa'1 . U if.Aa ea:(psf) Left 00 00-00 :18-06-00 40 `12 ',0104=00 2.: i3eam 12-a1 bearing 92 C'nc. Pt.'(ibs) Left . 09-03-00 09-03--00 ""32t09�: 1442 755 ..: ."'"n/a 3: :team 1,s_at bearing BO Conc. Pt. Ms) Left 09-03-00 09-03-•00. 1080 996. 810 n/a 4:: wall;; Unf. Lin, (pif)' Left,. 00-00-00': 18-OE:.:00 O. t00 - r f f::. "Unf-Area'(psf) Left :• 00-00-00 ``18-06-Oaf.` 1.5 :-30 " -'04-00 00: Loan Disclosure Con.r'oLs Sunii a,y Value -. %Allovieble Duration Case Span Location ': Completeness and accuracy of input must Pp.ti" ","oment . : 48471 1 ft-lbs. . :60.2% 115% 13 . 1 -� Internal be verified anyone who would rely on..... I-rl , i}:;1 ' -;64 „ lb; o,. , 3 i:1 ;r. 1 i 5 70 1 Li ft output as evidence of suitability for 'l' kt s.. .:n^ �.DG fit, �i E J (0.4791 S _�iaJt •. ' 2 "l particular appa.ation:Output here.based.:: .... ..sr;' i.. -` . L i 4.1 (fl?�?°' ... 4$.6% 2 1 on building:code-accepted design M: ?s f1.: 0 l9".: t 47.9°fo 2 1 properties and analysis methods" a;`arn/ 'cpttr .. - :.12 :.. nla 0.; 1 lnst illation of€BOiSF,engineered wood • .- ' ' pf;.,ducta most;be!n:aix-.orciante with'--. nt Installation Guide and appd'cable . %off"'Allt3w', - m Allow •". 'bu g din codes.'To Obtain Installation Guide .o - pearrR6 Sy f t i Chia L x W) Value Support Member Material or ask.questiors,please Dell ,.. ��O ' .., 888)234-0056 before installation, .B0 .Wal'/PLLte +-1/2"x 5-1/4- 7061 lbs 90.4% 51.2% Spruce•- �irie•f-ir ':.. . B1 Wall/Plate. .. .3-1/2".x 5-1/4" 7061 lbs 90.4% 51.2% Spruce-Pine-Fir . BC.CALC®,BC FRAMER®,AJS^'', RDA BCI BOISE GLULAMTM' B�3i�tf� SIMPLE FRAMING -- = SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (L/24Q) • Total load deflection criteria. .. `�'--• - - PLUS®,VERSA-RIM®, Design meets Code minimum (L/360) Live load deflection criteria. . VERSA=STRAND®,VERSA-STUD®are • Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, , Connection Diagram �g L _ a". 1 -f- -- -- -� ---r- 7 1: t�:a e- vtVG. �w1 5lt,ep �-" •,iio -I e ea ® r 1 -1 0 r p . • . W(0)c'31 I r 209 111 > I?t 1�4 c ,. a minimum =2" c= 13'° ,1 b'minimum rt 3" 12'' 1 tC I!x ".:: A eminimum=3" MIL' 115�5 4$•�j. . ' raK r „ti' ti/r s t' b' ,+ ,?„ Connection design assumes point load is`top-loaded'. For connection design of`side-loaded'point loads, ,, ,,, f. S,d�,,3 i.at J \ • please consult a technical representative or professional of Record, ' ; ,6 y I;'i URN t�3 s; Member has no side loads. i� \ No. .5336 ! Concentrated loads are not considered in side load analysis. ' r'4 �ae`to` � � .A- on�ne o fe: 16d Common Nails ' r /wf3 Y.,y./L (2. 4n7 *. i N I'` : Triple .1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam\Beare 16 BC CALC®.9.5 Design':Report- U.S . • 1 span j No cantilevers:j 0/12 slope Wednesday, December 12, 2007 07:55 Build 91 File Name: BC 2889 LAVA- le, &L s.f Job Name: DeGraan Residence Description:Beam 16 • Address: 56 Rendezvous Lane Specifier: ,. , (/Sa.. .' 5 .. City, State Zip:.Barnstable, MA Designer: Customer Duckharn Architecture and:Interiors Company: Swanson Structural, inc',; W14 K 4.; Code reports: 'ESR-1040 . Misc: ; job 2889 . 7 3. _3.— _—S..__._.—._.s_. ._.._. .__.-:P.__.S_...,_Z_..__.Z-_�---L_.,Z__S_ l u• 21 Qo — — -.... LBO a`:: B1,5 1/4' LL 3360 ibs LL 3360 lbs DL 5685 lbs DL 5685 lbs SL 6930,lbs.. .. .SL 6930 lbs • • Total Horizontal Product Length 21-Q0.-00 • Load autri.r1ary _ Live Dead- Snow :.Wind :Roof Live Tint Description Ldari T ae Ref. ' Start `End 100%6 90% 115% 133%' 425%: Trib. 1 2nd floor.. lJnf.Area:(psf) Left .': 00-00=00 21-00=00 40. � :12. - 0.8-00 00 .2. wall . ... .:• • .Unf:.Lin. (p!f) Left 00-00=00 . 21-00=00. .. . :.0 : 80 ;.,, , ..n/a ' '3 . roof - ,:tJnf:Area(psf) Left -00-00-00 :.21-00-00 ' .-15 ::.:30 , : : - .22--00-00 • C oatitrol.S Surrima .lalue: %Allowable Duration Case San Location Compl ten Disclosure a � P Completeness'and accuracy of input;must- P:os :Mnm'—nt . 77 985.ft lbs .56:2% 115% 2 1 '•Internal . be verified:by anyone:who.would rely on• Frid aheac 1226. ins 4.4.6% 115% 2 1 :::Left'.r ,: :. ':output as evidence of suitability for Total Load Dolt. !. z.:'1 (0:476') - •47.0% 2 1 particular applic<ation::Output here based Live Load Defl. LR93(0.307") 45.4% 2 1 on building code-accepted design l�.t,l.'i fl. /,4T.a` 47.6"Io 1 properties-and analysis methods. .. Installation of,BOISE engineered wood ' ;Span L Depth .10 1 ri/a 0 `1 . products must be in accordance with current Installation Guide and applicable %Allow %Allow .building codes.To obtain Installation Guide 'ante Stlir Ctirk.� Dire L x'i�f Value :Support Member Material (8 ask questions please call i ::. _ ..._� E p (888)-234 00b6'before installation. ts: PCISt . 5-•1/4 x•5 1/4" 15975 lbs 19:3% 77.,3% Versa-Lain 1:7 . Ell Post . :5-1/4•"x 5,- /4" 15975 lbs ;19.3% 77:3% Versa..Larn 1 7-: <: BC GALL®,BC FRAMER®,AJSP', .. ALLJOIST®;BC RIM BOARD"",BCI®, C� �E�n u BOISE GLULAM'k' SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®.,VERSA-RIM®, :Column:•at Bearing"Eli analyzed.for bearing only, column analysis has not been performed.:: VERSA-STRAND®,:.VERSA-STUD®are • trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Ar43. Design meets arbitrary'(1") Maximum load deflection criteria. - . , I ; A/aa� Connection Dias ram i 5 n Pt IL W. G,t �h' d �{ i w. Sv'vAVSON A 1. ' -� •r 1 F.1 a s—muuruRAL c,1, a �_.; lI 'I ` e t,l✓a iev./- c SR.am,�'"ees1., No. 353'34 io .T V C ,h_,% !r 1 _ —_. Pitf .� .1 v%., ' 21 ( A / " 7 ! 'a�� a minimum =2" c=9-1/2" 1/v)4X43 L ; 4Ze2 %),1 . > +17. °K b minimum =3" d= 12°' e minimum= 3" e Nailing schedule applies to both sides of the member. Vl R. I/ ,> 7b aic. Member has no side loads. Connectors are: 16d Common Nails 1 Page 1 of 1 • e "r ,1 `� • :-M Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Eearn1Beam 17 BC CALC®9,5 Design Report-US 1 span j•No cantilevers I 0/12 slope Tuesday, December 11, 2007 19:38 Build 91 , File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 17 Address: 56 Rendezvous Lane Specifier: City, State,Zip: Barnstable, MA Designer: . Customer:, ' . .Duckham•Architecture and Interiors . Company: . Swanson Structural, inc. . '. Code reports: ESR•-1040 Misc: job 2889 ' . ,i, -- - - _ _ ,.. ._S_Y�_..._ ._ v v _r..�_.�...__o T V—i_._c—. v T - - V T v—LS—s v .v s --�_ :.z_9 - _v.. v V v --r .. .. I -•_--- ososoo / __ BO,3-112" LL 437 lbs LL 349 lbs SL 1 DL.2913 lbs 783 lbs St_1 SL 2057 lbs .. 183 lbs • Total Horizontal Product Length 09-06-00 Load Summarty •-•` . rive_ Dead- Snow . Wind Roof Live Ta aDescription -Load'Type Ref. Start End •100e/° '._.90% ' 115% 133% ;125%` Trib. 1 Standard.Load Unf. Area (psf) Left 00-00-00 09-06-00 .40 12 01-04-00 2 Beam 07A at bearing B0 Cone. Pt. (Ibs) Left - 00-00-00 00-00-00 140 2198 1620 . _:. n/a 3 Beam 07A at bearing B1 Conc. Pt. (lbs) Left 07-00-00 07-00-00.: 140 2198 -: 1620: n!a Load • Disclosure Contrails Summar,.y'value %Allowable Duration Case Span L ocation Completeness and accuracy of input must Pus Moment . 7879 ft-lbs 51.6% 115% . 2 1 - Internal be verified by anyone who would rely on ,End'Shear 3191 lbs 45.1% 115% 2 1 -Right output as evidence of suitability for . Total Load•Defl. U529 (0,21") 45.3% 2 .1.: particular application;:Output here based Live Load Defl. U1112 (0.1"') 32.4% 2 1 on building code-accepted design Max Defl. 0 21 21.0% 2 1: properties and aria ismethods. Span efi.nth ` i�.:.. 0/o 0 1. .. Installation of BOISE engineered wood p Iproducts•-must be in-accordance with - . current Installation Guide and applicable ' %Allow %Allow building codes.To obtain Installation Guide BearingSupports Dim L-w) Value - -Su• pport --Member --Material : ask0 questions,plea or .questio se call B0 . Wall/Plate 3-1/2 x-3 1/2" 5407 lbs 103.9% 58.9% ` Spruce-Pine-Fir t888)2 = 056 before insta installation. B1 Hanger Load n/a 3254 lbs Unspecified n/a Hanger BCCALC®,BC FRAMER®.,.AJS'TM,. ...._ .. '` ALLJOIST®',BC RIM BOARD"",BCI® Cautions • BOISE GLULAM"'",.SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing B0 should be at least 3-11/16". PLUS®,VERSA-RIM®, Bearing B0 cannot support a.load of 5407 lbs. - VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (LJ240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. • Connection Diagram ` 0 - fil b_r.,_ a - - — -.._ tj�'� PALJL W. o 4--� • • • --. i��`tll S,�VANSON �_",�3, Z.18' STRUCTURAL Z'i No. 35333. a minimum= 2" c= 5-1/4" /7i ( al b minimum = 3" 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. Connector are: 16d Common Nails Page 1 of 1 !- . ,. Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Eeam\Eeam 18 BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Tuesday, December 11,2007 19:38 Build 91 u File Name: BC 2889 Job Name: DeGraan Residence Description: Beam 18 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Barnstable, MA Designer: Customer:. Duckham Architecture and Interiors • Company: Swanson Structural, Inc. Code.reports: ESR-1040 Misc: job 2889 __Z_-T T 1. T 4 LT 4 s 1 T S,$_Y 7 -L._.Z�_7______T_ T T T T T____Z___T T T T T T T T T TV VT T _T s T 9 T T T T T TV .,. . ..,,„3 15-00-00 B0,3-1/2" B1,3-1/2" LL 2700 lbs LL 2700 lbs DL 3887 lbs DL 3427 lbs SL 4272 lbs SL 3425 lbs Total Horizontal Product Length= 15-00-00 • Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 15-00-00 40 12 09-00-00 2 Beam 08 at bearing B0 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 2260 3292 . n/a` 3 Beam 08 at bearing B1 Conc. Pt. (Ibs) Left 11-03-00 11-03-00 2534 3730 n/a 4 . wall Unf. Lin. (plf) Left 11-03-00 15-00-00 . 0 80 n/a 5 roof Unf. Area (psf) Left 11-03-00 15-00-00 15 30 06-00-00 Load Disclosure Controls SUmmM8v. Value %Allowable Duration Case Span Location Completeness and accuracy of input must .'Pos. Moment 27803 ft lbs 75.8% 115% 13 1 = Internal be verified by anyone who would rely on End Shear -8482 lbs 62.3% 115% 2 1 -Right output as evidence of suitability for ft,tal Load Defl. - U254 (0.686") -94.3% 2 1 particular application.Output here based Live Load Defl. t./384 (0..454") 93.7/o 2 1 on building code-accepted design ro rties and analysis methods. Max Defl. . 0.686" 68.6% 2 1 Installation of BOISE engineered wood Span/Depth 14.7. n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports_Dim.(L x Wj. Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" __ 10859 lbs 139.1% 78.8% Spruce-Pine-Fir (888)234-0056 before installation. B1 Wall/Plate 3-1/2"x 5-1/4 9552 lbs 122.3% 69.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTT", ALLJOIST®,BC RIM BOARDT'",BCI®, Cautions SYSTEM® GLULAMT'" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing B0 should be at least 4-7/8". PLUS®,VERSA-RIM®, Bearing B0 cannot support a load of 10859 lbs. VERSA-STRAND®,VERSA-STUD®are Bearing length at bearing B1 should be at least 4-5/16". trademarks of Boise Wood Products, Bearing B1 cannot support a load of 9552 lbs. L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ` c ' PAUL W. ��;:.,. S ANSON 1.t'.k E STRUCTURAL zA ff , 8 - No. 35334 tr cT 42' '%r> rift i,", 44 /2-(2 0? Page 1 of 2 _ � - Triple •1-3/4" x 13" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam 19 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Wednesday, December 12, 2007 08:54 Build 91 Auf File Name: BC 2889 /-V L 'ivo Job Name: DeGraan Residence Description: Beam 19 l/SR• 51`eiQ Address: 56 Rendezvous Lane Specifier: City, State,Zip: Bamstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 YT T T , , . i _ .T T Z T Z T T v T v v T 'f + 7 v .v y • 20-06-00 BO,7" B1,9-1/2" LL 9907 lbs LL 16551 lbs DL 4793 lbs - DL 9485 lbs RLL 1509 Ibs -•.. RLL 3945 Ibs Total Horizontal Product Length=20-06-00 • Load Summary Live Dead Snow Wind • :'Roof Live Tag Description Load Type Ref. Start ' " End 100%' 90% ' 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 20-06.00 40 12 13-06-00 2 Beam 12 at bearing B0 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 4428 2880 1509 n/a 3 '' Beam 12 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 10960 7532 3945 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 33748 ft-lbs 48.2% 100% ' 1 1 - Internal be verified by anyone who would rely on End Shear 5874 lbs 32.7% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U524(0.441") 45.8% 1 1 particular application.Output here based Live Load Defl.• U707(0.327") . 51.0070 1 1 on building code-accepted design Max Defl. 0.441" 44.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow • building codes.To obtain Installation Guide BearingSupports Dim.(L x W) Value Supportor ask questions,please call PP Member Material (888)234-0056 before installation. BO Post 7"x 5-1/4" 16209 lbs 0.4% 58.8% Steel B1 Post 9-1/2"x 5-1/4" 29981 lbs 0.6% 80.1% Steel , BC CALL®,BC FRAMER®,AJSIM, • ALLJOIST®,BC RIM BOARDTTM,BCI®, Cautions BOISE GLULAMT'",SIMPLE FRAMING • SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B0 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. , VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes 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. - • 2 j.ZSxl03 W I0X9 L : 209 i.14 '> l-76 r-t4 0 ,- � t _�- R" a 0t 4,- •�3' '••'``• SWANSON N` A 1 STRUCTURAL l Va _a No. 3S3'4 j /rt / (� ? Lrf s'' r •,,"ZA v . . YvJ/�r , .;emu:-;� , V Page 1 of 2 .r , < .%_ Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam*Beam 20 BC CALC®9.5 Design Report-US 2 spans I No cantilevers j 0/12 slope Tuesday, December 11,2007 19:38 Build 91 File Name: BC 2889 3 - 2.)(10 01.4 Job Name: DeGraan Residence Description: Beam 20 Address: 56 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Duckham Architecture and Interiors Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 2889 1 v , , Z v Z Z Z 1 Z Z Z Z .1 1 V 7 1 .., T Z 7 1 T Z Z V V Z 1 1 1 1 V Z 1. V 29 09-03-00 E .1 09-03-00 B0,3-1/2" B1,3-1/2" 2" LL 835 lbs LL 2255 lbs B2 8505 1l lbs DL 250 lbs DL 779 lbs LL 2 , DL 250 lbs Total Horizontal Product Length 18-06-00 Load'Summary Live ='Dead Snow: Wind Roof Live Tag Description" Load Type Ref. Start • 'End 100% • 90% 115% •``'133% ''125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00=00 18-06-00 40 12 05-00-00• Disclosue'' Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1945 ft-lbs 14.7% 100% •-. 16. -2-internal . •• be verified by anyone who would rely on Neg. Moment -2737 ft-lbs 20.6% 100% 1 1 -Right output as evidence of suitability for End Shear 799 lbs 13.0% 100% 14 1 -Left particular application.Output here based Cont. Shear 1271 lbs 20.7% 100% . 1 1 -Right on building code-accepted design Total Load Defl. U1986 (0.055") 12.1% • 14 1 properties and analysis methods. ° Installation of BOISE engineered wood Live Load Defl. U2393(0.045") 15.0% 14 1 products must be in accordance with Total Neg. Defl. -0.013" 2.6% 14 2 current Installation Guide and applicable Max Defl. 0.055" 5.5% 14 1 building codes.To obtain Installation Guide Span/Depth 11.7 n/a 0 1 or ask questions,please call (888)234-0056 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM' Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM',BCI®, BO Wall/Plate 3-1/2"x 3-1/2 1085 lbs 20.8% 11.8% Spruce-Pine-Fir BOISE GLULAMTM',SIMPLE FRAMING B1 Wall/Plate 3-1/2"x 3-1/2" 3034 lbs 58.3% 33.0% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B2 WalUPlate 3-1/2"x 3-1/2" 1085 lbs 20.8% 11.8% Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram ,. ,,,_£s Llbr...- I d--_-, f C �.' ii. `r,..iLIC CI^AL i . , . q a minimum =2" c= 5-1/4" � ;.;,, 4 b minimum = 3" d= 12" /2 fZ 07 - . Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 . ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -2-1g ParcelO'51 3 Application# OW 0 Health Division Date Issued OJ Conservation Division v% Application Fee St Tax Collector • Permit Fee f ta"c Treasurer P-F Planning Dept. , Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 56 RP_f1cteZVO)S Lane. Village Bacnt+able o/ Owner Pa'Iricl a De&raar) Address Sze 1de,aa� Lance ' Telephone Re.p — "S • b e:1an� o .S 4 W—(o 5 4 Permit Request dimming J t cel,a\Ni 1A-Whon 40 k ck. ca.is►n C g�`� end 4crn us-in 81-O" -!a te'-O", AIlin on a act Mains cons4rulia'n c5P c, &&aics) acIdtk,er► ok rnai i drain 2. vildi niA ce aul coy J 1 CE 7O Rernri I' i iNs IS Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 4 to,5,oo®.s Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# v —Recorded❑ - '—. — M---__-s_ Commercial ❑Yes 0 No If yes, site plan review# Current Use 5uihncnIci pc-61 Proposed Use .Sairno._ BUILDER INFORMATION Name \iia a A c;ta�LS Telephone Number Wb 7")t- 3457 Address 110 Rb l Lie. License# C_S "71e 2 Naonl S II MA OZ4081 Home Improvement Contractor# 14 te4 3G Worker's Compensation# ii CIPO21800O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN"" 1 SIGNATUR !