The URL can be used to link to this page

Home My WebLink About0143 RENDEZVOUS LANE • m /e'e7G�'G .tfoctc .0 a e • r o I b • o. v . - _ a , is , . . r ._ w. A , , e 1 u a Town of Barnstable Permit: t.3.co-""? 0 \ 3 `OF'TNE ro, Regulatory Services Date: ' Z � �f.,. CoThomas F.Geiler,�,•A 1 Director • BARNSTABLE ► Building Division Fee a100 . y MASS. b., 1639.�A4P Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owne 614 VOLe - ll.�-._._—"" Phone: ,57 Y-- z d 7 -g-,)--„- i Install at: /' 3/ o ��!lc��[ 4,, �. Village: i ._ J Map/Parcel: v4Q 6 0 7 Date: —7 Stove A. /Used B. Type: adian,/Circulat' g C. Manufacture . t/ 1L1{ 14--Vt- ' Lab. No. D. Model No.: i, n Chi A. 40/Existing (If existing,please note date of last cleaning) . B. se Size • C. Are other appliances attached to Flue? AO D. Pre-fab Type and Manufacturer//k.4 P5 E. Masonry: ii nlined Hearth C It A. Materials: Cacv(21-.€- �` / As, 5... t B. Sub Floor Construction: 1�� ..._ ;-,i,--.) Installer /1 Name: l/ 1�/12,07' Address: Phone: Location of Installation: i< az . —i x us APPROVED BY: , 4-. lc— f ,.., .......1 �� ...„ ..._ . Please make checks yable to the Town of Barnstable „:9 5: -,, ,:._ , , ..... „ cr, ,..., f r'J ; f rn *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 122801 I 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION vign"Map � �V Parcel � Application �� a t Ai 10 /e 0.6 G&038-9— ' Health Division l NY /Conservation Division c11 AtitAA 0C ci ..'Vr em 1 Permit# Tax Collector Q Date Issued SicaG (0 /cif ak ,.� Treasurer �� `" Application Fee t'60?., /�.Planning Dept. Permit Fee I &"I a 6 / Date Definitive Plan Approved by Planning Board ci5,-----17! perm o t`F� T S°O Historic-OKH 4 Preservation/Hyannis'Sex 0)(14 Project Street Address 1 9 3 R 1;1-I D EzN 0 u. S L.,At-4'E Village Owner C0ARA1�}i-se RE1�A \A1f*TSo Address 3 Cl GLeht RD , WEAT. MA Telephone 7 g 1 - 2.3�— 4 3q -;77-c5'cs,d) Dyer QaS' %' r'C�cL�65-6g pp t Permit Request I ,wee d� Q-K 1'Sh un LAD u, c -e_ A e cK 1 K e L� i ti ' o 4 uja_T i b i ow,.L A l i 0 c , 0 Pam'_o ►t L Sto v'.e n Square feet: 1 st floor:existing6 ( proposed /761 2nd floor:existing Q proposed /,?Id To ne O`7 ) Zoning District Flood Plain Groundwater Overlay X L q (o Project Valuatioonn ©0f 000,60 Construction Type d - . X l D64t I Lot Size ; 7, .7 7 6.2. Grandfathered: leas ❑ No If yes,attach supporting docum tation. . Dwelling Type: Single Family 1 Two Family ❑ Multi-Family(#units) -- Age of Existing Structure LH)4t4Y', Historic House: ❑Yes l Jo On Old King's Highway: O Yes CiKNo u -51 Basement Type: LkFull ❑Crawl ❑Walkout ❑Other `-i 7_ ° r - u' I Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(s_f_3_,_.4) q.ft) ?Oa i5/7`"'`:�' � ' Number of Baths: Full:existing 1 l new Half:existing � hew I-- eiefi , Number of Bedrooms: existing 3 new l` Total Room Count(not including baths):existing 6 new Cp First Floor Room Count O Heat Type and Fuel: 'Gas ❑Oil ❑Electric ❑Ye5 Other Central Air: Yes ❑No Fireplaces: Existing New 4,0 Existing wood/coal stove: ❑Yes la-No Detached garage:0 existing-❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing Anew sizejid Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ m` Commercial 0 Yes 1 to If yes, site plan review# K_ Current Use A(2- ' - .- G CIGI'vw� ` Proposed Use G --, -__ _ O ' BUILDER INFORMATION Nam & L Telephone Number f-6; A= Address 11 CAA LS 2-1/ V.0. . License# C 5 0 4 2_ 1 o L .5..e,\ yv�, ` /A Home Improvement Contractor# Worker's Compensation# f� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE C›/.✓.t vsti. \rJ Otter.` DATE LI 2 11 6 (o f L - J FOR OFFICIAL USE ONLY j . PERMIT NO. • V. - ; �D.ATE ISSUED ~, x N 1 „..----'I MAP/PARCEL NO. - .. • _ �`-, .. r • r r -.; , •. ADDRESSi • - '.1 VILLAGE - . v r -OWNER • . • • I I _ v • *_ DATE OF INSPECTION: - , FOUNDATION 0 - 16-0 b p(L : ' T tom- l ' 1 • r FRAME �!,e el 241 `' 6'4 '� 4 • INSULATION a (54.1...2_ //7's1 " . ,f .. 'i FIREPLACE - V } ELECTRICAL: ROUGH FINAL i w I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - ' i• FINAL BUILDINGCIP944,---; 7'i 7/'t , i ,i DATE CLOSED OUT ''A - - - ! f • ASSOCIATION PLAN NO.. ' .V }} - 4 t 1 , - I 1 } o Town of Barnstable _ Building Department - 200 Main Street BARNSLil Hyannis, MA 02601 MASS $0 .106 . (508) 862-4038 tFO MA'l a Certificate of Occupancy Application Number: 20060387 CO Number: 20070148 Parcel ID: 280007 CO Issue Date: 07118107 Location: 143 RENDEZVOUS LANE Zoning Classification: RESIDENCE F-1 DISTRICT Village: BARNSTABLE Gen Contractor: WATSON WALTER J. Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: /f--5 e / 07 Building Departmen ignature Date Signed 3*t1.1Er` TOWN OF BARNSTABLE Building� b Application Ref: 20060387•• BARNSTABLE, * Issue Date: 07/17/07 Permit KMASSiy i63 Applicant: SCIBELLI,MARK LPermit Number: B 20071688 p mis Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/14/08 Location 143 RENDEZVOUS LANE Zoning District RF-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 280007 Permit Fee$ 25.00 Contractor WATSON WALTER J. Village BARNSTABLE App Fee$ 100.00 License Num 042106 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND FOUR BEDROOM HOME AFTER TEARDOWN THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SCIBELLI,MARK L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 317 GLEN RD INSPECTION HAS BEEN MADE. WESTON,MA 02493 Application Entered by: PC Building Permit Issued By: 41 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR A"'ART THE F,EITHER TEMP RJLY O PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER TH UILDING C E,MUST BE APPROVED BY HE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE.ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). f OST THIS ONRDblv FROM,THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 /-0-Vi7d- e , OL 2 tr/fl /Q �e,y 2 6/. /P242CAGitZ .5/17/cI7 ,2,y; IW( 3 1 Heating Inspection�C provals Engineering Dept � elp 7 aAs• bats A. // • • C' /2,0/0 I ,� Fire Dept 2 Boa : i f Health i 5 ) 7 ) `-7 4ndfr,�sa- PROJECT NAME: 1 6 U l ( 6 ADDRESS: ((-43 PERMIT# c9-• OoU'e 3e1- 1 PERMIT DATE: S I t v I()Le M/P: 0 So 001 LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: -' l 3 l t 3 BY: q/wpfiles/forms/archive oFz�� si' r • t Town of Barnstable Regulatory Services ►-;p , p� swxrrsnst.>w •: Thomas F.Geiler,Director Mass. • 1%414 �,.• 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 HOMEOWNER LICENSE EXEMPTION • �,/ r Please Print DATE: 3 —. ?S —U / f• `_i -• JOB LOCATION: I "i 3 1 Q V1��v OLD S La axis-� (X.►'a1.4.l MA number 1 street k village "HOMEOWNER":ChV1(Pnt - e, GIAt- A I it%�1 lat1 `333 505c- name + home phone# • work ph4rie# L CURRENT MAILING ADDRESS: 1"I '\ e IA A.0 2 VL? (A-5 a(tA.Sfia-bL Mk. 02t.930 city/town state zip code • The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. • sc5P Vtivi a, aCt S-tr� ture of Homeowner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who 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 serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as 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 the 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 care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt 730 ChM Appendix J ,, Table JS.7-1b(continued) ' Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM - Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Area'(%) U-value2 R-value' R-value R value' Wall Perimeter Equipment Efficiency' Package R-value R-value' 5701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19, 10 6 -' Normal R . 12% 0.52 30 19 19 1 10 6 Normal S 12% 0.50 38 13 19 IO 6 85 AFUE T 15% 0.36 38 13 • 25 ' N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal _ ✓ 15% ,0.44 38 13 25 N/A N/A 1 85 A1FUE ' W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y 18% 0.42- , 38 19, 2$ N/A N/A Normal Z 18% - 0.42 38 13 19 10 6 90 AFUE AA . 18% 0.50 30 19 19 ' 10 — 6 90 AFUE 1. ADDRESS OF PROPERTY: 1 `1 3 , R ' in,a 6,2,1rp 1A,S LI,IA,ei cB CLIf vk cStOLI1 -C->� Alt lt O 110 3 0 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: , l'fAl-f t/ 3. SQUARE FOOTAGE OF ALL GLAZING: f Y( •5 - cy; 4. %GLAZING AREA(#3 DIVIDED BY#2): /1 / , 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. _. BUILDING INSPECTOR APPROVAL: YES: NO: • q-forms-f980303a 780 CMR Appendix J Footnotes to Table J6.2.1 b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirem t. For exam e,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After Janu: 1, 1999, glazing U-values must be tested and documented by the manufacturer in acc. .ance with the National ` -nestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. values are for whole units:cen -r-of-glass U-values cannot be used. ' The ceiling R-va es do not assume a raised or oversized truss construction. If the insul;- n achieves the full insulation thickness er the exterior walls without compression, R-30 insulation may •e.substituted for R-38 insulation and R-38 insu : ion may be substituted for R-49 insulation. Ceiling R-value epresent the sum of cavity insulation plus insulating sh-,•thing (if used). For ventilated ceilings, insulating she; + ing must be placed between the conditioned space and the - tilated portion of the roof. i Wall R-values represent the su : of the wall cavity insulation plus insulatin. eathing (if used). Do not include exterior siding, structural sheathing,•• d interior,drywall. For example, an 9 requirement could be met EITHER • by R-19 cavity insulation OR R-13 vity insulation plus R-6 insul• sheathing. Wall requirements apply to wood-fratrbe or mass(concrete,masonry, og)wall constructions,b •o•s of apply to metal-frame construction. The floor requirements apply to floors ov=. unconditioned sp•: s 'ch as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet . e ceiling re.-.ire nts. The entire opaque portion of any individual b•.--ment .11 an average depth less than 50%below grade must meet the same R-value requirement as above w•. Windows and sliding glass doors of conditioned basements must be included with the other gl• 4.1 g. ement doors must meet the door U-value requirement d::scribed in Note b. The R-value requirements are for unheate abs.-• dd an :dditional R-2 for heated slabs. If the building utilizes electric resistance heat'-:g use corn. 'ance approach 3,4, or 5. If you plan to install more than one piece of heating equipment o mor- ` an one piece cooling equipment, the equipment with the lowest efficiency must meet or exceed the e icien, required by the sel ed package. 'For Heating Degree Day require nts •the closest city or town s.:-Table J5.2.1a NOTES: a)Glazing areas and U-values • - :► imum acceptable levels. Insulati• R values are minimum acceptable levels. R-value requirements are fo su • 'on only and do not include structural •.mponents. b)Opaque doors in the b din envelope must have a U-value no greater - • 0.35. Door U-values must be tested and documented by th• man acturer in accordance with the NFRC test proc- ure or taken from the door U-value in Table J1.5.3b. If• doo, ontains glass and an aggregate U-value rating for th• door is not available, include the glass area of the -•oor ith your windows and use the opaque door U-value to de -rmine compliance of the door. One door may ex ded from this requirement(i.e.,may have a U-value greater th 0.35). c)If a cell' _,wall, floor,basement wall,slab-edge,or crawl space wall component tocl •es two or more areas with differe msulation levels,the component complies if the area-weighted average R-value greater than or equal to the R-value requirement for that component. Glazing or door components comply if the ar;-•-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). • 43 QUITCLAIM DEED. I, Mark L. Scibelli, of 773 South Main Street, Barnstable (Centerville) , Massachusetts 02632 FOR consideration paid in `the full amount of One Million One Hundred Sixty Seven Thousand Five Hundred Dollars and No Cents ($1, 167, 500 . 00))lvs�ep or -die 1<./3 eeelc..eatioo. /5e:eruA ,. 00.4s0n, ko,e et,vAlboeeTro-c+, GRANT to , L of 317 Glen Road, t eoc&ed. Weston, Massachusetts 02493 heoewra_ WITH QUITCLAIM COVENANTS,- that certain parcel of land together with buildings thereon situated at 143 Rendezvous Lane, Barnstable, County of - Barnstable, Commonwealth of Massachusetts 02630, more particularly described as: Shown as LOT 22 on a plan entitled, "Plan of Land in Barnstable, Massachusetts, property of Lawrence P. Kent, dated June 1949, made by Bearse and Kellogg, Engineers", duly recorded with the Barnstable County Registry of Deeds in Plan Book 90 Page 79. Said premises are subject to and have the benefit of restrictions of record insofar as the same may be in force and with the benefit of the easements of record including the appurtenant right to use the ways and parking areas as shown on said plan, in common \W OFFICES OF - 'REALsCHamm,Ec with others entitled thereto. ALMOUTH ROAD - SUITE 10 SRVILLE,MA 02632 r r ,• ' For title see deed dated January 26, 2004 recorded with Barnstable Registry of Deeds in Book 18157, Page 332 . WITNESS my hand and seal this of May, 2005 . MARK L. SCI$ELLI THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE COUNTY, SS On this day of May, 2005, before me, the undersigned notary public, personally appeared, Mark L. Scibelli, proved to me through satisfactory • evidence of identification, which was a MA Driver's License, to be the person whose name is signed on the proceeding or attached document, and owle d me that • he signed it voluntaril for ed purposes. T dore A chilli Notary P lic My Commission Expires: ,' 4 November 21, 2008 ems. .� * Yi,?,'� 'S►� -Atelf-S- ..p (0. (seal) Ittill ��\```` AN OFFICES OF AEA SCHILLING,EC. FA pm RQ DeedRendezvous SUITE 10 RV1LLE,MA 02632 1 i f :BOISE- ' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP Roof Beam\Beam 06 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141. File Name: BC 2163 Job.Name: Watson Residence Description: Beam 06 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: • Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 . 1° 12 T I. V 7 7 7 7 V 7 7 _ d 03-00-00 BO,3-1/2" B1,3-1/2" -- LL 11401bs ---- _. . -LL-1t4.0:lbs- DL 3171 lbs DL 3171 Ibs SL 3097 lbs SL 3097 lbs Total Horizontal Product Length=03-00-00 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 Left 00-00-00 03-00-00 10-psf 10 psf-- 08-00-00 2 Beam 05 at bearing B1 Conc. Pt. Left 01-06-00 01-06-00 2039 Ibs6066 Ibs6194 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9162 ft-lbs 37.4% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 7187 lbs 79.1% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U3459(0.009") 5.2% 2 1 output as evidence of suitability for j Live Load Defl. U6030(0.005") 4.0% 2 1 particular application.Output here based -- - on building code-accepted-design. .. - .___Max_D.efl. ` . _ - 0.:U09 _ 0.9%-----_ — --_2._ _. 1---- . properties-and-a n alysis-methods.- Span/Depth 2.6 n/a 1 Installation of BOISE engineered wood products mustbe 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 3-1/2" 7407 lbs 142.3% 80.6% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 7407 lbs 142.3% 80.6% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM" BCI®, Cautions BOISE GLULAMTM' SIMPLE FRAMING - Bearing length at bearing BO should be at least 5". - - SYSTEM®,VERSA-LAM®,VERSA-RIM - - Bearing BO cannot support a load of 7407 lbs. PLUS®,VERSA-RIM®, Bearing length at bearing B1 should be at least 5". VERSA-STRANDT",VERSA-STUD®are- Bearing B1 cannot support a load of 7407 lbs. 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. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connection Diagram b� r.__d . ----- - 4- . r• • 1 . • 0 PAUL W. �` . a% SWANSON o ---:.a-minimum- 2"- —c=7-7/8". __. . - STRUCTURAL v - -. 3 334 .. b minimum= 3" d = 12" �' o pleasl -- ' 'S/OIYM. ��- e rConnectlhas no1s de loads.gri assumes consult a technical representative or omt load is'top-loaded'.rofessional of Record.Far connection-design of'side-loaded`point-loads; .t` �� C-eneentrated-loads.are-noLconsidered_in_sideJoad_analysis. -- _. .