� DATE �f��la� 1/�OZ� f�./19�5' I. 1 FOR OFFICIAL USE ONLY. . APPLICATION# syy , ' f, DATE ISSUED , } -I MAP/PARCEL NO. w, w _ ,... • • ADDRESS + "~' VILLAGE '` OWNER •• - -- Sr DATE OF INSPECTION: -' _ FOUNDATION _ ; : , , FRAME l' C C_ ®re_ 4 �---c �,P.rz--_-,-- INSULATION FIREPLACE ,z. �, ELECTRICAL: ROUGH FINAL ' ` t PLUMBING: ROUGH FINAL -,•'. ' I " . `, . . I GAS:.ir FINAL ROUGH FINAL - r ' BUILDING ~* DATE CLOSED OUT •� it ASSOCIATION PLAN NO. 0 UI ': -108 14:50 From:J.J. DELANEY,INC. 508 420 6856 To:1 508 771 3496 1 P.1'1 k. , t� l Aug. 18, 2008 2: 17PM Vic) a Assoc ates Vo, 5042 P. 1 0 Town of Barnstable Regulatory Services ' � , Them'F.Geller Director Building Division ' Thomas Parry,CD Building Commissioner 200 Main Strout, Hyannis.MA 02601 .www.town.berasteble.me.ur Office: 508462.403E Fax: 5011.790.6230 Property Owner Must Complete and Sign This Section If Using A Builder ill tg/60-/- / i "i►II Owner of Inc subject property hereby authorize D A to act oa my behalf, in all matters relative to work authorized by this building permit application for. ' %-% thikixzpeasiA)JEl1 /4 DD Rt/U(JUi¢7'io1�CS (Address of Job) • Z, )edz,,,,,.,) ? /sl ZU1v Signature of 0 et Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ! . Map Parcel CS I 6 D CC Health Division Date Issued a� Conservation Division 0(-- Application e 'Bo Tax Collector Permit Fee ®, Treasurer 9 r l 44, Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis . Project Street Address 54 a IL)sal gz l/Ol.L6 -Itek tug Village 6/4/L4.I6,-ighhL Owner t_ct f- lierrie.164/4 Di na-)4 4it Address 6 )14,f Telephone 5o2- '420 to 5S5 G,0it.f1l 1 JT P 1i41vo/ Permit Request p LAtE,_ c4,&6/ cvlvdB1,tr' w/ 172,1iD!„A be kJ 1 i, a , ifmr/ JL/fl ,6Ohh/ih1 Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay (10 Project Valuation Construction Type 35OO Lot Size 3 t 3 gC/ZC.5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure iq 70.4 Historic House: ❑Yes ,P4o On Old King's Highway: A6s ❑No Basement Type: Full J .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 9 Total Room Count(not including baths):existing new First Floor Roorn Count m Heat Type and Fuel: 'Gas ❑Oil U Electric ❑Other o ,_., Central Air: 'Yes ❑No Fireplaces: Existing New 0 Existing wood/co I stove: � I Yes . to CD Detached garage:❑existing ❑new size Pool:Oexisting ❑new size Barn:❑e isting -new sjze Attached garage:gexisting ❑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 - — _ _ _ _w_ - � j� BUILDER INFORMATION Name \i/Cz-�� , / AJE Telephone Number $b (12-0 6 5 Address de)� q,'// Mal M UI J License# G 5 0019 6 Alips-rbid5 bkiii Nye' 02-6 V ' Home Improvement Contractor# /Ls Worker's Compensation#WGZ-=3/5-3 JS 1©I —i 7 ALL CONSTRUCTION DEBRIS RES TING FROM THIS PROJECT WILL BE TAKEN TO fyl }C,eoyte,e 664t)tly4 L_ 4 SIGNATURE DATE Z. - P-CO, F x 1 FOR OFFICIAL USE ONLY .. APPLICATION# r / }' DATE ISSUED r MAP/PARCEL NO. - • fr .1 ADDRESS VILLAGE to OWNER ' DATE OF INSPECTION: FOUNDATION 1 FRAME ; (I. 7//®/0j INSULATION - FIREPLACE . ELECTRICAL: ROUGH FINAL . • 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t . FINAL BUILDING DATE CLOSED OUT _ , • ASSOCIATION PLAN NO. r , . I ,r ., ►�,,,ti Town of Barnstable �►.1/•1 Regulatory Services • � ` Thomas F.Geiler,Director _ �Fo ,.4A`` Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:- 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, At ; i,9 I 6E'•,/,9 h , as Owner of the subject property hereby authorize` 71 0,i7 ,DikAityto act on my behalf, in all matters relative to work authorized by this building permit application for a A) 4'2OiU4 n ttilcaeilts hiA . (Address of Job) (2—e-z-f-L---- - 0/- ,ir / ,?-yie,..,...) //- D 6/ Signature of()wait Date /fie ie/1/4 /7 -e C: ,4/4 n Print Name If Property. Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. .1 1 1 ff TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4/,,,/S Map / .Parcel D 3 fI - 063 Permit# / 171 7 Health Division 54354 � '��\ 1\1103 ` '"' k Date Issued / 7 flee��,®)®�¢ Conservation Division 1 i 1?/03 Cf `'t.1;,` ` N.\ 119 Application Fee L o v Tax Collector � � �� ._.. Permit Fee Treasurer e1 f„�;•; U�? ��CANT CONNECTION'PERMIT FROM INA SEWER Planning Dept. ENGINEERING DIVISION PRIOR TO CV Date Definitive Plan Approved by Planning Board ISTRUCTi ON Historic-OKH Preservation/Hyannis Project Street Address 56 Rendezvous Lane Village Barnstable Owner Mr. John Krainin Address 56 Rendezvous Lane , Barnstable Telephone (508)771-4498 Permit Request Enclose existing covered porch. Winterize to extend dining room and kitchen. /7ze ) ///7/7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $50 ,000 Construction Type Wood Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family El Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full 0 Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing ❑new size Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site-plan review# Current Use Residential Proposed Use Residential BUILDER INFORMATION Name E.J.Jaxtimer, Builder, Inc. Telephone Number (508)778-4911 Address 48 Rosary Lane , Hyannis License# 003251 Home Improvement Contractor# 110609 Worker's Compensation# 0067201 900 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Macombers Dumpster 'i SIGNATURE Iw /� DATE / i7 a3 FOR OFFICIAL USE ONLY • PERMIT NO. ' DATE ISSUED NIAP/PARCEL NO. ADDRESS VILLAGE • � OWNER DATE OF INSPECTION: . . FOUNDATION FRAME /E AJ'n A7/'2 2/ V INSULATION FIREPLACE r` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - --- GAS: ROUGH FINAL FINAL BUILDING f / DATE CLOSED OUT :ASSOCIATION PLAN NO. h . • f t� PROJECT )-6C�) T 1e D� NAME: 1� C' )Ibc-C)/") ADDRESS: SSG 5l� .e z Ubvs -�^-2- 6.r 5 -ctb`.< PERMIT# C.Q 3 PERMIT DATE: 11 M : � 1 q - 03/ poi LARGE ROLLED PLANS ARE IN: BOX 0 SLOT Data entered in MAPS program on: 7 3 I ( 3 BY: efee----- q/wpfiles/forms/archive / ° ,11/17/2003 11:12 15083759101 KRAININ PAGE 01 11/17/2003 12:20 5087754989 PAGE 81 r I _,, Town of Barnstable -"11Regulatory Services ,�, • Thomas F.Geiler,Director ':,;:,;,:it.t. * Building Division To Perry, Dultdfn8 CO i ,honer 200 Main Sties, Waco*MA 02.601 • Offioo: SOS46244038 Fax: 508.790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • ' j,T+G . ,as Owner of the subject property hergby autlwri2 e ,,,j 4. 11 r e f'ac . to let on m7 bebalf, iu all i t=relative to work atorixe� y s�lbu&] g permit epplicatioa for(address of lab) . 510 R.e&dt 2- v01 S , &fen S Ire. w r+II �� f o S'.r• 0 • r ta 35O¢n r,, .f a.i n in Tint Name . I F Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.5 Release le Data filename:C:\Linda Goodman\krainin.rck PROJECT 1TiLE:Krainin Residence CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE:1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:02/13/04 DATE OF PLANS:2-12-04 PROJECT DESCRIPTION: 56 Rendezvous Lane Barnstable,MA DESIGNER/CONTRACTOR: Kent Duckham Architects,Inc. 374 Congress Street,Suite 604 Boston,MA 02210 COMPLIANCE:Passes Maximum UA=213 Your Home UA=197 7.5% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA New First Flr.Ceiling:Flat Ceiling or Scissor Truss 410 38.0 0.0 12 New First Floor Exterior:Wood Frame,16"o.c. 695 21.0 0.0 25 Marvin Double Hungs: Metal Frame with Thermal Break:Double Pane with Low-E 131 0.350 46 Marvin PW: Metal Frame with Thermal Break:Double Pane with Low-E 33 0.330 11 Marvin French Doors: Metal Frame with Thermal Break:Double Pane with Low-E 92 0.320 29 CMU Foundation wall: A �~t r Solid Concrete or Masonry:Exterior Insulation 685 0.0 8.0 62 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 370 30.0 0.0 12 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.5 Release le (formerly MECcheck)and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building s b o g r than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. / Builder/Designer Date - J -0(if 2f@f2004 13:20 5087754909 PAGE 02 ir - 4u`&fGI 4:q04 Vi:4 1 191Y937591.01 KRAININ PAGE 02 ROUGH FIRST FLOORi--2x6 STiiD WALL ELEV Orp'� rr--- r, \\\ r is T&CG PLYW°°° SUBFL,OOR 2K10 016'r D.C. ALUMINUM FLASHING I PRESSURE TREATED ' !(.` • 2x4'S WITH SILL SEALER .. li. N ° 10" CMU, GRADE "Na. i .. J• .00.c A. TOP OF SHELF rr•It-+�-'"`�' . #5 VERTICAL /1,D0 c G ,, ELEV �-V.I.F. 11. . ' REiNFORCINC EAR 0 N _,, e:r:r,C_.._' -AI►wi:tli" T- r -ip.. rr . . II ALL CORNERS. prig f•t' ..� �i•l-f"4.74 i«� .�"-f o,f..0 re ., . 1 -_ USE 8 CUAGE WIRE FOR e/14 •_ _ .•_,,. ,.y.,;. ,�••—...- .r : f! HORIZONTAL JOINT REINF. � BACKFILL WITH ---' -' j II: a (PLACE IN EVERY CMU CRUSHED STONE I. 1 . II . . , COURSE FOR A FOUNDATION WALL)r. ' ' r- -COMPRESSIBL E FILLERINSULATION —✓42 , I . ` II / TOP OF SLAB'DAMPROOFING ELEV. V,I,F,II� ryrt x24rr ..�.. ir�.� II• .. . . '-T a ..n.� 1 e ° . .�..� �C � !d� .JI c 0 FOOTING `'"`, ,-�;no 4 +1` W_ _ • r • a*ile0;ti...74210._tAll A i i D.-'' w ° - w eIN 4' PERFORATED �` �."�! - ��* .1 .i! r 1.,! i=1 -,,4 j l= {„l�tl FOUNDATION�DATrO _ ,..., / d • W •w � l I I��i r.+sr`i I I W _ _1 I ,_( 1= 11—I 11- !11— DRAIN riTr (3) #5 —�- "� 2r_D„ REINFORCING RODS (coNT.). LEDGER AND FOUNDATION WALL AT DECK SCALE: NTS F .4 I....1. .. Ir, a 1r S? KE E5cA ./ 14 a /,,,//,p 8i// �� 1 /////// \7\ Fop. /las a ////,,.5 �"c, ter///. / -f- /////•{�. lz- i\in1^j i Y ,?,. ,'..53,. 