___.. <--,___. OagtectcM Ire:16d Sinker Nails /3 Ot/ t im BOISE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SPFIoor-Beam\Beam 15A BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Thursday,April 13,2006 10:21 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 15A Address: 143 Rendezvous Lane Specifier: City, State, Zip: Barnstable,.MA Designer: Customer: Architectural Innovations. Company: - -.- . --- Code reports: ESR-1040 Misc: job 2163 04-00-00 BO,3=1/2" t _ .. _ _ - -- B1,3:1i2"— LL 2004 lbs ___ . .. . _. --LL-.3497-Ibs--- DL-2215lbs- DL 3905-lbs SL 1434 lbs SL 2563 lbs Total Horizontal Product Length=04-00-00 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 , Left 00-00-00 04-00-00 40 psf 12 psf 01-04-00 2 Beam 15 at BO Conc. Pt. Left 02-06-00 02-06-00 5288 Ibs5985 Ibs3997 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12529 ft-lbs 34.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -9853 lbs 72.3% 115% 2 1 - Right be verified by anyone who would rely on_ Total Load Defl. U2799(0.015") 8.6% 13 1 output as evidence of suitability for Live Load Defl. • U4603 (0.009") 7.8% 13 1 particular application.Output here based_ Max Defl. 0.015" t.5% 13' — 1 on building-code-accepted design- - properties and analysis methods. " -"-- Span/Depth 3.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide B0 Wall/Plate 3-1/2"x 5-1/4" 5653 lbs 72.4% 41.0% Spruce-Pine-Fir or ask questions,please call p (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 9964 lbs 127.6% 72.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTT", ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAMT",SIMPLE FRAMING Bearing length at bearing B1 should be at least 4-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing B1 cannot support a load of 9964 lbs. PLUS®,VERSA-RIM®, VERSA-STRAND ,VERSA-STUD®are Notes trademarks of Boise Wood Products, 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 - LI b r- r.---d---.-- • i • o o c e 0 0 o . ,. a minimum=2" c=7-7/8" , ' PAUL W. y� ' b minimum = 3" d = 12" SWANSON '; ,''' 5 , e minimum=3" L. STRUCTURAL -a -3 f, ly► Connection design assumes point load is`top loaded'. For connection design of'side-loaded'point loads, ,1, please consult a technical representative or professional of Record. , - II"'9 /S.TEtt-. c4� —Member has no side loads. __ ._ - c�SS/O)yp� Eo�i��, Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails I we BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 11 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 ' File Name: BC 2163 Job Name: Watson Residence Description: Beam 11 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 V V V V V V V V' VVVVVVVVVVVV. .V V V 7 V - 7 7. 7 v. 7... 7- 1�.. V..V V 7 V- .T-.-.T.--V- - -. .___.-...._.. .. _ _..-. .. 18-00-00 -. B0,3 1/2" - —a_..a ..�.,,-.,..�.-..r.._ ._ -----_.,—_ --u---- - - �,— -.a__�._._... - -__._ --- --- - __ �. g1;3-1/2 LL 539 Ibs - -- _ - - - -- LL 736_Ibs- - DL 534-ibs - -- DL 1490 lbs SL 281 lbs SL 1227 lbs - Total Horizontal Product Length= 18-00-00 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 Left 00-00-00 18-00-00 40 psf 12 psf 01-04-00- 2 Beam 02 at bearing B1 Conc. Pt. Left 14-06-00 14-06-00 315 Ibs 1525 Ibs 1508 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10797 ft-lbs 44.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -3349 lbs 36.9% 115% 2 1 - Right be verified by anyone who would rely on Total Load Defl. U392 (0.537") 61.2% 2 1 output as evidence of suitability for Live Load Defl. U674(0.312") 53.4% 2 1 particular application.Output here based --- - - -on-building code-accepted ----- -- -Max Defl. - - - 0.537" - 53.7o/0 2- 1 properties and analysis methods. - - ' - Span/Depth 17.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with - %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1353 lbs 26.0% 14.7% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3453 lbs 66.3% 37.6% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARD'*' BCI®, Notes BOISE GLULAMT`",SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM - - • Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDTu,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. r._ a�b fl d yI ;;f--:•1 4 • I-. • • • a minimum =2" c=7-7/8" b minimum = 3" d= 12" vN OF Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ..+- 'kir. , please consult a technical representative or professional of Record. „per PAUL �!'J. .'Z� _ Member has no side loads. ' SWANSOi� t.-. Concentrated loads are not considered in side load analysis. �, STRUCTURAL _ e. Connectors are: 16d Sinker Nails o. 35334 /3 Z Page 1 of 1 - - -- BOISE Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof BeamiBeam 01 BC CALC®9'.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12,2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 01 Address: 143 Rendezvous Lane Specifier: City, State, Zip:Barnstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 . 10 12 1 ; + . ' ' ' : 1 1 i 1 ; 1 121 1 1 1 1 1 1 i i I i 1 1 1 i 1 1 ' , i 1 i ; 11 1 1 I 1 1 1 1 1 I 1111 I I j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I / >9 18-06-00 BO,3-1/2" B1 LL 375 lbs LL 365 lbs DL 1397 lbs DL 1363 lbs SL 1522 lbs SL 1485 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 roof Unf.Area Left 00-00-00 18-06-00 15 psf 25 psf 06-06-00 2 ceiling Unf.Area Left 00-00-00 18-06-00 10 psf 10 psf 04-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 14675 ft-lbs 60.0% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -2865 lbs 31.5% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U243(0.903") 74.1% 2 1 output as evidence of suitability for Live Load Defl. U422(0.52") 56.9% 2 1 particular application.Output here based 0.903" 90.3% 2 1 on building code-accepted design Max Defl. /Depth 0.90 3% 1 properties and analysis methods. SpanP 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 3-1/2" 3293 lbs 63.3% 35.8% Spruce-Pine-Fir or ask questions,please call B1 Hanger Load 3"x 3-1/2" 3213 lbs 69.8% 40.8% HHUS410 (800)232-0788 before installation. BC CALM+,BC FRAMER®,AJSTM', Cautions ALLJOIST®,BC RIM BOARDTM' BCI®, BOISE GLULAMTm SIMPLE FRAMING Header for the hanger HHUS410 at B1 is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 SYSTEM®,VERSA-LAM®,VERSA-RIM DF. PLUS®,VERSA-RIM®, Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. VERSA-STRANDTM',VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. ��A OFNif Connector Manufacturer: Simpson Strong-Tie, Inc. ., 4 PAUL W. yG. Connection Diagram SWANSON b d v STRUCTURAL rn , a �\ n?o 3533 4 • J-• �' , �D �� ' s �l c SS/ONkE, f a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 I` BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 12 BCCALC®'9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 12 Address:. 143 Rendezvous Lane Specifier: City, State,Zip:Bamstable, MA Designer: Customer: Architectural Innovations Company: - - Code reports: ESR-1040 Misc: job 2163 • V V V V V V V V V V V V V V V V V V V V V VVVVVVVVV V V V V V V V-9 - -- 10-00 00 L J B0,3-1/2" B1,3-1/24— _ . - - __.__ _ ----- _... LL.2600 lbs DL_838Jbs__ DL 838 lbs • - Total Horizontal Product Length=10-00-00 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 Left 00-00-00 10-00-00 40 psf 12 psf . 13-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7826 ft-lbs 36.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2557 lbs 32.4% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U872(0.131") 27.5% 1 1 output as evidence of suitability for Live Load Defl. U1153 (0.099") 31.2% 1 1- particular application.Output here based Max_Defl._.__.