6 �0, �V� all, p0. �. RVs ' ` 2 IL / o N. LP 46 21"E /' / 6' £Dce" �' `cr N6q• R = 40. 78' Fr_sgt L = 68.07' \1 �- \ OT 2 \� v, L 51 1 4 /4 • \\ m 52 550 3 � , \ vl D,' ..\ \\ .• LC,1' Jg alr A3 \ N• •-o \ \ 0I 20 ,` \ \ rf, .01 . \ DRt 56115 00 =_ tk' ! 5A 24 J a \� ,� PROPOSED / ,I55 rn • .. \ SEWER LINE _---_ D - \\\\`\ (AsER SITE��^/ l -- N E--' ,-,,,-_• _ PLAN)�_ .- , /! rr. ''� cS` v. 1 F� D L,Q T/ ��D R ! V E 0.re- 14 I C' 1 . N 559 m- N LOT 6,9 I o • Q635 1153 RES. ZONE 'RF--1" This MORTGAGE INSPECTION Plan Is For FLOOD ?,ONE "C" Bank Use Only • TOWN: _89.8N__T.6BLE REGISTRY OWNER: _WILLIAg W. & ISA 3Riz fL. _F15dif____ DEED REF: _2222.1&L4 BUYER: _JQifIV_. JQAN _KEA/A/A DATE: _6/,1.5/9.9 PLAN REF. 45_6152 SCALE:1"= 100"* FT. i HEREBY CERTIFY TO -A( BTL1Y fHEANEY 1 •,i-"''� THAT THE BUILDING of k••.tr`.,,; YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS "t' PAUL CONSULTANTS c- SHOWN AND THAT ITS POSITION DOES ____ CONFORM ' A, ' , 40B (SUITE I) , . • TO THE ZONING LAW SETBACK REQUIREMENTS OF THE S MD%TTHEW �;. TOWN OF ___8B 'N_STg$� AND THAT Na. mess INDUSTRY ROAD IT DOES_11J91'_ LIE WITHIN THE SPECIAL FLOOD HAZARD t to ` MARSTONS MILLS, M . 02648 AREA AS SHOWN ON THE H•U•D. MAP DATED_? ..404,C�'-tfa c TEL 428-0055 C....litA.ty-Pa ,el • 2.5000 1 0003 D ` '1V'!�••• FAX 420-5553 7. ....4., - • THIS PLAN NOT MADE FROM AN I STRUMENT 26706,4 > •Al A. IER 'I•E". Is Sr SURVEY. NOT TO BE USED FOR FENCES. ETC. 1 n • I rl in S. nnn •nf1 I'll I I%lnnn III l.L.t•n tInl I rnn-, AT tIllr, 1 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 40 31 c9 o Parcel , . Permit# :Cf:-5 604-01- Health Division - t< 1)2 Date Issued V '17 Conservation Division 3', /f /5 0 Fee 16 91, 9 Tax Collector 1.. . du/ 10-01 �> `1 I / 0 ' Treasurer C_• ., ICANT OUST OBTAIN A SEWER CONNECTION PERMIT FROM THE Planning Dept. 1 , `-� ENGINEERING OPINION PRIOR TO s a Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis f Project Street Address SG 'f� 7 Dt 2- Z0 S ,C,�-1 Village bF} IRIOs 6L ., Owner Jd44 Y 9"/ kie4/-iVii • Address �7(.� rb---Aii�6-2r/dUS ,<V. Telephone 7 t ' qi o a ,Permit Request 2 v'X WO ' S%�c`G 2E1�/FdRee". tl&/iT- ;PO o L 1 I Square feet: 1st floor:existing proposed 2nd floor: existing proposed Total new Valuation oP, 6O 0 Zoning District Flood Plain Groundwater Overlay Construction Type c- c_e_'( "'^ `: -pCSz'(. -. { Lot Size . /S A-- Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. 1 Z Dwelling Type: Single Family clID Two Family ❑ Multi-Family(#units) ' Age of Existing Structure F Historic House: ❑Yes ❑ No I On Old King's Highway: [ Yes ❑No qz q Basement Type: ❑Full ❑Crawl , ❑Walkout ❑Other J Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing • new Number of Bedrooms: existing new z Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:❑existing. ❑new size Pool:❑existing 2 new size a 4 x z!d'Barn:❑existing ❑new size 1, Attached garage:❑existing 0 new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ , Commercial ❑Yes , No If yes,site plan review# I I Current Use Proposed Use . BUILDER INFORMATION Name Licv,,5-7 -4 &U/IG/Ty,ddL-s ' Telephone Number 974- 3-6F2y0 . Address /b iti V'-1i rJ D License# di- O zio/9.,;,; 6a.4 i C-✓9 MA DlJa 1 Home Improvement Contractor# /0 SO SV Worker's Compensation# ✓ t`�7 1 J f 73...fi ALL CONSTRUCTION DEBRIS RE LTING FROM THIS PROJECT WILL BE TAKEN TO cwr` � ,� /- a•44� IGNATURE r DATE ? f. ' l�e�a-o , a FOR OFFICIAL USE ONLY r• - • > - • - } • " V6i�/ N V PERMIT NO. - DATE ISSUED -• * .-`- MAP/PARCEL NO. T - ADDRESS • ... VILLAGE _ ;' OWNER ,t' ` ,:- W ; ` 1, r r ' . -5 ii2,..g __.0. - ..., _ DATE OF INSPECTIO, w FOUNDATION 6 r�i — �� . ^ • i FRAME • It. INSULATION - , FIREPLACE r ELECTRICAL: ROUGH FINAL • _ -c.is as. . PLUMBING: ROUGH 7_'-> I'= FINAL - GAS: ROUGH FINAL ' FINAL BUILDING.-:, ' ...4 K.r• ' DATE CLOSED OUT; x 7 e. ' r 1 ' ASSOCIATION PLAN NO. ..- - • i (ieGf O THE Tp�� ` ',' The Town of Barnstable ssrnsi.E. • 'q, 1659. 1 Regulatory Services -7E0 ram+° Thomas F. Geiler,Director Building Division Ralph Crossen, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax!'' 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 2 O''(4 D /n/6-2 7&,J Pa v L, Estimated Cost 02 2• Od • Address of Work:S t' jE / /D/ 2 I/O 11-S .0 Owner's Name: l/Dd/A/ ,/2A/n//Ai Date of Application:/0//-d b • I hereby certify that: Registration is not required for the following reason(s): ['Work excluded by law OJob Under$1,000 .: ❑Building not owner-occupied DOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. i0//-00 — O 410 /9- Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map C 1 1 Parcel C 3 1 003 Permit# loo83 Health Division . .7 S Date Issued Conservation Division 7 a�2? Fee l 5 Tax Collectors 'ii , >. : Treasurer Cn' //'c 1 q Planning Dept. ~" APPI.ICANT MUST OBTAIN ASEWER CONNECTION PERMIT FROM THE Date Definitive Plan°Approved by Planning Board ENGINEERING DIVISION PRIOR TO CONSTRUCTION. Historic-OKH Preservation/Hyannis • Project Street Address `1`.EV\DE.Vcx3S SSG (1:3)ej 3) Village • [ Owner t!•1Z+Aon 1t/1 Address SL. LYl• Telephone ._ 7Q k-- 1 - .751 7. Permit Requeet COv►S- QL L1 t ii L •. �S.‘,1CS\./14 c k • "3/467 SilS3•S4 Square feet: 1 st floor:existing Z/SSS proposed 2nd floor:existing 213410 proposed 31 t 26•SbTotal new 5rat Estimated Project Cost V./S,c po . Zoning District Flood Plain . Groundwater Overlay Construction Type W:s,• /wc09 fnAvA Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family f 1- Two Family ❑ Multi-Family(#,units) Age of Existing Structure IS y42.5 Historic House: ❑Yes 0-No On Old King's Highway: ❑Yes ❑No . Basement Type: ©'Full ❑Crawl 0 Walkout ❑Other • Basement Finished Area(sq.ft.) c:, Basement Unfinished Area(sq.ft) ZIS' S Number of Baths: Full: existing new 41 - - Half:existing new Number of Bedrooms: existing S new S Total Room Count(not including baths):existing t I new \ Z First Floor Room Count 7 (' ew) Heat Type'and Fuel: ❑Gas O'Oil ❑Electric 0 Other Central Air: 0 Yes C3'No Fireplaces: Existing 3 New 3 Existing wood/coal stove: 0 Yes O-hfo Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0/existing ❑new size e3 Ci3 Shed:❑existing anew size` 3 Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded 0 Commercial ❑Yes O-o If yes,site plan review# Current Use RE.St m‘ne,e Proposed Use 12FS`t— $ • BUILDER INFORMATION • Name ,N kC• d;Z5s230-VsA-3") Telephone Number 76 1• btS ci • `t"? c7 ' Address `de) 6. ,T t.•. License# (20 88q • Q•0• 3�x . 12.�\ - Home Improvement Contractor# ‘Oc 1$3 Nr102-`-3ek-k-- kMNA c2c�l Worker's Compensation# $C60 4-IS --0 k 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO W 5X D�S �iAte Cxt G� SIGNATURE 2(4 DATE Z •^ 4 _ FOR OFFICIAL USE ONLY _ z 1 4 44, i : PERMIT NO. — y b • 't ;e. , " t. ,• n r. - e • DATE ISSUED • i `T t . _. P. s • _, ~. ,. • ' 1 a " . MAP/PARCEL NO. _ ` ;i • y ' f 'tI .- •i • - - , . Y ' F we f .. r. 1. # � `' ^. 'I , „: a ADDRESS ,. r • - a''' VILLAGE • �J { + l� _ '4 , _ , r • , ;E fi!t y . -, K ' • OWNER '• r . . •rr• . , js. - DATE OF-INSPECTIOI ' -, -- ..' . ` FOUNDATION. . ' - f µ• s t # , ; FRAME - l ! 2 7 r • f "' f , - • '- F ° 9 • INSULATION i/ y • ., + y r _ +' ♦ i• r FIREPLACE • r . ELECTRICAL ROUGH - FINAL et ' � • ,~ • # - . t •. . t PLUMBING:' ROUGH FINAL _ • 1 x • • st .i1 _ GAS: .._ ROUGH r FINAL. '' — 1 w # M :. i •-t. - FINAL BUILDING _• •. - ' - -'V :. i - $ . # # t . t ` L # • DATE CLOSED OUT . • #. Q. b •s x ' Cf• ASSOCIATION PLAN NO. 4 { 1 • 4 • t , i . I . e I e r --- �- _ _ — _— _- _�ti - r JUL. 29. 1999 9: 17AM NUTTER, MCCLENNEN NO, 2172 P. 2 NUTTER, McCLENNEN & FISH, LLP ATTORNEYS AT LAW ROUTE 132-1313 1YANNOUGH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601.1630 TELEPHONE:508 790.3400 FACSIMILE:308 771.8079 DIRECT DIAL NJ )TERE. 790-5407 E-MAII.ADDRESS pmb@nutter.com July 29, 1999 21778 Ralph Crossen, Building Commissioner Building Division 367 Main Street, Town Hall Hyannis, MA 02601 Re: 56 Rendevous Lane, Barnstable Dear Ralph: Mr. And Mrs. Krainin, 56 Rendevous_Lane, Barnstable, were approved at the Old Kings Highway Regional Historic Committee meeting held on July 21". Since they are anxious to begin construction, I respectfully request that a Building Permit be issued at the owners risk prior to the end of the appeal period. V yy ; Pa 'ck Butler PMB/ab 9763341 it ,,,, Y®�� The Town of Barnstable 9 � Department of Health Safety and Environmental Services � reo " Building Division ' 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. , Type of Work: A )D :%t,'- I cy C L— Estimated Cost V1' 1000.d Address of Work: Sb .. .