___ __ 0.131" 13.1% 1 1 on building code accepted design - --.properties-and analysis methods. - - _Span/Depth 9.6 -n/a - 1 Installation-of BOISE engineered wood- products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 3438 lbs 66.0% 37.4% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3438 lbs 66.0% 37.4% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM BCI®, Notes BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (L/360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b +—d—.7 a _ I • • • _ c • a minimum =2" c=7-7/8" b minimum= 3" d= 12" Member has no side loads. .,, Connectors are:16d Sinker Nails --- PAUL'N3" �, SWANSON �LS ___ - STRUCTURALw No./3 3 44. 4 � , Po SS/Oiiai. *- Page 1 of 1 `3 (�,� _. f BOiSIE Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam-04- BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 04 Address: 143 Rendezvous Lane Specifier: City, State, Zip:Bamstable, MA Designer: Customer: Architectural Innovations Company: -Code reports: ESR-1040 Misc: job 2163 , I° 12 2 VVVVVVVVVVVVVVVVVVVVV 9 9 9 9 V V V V V VVVVVV V V V V V 9 9 29 14-06-00 -. _ ,. _ _ - ,_.._-_ ... ..LL.626:Ibs ___ - --__ : -- -- —1— . - - - __ -LL607=lbs--- DL 1927 lbs DL 1867 lbs SL 2025 lbs SL 1962 lbs - Total Horizontal Product Length= 14-06-00 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 Left 00-00-00 14-06-00 15 psf 25 psf • 11-00-00 2 ceiling Unf.Area Left 00-00-00 14-06-00 10 psf 10 psf __08-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15826 ft-lbs 64.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -3821 lbs 42.1% 115% 2 1 - Right be verified by anyone who would rely on Total Load Defl. U288 (0.594") 62.4% 2 1 output as evidence of suitability for - - _ Live Load Defl. U498 (0.344") _ _48.2% 2 1 particular application.Output here based on building code-accepted design- - --=--- Max.Defl... --- - : 0 594' .. __-59.4/° _ ------2 . . 1 9 p ° _properties and-analysis methods --- Span/Depth 14.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4578 lbs 87.9% 49.8% Spruce-Pine-Fir or ask questions,please call (800)232 0788 before installation. B1 Hanger Load 3"x 3-1/2" 4436 lbs 96.3% 56.3% HHUS410 BC CALC®,BC FRAMER®,AJS'", ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAMTM',SIMPLE FRAMING Header for the hanger HHUS410 at_B1 is_a.Single-3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 SYSTEM®,VERSA-LAM®-VERSA=RIM DF. PLUS®,VERSA-RIM®, Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. VERSA-STRANDTM,VERSA-STUD®are- trademarks of Boise Wood Products, Notes - . L.L.C. Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connector Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram r___d-- -i , . .. _ . _ . a I I I .4\s' 4 ' T' . _ . /N — cei....44444, 6t 0F ;fir a /„. PAULW. \ . SWANSON �+ .C4 CI STRUCTURAL t�, _ __a-minimum—_2„ c=7_-7/.8"_ - = = - -,- — " . I\} . 3533 - b minimum 3" d = 12" - - Member has no side loads. �tE• 4�c' Connectors are: 16d Sinker Nails _. --_ --_ --- ,.—._ '�S/011V t\°� -Page1of1 - /3i f BOISE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 05- BC CALC®5.2 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday, April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 05 • Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 - 12 _ _. 0 + > > T 4 4 T > > > s > + > +. 2> T T T wr T 4 > T > > > T T T s4 T - w "T w v 1 i 15-00-00 -_BO,3-1/2" _ _ . . . :B1,3-1/2" B2,3-1/2" LL 559 lbs LL 2039 lbs _.__ LL 8071bs- DL 1969 lbs DL 6066 lbs DL 2165 lbs T SL-_2]45 lbs-- _.---- - - ------- -- ---- _SL 6194-Ibs- - - — --____....-.---- .------ _ .SL:2-1-1.2:Ibs-- Total Horizontal Product Length=28-00-00 ___Load_Summary ______..____ ._ __. . __ _ __ Live Dead Snow _ Wind Roof Live ____ _ Tag Description • - - " Load Type- Ref: Start--------End 100% 90% 115% 133%T __125% _ t-ib.. 1 roof Unf. Area Left 00-00-00 28-00-00 15 psf 25 psf 10-00-00 2 ceiling Unf. Area Left 00-00-00 28-00-00 10 psf 10 psf 10-00-00 3 Beam 03 at bearing B2 Conc. Pt. Left - 06-00-00 06-00-00 1006 lbs 1489 lbs n/a 4 Beam 04 at bearing B1 Conc. Pt. Left 23-00-00 23-00-00 606 Ibs1867 Ibs1962 lbs n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure -- _ Pos. Moment 16615 ft-lbs 67.9% 115% 2 2- Internal ' Completeness and accuracy of input must _ _ Neg. Moment -22222.ft-lbs. 90.8% . 11.5%___ 2 2 Left be verified-by-anyone-who would rely on --End Shear -4301 lbs - 47.4%0 115% 2--- ----2 Right -- 'output-as:evidence-of suitabilityfor_ --.--: Cont. Shear 6608 lbs 72.8% 115% 2 2- Left particular application.Output here based Total Load Defl. U400 (0.443") 45.0% 193 1 on building code-accepted design Live Load Defl.- U673 0.264" 35.7% 193 1 properteo and BOISEanaly engineered methods. ( ) Installation of wood Total Neg. Defl. -0.014" 1.9% 193 2 products must be in accordance with Max Defl. 0.443" 44.3% 193 1 current Installation Guide and applicable Span/Depth 14.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W). ._ Value - Support --- Member Material BC CALC®,BC FRAMER®,AJSTM', BO Wall/Plate 3-1/2"x 3-1/2" 4674 lbs 89.8% 50.9% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARDT"' BCI®, B1 Beam 3-1/2" x 3-1/2" 14300 lbs 155.6% 155.6% Versa-Lam 2.0 BOISE GLULAMTM SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 5084 lbs 97.7% 55.3% Spruce-Pine-Fir PLUS®,V RSAVER RIM®, ,VERSA-RIM p PLUS®,VERSA-RIM®, VERSA-STRANDN,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Bearing length at bearing B1 should be at least 5-1/2". L.L.C. Bearing B1 cannot support a load of 14300 lbs. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. O? PAUL W. ��, ci _ _ Pt4o738334 - Page 1 of 2 _. ._ . __- — . __________ ----- /3 Oct — 84111SE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 09 BC CALC®912 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 - Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 09 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 , i° _ 12 3 . . . . . . - . . v . 4 . . . . . . . . . . . 1 2 -- - \ _ _ - 12-00-00 L J 20-06-00 t< BO ri B1,3-1/2" B2,3-1/2" DL 1005-Ibs- LL 1210 lbs EL-326-Ibs - .SL 1497 lbs . -----DL 4047_Ibs. - ---- - -- DL 1163-lbs.--- SL 4313 lbs SL 1230 lbs Total Horizontal Product Length=32-06-00 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 _Left 00-00-00 14-00-00 15 psf 25 psf __._ __..____ ___t1..00_001 2 roof Unf. Area Left 14-00-00 32-06-00 15 psf 25 psf 06-00-00 3 ceiling Unf-Area Left 00-00-00 14-00-00 10 psf 10 psf - - -08=00-00 4 ceiling Unf. Area Left 14-00-00 32-06-00 10 psf 10 psf 04-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10537 ft-lbs 43.1% 115% 2 2- Internal Completeness and accuracy of input must Neg. Moment -15114 ft-lbs 61.8% 115% 2 1 -Right be verified by anyone who would rely on - End Shear - - -2295 lbs _ --25.3%- -. -115% 2 2- Right "output as evidence of-suitability for Cont. Shear 4235 lbs 46.6% 115% 2 1 -Right particular application.Output here based n Total Load Defl. U377(0.646") 47.8% 1.94 2 onr buildingetesand metdeshods. properties and analysis methods. Live Load Defl. U657 (0.37") 36.6% 194 2 Installation of BOISE engineered wood Total Neg. Defl. -0.073" 9.8% 194 1 products must be in accordance with Max Defl. 0.646" 64.6% 194 2 current Installation Guide and applicable Span/Depth 20.5 n/a 2 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM - BO Hanger Load 3 x 3=1/2"-" - -- --2502-lbs 54.3% 31.8% HHUS410 ALLJOIST®,BC RIM BOARDTm,BCI®, B1 Wall/Plate 3-1/2" x 3-1/2" __9569 lbs 183.8% 104.2% Spruce-Pine-Fir BOISE GLULAMT"' SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 2720 lbs 52.2% 29.6% Spruce-Pine-Fir PLUS®,V RSAVER RIM®, ,VERSA=R►M p PLUS®,VERSA-RIM®, VERSA-STRANDTM',VERSA-STUD®are Cautions - -. - trademarks of Boise Wood Products;- Header for the hanger HHUS410 at BO is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 L.L.C. DF. Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. Bearing length at bearing B1 should be at least 6-7/16". _ Bearing B1 cannot support a load of 9569 lbs. Notes - __ _______ Design meets Code minimum(U180)Total load-deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connector Manufacturer: Simpson Strong-Tie, Inc. - Vic: -PAUL W. C',y - G • off SWANSON t cs STRUCTURAL a f. 9 , ( 0. • -_ . _ . ,off. 0 �, .. Page 1 of 2 4 /3-"I/C BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Eeam\Eeam 10 BC CALC®912 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 10 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 , :j° �J 12 \. - - �'/ T + w T w VVVVVVw T w w s s w + T 9 T 2 T T + 4 w v T . + T . + 9 + T T w e w -_ = -— _. _ 1-5=00=00 __BO,3-1/2" ^__.:.�— _ . . . _ B1,7" 62,3-1/2" LL 550 lbs LL 2117 lbs ----7-------- ------LL 891-lbs DL 1886 lbs DL 6207 lbs -DL 2214 lbs-- SL 2040 lbs - SL 6292 lbs SL 2059 lbs Total Horizontal Product Length=28-00-00 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 Left 00-00-00 28-00-00 15 psf 25 psf --- -10-00-00 - 2 ceiling Unf.Area Left 00-00-00 28-00-00 10 psf 10 psf 10-00-00 3 Beam 09 at bearing BO Conc. Pt. Left 07-00-00 07-00-00 1005 lbs 1497 lbs n/a 4 Beam 07 at bearing BO Conc. Pt. Left 23-00-00 23-00-00 757 lbs 1974 lbs 1893 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 16994 ft-lbs 69.5% 115% 2 2- Internal Completeness and accuracy of input must - -Neg. Moment -22718 ft-lbs:. . 92.9% . 11-5% 2 1 --Right be verified by anyone-who would rely on End Shear -4380 lbs 48.2% 115% 2 2-Right output as evidence of suitability for- Cont. Shear 6628 lbs 73.0% 115% 2 2-Left particular application.Output here based Total Load Defl. U395 (0.449") 45.6% 193 1 on building and design Live Load Defl. U658(0.27") 36.5% 193 1 properties and BOISE engineered methods. Installation of wood Total Neg. Defl. -0.016" 2.1% 193 2 products must be in accordance with Max Defl. 0.449" 44.9% 193 1 current Installation Guide and applicable Span/Depth 14.9 n/a 1 building codes.To obtain Installation Guide 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC.FRAMER®,AJST"', . - BO Wall/Plate 3-1/2"x 3-1/2" 4475 lbs 86.0% 48.7% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARDN,BCI®, B1 Post 7"x 3-1/2" 14615 lbs 0.6% 79.5% Steel BOISE GLULAMTM SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 5164 lbs 99.2% 56.2% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, . VERSA-STRANDTM,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. PAUL W. �6. SWANSON ' c, F}UCTURAL �' 3 3 4:11i - CC q� ., _ = — F�S;ONAL E`er-- I — Page 1 of 2 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam\Beam 03 BC CALC®9.2 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 03 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 . 10 12 _— — -- 3 4 3 3 4 w T T T T w Z .r T T. 3 T T T w T 3 3 v w 3 3 7 T T w 4 w w Z w 3 s T. T- T . T 3 4 4 w v 3 4 4 T 4 T 3 4 3 3 T 4 T 4 4 T - 4 3 4 4 3 4 Z 4 4 2 w T 3 T T S Z 3 4 III ------- --20-06-00 - _. .- .. _.- t .l__ ----- - 12-03-00 .— - __:.- _ B0,3-1/2" -_ . _ . B1,3-1/2" - --B2-- LL 326 lbs LL 1317 lbs � - DL 1006 lbs -- DL 1248 lbs DL 4754 lbs SL 1489 lbs --_SL 1356:Ibs-- - — _-SL4935 lbs _______ Total Horizontal Product Length=32-09-00 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 Left 00-00-00 18-06-00 15 psf 25 psf - - 06-06=00- 2 roof- - - ---_—Unf.--Area Left 18-06-00 32-09-00 - 15 psf 25 psf • ---- -11-00=00`- i 3 ceiling Unf. Area Left 00-00-00 18-06-00 10 psf 10 psf 04-00-00 4 ceiling Unf. Area Left 18-06-00 32-09-00 10 psf 10 psf 08-06-00 5 Beam 02 at bearing BO Conc. Pt. Left 18-06-00 18-06-00 50 lbs 519 lbs 420 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment _ ----1-1543 ft-lbs -47.2% .115% 2- -- • 1 - Internal Completeness and_accuracy-of input-must Neg. Moment- 17013 ft-lbs"- 69.5% 115% 2- - 1 Right " "-•be verified by=anyone:who-would rely on------ End Shear 2479 lbs 27.3% 115% 2 1 -Left output as evidence of suitability for Cont. Shear 5103 lbs 56.2% 115% 2 1 -Right _ particular application.Output here based Total Load Defl. U334(0.729") 54.0% 193 1 on building code-accepted design properties and analysis methods. Live Load Defl. U580(0.419") 41.4% 193 1 Installation of BOISE engineered wood Total Neg. Defl. -0.097" 12.9% 193 2 products must be in accordance with Max Defl. 0.729" 72.9% 193 1 current Installation Guide and applicable Span/Depth 20.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. - %Allow-. %Allow _ __._ - -- -- Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM', Bo Wall/Plate• 3=112 x 3-1/2" 2930 lbs 56.3% 31.9% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARDTM' BCI®, B1 . Wall/Plate 3-1/2" x 3-1/2" 11005 lbs 211.4% 119.8% Spruce-Pine-Fir BOISE GLULAMTM' SIMPLE FRAMING B2 Hanger Load 3"x 3-1/2" , 2496 lbs 54.2% 31.7% HHUS410 PLUS®,EM® S LAM®,VERSA-RIM 9VERSA-RIM®,PLUS®, VERSA-STRANDTh,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Bearing length at bearing B1 should be at least 7-7/16". L.L.C. Bearing B1 cannot support a load of 11005 lbs. Header for the hanger HHUS410 at B2 is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 DF. _ -- -- -- Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. Notes Design meets Code minimum(U1S80)-Total.load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. .11 0 Design meets arbitrary(1") Maximum load deflection criteria. SAP' - `1: Member Slope=0, consider drainage. oP PAUL Vd: `�� Connector Manufacturer: Simpson Strong-Tie, Inc. o SVVANSo F ',,,,' c.a STRUCTURAL .a' — o. 35 34 Page 1 of2 . - - .__..____..-.--.---_--._..__._ BOISE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 02 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 .410 12 2 s-_-9- +-- +- - 1 S S S 9 + 9 + + + 41, O9-06-N - .-_ - _r-.3._ BO -- — :.. r... s -_-_-- -,-. _ _B1_3-1/2"_— LL 501bs - - ". . tL 3151bs DL 519 lbs DL 15251bs - SL 420`lbs - ---- --- _ - . ._ - --- - - - St:15081bs--- Total Horizontal Product Length=09-06-00 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 Left 00-00-00 09-06-00 15 psf 35 psf 01-04-00 2 -wall-_------- Unf. Lin. . Left 00-00-00 09-06-00 0`plf 40 plf ----------- -_ -n/a—. 3 Beam 01 at bearing B1 Conc. Pt. Left 08-00-00 08-00-00 365 lbs 1363 lbs 1484 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure _ Pos. Moment 4123 ft-lbs 16.9% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -3196 lbs __ 35.2% __ 115% _ 2 _ _1_-_Right be verified by anyone who would rely on —Total-Load Dell. U1901 (0.059") 9.5% 2 Live Load Defl. " 1 output as evidence-of`suitabitity-for- o —" 2 1 — particular-application:Output-here_based. _ U3701(0.03") 6.50% on building code-accepted design Max Defl. 0.059" 5.9/0 2 1 properties and analysis methods. Span/Depth 9.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 3"x 3-1/2" 989 lbs 21.5% 12.6% HHUS410 or ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 3347 lbs 64.30k36.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTT", Cautions ALLJOIST®,-BC RIM BOARDT",BCI®,. - _ BOISE GLULAMT" SIMPLE FRAMING Header for the hanger HHUS410 at BO is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 SYSTEM®,VERSA-LAM®,VERSA-RIM DF. PLUS®,VERSA-RIM®, Hanger HHUS410 requires 30 10d face nails, 10 10d joist nails. VERSA-STRANDTTM,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connector Manufacturer: Simpson Strong-Tie, Inc. -- - e b PAUL W. - ! SWANSON 'in - -v:-_STRUG URA `"-'• °I / o. 353 4 ; fit 1 _ 4: $S/r�tA11 �''� - --,- Page 1 of 2 --._. -- --�--— ---- ----- -_ BOISE_ Double 1-3/4" x 9-1/2" VERSA-LAM@ 2,0 3100 SP Floor Eeam\Beam 19 ' BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 19 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 - Misc: job 2163 . V 5 -- v 9 9 9 9 9 4 VVVVVVVVVVVVVVVVVVVV 9 VVV 9 9 9 9 7 V V 9 VVVVV 9 9 V V V V 9 9 9 V 9 9 9 9 V 9 V V V V V V 9 T. V 0- 9.. V V V V 9 -V R..:.V 9 "9- '9 9.•...V--v'.••._9-•..7. V' 9:...- _.. ?9 10-00-00 - B0,3-1/2" - _=B1,3-1/2" - LL 20571bs - - - -- LL 1550lbs. DL 2980 lbs _ DL 1619 lbs SL 1970 lbs SL 642 lbs Total Horizontal Product Length= 10-00-00 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 Left 00-00-00 10-00-00 40 psf 12 psf 07-00-00 2 Beam 05 at bearing B2 Conc. Pt. Left 02-00-00 02-00-00 807 Ibs2165 Ibs2112 lbs n/a 4 roof Unf. Area Left 00-00-00 10-00-00 15 psf 25 psf 02-00-00- - 5 wall Unf. Lin. Left 00-00-00 10-00-00 0 plf 120 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 11803 ft-lbs 73.