`n-P VOOS V-v1, N3V\aM STa431-C Owner's Name: JCA1v1 V-`.MM\✓1 Date of Application: '7' Z_ \o 9 I hereby certify that: Registration is not required for the following reason(s): °Work excluded by law °Job Under$1,000 °Building not owner-occupied °Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. 7'-a \a 1 (\ 911/ (,.j\aV IGS C \ &') \c ` ZS Date ontractor Name Registration No. OR Date Owner's Name q:forms:Aftidav 07/27/1999 08:57 508-7474300 DOUGLAS SANFORD ASSC PAGE 01 w • • If MAScheck COMPLIANCE REPORT Massachusetts Energy Code 1 Permit # MAScheck ,Software Version 2,01 1 1 1 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE; 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-27-1999 COMPLIANCE: PASSES Required UA = 226 Your Home - 194 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 933 30,0 0.0 33 WALLS: Wood Frame, 16" C.C. 1140 21.0 0.0 65 GLAZING: Windows or Doors 122 0.450 55 DOORS ' 27 0.420 13 FLOORS: Over Unconditioned Space 652 30.0 0.0 28 COMPLIANCE STATEMENT: The proposed'building design described here is consistent with the building plans, specifications, and-other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable standard Design. Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than. 1.25% of the d sign load specified in Sections 780CMR 13 J4. Date Pell. Builder/Designer 07/27/1999 06:57 508-7474300 DOUGLAS SANFORD ASSC PAGE 02 a MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MABeheck Software version 2,01 DATE: 7-2'7-1999 Bldg. Dept. I Use 1 • CEILINGS: [ ) 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-21 Comments/Location WINDOWS AND GLASS DOORS: [ ) 1. U-value: 0.45 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes ( ) No Comments/Location DOORS: [ ] 1. U-value: 0.48 Comments/Location FLOORS: [ ) 1. Over Unconditioned Space, R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements, 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space, 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ) Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: ( ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation n-values and glazing U-values must be clearly marked on the building plans or specifications. 07/27/1999 08:57 508-7474300 DOUGLAS SANFORD ASSC PAGE 03 • • f . y DUCT INSULATION; ( 3 Ducts shall be insulated per Table 04.4.7.1. DUCT CONSTRUCTION: [ ] j All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape ;installed according to the manufacturer's installation instructions. Mash tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS; ( ) Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. . HVAC EQUIPMENT SIZING: ( 3 Rated output capacity of the heating/cooling system is not greater than 125* of the design load as specified in Sections 7SOCMR 1310 and 04.4. 3 SWIMMING POOLS: i • All heated swimming pools must have an on/off beater switch and requite a cover unless over 20W of the.heating energy is from non-depletable sources. Pool pumps require a time clock. [ 3 HVAC PIPING INSULATION; HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) ; • PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ) CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING 1 CIRCULATING MAINS a RUNOUTS HEATED WATER TEMP (F) ; RUNOUTS 0-1" 1 0-1.25" 1,5-2.0" 2.0+" 170-120 0.5 1.0 1.5 2.0 140-160 0,5 , 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) • r • . . • s: u.3,11 WA'TICIVANI199'Mil s nanzaamu 9C !a§ 7"-;ii PAI,W 1 . - 4 ttlzg; 30N301S3H NINVHN ir i t7,g 4 12W- Lc2 t 1 II :5 sgw- 14 .., , ,„_ ....,,... _ • ,.„„1 LI,LB I I I i 1 1 1, i i 1 1,_____ - — i I ; 1 iii II 1 , ,,,,, „,.,,,,,, ,/ \ , , I 1 11 1,011, in g,, I 1 i ii I I • (.• ; ' I 8 5 .... F a , II I, 1 .../ . 1 , i 11 I ' 0- /7.2t.: I 1 il i L - Hri § , 1 11 11 i. 1 1 1 i r - ---,- i ; % 00 3--, , k 4 - „ . 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SECTION B AND FEAR ELEVATION OF GARAGE&TOOL SHED LEFT SIDE ELEVATION OF FAMILY ROOM,ELL&NEW GARAGE ZQQ Q} o —_ Vec I TOBEPAN03 METE -wLw P.m [frtFP11..�w. • -1:YOfTGTOBECLD.FTSNYFiESTONA TIE mpE ,.:ID .tETxGNGJSE. w.•.m.rID forded-1LL IEw wG.O 7100E WOm.OB®LYE M mlir.n mnXc � OOUREiWG,IDW.T']I 11FEV5TMGNW�.PNIF Ow oNJt�Wrw L1rt X MITE CONTNW GS POEMMIT TM *MC IOW /';' ri TT ws SY.F RKIfl6 EO wl}M.ST BUlS r OO .Of ,/ R.LMIVE SpL��55FESILTFORSVQ F OSOF �UT191 f .. • �\ \ _/' _ .. ♦:.;� T.I Dam NB En uii�®FR9E/GN 69VIwL EA'IB NIYr+LL1 rETD.xa /J• •:•:• .b".ETST. ra.vRn BOamva. \ T YMOm Rp)fSBEATXOG .Z1• -d 16TH T—S\- ' I1. isf w _ \ W.BSI.a.S(0.YR61 ElfsT, LR�CfYO Finn • GET"ifs w LOG 6A rv. .- I BI9'O.G. gg UI Fn7 CEUK eel.P90.0'.lure. r�' M.O MEGNC---1 lufi y.Yg�..[ffiffi�r 5g,. DUNN OXS ,) m. ..._ _ Z.7 OO ` - rtnKiOD UD 4YNB�N �F GB®YED .. C ®® wOncMbaVc _ u8 On V i131 nOaw 9011LE Iw'=r-B' U MAt1ouSEMuAM� ---_ I �� +E N Wa _0 �6iK TONwTcl.aa.ts.r. TY1E.]N :..on 0 CEM.EMYCincr::CY 00E7f ',..E.E.,.E.M. II _ in �GEfxN �'XTEPoOR 11/ MIME w,o Nwr9 Mt r I . On -w9O0i e",un VET' -.'. sl.iI aEl I w FGFn coaisrr•. ELEVATIONS — —. w>E1eY: « N90 :P Ga ::ac I a'U0'Ix0.w:EfOUDwip1�. /:\ri`' A4 wuw.+PBr:iGlie1OS.4:'two .-,\� Y �%? ./rU. t -rcnaw."-'04 ulm +r to SECTION A 0 61 n D I NNW. Assessor's Off&e(1st floor) Map 4 3 OOj 'Parcel •Permit# 131 OU Conservation Office(4th floor)(8:30-9:30/1:00-2:00), Date Issued 91 Board of Health(3rd floor)(8:15 - 9:30/1:00-4:45) Fee 1.25".Oz. , Engineering Dept.(3rd floor) House# PI . + RAR : Definite :m... ,. ..,av . :.. , 19 N;1A063a ��ss O . ,t TOWN OF BARNSTABLE Building Permit Application rojec ess (j g2,4/e/1,7 "G'60'g oW, c � ,Z / 'llage 7 t^ 'Own Address ��/r/ ../..-Gzs S. ,e-7, Telephone ? l Permit Request '' lIr//2—tom /- — 00(0,0— C.--CPpZ C"IC(k. S / First Floor square feet 1 Second Floor square feet ' Estimated Project Cost $ 1 £jcj O , Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential i/ �t - �,7.twelling Type:,Single Family Two Family Multi-Family Age of Existing Structure '7 a r A yrS ? Basement Type: Finished Historic House Unfinished I Old King's Highway ye..-C; Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces _3 cx1-54,'" f-,2 ;s Garage: Detached Other Detached Structures: Pool �¢rn4 el- Attached Barn None Sheds Other Builder Information ------ Name &2/2_ C_,72S O� , Telephone Number 7 -S 30 C4' 'Address c j(=2,26e ( License# - 0 6'/Q4z7 W. 4/Z7M7l 4 177,, �S (- Home Improvement Contractor# 42 A 3 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1 � —6 SIGN TU DATE�a� BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) I r' -- FOR OFFICIAL USE ONLY J. . C . . r r t .. ; PERMIT NO. -' 13 f- 6 • , . DATE ISSUED MAP/PARCEL NO.3'" d , x i t ' ! 4 1t 9 t =, _ I- i _ r t ADRESS a i VILLAGE i D ' j r OWNER i . 1 DATE OF INSPECTION 4tj ° , t 4 4 , r . , r f , a - FOUNDATION ', • - , t 4 r - - S t - FRAME , INSULATION / ` FIREPLACE i0 /1(4/0 J z " 6i� . -• . . . ELECTRICAL: ROUGH FINAL - r PLUMBING: ROUGH ' FINAL ' GAS: ROUGH FINAL FINAL BUILDING ' 4 . I/1 t r I r DATE CLOSED OUT E 2--'8-05 • s t + ' ASSOCIATION PLAN NO. r 1 , f + r I { i + # t r i ! 1 r r I { , i t 4 1 + , t fI r i _ ! i t ; t " t t r • &At Engineering Dept. (3rd floor) Map 2119 Parcel t3/-06 Permit# 1 7/0 House# e 'v Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) 0 Fee 1/6 ,6.3 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) IMO .;11 2�l�,G,f,A��-'4,/, 2 Acc7 Pra—n"nn dg.) �TME - rd 19 , �sf. % BISTABLE. ' MASS. 't10 TOWN OF BARNSTABLE Permit Application Project Street Address 5 G e �Ot a 2 vo v s L a ne i6aritet%kb le 'HI A Village V)et!'ilSt et:b Owner W;k l z a $ Ise e Address S A ts+c, Telephone _,Z ( Permit Request .". it) L ' anew a gC.'t (a,(5,Q_ f1. G4o TOLINA qM. wan. , uru-a 14,,th` u.�'� Jim 162 mu (4 ,7_1,,i Coo r - y erg ;/7 ram) b First Floor 1laD square feet Second Floor RV) square feet Construction Type id1 Estimated Project Cost $ , 0J bob Zoning District Flood Plain Water Protection Lot Size 5, O J s r Grandfathered ❑Yes ❑No Dwelling Type: Single Family f Two Family ❑ Multi-Family(#units) Age of Existing Structure gC Historic House ❑Yes E6To On Old King's Highway 'es ❑No Basement Type: ❑Full f awl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) .4 Number of Baths:0 Full: Existing New Half: Existing New No.of Bedrooms:0 Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: E Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes till() Fireplaces: Existing New Existing wood/coal stove ❑Yes [TNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Ho (Attached(size) 30)< 3Z ❑Barn(size) t4 0 ❑None ❑Shed(size) WO ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information /Name 00 0,,\,Q (i), ,�ec- �� Telephone Number 'j$,S' E Z Z Z Address O) 6 Li Oe n n S t'1\A License# 004 Lt-R OZ G t fj Home Improvement Contractor# /0 Z 3 3 S Worker's Compensation# 11(7 315 °Z I'-Iq o S-01.(, NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5x, S*cjp LcoN Q -e SIGNATURE th,teLO QL DATE B I S iQ BUILDING PERMIT DENIED FOR THE`FOLLOWING REASON(S) 1 .gii:SALV or ci5S. i 2z-96 _X....4,R ... ........_ ..... • . ."t , ., . , ...tt., r .'t. .. , _ti, • • r ��` 3.��, I ) f�• LAY ti f • • 0 t , of rnE rq,,� ass,, 'Y .� Town of Barnstable The 1I EARNBPAaLE. • Department of Health Safety and Environmental Services rep mo Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: 'il8 tO Gav` e-a f 1 tom`` en Est.Cost /I50 DOO y `� y Address of Work: St rr ittia-- i`^'v. A J) ...L, Owner's Name tailltiA41 $ c`J`"u° L Date of Permit Application: 8 15 lc( L I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Do tIGAQ 233.5 Date Contractor Name Registration No. OR Date Owner's Name r T zr r II‘ 71.:f • . .7. .,, - - • • dr-4'Li 4' • --1.— / • / i I , % 1 % \ I ( 0% i • i \ ti [4, • 1 1 ug 1 1! \ 11 (1) ( ' I 1 • i -% •Z 7/"Sr 7 , • %%O. 1 1'* /A-, ,„ - Ars, 0 0 1 i • • o 2 ,r '''3 r Net,..) SAT ve-4V^4— 3./Srg /9C/e FS n.‘1 i .., 1 • ' 1 .s ki 5 77/va. .#4-0 codrdo,vrioiv , cli-' 1 it Si .- -.1- /-2:..96 • • CERTIFIED PLOT PLAN . _ LOCATION,;3,9/6/245"7'/9,a,4 t .',. . . ,..f.?... ... SCALE /'/--7/0 . .2' DATE I PLAN REFERENCE 443.1E/4."0- ' 9 "441,/ 800. .. i . • •• . ; .ifi':'iV r".-.,1:•I ,. : 1 , . !'•":".:1 t‘ 1;',I,' • .' - KELLF.Y • , I CERTIFY THAT THE A-X/ >:-/4/0. ,,,,:•,\ No. 2C10 9,/,.&:.:y SHOWN ON THIS PLAN IS LOCATED ON THE GROUND " - ti\',.. . .:.!.iziST c..!:%:.,..;•;.,4, AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF 4!.5.7.-ezei 4'./0g.WHEN CONSTRUCTED. ' ..: I i 4 • DATE • , s' Rozi4c- 7' •7. '----------f—...—:_''• el/-8 TON — ic',...4.7i 7--zon,e7 ----------- , ,.-111. _ - o63 2.i t p.- ,Assessor's+Office(lst floor Map- Parcel , Permit# / a o� Conservation Office(4th floor)(8:30-9:30/1:00 2:00)` Date Issued I - 19 9 6 Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) 1 a -7•-8?y10 Fee 2-V,67) ' Engineering Dept:(3rd floor) House# --.6 Fs.:SS ,',.. iiihnutinrioeptroigrtiteerigeiret ',,, • .. iA . D , 9 . obo+ �F. TOWN OF BARNSTABLE ' 7 Building.Permit Applicati Project Street Address •L5 A —u , cJ , Village / 4 :1, :Owner &)n A ddress' 3�a �8 7S/ :Telephone • Permit Request y � ~' c ------ 't--- . / 6.---- 0-0--rt ! -J-17 4 J ,,_ 2- First Floor ild 0 square feet - 7 Second Floor 7 square feet Estimated Project Cost $ ,g6,fi -6'>J71 Zoning District if?- Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type 0 Commercial Residential fr/-----' Dwelling Type: Single Family Two Family - Multi-Family Age of Existing Structure 7 JAX9 Basement Type: Finished Historic House Unfinished ,-1_J Old King's Highway Number of Baths R /\ No.of Bedrooms /71 Total Room Count(not including b ths) 1 First Floor Heat Type and Fuel o_____. Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn 1 None Sheds Other Builder Information ' me L10 a1 N ,15.e N T,r T llephone Number 3$.S--R 2 Z Z I ,ddress et; c-�ef vi"rt°e �Pa; L. ()P.en�S cense# 00�((o 1-{ 0 (,Lt'1 %. ' 02 G�� :/14-oome Improvement Contractor# l0 233 L % e ,/M„ , a�-/1-� )/ ,..}4-ker's Compensation#IYt'131 2 2 1 (I 9 G S'b Z y' U , NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO P SIGNATURE OrKA /EtifiA DATE L 1 / 1Q I q(p BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) I I t • - / FOR OFFICIAL USE ONLY , _ - - - _ ., t + FERMIT NO. • C v , - , _ DATE ISSUED - ' _ + • F MAP/PARCEL NO. E - 1 4 ► — . 1 r t + t } yy ' f • ADDRESS . VILLAGE ! ! # OWNER DATE OF INSPECTION: f ` I s `_ r I ., • ` '' • FOUNDATION 1- • 1 I ` {. , s _ + , t . J FRAME ()in t, --r { [ 9 INSULATION 1 U `> V S 03 --I - '(1/� (1469. , f FIREPLAC f-T ,cc c i-ei. ►; 2 I - f • ; + ► ti 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL , 1 GAS: , ROUGH ' FINAL • . - - I FINAL BUILDING • . • t - ; r r I 3 i - , I I ; ! DATE CLOSED OUT: I + r , 1 I ! t f • ASSOCIATION PLAN NO. . , ! '• i t i f • + / , ' , I ; + , ! 3 ! r 1 1 I ./ PROJECT NAME: /S1( 4shd n Cj ADDRESS:3-6 Arae2 Vous L/(/ &4A) PERMIT# d Zf�O DATE: / / gli f MVP: ! ! f 03 / - 3 LARGE ROLLED PLANS ARE IN: BOX SLOT b - 2- DATE: • q/wpfiles/archive , ° • The Town of Barnstable r j �P Department of Health Safety and Environmental Services • Building Division higt 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Cross= Faac 508 775 3344 Building Commis For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION • MGL c. I42A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,.removal, demolition: or construction of an addition to any pm-existing owner owed building containing at least one but not more than four dwelling units or to sanctums which are adjacent to such residence or building be done by registered contractors,with certain escepdons, along with other requirements Type of Work: -,� Est. Cost orzrep Address of Work: .57.0 c - Owner.Name: Date of Permit Application / --/-9. —9 6 I hereby certify that: • • Registration is not required for the foIiowing reason(s): • Work c cIuded by law Job under SI,000 ___ Building not owner—occupied Owner pulling own permit • • Notice is hereby given that: CONTRACTORS PULLING TIEIR OWN PERMIT OR DEALING WITH UFIREGISTERED FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE .ACCESS_ TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c I42A SIGNED UNDER PENALTIES OF PERJURY • I hereby apply for a permit as the agent of the owner: c� 14 �`�'"�"`��` Registration No. Date Contractor name OR SKETCS ALE ® > Fop. '10 5 aN i i i i 2' �'n hill,. 5 ,,ram / �. - .�. iiiiiir t " 'all, 10 II. ENDVO 4 . ��/ � rr�/. 'A �l •0 d 0- � 4 ^ y. 2' RE 9 II ` ` ,1II, / &A, ,i �q��, o L A ,q 5 21''E , �6 EDGE cb 69. 1 R = 40. 78' -�, \ L = 68.07' \ _ -1)Rl‘r5 fr T 2 ,t' N (� q i ` \\� cA �5 155' pT 3 4 , Alr, ' 3 Ip• 11, cn DP, \\ \ N_ L c, I 2 A,A c-, .e o 0- - c \�� flRt0 S61 5o.po .`---*\ w I 5�2� , a �\ 1 PROPOSED ,-53 SEWER LINE RlV• " \\\ (AS PER SITE i- .`� PLAN ��/ � ) �� II� -4RT -;.--7-- DRIVE CP-�; ial N P. c3\O N W '� LOrii T 1 0`� 63� N Is15 Plan is For RES. ZONE. RF-1 This MORTGAGE INSPECTION Bank Use Only FLOOD ZONE: "e TOWN: -BARNSTABLE _ REGISTRY OWNER: WILLIAM W. & ISABELLE If FISKE DEED REF: _9907 °L4 BUYER: _J-ORN G. &_ JOAN P. IIE4ININ DATE: _/15/99 PLAN REF: 458/59 SCALE:1"= 100' FT. I HEREBY CERTIFY TO t R1LN & E4,NEY f THAT THE BUILDING 4... of --�r,:... YANKEE SURVEY • SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS ;°off Pr}4StL CONSULTANTS SHOWN AND THAT ITS POSITION DOES CONFORM ' A. `�:; 4OB (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE 3 MERITHEW '^ INDUSTRY ROAD TOWN OF BARNST_ BLE AND THAT No. �d8 IT DOES NOT LIE WITHIN THE SPECIAL FLOOD HAZARD \ to�;�EaSL° MARSTONS MILLS,-.MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_/ 2 92 s� TEL: 428-0055 Co mupity-Panel # 25000 1 0003 D �� ` '1'1 u�+o;'', FAX: 420-5553 �/�� THIS PLAN NOT MADE FROM AN INSTRUMENT j R T1, PAUL A. ME SURVEY. NOT TO BE USED FOR FENCES. ETC. 26/OBA Eje4 275 TI �n r°c:�e-dF �� C,J2.�-v,fie,s (o1 13 I�5 � Inz� ��q"� (�� -,.�, .- , ��, •�� . s et office (1st floor). Uri rKs r l.. $o / . Assessor's sor's map and lot number •... [ a 0 3/, 00._ C.,notO :c eo ��/0 7 Qyo*TNE,To�♦ • BoaFd of Health (3rd floor); d� �" Sewage Permit number i:a-- 7'�s��MUS CONNECT TO TOWN SEWER Z BAHa9TADLE. : Engineering Department (3rd floor): �c ,j5 • v rasa House number ' J 3 L O . i6�q e� > �Npp P LQ�� uar a Definitive Plan Approved by Planning Board 4//A" f ' , APPLICATIONS PROCE SEED 8:30-9:30 A.M. 'and 1:00-2:00 P.M. only A P P R O v E D A ble Conservation►. �� g l 'OF ' BAR 1 r 1 A S B L E • it-we . � ILDINGE :IN SPECTOR APPLICATION FOR PERMIT'TO ..:64/( ") Vie/ I4 4 • • TYPE OF CONSTRUCTION 'Irt. 2') f - . , , / a - .1.9.Q v TO THE INSPECTOR OF BUILDINGS: . . The undersigned hereby'�applies-� li� foru a permit. according to the /following //information: - Location t�i�i=-3 II`Eh!!O Z t�o$....4/t--. J-or -3) - (LV,S Proposed Use /1t) fliffri'l'• • Zoning District ..... f Fire District ...'.41e/VJ(44 t Name of.Owner ./Z 'j kh 1l0 d� Address . O I3�x A 4-3 /J MaO e //4©db3 Name of Builder aih.' A. 4I/. .JeL-- ' 'Address 941/4"2624XI4`A''- 4e47 `1 2/4/J 1(/14 Name of Architect .I ? ..J!O� - e Address ' ` P6 / ,. •/a/ • le, !r Od d ' !`8ed/ Number of Rooms Foundation Exlerior 4tiai, /.43 ^ Roofing . . 