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 6386 lbs 87.9% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U298 (0.384") 80.5% - 2 1 output as evidence of suitability for Live Load Defl. U518 (0.221") 69.4% 2 1 particular application.Output here based - Max Defl. 0.384" 38.4% 2 1 on building code-accepted design M /Depth 0.38 n/a1 properties and analysis.methods. SpanpInstallation 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 3-1/2" 7007 lbs 134.6% 76.3% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3810 lbs 73.2% 41.5% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST'", ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAMTMO SIMPLE FRAMING Bearing length at bearing BO should be at least 4-3/4". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing BO cannot support a load of 7007 lbs. PLUS®,VERSA-RIM®, VERSA-STRANDTM',VERSA-STUD®are Notes • trademarks of Boise Wood Products, L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. CI onnection Diagram - a ibr { _d _ ��H ®F 4�q 4, PAUL W. �trv, ''• /.. c SW,4NSON '.. STRUCTURAL n • • `•, o. 35334 a minimum =2" c= 5-1/2" sON ` E�'.,.x''` bminimum = 3" d= 12" - • Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, 4- (5 01 please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1-of-1 - ---- BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Eeam\Eeam 17 BC CALC®5.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 17 Address: 143 Rendezvous Lane Specifier: City, State,Zip: Bamstable, MA Designer: Customer:__ _ Architectural Innovations Company: - - Code reports: ESR-1040 Misc: job 2163 U 5 4 — — - T T T T T • T T T T T T T T 9 T T T 9 T T V T T -T T T T T 7 T - T T 9 4 t T T 9 T T" _______ 06-00-00 l9 B0,3-1/2" _- - W. -___.._ - B1,3 1%2 LL1812Ibs -- . - - -- - LL 1570-Ibs DL 2715 lbs DL 1361-Ibs- SL 2149 lbs _ SL 596 lbs Total Horizontal Product Length=06-00-00 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 Left 00-00-00 06-00-00 40 psf 12 psf 08-00-00 2 Beam 05 at bearing BO Conc. Pt. Left 01-00-00 01-00-00 559 Ibs1969 Ibs2145 lbs n/a 3 Beam 14 at bearing-BO Conc. Pt. Left 03-06-00 03-06-00 903 lbs 395 lbs -_ n/a 4 roof Unf. Area Left 00-00-00 06-00-00 15 psf 25 psf 04-00-00 5 wall Unf. Lin. Left 00-00-00 06-00-00 0 plf 120 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment_ _ 5976 ft-lbs 37.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear - -- 5420 lbs 74.6% 115% 2 1 - Left be verified by anyone who would rely on :._-- Total Load Defl. U976(0.068") 24.6% 2 1 output as evidence of suitability for Live Load Defl. - U1596 (0.042") 22.6% 2 1 particular application.Output here based Max Defl. 0.068" 6.8% 2 1 on building-code-accepted-design properties and analysis methods. Span/Depth 7.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 6676 lbs 128.2% 72.7% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3527 lbs 67.7% 38.4% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST'", CautionsALLJOIST®,BC TT RIM BOARD " BCI®, BOISE GLULAMTSIMPLE FRAMING Bearing length at bearing BO should be at least 4-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing BO cannot support a load of 6676 lbs. PLUS®,VERSA-RIM®, VERSA-STRAND VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. - Connection Diagram = „ b r- --e—d ��N ® q '.: a 1 ''1 Q�� HAUL V1. c %\ x, .� STRUCTURAL u�"y j� ti! no. 35334 .� ✓ I''" '9ti 1�o* a minimum =2„ c-=.5-1/2" - - - -- - _ I r'i / _ 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. . - --@I ctdM ire:16d Sinker Nails --- __ -- - ..._ __ BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 18 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 18 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 U 4 --._ T—- 4 T 1 _ 4 T- T- T T T' V T V 4 T- T T T T "T- 4' T T' "T' 'T1 __ V 4 ---T T T T - 9 ! -a T T T T -T T TIT s T - 29 06-00-oo l' B0;3 1/2'° -. -_ LL 1701_Ibs- - . --_-- _ L-9--- ------L672-1bs-- DL 1557 lbs DL-2436-Ibs SL 768 lbs SL 1'871 lbs Total Horizontal Product Length=06-00-00 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 Left 00-00-00 06-00-00 40 psf 12 psf 08-00-00 2 Beam 10 at bearing BO Conc. Pt. Left 04-06-00 04-06-00 550 lbs 1886 Ibs2039 lbs n/a 3 Beam 14 at bearing BO _ Conc. Pt. Left 02-00-00 02-00-00 903 lbs 395 lbs -.n/a- 4 roof Unf. Area Left 00-00-00 06-00-00 15 psf 25 psf 04-00-00 5 wall Unf. Lin. Left 00-00-00 06-00-00 0 plf 120 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6965 ft-lbs 43.4% 115% 13 1 - Internal Completeness and accuracy of input must End Shear -5215 lbs 71:8% 115% 2 1 -Right be verified by anyone.who.would.rely on-_ . Total Load Defl. U849(0.078") 28.3% 13 1 output as evidence of suitability for Live Load Defl. U1405(0.047") 25.6% 13 1 particular application.Output here based Max Defl. 0.078" 7.8% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 7.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with Allow % %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4026 lbs 77.3% 43.8% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 5980 lbs 114.9% 65.1% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAMTM',SIMPLE FRAMING Bearing length at bearing B1 should be at least 4-1/16". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing B1 cannot support a load of 5980 lbs. PLUS®,VERSA-RIM®, VERSA-STRANDTM,VERSA-STUD®are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection DiagramO� , b I!� Its d (... .....„ f/z�a I I ,.1 AUL`dV. 6• ree ANSt71d ; \`.� %\ c`�.� STRUCTURAL coo l : c %\ 3 •' • FG . .a_minimum=2" - .c=.5-1/2" _ 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. —. - --@dgtbatcot Ire: 16d-Sinker-Nails .- — -- _ BONNE. • Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 23 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Thursday,April 13, 2006 10:40 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 23 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: • Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 • 4 ! V V V V V V V 9 9 9' T 7 ! T r V 3 1- -. - - 09-06-00 80,3-1/2" BT,3-1/2" LL 190 lbs L-L 190 lbs DL 1384 lbs DL-1106 lbs SL 1074 lbs SL 660 lbs • • Total Horizontal Product Length=09-06-00 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 Left 00-00-00 09-06-00 40 psf 12 psf 01-00-00 2 RBeam 09 at bearing BO Conc. Pt. Left 03-06-00 03-06-00 1005 Ibs1497 lbs n/a 3 roof Unf.Area Left 00-00-00 09-06-00 15 psf 25 psf 01-00-00 4 gable Unf. Lin. Left 00-00-00 09-06-00 0 plf 120 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7306 ft-lbs 45.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 2409 lbs 33.2% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U582(0.186") 41.2% 2 1 output as evidence of suitability for Live Load Defl. U1188(0.091") 30.3% 2 1 particular application.Output,here based Max Defl. 0.186" 18.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide - orBO Wall/Plate 3-1/2"x 3-1/2" 2648 lbs 50.9% 28.8% Spruce-Pine-Fir (800)232-0788 ask questions,before plea installation.n call B1 Wall/Plate 3-1/2"x 3-1/2" 1957 lbs 37.6% 21.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARD"'" BCI®, Notes BOISE GLULAMTM',SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND"",VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. a b d • I-• • i t tee \ "' • • .;' V/ PAUL vv. %„ V ca STRUCTURAL Ala a minimum=2" c= 5-1/2" ` 10473 b minimum= 3" d= 12". Al* 9 CIFI Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ,S,/ P�. �� zi,g, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. ' Connectors are:16d Sinker Nails Page 1 of 1 me BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 21 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 21 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: - Code reports: ESR-1040 Misc: job 2163 VVVVVVVVVVVVVVVVVVVVV• 24 9 4 4 4 VVVVV 4 A 9 9 - 4 4 4 4 V 4 V 4 4 -4 -4 V 4 V 4 V V 4 V 4 4 4 4 9 4 4 4 4 V 4. 4 4 4 4- 4 4 4 4 4- 4----4-9 12-00-00 _ --B0-3-1/2" _._ BY,3 fi/2„ -LL-542 lbs ___LL.881.Ibs DL 1464-Ibs DL 2348 lbs SL 554 lbs - SL 1402 lbs Total Horizontal Product Length= 12-00-00 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 Left 00-00-00 12-00-00 40 psf 12 psf 01-04-00 2 wall Unf. Lin. Left 00-00-00 12-00-00 0 plf 120 plf n/a 3 Beam 07 at bearing B1 Conc. Pt. Left 08-06-00 08-06-00 783 Ibs2040 Ibs1956 lbs n/a Controls Summary Value %Allowable - Duration Load Case Span Location Disclosure Pos. Moment 13918 ft-lbs 56.9% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -4373 lbs 48.2% 115% 2 1 - Right be verified by anyone who would rely on Total Load Defl. U478(0.29") 50.2% 2 1 output as evidence of suitability for Live Load Defl. U983 (0.141") 36.6% 2 1 particular application.Output here based 0.29" 29.0% 2 1 on building code-accepted design Max Defl. Span/Depth 0.29 0% 1 properties and analysis methods. P p 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 3-1/2" 2560 lbs 49.2% 27.9% Spruce-Pine-Fir or ask questions,please call (800)232 0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 4631 lbs 88.9% 50.4% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDTM' BCI®, Notes BOISE GLULAMN SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDN,VERSA-STUD®are trademarks of Boise Wood Products, COnnection nection Diagram L.L.C. b r•--d—j a I ,{,` _ --. - I 1 - Of �' 14, a minimum=2" c=7-7/8" ,,. qc >� g"bminimum=3" d= 12" �': 'Ca` PAUL W. GS 11 Connection design assumes point load is lop-loaded'. For connection design of'side-loaded'point loads, /:r. SWANSON '., please consult a technical representative orprocessional of Record. i r: P 4, STRUCTURAL Zi ConMecentrated has no side reloads. o. 3 Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails r.,/E A 4 ;oc Page 1 of 1 -- - - - - __ -- - 1 WM BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100.SP Floor Beam1Beam:20 _ BC CALC®9.2 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 20 Address: 143 Rendezvous Lane Specifier: City, State, Zip: Bamstable, MA Designer: . Customer: Architectural Innovations Company: - - Code reports: ESR-1040 Misc: job 2163 VVVVVVVVVVVVVVVV ; T T T Tz T VVVVVVVVV T T # T T 4 T VVVVV -- 1_. :- ___ . -_- - -_- T 9 w # T .P. T T T ; T T T T T Y T T T T Y T T- 9 # T # T w w' s T s s T ..1 12-00-00. 129 13-06-00 B0,3-1/2" B1,3-1/2" — 62,3-1/2- - -LL-912 lbs -- LL.2014 lbs. ____ - - -. _-LL-339-Ibs - DL 2419 lbs DL 5017 lbs DL 241 lbs SL 2176 lbs SL 3577 lbs Total Horizontal Product Length=25-06-00 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 Left 00-00-00 25-06-00 40 psf 12 psf 01-04-00 2 wall Unf. Lin. Left 00-00-00 25-06-00 0 plf 60 plf n/a 3- Beam 09 at bearing B1 Conc. Pt. Left 05-00-00 05-00-00 1210 Ibs4046 Ibs4313 lbs n/a 4 Beam 08 at bearing BD Conc. Pt. Left 13-00-00 13-00-00 505 lbs 1394 lbs 1182 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 24449 ft-lbs 99.9% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -13161 ft-lbs 53.8% 115% 2 2-Left be verified by anyone who would rely on End Shear 5326 lbs 58.7% 115% - 13 : 1.-Left output as evidence of suitability for Cont. Shear 5666 lbs 62.4% 115% 2 1 -Right particular application.Output here based Uplift 135 lbs n/a 13 2- Right on building code-accepted design Pg properties and analysis methods. Total Load Defl. U330 (0.428") 72.8% 13 1 Installation of BOISE engineered wood Live Load Defl. U568 (0.249") 63.4% 13 1 products must be in accordance with Total Neg. Defl. -0.136" 27.2% 13 2 current Installation Guide and applicable Max Defl. 0.428" 42.8% 13 1 building codes.To obtain Installation Guide Span/Depth 13.4 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJST"', .- -Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTTM BCI®, B0 Wall/Plate 3-1/2"x 3-1/2" 5507 lbs 105.8% 59.9%0 Spruce-Pine-Fir BOISE GLULAMT"' SIMPLE FRAMING B1 Wall/Plate 3-1/2" x 3-1/2" 10607 lbs 203.7% 115.5% Spruce-Pine-Fir PLUS® ®ERSA R M®M®,VERSA RIM B2 Wall/Plate 3-1/2"x 3-1/2" 580 lbs 11.1% 6.3% Spruce-Pine-Fir VERSA-STRANDT'",VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 135 lbs found at span 2-Right. Bearing length at bearing BO should be at least 3-3/4". Bearing BO cannot support a load of 5507 lbs. Bearing length at bearing B1 should be at least 7-3/16". Bearing B1 cannot support a load of 10607 lbs. (7.-; ), OF 4.71 Notes PAUL W. - Design meets Code minimum (L/240)Total load deflection criteria. SW,�NS®N Design meets Code minimum (U360) Live load deflection criteria. STRUCTURAL ;. Design meets arbitrary(1") Maximum load deflection criteria. 474 4 13 0c . . Page 1-of 2 BOi n . Quadruple 1-3/4" x 20" VERSA-LAM®2.0 3100 SP Floor Beam\Beam 22 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Thursday,April 13,2006 10:40 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 22 Address: 143 Rendezvous Lane Specifier: City, State, Zip:Bamstable, MA Designer: Customer: __ Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 • 0 3 . . 9 9 , VVVVV 9 9 9 9 9 9 9 9 9 9 9 2 VVVVVVVVVVVV9 9 9 9 9 9 9 ._-_ ..- _- __ . - .... ---__._ _ 1 9 9 T 9 9 9 T 9 7 9 9 VVVVVVV" 9 9 9 7 V'. 9 9' 9 9 7 9 --9 9 T-'V 9- 9 9 9 9 9- ) 24-00-00 QS BO 5-1/4" - - B1,3-1/2" LL-6020 lbs- LL_4216 lbs DL 9145 lbs T DL 4664 lbs SL 5331 lbs SL 2400 lbs Total Horizontal Product Length=24-00-00 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 Left 00-00-00 24-00-00 40 psf 12 psf 08-00-00 2 roof Unf.Area Left 00-00-00 24-00-00 15 psf 25 psf 06-00-00 3 wall Unf. Lin. Left 00-00-00 24-00-00 0 plf 80 plf n/a 4 Beam 20 at bearing B1 Conc. Pt. Left 03-06-00 03-06-00 2014 Ibs5016 Ibs3577 lbs n/a 5 Beam 21 at bearing BO Conc. Pt. Left 06-00-00 06-00-00 542 lbs 1464 lbs 554 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 79488 ft-lbs 60.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 18864.lbs 61.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U330(0.851") 72.8% 2 1 output as evidence of suitability for Live Load Defl. U580(0.484") 62.1% 2 1 particular application.Output here based Max Defl. 0.851" 85.1% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 14.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/4"x 7" 20496 lbs 0.6% 74.4% Steel or ask questions,please call (800)232 0788 before installation. B1 Wall/Plate 3-1/2"x 7" 11280 lbs 108.3% 61.4% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST'", ALLJOIST®,BC RIM BOARDT" BCI®, Cautions BOISE GLULAMT",SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing length at bearing B1 should be at least 3-13/16". PLUS®,VERSA-RIM®, Bearing B1 cannot support a load of 11280 lbs. VERSA-STRANDT",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. L� Design meets arbitrary(1") Maximum load deflection criteria. KJ_y 4 a 7XLo; 2 �i� `�. i re 4 " 0'a'1 (27-21 )( lL = 2 t� - -` CAJ11J r= 2 g7 o-,6 274 .,, , oc 4� PAUL W. °\*r, 1 k -` SWANSON x i,) (�12. = /25 ;> 71' S '' k - -- --- r `' ST UCT�URRAL Li .' . - _ & °- 7 OW - Page 1 of 2 - a. 4 a • BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2A 3100 SP Floor Eeam'Seam 13 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 Job Name: Watson Residence Description: Beam 13 Address: 143 Rendezvous Lane Specifier: City, State,Zip: Bamstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 Misc: job 2163 - -a / 13-06-00 _..sue..- _..>.._-'�_•__. --.--.r.._..- _�.. __ BO B1- LL 1080'Ibs — _ _________.. LL 1080.Ibs--_ DL 403-lbs — DL.403 lbs Total Horizontal Product Length= 13-06-00 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 Left 00-00-00 13-06-00 40 psf 12 psf 04-00-00 Controls Summary_.Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5005 ft-lbs 23.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1266 lbs 16.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U964 (0.168") 24.9% 1 1 output as evidence of suitability for Live Load Defl. U1323 (0.122") 27.2% 1 1 particular application.Output here based Max Defl. 0.168" 16.