000 Floors 000 • ` Interior J.7�tr/4 - iVno2 4 6145 4476 Plurnbin it- !! Z Heating, g J Fireplace 5— , - Approximate Cost 354 tide 0`) l - Area O ice/ Diagram of Lot and Building with Dimensions • Fee o ...e. ,'%/ Q 12:_e_____. - ( ; ° Y { • OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS . I hereby 'agree to conform to .all the Rules•and Regulations of the Town,.of arnstable re arding the above ' construction. - . Name . Construction Supervisor's License 004 / 3 1 t • NORTON. ROBERT J. • �4- n ~ / . - . N , s2542 Permit forf 12 StQi'Y - . •'" .4 Single Family D �..� �:ng -f ` t ` t Location •Lot #�3 f°` .6 .. .x�clsz.vous..:Lane ' i - , .. . .. f - n• I ^fie :! }, J-• • Barnsta}jc .� • r^`i •fi7 rx l' ) - /„ ;" Owner Robert �J Not an • f i, ; . • q - ' /..^`� — --. I Type of Construction 4r:�III .7 • . :• � .-- d y, :.f •s < C p•610 N + 57 - t 4,1 ` • • aS. t r ,' • Plot - Lot ' t , is as~ if ,. _ T January. 5r % ' 89. Permit Gran ed 9 fir'. I J 4;• Date of Inspection .e,: .1-9 ,3 / / • r Date,Com leted 1: _/ ' l 9 k. • 'Y "�^. - C: - •� f --_ ..q —may., x • X n 9 - G" ; _ ., / T j �`` �. t 1.e• 3 a✓T' .. - J e et.re# TOWN OF BARNSTABLE Permit No. 32542 I BUILDING DEPARTMENT 1 {V612 '� TOWN OFFICE BUILDING Cash F , HYANNIS.MASS.02601 Bond X .01 j1 CERTIFICATE OF USE AND OCCUPANCY Issued to Robert J. Norton Address Lot #3, 56 Rendezvous Lane Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. January 11, 19 90 9'1,4V � ,e Building Inspector • TOWN'OF BARNSTABLE, MASSACHUSETTS ° BUILDIN ; : A=2/9-03.1-003 . iDATE u,.11_li:', / ) , 19 £i9 PERMIT NO lie ?2542 11 .:•'APPLICANT William Mullin, Jr. ADDRESS 90 hlderb]ocik 14o.ne, W. Barn.' #0041 : "" (NO.) (STREET) (CONTR:S LICENSE) IS, ' t, PERMIT TO Bui1C� Dwn11..ucj ( 1. ' ) STORY :J-L?_C_!ic. .rU(IL1_lr)- Dwelling DWELLING UNITS { (TYPE OF IMPROVEMENT)I NO. (PROPOSED USE) . i GI AT (LOCATION) Lot 3 , 56 RCnt.10.21vou ; ..C.n , Barr.stab.L ir_ ZONING i. i (NO.) (STREET) DISTRICT i:a'; BETWEEN AND (CROSS STREET) (CROSS STREET) •fir;:',, SUBDIVISION LOT BLOCK LOT SIZE s BUILDING IS TO BE - FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTI( .,` TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage 12" /-88 Bond • VOL-ARUME 24 20 sq. ft. 350 000. 00 FEeMIT $ 25?. O0 ESTIMATED COST (CUBIC/SQUARE FEET) OWNER ,. obez t. u . 'Norton on ADDRESS P. O. Box43F ti2.7 1";:;�;*IL)1( BUILDING DEPT. r n`,i .�1 f BY t /I ' ) i t � • OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. • �� IOP MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR RQ ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL AR E PRELUMUIBINGRED AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL FINAL SIRE TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE • OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1-4z O V 1., Pis I 1 • 1 2 z'Ft��l ��— Z — fi • � .7 / -.2v ,>c.c— z1- el l/ 3 p 05, HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER e C- 2 I- 1,,..„ BOARD OF HEALTH !.-- `y/.5 oZ • • WORK SHALL NOT PROCEED UNTIL THE INSPEC- ' PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN I CONSTRUCTION. PERMITARRANGED FOR BY,TELEPHONE OR WRITTi IS ISSUED AS NOTED ABOVE. NOTIFICATION. - -. - - - ....... .-41i I • Se° . /2.e. _ .... . • "1"°C..-..a.1.•••,‘ . 6"../o • ct• ti, I • t . % as . - 19. , k n) ' Pr) , - z 7/ r-7 .., h - --- -- "1------(31.• °0 - - i54-: 0 0 -- ' -- -- ---. .-- 2 0 7" '2 3. /.5"- / /9 C,e ES- . •Is\ it• . •---___________÷_.3 • ..?0?„,..t A-0 4,,,..,0,v,-.0 ,,, 1")) I . i , 5 k 1 - 3 3 9. Sr 7 • . 1 , . CERTIFIED PLOT PLAN LOCATION . . . 2,4?... ... SCALE ,7/-=/0 c.,' DATE . PLAN REFERENCE 4.=.9. --/,2,a-- Zo7.4.#-„9. ,5'. .,S. .-/.0.4e!!2,1..9 e2:' .r),.e 4).4-/ . . . . : 4.Q.0). . . : `..311".". e?..r5., -..4-: . .,p-.•.?. . .-. .. . . . . . . . , . . . if, :if _ . . . . .. . . .. . . . . . ' ., t•t 4 t<-: if/KELLEY — I CERTIFY THAT THE ,47:-k-A5:274/ .. No. 26100 1.. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND I/P3ed,,,IPECISIES .,0 AS SHOWN HEREON AND THAT IT CONFORMS TO THE 1 SETBACK REQUIREMENTS OF THE TOWN OF 5 .i.4./.2Vil WHEN CONSTRUCTED. DATE .//.47r..? ,.. -- efee7 . . /Po,84=127- ,.7: /2/0/8 rem/ — -2- ...-7 7V.15-re, REGISTERED LAND SURVE OR . I T Massachusetts Audubon Society N/F • ASSESSORS REF.: Map 279, Parcel 31-3 _ , N4225'00„w 108,00, _ - FLOOD ZONE: •• . Zone A3(EL 11), A5(EL 12), & C \\ ??`� / Community Panel No. _ —• #250001 0003 D & #250001 0001 D \. \ """ i July 2, 1992 ZONE: ob zo co RF-1 N % "� N / Wetland Resource Q Area (min.) 43,560SF min Line As Flogged Frontage (min) 20' _ _ /_ by Erika Lamer (min) 125 FEMA Flood Zone Lines w / 14/OCT/07. / Setbacks: As per FIRM 250001 0003 0 / Front 30' and 250001 0001 D both / Side 15' revised July 2, 1992 / , Rear 15' 21 / I �' Vc FC'\\N I l;CB/DH o _ iFnd a V o ` f$Z ti v cu co W / N37;54,40„w �•&m Oo 1836 ` '� .0¢1 . N-)i ,,, # 56 l V. a, o m ^t 2 Sty W/F CO S a 1'welling ' 32.8'/ OV CB/DH / ^V' Fnd I, �+ 18.5' r Y ,ICB/DH I New Concrete b;.#'Ill ,Fn$o�6 Foundations VN n r�h � V O <o \CB/DH p 0• . : - : n ^ O cs t . a bi 2v o aj ^) o i8592so F . Lot 3 _ • " 9 CB/OH d 2.59fac Upland _..;• 0.59±Ac . Wetland • f Total N28S2, 3 18 AC T t -__„ 70 3 , CB/DH ` - .- Fnd CB)'DH Fnd, ✓e fire y CN/6 D0% _ C of6ihP� wOq. I . certify that the structures shown hereon conform to R1CHP the setback requirements of R.E LNEUREUX the Zoning Bylaws of the PLOT PLAN #34312 town of Barnstable. At 56 Rendezvous Lane 9oF oze ,,.�4. � � 2� ,� 08 BARNSTABLE ,Av =la, ... (Barnstable Village) Profession'—' 'hd Surveyor ate NOTES: MASS, DATE:21/MAY/08 SCALE: 1"=80' 1.) The - structures shown were located o'n the ground 0 20 40 60 80 120 160 FEET by conventional survey methods on (or between) 03/OCT/07 and 15/MAY/08. PREPARED FOR: J. J. Delaney, Inc. , 2.) The. property line information shown hereon was 20 Rascally Rabit Road compiled from available record information. Marstons Mills MA 02648 kt 3.) This plan is not for. recording and is not to be PREPARED BY: CaneSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C483_2g1 FIELD BY: MLL/RRL/DWB (508) 420-3994 / 420-3995fox i i i i I 1 1 ' i NEV AUTO COVER k aimmuu 1 I_I_ _ __ f-1 nnnn n 1 II ADD 2 MAIN DRAINS NEW BENCH n I I II .� 401 ° IS 3 �I I Li 1 1 - l In nu R/:.1 ■ICU!—. n 1 11 ■ _ r1 11 r U1 1 1 I 1_J_LJ_ ME I II 1 s Il I 1 nnn- nnn .■ 1 1 11 11 fl iri ( 11 II 1 11 Ili II RAISE FLOOR TO 6' UUI I II I n 11 UI II n 1 II In ❑nn [---11 I I II n L I I I II U III I IN _ II _-U 1111 _ -1nR•_. ■ I HI_11 UCI 11 11 1 II 1 n-p nnni 117- I- -i 1 II 1 i �_1 1 1 II I In _I iI_ _i U 11_ n n— n 1-- n -- —71- i 1 11 1 11 11 I- _JI I I loll II 1_U _I_ 1111 1 11 11 UU -I I n nn 1 1 11 11 I-[— — n—n I . • 1I-1(-I,- n. _I _I I I 1i_ I 111 Il II 1 exsistin oo_I 1 Ir i i I1 If 111 1rI I II In 1 e p I P 11 11 11 Jn_n III Ti I III 11 I In `71 II -11_7C1 -lI ILiIII I I II I III , I i / 40! 60' NEW STAIRS AND BENCHES F NEW GUN I TE WALL / 12 6 IS * 6 O /I m 4, 11 ..�j:_I�iOj 6 ��. ' S l+�. OLD STAIRS TO BE FILLEDtregit I 0 not to scale ec//IP; , ice//i .1( r , . , 7/ 4%piki:�a..® .. - ,_, lop _,,, / ,, .- - ,- , „ NAME: DELANEY IS 10 ADDRESS: 56 RENDEZVOUS LN CITY: BARNSTABLE VILLAGER: 20' RES.PHONE: BUS.PHONE: CUSTOMER SIGNATURE: DATE M VIOLA I ASSOCIATES -A 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM 04/(A( : ®j DATE: REV.NO.: DATE: , , _ , i --- , - - ---- 1 11 ' , YA\ C"?"I° ZZ2 9 , . i 1 1 I 1 NEIAI AUTO COVER %' , '7f ./ / , /7 A , // /,i'l •7 LJLJL_1LJLJLJJL JLJi=JL_L JL JL JL JL_1LJL JLJL JL JLJLJL 1 I _ n1=1 nn II- [ ADD 2 MAIN DRAINS NEV BENCH ,/1 n I _ I I I I[ IS" * 3' ii I n- LI n Pi I I--n--1- n- - ' III I 3 HRT I II_I I I I _ I [ RAISE FLOOR TO 6' 11I I II uI [ 11 u_ II Iul-I --nnn-In- I I n -nnnln II II_ I II_ �� 1. II I I� uuu_ I 1 inn_ i1 n nI=1- n I Innn7n iI n[r nn: -I n n I I �i I I II II II Fir- Illli -nu► I - ui I I - �I Iu u I�nnn----II- --Inn- I I I n nn -H I II - 1 L-_- ] I I r� _ 1-n 3 I =n=n- --n-n ll I-I I nnn n n I I �_ H uunnl n I I i Ii In i it I [ exsistin pool I I ILJ___u I IL. I I[ g 1 n -1..- C._I I II I [ 40 ' 60' NEW STAIRS AND BENCHES / NEW &UNITE WALL / 12 6 18"* 6' 1 12 8 �♦ / ti15/ . - . i 0 :.,� � OLD STAIRS TO BE FILLED II 0 not to SGa e 3' O♦DO .V / 011r4V19; , /b-,:: etilf / i .. .- ..- _ . I IS" ICY DELANEY ADDRESS: 56 RENDEZVOUS LN CITY: BARNSTABLE VILLAGER: 20 ' RES.PHONE: BUS.PHONE: CUSTOMER SIGNATURE: DATE t VIOLA ASSOCIATES ' 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM D .BY: DATE: REV.NO.: DATE: k-- . ' • .• • PROP. STUMP # DESCRIPTION STUMP # DESCRIPTION i BARNSTABLE HARBOR WALL 1 20" PITCH PINE 22 11'' PITCH PINE • _ Ex_is,L.F. t..._v___GR 1 5..E_FIELDSTONE____ ,._,.. .__..W._A._. L...l._.._ 2 7" RED CEDAR 23 11" PITCH PINE ' / . 22/'EL. PROPOSED. GRADE • EL. 19' \ 3 7" RED CEDAR 24 8" PITCH PINE 4 9" RED CEDAR 25 10" PITCH PINE • EL. 19.5' . 1 TF = 24.2' / 5 7" RED CEDAR 26 15" PITCH PINE 6 4" RED CEDAR 27 12" PITCH PINE . / / EL. 17, 7 5" RED CEDAR 28 16" PITCH PINE . EL. 15.5' ,.., 8 5" RED CEDAR 29 9" RED CEDAR •• • - •- • i LOCUS 0 9 11" RED CEDAR 30 9" PITCH PINE _ PROP POOL — ------ — .. 4)1 11 7" RED CEDAR 31 14" PITCH PINE - 12 10" RED CEDAR 32 7" PITCH PINE ., 13 7" RED CEDAR 33 12" (DEAD?) PITCH PINE 7 14 5" RED CEDAR 34 5'' RED CEDAR SECTION A—A od, 61k ROUlt 15. 13" PITCH PINE • 8" (DEAD?) PITCH PINE 35 '0 1 :$ =---. 15' o- 16 4" RED CEDAR 36 9" RED CEDAR .• , 17 18" PITCH PINE 37 11" PITCH PINE . • "7* .../ 0 18 9" PITCH PINE 38 10" RED CEDAR ,t . ''' •:•.`-' ..ki APPROX. 300 C.Y. SANDY FILL PROPOSED 19 8" PITCH PINE 39 7" RED CEDAR • AROUND: POOL SITE •20 9" PITCH PINE 21 16" PITCH PINE 8340 B2 LOCATION MAP NO SCALE v - __.------f-s8----.-..i .- l' \ (-(\1\ B1 TRANSECTS 2-3, 2-4 279 • ,Z- B4 ! ,Ji . ,9.11 r B5 4l / ' „.-• K\ 10.43 - NOTES•. 812 9 B '' ', -.111 3' WO!.4 - - , B8 ;,,,4 •-,_4, B9 4,k V "ATH.• .,,,i - , 10''LI - --. - -At__ :7 ,.--• ***- f , , , - , NGVD (RM 6) 1 . DATUM IS \-1\ 11 _ u4 ux. \--) 5 \I° bb:\6 - 18 ....},c\' 2. ASSESSORS MAP 279 PARCEL 31 -3 72 )1 3 I •t'C'-' cc,. c..., I 3. FLOOD ZONE: A5 EL. 12 AND C 73 354_ 4 n *035 A b 0 , --,nAr\._ (r) LIMITS OF PROPOSED 1., '-'36 A 1 ,----..... \\ki" BRUSH TRIMMING,, . ,, NOTE: NO TOWN OF BARNSTABLE DEFINITION COASTAL BANKS PROP. POOL DRAWDOWN LEACH PIT' ifho A •--.... 7 / APPEAR ON LOCUS (4'), 6' MATH 2' STONE AROUND) 1 .. +41 4•%/ -iso 41110 alb gib 4 I POOL EQUIPMENT ,OP ek. c.• r (TO BE ENCASED ON ...• 17 PROPOSED NEW PLANTINGS KEY .3 SIDES BY STONE) 4.44) t ( \i --1. 1 A16,--. 5 \\.PROP. OZONE INJECTION POOL i S•AIL to • iso NUMBER , WITH APRON SURROUND 4, *%\ A ,•„iii. .<., \1A18 SPECIES APPROX. SIZE 41111k vr N , i CODE NOTE: POOL PIT SIZED BASED ON 1/2 )17 '14114pplloppr j -6 HP PUMP, CONTINUOUS OPERATION AA ' % l'O I 1• I 1 ASSUMED. CONSULT ENGINEER IF •••••.-_ %Ica'.., ., LARGER PUMP IS TO BE UTILIZED. -• -------1 %..f., A l_t-=3 A RED CEDAR 5' - 6' HIGH I % I NO MORE THAN 1' POOL DRAWDOWN Al v Ill T EXPECTED ONCE PER YEAR {APPROX. % \`\C' 6000 GALLONS TO BE DISCHARGED TO 2 - 3 GALLON 1,., • i .,<(/ I ‘1,LEACH.PIT PER YEAR) 04C) c.C' I 1 B HIGHBUSH BLUEBERRY Ait.A.'(„<')• `C , ilts.v?• 5,061 , 2,0 ,-1 i; 1 111 T - LOT 2 .....-- .....-- ,- ,4 , ) A20 H WILD ROSE (CAPE COD RAMBLER) 2 - 3 GALLON N/F S. BEARSE 0 A. i 30 i 0 g I./ ik'13 L WHITE PINE ,>. (5) ' ,...../ \ s ., 2• A 31 i 5' - 6' HIGH /----` , - ' : I ' - '/H 02, - 27(-) t • _ - I\K)TE: LAND5C,APE PLAN APF ROVED TI-IROUGH CONSERVATION COMMISSION PREVIOUSLY - I - PAD ' , . - -ROP. G- •NITE •LL ./ B B B (;.----1 (DECK 1 MO \\\ •wR),, , I-1 2• • B 4 f) 23 \ /\ .ROP. tULKH' •D / c's . / B • ./ CD°. ) • . •,0 ,, / , !00 .. H 4,2, I - ..t• • \ IS) ________.--• <<• x 111111 \ qt. / \ / H A •1 1 L / EXISTING \ \ a / --------.- E.• 1-\ 1 / • 19 41w. • L - • -(R -•' DWELLINIG . '.. r / 16 A 0-io 8 N r All TF = 24.21' /. (-) ° L " 7) /-=3 S',3 CPI / -> X 0 T- L , r iwp 1 ' / -- G , i, •, 4i, L ._..// • 7 % / _.1 • • . / 1/1/ 41 A8 • --_ 44 /icv .„ --- . SEWER COVER SITE PLAN ___--- ill 1 A7 , -_._ ELEV = 26.17' 1 /' cv 1 I -, 50' Ill ' OF 56 RENDEZVOUS LANE • ...---) 12.itRANSECTS 1-1, 1-2 . _ \ ) rr .- 1 IN THE TOWN OF: ------- BANSTABLE ( VILLAGE) CONCRETE .- A5..._,:n BOUND FOUND -, / .^),../A...4/1 „ / I PR7_PAREC) FOR: • • t JOHN KRAININ )\ (:-,) /A3 ./--p„\-\c) CO LOT 1 Al1 30 0 301 60 90 Feet c,C _.. ,1 1 — .I T---t, -•- °) N/F LATIMER ) 1 / "/ IQ SCALE: 1 " ---= 30' DATE: OCTOBER 27, 1999 ) LP 9y5 REV. 11/27/99 (NEW PLANTINGS\ REV. 1/4/00 (CB NOTExp)s0E0cL) / t fox .)...) off 508-362-4541 2///291 62///0 000 00(P((mp00000VL LE) t ,508 362-9880 LP AND EQUIP.) RRR EEE vVy :... I down capo engineering, inc. 0 OF 445. 44*\. cuALAIL '19e,, .k. 4• ca ARNE H. I.), -4 C-..i vi L ENGINEERS a( 0,JAIA c.7,' 3 CIV No.30792 . . LAND SURVEYORS ' \ ‘4/ONAI. C-*- __ tvt11_ i -..----- 1 " ',*`1 t''.. - '.... _,.. .-•-•4 , AR . OJALA, '.E., P.L.S. DATE 939 main s.,-,. yarmouth, ma 02675 . , ....... 9 9 3 03 2 0 0 020 6 . . •. 1 ' ' - , '- • __ __ _______. ..... _._ .. ___ ••• _ _ ___ _ _ _ _ ___ _ , __ ,. _ . . . . ID ----1 -GENERAL SPECIFICATIONSI, ' s„.cusT m u LiiTy 8- SIZE 2.,c, , x vc,i DEPTH 3 r TO 0 0 LS . AREA 8 0 0 0 PERIMETER 12.8 , .. r•SHAPE ler_c--r.,41,„.)(., 1,...17,...",,. I'd{ C'D rig1/6 C-3 POOL CAPACITY -q _ _ n GALS FILTER MODEL .rz:rne •S s y an .7_ MOTOR MODEL-1.'4;12A_c,/4.s. Z ite . ...1 t'l) A colir. r5oxy ScAlv‘ dr,"-1 4101:xt 'sores 1,0,?, PUMP CAPACITY sc, G P.M - -- • ,.. . -...--......, ' .MAIN DRAIN HRS 2r di 1 . _ .. . •,..14..,....._ SKIMMER MODEL---pjfe <rearzepiA4 ---- 3,.. StAfa-S. 1'0A. RIN MODELLONG iono ,.b._ E.crri4 1/4,-Ify_S SKIMMERS--r") i Ift._ 0 " - si e f MAIN DRAIN ----- I . s /\\\/\ Ofrt t If 1/2.1' 4'd - 41E-TURNS , ..)t)12..... t Vt. t.)/tagr,c ,,,,A. r- , I POOL CLEANER--c-- 7441.4,,t s. 2,02•Pg.0 "E-N1.-;t V-v\it.S1 \o ',,.,.. 'NI .-F4'1)•,QS ______10" c-"' \-- -— ' -BACKWASH-10 VC, 'Rdc./Z 4 ci,417z 4 .. f, A COPING .3;74) (//,4‘,5s-C. '"??(2.e'c,e..— —713v •' -------------+ tt\IN;&) DaANI tu Z,7-it , TILE COLOR .cAr..o...... ' U`-t>-•1..,;,tv,.,0 --'-''''`"'" :u. ) C:7 C7 — t.. ALL. •, ..S'Cc.-1-,•Z)/s1 / I \ ' I \ LADDER .0,64x4re,...„WitidetiT , - , i . . BOARD SIZE 1 ,..,,, • i ; i LIGHT eit„,e) • 300W 0 tz,od 500W p.c. CONDUIT SHORT 0 i . ...___. ( < -V) ROPE RINGS w ROPE & FLOATS ' I • 0 0 . I - . . • _ HEATER MODEL in,4v it...,-r Hitt_44„, Loo aTu. \ fi , _ NATURAL GAS R VENTEDaTHI-EPROPANE 0 Zr c:14, ,.. RFUBYE:L ._ , •44'C.01\117,0 il"" GASLINE BY: I , N.1.0 • I , .Q , DRAFT DIVERTER YES 0 NO CS< .. . } i ELECTRIC BY: tyr kitet"3- , m, I ELECTRIC.AL BONDING BY: 67-7-ii,ze_r- 1 • ci46GRINA1aR• - . . • , . FLOW METER 0-°, ° ' • • • 4 w2aat40 --------,...0: . STUB PLUMB YES 0 NO 0 ..1 .st-•,=,--•1 . ADT) I 7/ _ \_,_ ikc L-••,.6.1t."1-*• t 11LE & COPING ASAP PK, OTN 0 '. I • - GRADING 1 . ' . . . • , . ' . . • STUMPING. ETC. A.)/z . , DECKS BY: . .. . . . co . . - ' COMM. SPECIFICATIONS \ i . k k ....--. . - - , , ,_„.. -* Pl.) 0 z.e0b4-----r-e. ‘ / 7.).C.j2,,,tp '4- ,....• •i ii . : , ,..,/--a,- -7-.- I .5 tc.,,,,,s,evt e...a.,,. s rz. .-rt t•-3 "-{t-e\A i IA '-'017 ;- 1 . I, •., /441 i — . I 1 z" ,Se r,.. , ? 1 : , -, _ ... q • • .i I C.b t•I' ,.....1‘3,z...% "it br140, ' -- ) /i t41,4i):-.•,.:'.1;I' ..;.\. . ':' ,,,, __c , COP.tr4C... II I 'y,.7;4 / I 1\ T 4f4e -I f3.(-A.,.. ‘,...:1,-s , 4 •ct•Ai-4.1 t..,,r,‘I fi GC_ _ .L I . 1- 17 1/1S-Mi- II .(,.. ARMAND E. / • IT r • th" ot e pt,-,•-•c-.. "T' vq.- " . -- . .74N-,-;docrr2,- c... .)sr.if.,_ -to 2_,.,)6 ' ••••-•' pRovost Jr. Z•4 j i . ..,•,,‘,,,,..vik.., --c.- --'--,c,,, ,,__,.. 1 \ 10944 ' 1-' Addendum , -1 0 i,t C.' Date ' ' ',, •- , •- ,••,,f !. " • v,1\.-k-•,Ttl. w,..,,,,a..i.:,•11. --ekfi-ri..g., . . - Ns. "):'"..,.....4 3"kjArt.A-rsA's r:, ----- _. ,-4 , 3b ts,It r- ------ °•e. . k,r1t‘ _ t . - smt ; , • • ; ,-. zbop Et„_ i1/4r, ,,,vit7,1.t. 4_ < , c i . t. . •frf-Y1-A13,1,;1- •1, . • 0-- - SALESMAN' . ..gT , :. . . ,g,,,,,,...1,ft.s cc,mv•,- LI I ,1 ' --.4f--s GA-45 c," --) , , . --rryqX kt-VteS't t 13) N.,a s.44,4 -0,s -44 gx cAiz... , ' DWN. BY • ... • - , c, -701 t-f,-JAIS . ,.,,,, (:)...c. ,..., ) c- 3 te--s 1 : DATE WATER FOR GUNITE - - - -1/-7 a"6,5 <.4Arri4"- /It 70c./11,7 EociAL;2.e..-re._ , co in 1,..4V2 C/A L NE-..y Lou 0,.,,,,\ &A.,- . . • ga-rfre 4-/-itS t_ - • 1 I- • , JOB NO. • SET BACKS 2:801-FR t...z( SIDE ,72.az_REAR 2.0 -_, ,, 09 0 - 17' '''''`,-• ' a a ..,. . 0 .0i I --,,, lei 0,f2.(C.71-G. A/C 70 0 6 41121: ' NAME SWIMMING POOL FOR 1 , . .., , tro te it 76,-ee- • , ,;,,,9 /702:5-tod(?6-4:,..,?$"./:? 0,:c1).7 1 14:„.:.:(), ':-:" 0 , --0... ....,,,,-.b,4 , r . -----,., eig° ° 67,-,Ii2i7-)t u.'3€. ' ADDRESS -7-1-0 ifri . ...—. -c.. .sj 047J /62-71e-/A)4 IV i „ .L..,•-.. , ,, S S-6, 72 6_,..) (...2. Vou.i• /,_-4-10 K., //,-- ,NS '";t4kr.iike,%, '-..,,.., • , \ -' I 1 K /14-k e, tt e....%""-,- :.,, -,-1.,1/1 TOWN wpirs./fx/4.),r7741t-r_ STATE /7/,,,4 ZIP , \9 DEPTH PROFILE JOB ADDRESS,... ,,.......1 ‘,..t.:It...-?_. / • . . ' 1., ; - 1 TOWN STATE ZIP \ - , N . ' RES PHONE 1z72-3 7s--7 to 0 BUS PHONE 7 /- 7.4,-/2.0t• //Le • ---______ _.__ . .. '•..4....71,... . i- .... :. i.&' .:4 er ,,,t, - l• .1%. '-'4;•.. 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