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth - '--13.6-- - - --- n/a 1 Installation-of-BOISE engineered-wood---- products must be in accordance with % % current Installation Guide and applicable Allow Allow Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2-1/2"x 3-1/2" 1483 lbs 86.2% 22.6% HU410 or ask questions,please call (800)232 0788 before installation. B1 Hanger Load 2-1/2"x 3-1/2" 1483 lbs 86.2% 22.6% HU410 BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAM'*' SIMPLE FRAMING Header for the hanger HU410 at BO is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 DF. SYSTEM®,VERSA-LAM®,VERSA-RIM Hanger HU410 requires 14 10d face nails,6 10d joist nails. PLUS®,VERSA-RIM®, Header for the hanger HU410 at B1 is a Single 3-1/2"x 11-7/8"VERSA-LAM®2.0 3100 DF. VERSA-STRANDT"",VERSA-STUD®are I 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. Connector Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram j�br- I d7 1 a I %. 4 ' -1-• ' .1 • -‘vi 05; 4>Nscc a minimum=2" c=7-7/8" o _ PAUL W. " G,./2 b minimum= 3" d= 12" i SWANSON - 4:4 ca STRUCTURAL vs Member has no side loads: . ---- `' No. 3533A Connectors are:16d Sinker Nails ,� / - f Page 1 of 1' i 3 0 L_ BOISE- Quadruple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 16 BC CALC®9.2 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday,April 12, 2006 11:14 Build 141 File Name: BC 2163 ()\-) 1 b K2-Z Job Name: Watson Residence Description: Beam 16 Address: 143 Rendezvous Lane Specifier: City, State,Zip: Bamstable, MA Designer: -Customer: Architectural"Innovations Company: Code reports: ESR-1040 Misc: job 2163 v 7 ..-.. .. --__ 2- _ VVVVVVVVVVVV 7 T v T V 4 1 9 4 T v- v y..:,. - -21- 12-O6-OO L_ B0,3 1/2 — - L-L 3788-lbs - --- ---- - --LL_5206-Ibs_ --DL.4022 lbs... . - - - • __ ..DL.5751 lbs 1 - SL 2492 lbs - SL 3799 lbs Total Horizontal Product Length=12-06-00 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 Right 00-00-00 07-06-00 40 psf 12 psf 14-00-00 2 Standard Load Unf. Area Right 07-06-00 12-06-00 40 psf 12 psf 06-06-00 3___ Beam 10 at bearing B1 Conc. Pt. Right 05-00-00 05-00-00 2117 Ibs6206 Ibs6291 lbs n/a _ 5 Beam 14 at bearing B1 Conc. Pt. Right 07-06-00 07-06-00 977 lbs 423 lbs n/a 6 wall Unf. Lin. Left 00-00-00 12-06-00 0 plf 60 plf n/a 7 ceiling Unf.Area Right 00-00-00 05-00-00 10 psf 10 psf 08-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pros.sMoment 58135 ft-lbs 87.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -13333 lbs 62.3% 115% 2 1 - Right be verified by anyone who would rely on Total Load Defl. U356 (0.406") 67.4% 2 1 output as evidence of suitability for Live Load Defl. U589 (0.246") 61.2% 2 1 particular application.Output here based Max Defl. 0.406" 40.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 7" 10302 lbs 98.9% 56.1% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 7" 14756 lbs 141.7% 80.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDTM' BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Bearing length at bearing B1 should be at least 5". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing B1 cannot support a load of 14756 lbs. PLUS®,VERSA-RIM®; VERSA-STRANDTM,VERSA-STUD®are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. PAUL W. ef.c m SWANSON .' "y. FF's STRUCTURAL i No. 35334 — -Page 1 of 2 - - - -- - - - Double.1.3X4" x 11-7/8= 2.0 3100 SP Floor BeamkBeam 14 � BCCALCOA.2 Design Report'US 1 span INo cantilevers\ O/12slope Wednesday,April 13. 20061114 Build 141 File Name: BC21G3 Job Name: Watson Residence Description: Beam 14 Address: 143.Rendezvous Lane Specifier: City, State, Zip:Barnstable, MA Designer: Customer: Architectural Innovations Company: Code reports: ESR-1040 K0sz kzb21G3 - - � �u 1s��o --r-8V��n2~ -----` ---------- --- 81r348r '-LLV03lb* oLn95xm . ` '^- ~ - --�~^uL*zx/oo .' - -- -- 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% lrib. - 1 Standard Load Un[Area Loft 80,00'00 16.00'00 40pu 12psf Oi'04_O0' 2 Beam 13od bearing BO Conc. Pt. Left 08-00-00 08'00'00 1080 |ba 403 |bo n/a, Controls Summary Value %/ulowable Duration Load Case Span Location Disclosure -- - - Poo. Moment 7493f-|bo 35.2% 10096 1 1 ' Internal Completeness and accuracy vr input must End Shear '1296 |bo 16.4Y6 1OOY6 1 1 'Right be verified by anyone who m rely on Toba|LoadDe0 UGQ7(O29l 34496 1 1 v«wu�au�,��""=".=".�"""o'"` - . � o L�eLoad De0. UQ88 (O177^) 3G.4Y� 1 1 _ particular application.Output here based _ ---Max DO 0.25. �-25lY% 1 1 ' on building- -- code-accepted-designproperties and analysis m6thods.-' -- Span/Depth 147 n/o 1 Installation vfBOISE engineered wood products must be in accordance with ounnm|nu�ou�unGu��and applicable ��nvw Y�/w|vw ~ building onuoo Tuo�oinm�onauonmume Bearing Supports Dim.(Lum) Value Support Member M�a�a| ,uu"'y omio'u��uava000 u xquov n ' 8U VVaU/P|ota 3'1/2^x3'1/2^ 1298 |bo 24.096 14.196 Spruce-Pine-Fir <' --25�0------�--nauvn. B1 VVm|VP�be 3-1Q"x3_1�" 1400 |ba 2G.SY� 15.296 Spruce-Pine-Fir � aCCALCO.oCFn*Msm0.*JG"°. ALLJO|GTN BC RIM BO*RD`".BC|8. -Notes; oO|SEGLULAM=.SIMPLE FRAMING Design meets Code minimum (U24O)Total load deflection criteria. ' 8vSTEMO.vER8a'L*M0.VERSA-RIM Design meets Code minimum (U3GU) Live load deflection criteria. pLVSO.vERoA-R|M@. Design meets arbitrary(1^) Maximum load deflection criteria. ` VERGA'GTRAND"°.vER8A-GTU0Oare trademarks uf Boise Wood Products, L.L.C. Connection Diagram _ o ~°-'u c-' } ' a / | I w � w | « �_7i ominimum =2^ o=7-7/8^ b minimum= 3^ d= 12^ Connection point load is connection design of'side-loaded'point load ~ consult a technical representative or professional of Record. Member has no side loads. _ PAUL Concentrated loads are not considered in side load analysis. SWAN Connectors are:1Od Sinker Nails to �� - -Page 1of 1 — ---'- --- ------ / / / �~� The Commonwealth ofMassachusetts _,_- Department of Industrial Accidents ' _;_ry;{t.�ti Office of Investigations • ='!;= 600 Washington Street • — Boston, MA 02111 '` •,;F www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Con 4,„At ,„... ot e►� . Address: 14 —K LJ L Z,fo 14.5 \ a t • • ,�-� p b30 City/State/Zip: a r v. e Ci,� A p • Phone#: L0 I.`1 _ 3 3 5— 5'I 0 2 Are you an employer? Check the•appropriate box: Type of project(required): 1,❑ I am a employer with 4. ❑I am a general contractor and I 6. ❑New construction employees (fall and/or part-time).* have hired the sub-contractors 7. Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet$ g ship and have no employees These sub-contractors have • Sc Demolition •' • working for me in any capacity. workers' comp.insurance. 9. 0 Building addition o workers' Comp.insurance• 5. ❑We area corporation and its • 10.❑ Electrical repairs or additions required.] officers have exercised their • 3 XI am a homeowner doing all work right of exemption per MGL • 11.0 Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.0 Roof repairs . insurance required.].t . employees.[No workers' . 13.❑ Other • comp.insurance required.] ' *Any applicant that checks box#1 mast also fill out the section below showing Their workers'compensation policyinformatien• '.• t Homeowners who submit this affidavit indicating they are doing all work taciturn hire outside contractors mast submit a new affidavit indicating such. ;Contractors that check this box most attached an additional sliest showing The name ditto sub-contractors said their workers'comp,policy hear/nation. tam an employer that IS providing worker 'compensation Insurance form employees: Below is the palky and job site information. Insurance Company Name: Policy#or Self ems.Lie.7 P sat n Date: lob Site Address: • City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secare.coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of pedury that the information provided above is true and correct. Signature: 5 -t"OMg - ViittA Date: 6 1 i 0 I 0 it Phone#: (P11 , ?)5'510 q_ • )I car Kit; . Do not E IR this a a,tin be completed ,e or w 1 . 1 • City or Town: PermttILicense# 1 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/.T own Clerk 4.Electrical Inspector 5.Plumbing Inspector- 6.Other ' i tContact Person:_ Phone#: