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SFR 2004
•et N 't3 O IS c4 g N • 4CZ � — O CA fig4 CZ ii •ffl C ►-1•:1 5 cd O p.m CIO OS w o E at 10 o U o a ®a wo , o o, N N .w~., d0 F o 0 O cn00 IV E-+ o t+ .E tZ .a) 0 o G) o .8 C�."o..+c H C.) a 9 xz Q O °? fel c O >, U A 1tlA 8 oo k , Z b U b4 t„ cu V o by 0 ii. o \ s U H r• en cg o a 3 0 0 0 UT \ 1: \ is _ t \\ Town of Montville Building Department Field Inspection Notice Address: 210 Pruett Place Job Description: SFR Permit Numbers: B2003-0533 -E2003-0327 Footing Not Approved: Approved: 9/25/03 Comments: 1. Backfill Not Approved: Approved: 10/14/03 Comments: 1. Framing Not Approved: 1/6/06 Approved: 2/09/04 Comments: 1. Hurricane clips required(802.11)at South side 2. Joist hangers required at hallway adjacent to stairs 3. Verity bolting nailing on LVL's Rough Electric Not Approved: Approved: 2/2/04 Comments: 1. Electrical Service Not Approved: Approved: 2/2/04 Comments: 1. Where do you plan to take fireplace air from? Rough HVAC Not Approved: Approved: Comments: 1. Rough Plumbing Not Approved: Approved: 2/06/04 Comments: 1. Gas Line Not Approved: Approved: Comments: 1. Fireplace Throat/ Not Approved: Approved: Chimney Comments: 1. Fire/Draftstopping Not Approved: Approved: 2/17/04 Comments: 1 Insulation Not Approved: Approved: Comments: 1. Certificate of Not Approved: 5/13/04 JS Approved: 5/17/04 JS Occupancy Comments: 1. GFCI required on kitchen counter next to frig. 2. House numberws to be min.4"high.contrasting color Deck Piers Not Approved: Approved: 3/10/04 JS Comments: 1. Not Approved: Approved: Comments: 1. Not Approved: Approved: Comments: 1_ Comments: Page 1 of 1 Town of Montville Building Department 848-3030, Ext 382 RESIDENTIAL CERTIFICATE OF OCCUPANCY SIGN-OFF SHEET U PrL - erty Address Job Description: AQ-t.4) Q.. s ov._ "— The applicant is responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEAL,H DIST' CT 848-3030,Ext. 339 ;I,/ I, ' / C . / 7_ o r/ Approved �GD S No Permit J `7 [ Permit#: l ❑ Required I. f (} Date J� S 7,0� Approvedt 2.as-2// No Permit I/ ❑X Permit#. 7 ❑ Required ivate e Date WPCA DEPAR MEN 848-3030,Ext.376 Approved No Permit ❑ Permit#: ❑ Required Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved No Permit ❑ Permit# ❑ Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved No Permit _ _ _ ifr� _ � ��//� ❑ Permit#: ��� ❑ Required Director Date PLANNING&ZONING DEPARTMENT 848-3030,Ext. 379 In-Compliance No Permit ,, ),&&/) 25Lei2eb, -5717/ V I j Permit#: ,,, 3 ZS'f ❑ Required Zoning Date 7In-Compliance No Permit ❑ Permit#: ❑ Required Inland-Wetlands Date • Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext.382 Plumbing Permit Permit Number: P2004-0010 Date: 21-Jan-04 Map/Lot: 111/011-000 Owner ID 121539 Job Location: 210 PRUETT PLACE Unit Job Description: Plumbing Owner: Contractor: Robert Daly Joseph Flynn C/O Harry B Heller 37 Lewis Street 736 Norwich N L Tpke Groton Ct. 06340- Uncasville CT 06382 Telephone: (860)445-4439 Lic/Reg Type/No. P1 203374 Exp Date: 31-Oct-04 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R5 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $0.00 CO Fee: $0.00 Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 it is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑ Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: 0 ❑ Final Inspection ❑d Rough plumbing and leak test ❑ Certificate of Occupany ❑ Gas piping and test Building Official's Signature: 9�� Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext. 382 Mechanical Permit Permit Number: M2004-0012 Date: 21-Jan-04 Map/Lot: 111/011-000 Owner ID 121539 Job Location: 210 PRUETT PLACE Unit Job Description: Heating Owner: Contractor: Robert Daly Joseph Flynn C/O Harry B Heller 37 Lewis Street 736 Norwich N L Tpke Groton Ct. 06340- Uncasville CT 06382 Telephone: (860)445-4439 Lic/Reg Type/No. S3 307698 Exp Date: 31-Aug-04 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R5 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $0.00 CO Fee: $0.00 Included on Building Permit Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 A is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑ Footing-Prior to pouring concrete 0 Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: 0 ❑ Final Inspection ❑ Rough plumbing and leak test ❑ Certificate of Occupany ❑ Gas piping and test �� .� Building Official's Signature: � �,�� Town of Montville ```�' 00 1 d r Building Department Permit# 1'9 2_00 11 —OC1Z 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 Application for Commercial Trades Permit Plumbing fl electrical Xnlec al A ifeating Air Conditioning G CIS Other Job Location a1 0 7I 11 7L. Job Description/Materials al//G—Y4— W ' / 9 -e__ A?I S J 14J V l0 po 0 8 t, o wa/z, i rLi 330 / tea-t t l 1 r1 / �-� -e-k -7 OwnerTbttL )/ I i C 14Mailing Address 7 0 / 0420/-L' k Lt• City SG IC-&' Fr State e_ ( Zip Tel / / Contractor til v,s'PH f L7l1 ,1 Mailing Address 37 A&-txi G 5 (E City 6 i Toro State C—T- Zip X(0.3 TelO 6 ) / Til T 13 9 Contractor's License/Registration Type &Number P--/ d--033 -2)1 Exp. Date ld / 3/ / 6 X 3 30-)(at1( Fl. iby- I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. 4 Owner/Agent Signature Date / 16 /d Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ f STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Buildin: Permit Affidavit for Pro.e Owners or Sole Pro.rietors (Conn.Gen. Stat §3 1-286b) Property located at ?U E---rt" In the town of I V C-714 Name of building permit applicant D.. —j rL Please check one: 1. I am the owner of the above property. 2. I am the sole proprietor of a business. -2A.Name of business ��/',( -re, del. 2B.Federal Employer Identification Number(FEIN) Pursuant to§31-286b,"a property owner or solero cr"m P Prig'[who]intends to act as a general contractor or principal employe insurance or a"sworn notarized �provide either a certificate of workers'compensation affidavit..- stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1.(� .I do not intend to act as a general contractor or principal employer. [Si:nan. - op here] / .�t. L ,Irr of applican 2. I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers`compensation insurance or sign the affidavit below. Affidavit •--- I hereby swear and attest that I will require proof orkers'compensation contractor,subcontractor,or other worker before he/she engagesworkoninsurance a for perry accordance with the Workers'Compensation in work the above property in Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and part11Crs in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate Dand that a e ies es his intestrict Office; t accept cov Ipage.prietor of a business is not required to have coverage unless he Signature of applic nt Subscribed and sworn to before me this day of ,200_ (Notary Public/Commissioner of the Superior Court) STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION PLUMBING&PIW 1, T.D CONTRACTOR 471 ViIS `T 1 itMI,€1, t3 LIC IQNQ s E I_V ef EXPIRES 203374 -f T% j0/31/20 04 t • :_Rae I SIGNED . I ZO. L/ -OG ) Q - NNECTIL oT ST�'�EH�OF CD r'►z�'xoTE�Tt COOLING L IED CONTRA TINGYCTOR `l pEPAKT BEA ' B�G& JOSEPH 1`I FLS 31LEWIS ST GROTON- 06340 4 �' S3 I EXPIRES 4 EFFECTIVE CT pg1311200 E 69gG No. 1%10112003 1.1 C./R � 30� SIGNED ---_M I' f / Z.Oaq-00 1Z Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 (860)848-3030, Ext. 382 Electrical Permit Permit Number: E2003-0327 Date: 20-Oct-03 Map/Lot: 001/004-OBB Owner ID 121539 Job Location: 210 PRUETT PLACE Unit Job Description: Electrical&Electric Service Owner: Contractor: Robert Daly Landers Electric LLC C/O Harry B Heller P.0. Box 879 736 Norwich N L Tpke East Lyme Ct. 06333- Uncasville CT 06382 Telephone: (860)739-2856 Lic/Reg Type/No. El 101452 Exp Date: 30-Sep-04 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R5 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $0.00 CO Fee: $0.00 Included on Building Permit Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑ Footing -Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab- Prior to pouring concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑d Rough Electrical ❑ Insulation ❑,r Electrical Service ❑ Final Inspection ❑ Rough plumbing and leak test ❑ Certificate of Occupany ❑ Gas piping and test Building Official's Signature: cP6 - Z, ? y18 Town of Montville Permit # Building Department Q���Z 310 Norwich-New London Tpke. Tel. 848-7166 Uncasville, CT 06382 Fax. 848-7231 Application for Building or Trades Permit Building_Per�mit Trades,Permit New Construction 0 Accessory Stnucture motion �rDtrrtoCttion tubing (��iukanicat [.,/iteration EjOther6fect' rice _2i-eating Conditioning S` n Job Location ! R/3 Job Description/Materials z--cf,ito ffopkt-- Owner ,, �;s Mailing Address 2e?i iii4i k6.7Lam., City jT: State C r- Zip o‘- y Tel Zo'' Contractor .,,� z , 1 L c Mailing Address po Ga City N State Cr Zip O '333 Tel / Contractor's LicenseJRegistration Type&Number /e y3 Exp. Date 9 30 / zUoy New Rome Construction Contractors: Have you entered into a contract with a consumer for the proposed new home?(] Yes❑ No I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signature Dated/ /9 I �3 Construction Value Fee Building $ Plumbing S Mechanical Electrical S Other $ S Certificate of Occupancy ----- s Plan Review Fee State Education $ Total S 3 $ • MEMO DATE: it)-/q-03 TO: TOWN OF A1o/)Tv/ (.e DEPARTMENT: BUILDING DEP. FROM: LANDERS ELECTRIC LLC DEPARTMENT: MESSAGE: I, CARLETON H. LANDERS CO OWNER I.ANDERS ELETRIC LLC, GIVE AUTHORIZATION TO GREG A LANDERS CO OWNER LANDERS ELECTRIC LLC TO MAKE APPLICATION FOR ELECTRICAL PERMITS UNTIL.FUTHER NOTICE. SINCERELY, CARL ETO: H LANDERS CONTRACTORS LICENSE# 101452 a FOR YOUR RECORDS J ROUTE TO: J REPLY REQUESTED IMMEDIATELY DALE: REPLY: ST:VI L OF ('ON\1 (111(111 /11 !'ll'/ Xll .A1 1/ ( (1Avl lll.11PI((IlPC/la\ ELECTRICAL UNLIMITED CONTRACTOR CARLETON H LANDERS 6BROOK RD NIANTIC,CT 06357-2310 TYPE: El UC./REG NO. EFFECTIVEEXPIRES 101452 10/01/2003 1 09/30/2004 L_ SIGNED I. AHHHAPAB Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 (860)848-3030, Ext. 382 Building Permit Permit Number: B2003-0533 Date: 23-Sep-03 Map/Lot: 001/004-OBB Owner ID 121539 Job Location: 210 PRUETT PLACE Unit Job Description: Single Family Residence Owner: Contractor: Robert Daly Richard Daly C/O Harry B Heller 707 Hawley Lane 736 Norwich N L Tpke Stratford Ct. 06614- Uncasville CT 06382 Telephone: (203)521-4344 Lic/Reg Type/No. NHC 204 Exp Date: 30-Sep-03 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $175,630.00 Building Fee: $1,054.00 Use Group: R4 Plumbing Value: $11,980.00 Plumbing Fee: $70.00 Code: 1995 CABO Mechanical Value: $13,311.00 Mechanical Fee: $82.00 Construction Type: 5B Electrical Value: $12,265.00 Electrical Fee: $76.00 Permit Code: R2 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $213,186.00 CO Fee: $10.00 Plan Review Fee: $106.40 State Ed Fee: $34.11 Total Fees: $1,431.31 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑d Footing -Prior to pouring concrete E Rough HVAC El Backfill-Footing drains and waterproofing © Fireplace Throat El Concrete Slab- Prior to pouring concrete ❑ Chimney-One flue above thimble O Rough Framing Firestopping/draftstopping O Rough Electrical 0 Insulation O Electrical Service ❑ Final Inspection Ej Rough plumbing and leak test ❑d Certificate of Occupany O Gas piping and test Building Official's Signature: Town of Montville Residential Plan Review Date: A0G0Sr 117 00 +f Job Address: O./O Pim Job Description: N e We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Access 18"x24"(409.2) Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information(112.1) • Floor plan(s) Building permit ap lication not completed,signed,dated Plans required X Permit fee$ I�W31.51 Dimensions X Worker's comp.Affidavit or worker'comp.Insurance Finish floor elevation Copy Contractor's registration or license Minimum room sizes(304.1) Construction permit sign-off sheet Door and window sizes Provide all documentation to show compliance with the Model Kitchen layout Energy Code (1995 MEC). Contact your insulation contractor, Bathroom layouts,tub sizes in gallons,space clearances Northeast Smart Living Center (1-800-228-7764) or your local Stair location(min.width 36")(311.1) building official for information. Attic access location and size Street address of project on all drawings and documents Identify the use of each room Total square footage for each level of the structure • Site plan Indicate required light (8% of floor area per room) and ventilation Plans required (4%of floor area per room)for each habitable room or space(303.1.) Finish floor elevation Indicate safety glazing in areas required such as:doors,windows,tub Signed by P&Z,Wetlands,Uncas health,WPCA &shower enclosures,etc.(308.4.) Property lines not provided Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Distance from property to structure opening height,20"clear opening width)(310.2.1.) Structure dimensions Egress window maximum sill height 44"(310.2) Driveway Are basement stairs enclosed/accessible? If so, protect with Topography(existing and proposed) minimum 1/4"sheetrock(310.3.) Footing drain inverts,outlet and separation Designate which door is the required exit(36"minimum,hinged) Proposed utilities Garage Wetlands and flood zone limits and elevations Minimum 5/8"Type X gypsum board separation(on garage side)to all(309.2)living spaces—all combustible support framing to be covered with • Foundation Plan minimum 5/8"Type X gypsum board if it supports habitable rooms Plans required Indicate minimum 1'/"solid wood door, 1 3/4"solid core steel door,1 Dimensions 3/4" honeycomb core steel door, or 20 minute rated door from the Wall thickness garage to the house and its basement or attic(309.1) Footing sizes Indicate self-closing devices on all doors from garage to the house Frost protection required and its basement or attic(309.1) Window and door sizes and locations Indicate slope for garage floor(309.3.) Hatchway Foundation—indicate the assumed soil conditions that the system has • been designed for or provide engineering data. If presumptive soil Elevations conditions cannot be met,provide soil bearing engineering data(401) Plans required Concrete strength—foundation,floors,exterior porches,walks,slabs Type of siding (402.2) Type of roofing Basement—finished of unfinished? Other finishes Vapor barrier between sub-grade and concrete basement floor Finish grades (505.2.3) Building heights Minimum height of foundation walls above finished grade(404.1.3) Dimension height of chimney above roof Perimeter insulation,if conditioned space Roof pitches Anchor bolts—size and location(403.1.a) Floor thickness and control joint location(403.1.a) • Building Section(s)&Details Lally column size,attachment and spacing(408) Plans required Column footings—size(403) Floor-to-floor heights Waterproofing details(406) Handrails and guardrails — detail, including height and maximum Rebar if required—wall length,unbalanced fill,or soil conditions will opening,handrail cross-section,continuity and required returns determine this. Provide engineering data for complex design. Riser height(8 1/4"max),tread depth(9"min.),and nosing(3/4"—1 Fireplace/chimney base ,/„) Concrete piers and anchor details—decks Show minimum headroom in stairways—6'-8"measured from nosing Foundation drainage—sump,drain to grade, or town storm system, plane to lowest point of ceiling indicate pitch(405.1) Stud size and spacing,species and grade(or minimum Fb and E) Beam pockets—minimum clearances Sheathing—size,thickness,type Crawl Spaces Siding,material,type,style—underlayment per mfg. Crawl space data—clearance to joists, slab thickness (if provided), Insulation—R-value,type—including basement walls if applicable vapor barrier(409) Flashing detail—windows and doors—type,material Ventilation(409.1) Town of Montville 9 Building Department tisi Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville,CT 06382 Fax. 848-7231 One&Two Family Building Permit Application Form 4]9 w Construction ❑Addition 0 Alteration 0 Accessory Structure 0Other Job Location* ak L 4 Pg_tioe..4 P 'i Job Description/Materials V l-2-kit2 eG7v•-45rltia..c. -. chi\/lQ l e. c ((7. Owner--Mlle- oP a ( f41 Mailing Address 101 CitySF` c State- Zip C.JIL� -[ Tel 3/3� 19`(8 Contractor t C-IL-Vg-- ))44:aci Mailing Address—161 l 0 41174-2- City�r r FCY State l_Zip 0(0 ('( Tel a03/ 5?..t/ Y Contractor's License/Registration Type&Number a `'e-4--t-) tA-fZ Lc9,St mate 9 / 30i _,izt tt ao c( I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. / OAP Owner/Agent Signature , , /r Date Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See*verse side for adifitiond requirements) Town of J`'`ontville Building Departmrt Receipt Date ! / /7l D ,3 No. 03172 / = �► From: s. / ' j .4 -710 Job Address: ) 4 0 / .0 Amount $ /Y3 1 • Cash 41d100 Check #o9`7 rCirc c P t ; Received by -..ter/:Lit Li ,;�fi� ,4/..-fPermit 4,1"1,70047-0/343 r n t rt".400:0..1'..4•6:::•;,.; vj+�Ir KS f t t;:tt r 1 lex .'Y :mco, t,.;:p,x f•tr fi.;'•A r ti.poAy..t a'tt•\t '^rr/ ✓"'t '\Y. y\.t/—�.v- .\y y.. v '.V-. k `1,-, Vit/ , -t {. y•.5:04x. ¢.,"•,:�..611. ��n1.is,,ft,,:6,¢, ,,,i,': . 1. y �'F t:1 if'r R0. r".• .�111% " 3 i r ft • �,, t.; 1 .l ,.:u; ,No..4'•e ..:•.. ,,,:••v ., .X,;At..:t. .,.t�" :•R•,r::;h,•,.�.•.;,,. . 3E�i, SR •'ir R WO; rY f fS li... J •.;R., '.�' �.. ,• - ,AK, z •1'i,'• `+vr,•- STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION„.y. 0 ¢ ®� 165 CAPITOL AVE • HARTFORD CT 06106-1630 ; Be it known that i RICHARD DALY -c 707 HAW LEY LANE - •=') STRATFORD, CT 06614 ` i _ctr '' "`" , Is certified by the Department of Consumer Protection as a registered NEW HOME CONSTRUCTION CONTRACTOR *:i :::-...:::..:_.7.;.1::1-:::: .:7*.. ` ._�•• _ . •Registration Number: 204 f * , Effective Date: 10/01/2001 ...Expiration Date: 09/30/2003 ' � • *-- ---- -.two- lemur• •m issionerMI, ,$,AVI �� � qqIPP 0ig1r vIs� , , 1 `,fY 4140i 1 4,11 s / '4v , ....AV/P..; fr fyy $yir'C: a ,1 ` :A00 .1 %T A' t ' Y : hei�gii i \ 41,.�1Pi{M .1.: tWi; ; {:�iv ;yt,�iw ;.n ,im°Q:.). ,Jx11 A:x.V3/A\ \,ab4'od..Mr/\!..v.y;.%\`' ( .:r,��.w.':.;i,1`'o.y.:/{. ryA•♦ ,i{:A:•w':��06:4..:; 4•..e.x.: 4• J ;�(. • /j xi:i/3\o ...,:::4. ii:&:.. : --- CORD # .. CO L col . ir `::;:�......: 7 i iir t A :. .....,:: DATE IMM/DD/YY) PRODUCER CTS!T 91U3 860-739-3322 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION Smith Jnsurance,Jnc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER ' E COVERAGE Af4ORDELI BY THE POLICIES BELOIN. 15 Liberty Way CCIMPANIES.AFFORDING COVERAGE Niantic, CT 06357 COMPANY A Hartford Insurance INSURED COMPANY Richard J. Day & Harry B NCCINIE Division 8. Hattie(Co Executor s of the COMPANY 707 Hawley Lane C Stratford CT 06614 COMPANY I D GOVERAGtS THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO vg-(CH T US CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER DATE IMM/DDIYY1 DATE 1MM IDDiYYI LIMITS A GENERAL LIABILITY 02S8MNI9709 7/03/03 7/03/04 GENERAL AGGREGATE $ 2000000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO $ 2000000 CLAIMS MADE n OCCUR PERSONAL&ADV INJURY $ 1000000 1 OWNER'S&CONTRACTOR'S PROT – EACH OCCURRENCE $ 1000000 E'1P,E OWVYA..E(Any one Tire) 5 30001)17 y MED EXP',N y one vz.r ) 5 1 000e AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT 5 ALL OWNED AUTOS BODILY INJURY 4 SCHEDULED AUTOS I(Per person) HIRED AUTOS IIINON-OWNED AUTOS BODILY INJURY S (Per accident) PROPERTY DAMAGE 5 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ■ ANY AUTO 1 OTHER THAN AUTO ONLY EACH ACCIDENT $ AGGREGATE 3 I E%CE5S VIABILITY I EACH OCCURRENCE 5 ---LlOA.R�GLLA FLlR6A i AGGREC,L?x OTHER THAN UMBRELLA FORM $ BW I ORKERS COMPENSATION AND 6ZZUM928X 1 63 6/31/03 8/31/04 WC S IA III- 0TH- _ I(EMPLOYERS'LIABILITY TORY LIMITS ER 1 EL EACH ACCIDENT — 5 100000 THE PROPRIETOR/II IPICL PARTNERS/EXECUTIVE I EL DISEASE-POLICY LIMIT $ 800000 OFFICERS ARE: OTHER EXCL EL DISEASE-EA EMPLOYEE 5 100000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS RE:210?RUIl1 STREET.AND 15.I3CIEJN LANE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DHE TOWN OF MONTVILLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL BUILDING DEPARTMENT 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, MONTVILLE, CT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, IIS AGENTS OR REPRESENTATIVES. AIITHO IZED RF_PR4SENTATIVE A x04.#4Ai&7; : 8 32 0.0$0.: RiR ft14198$;`:3 .s' A. Town of Montville '+r Building Department ' - ,` 848-3030,Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET 0/O -jzcfe-7-T "PL- e. Property Address Job Description: /'6--L✓ l Fg_. The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HETH DISTRICT 848-3030-882 C n Approved Cl/K 1.-�L.-� `1 18 c)3 ❑ Permit#: I'1Ck ❑ Not Applicable Septic aystem Date Approved ❑ Permit#: ❑ Not Applicable Private Well Date WPCA DEPARTMENT 848-3030,Ext.881 Approved ❑ Permit#: Not Applicable Municipal Sewer Date House Trap ❑ Outside 0 Inside Approved i ❑ Permit# P Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 .� Approved ----/& s , I e9'.-0,3 p Permit#: /KA 0 Not Applicable ,C Date PL. NNING &ZONING DEPARTMENT 848-3030.Ext.81 In-Compliance t.-444.A.0 a.4124 l/ 07 jEj Permit#: 203-ZS-5' ❑ Not Applicable Zoning ate In-Compliance ❑ Permit#: Not Applicable Inland-Wetlands Date e week Prescriptive Package Worksheet _ ! _ _ QQ I Enforcement Agency Builder Name ,Rt C� e t, 1 Pr(2-- Date — I (3—O3 I _( �.� t C- _ I Permit# BuilderAddress 1 � �)�, �I-i PCZ �r-�`�0/��1 Lj- I Building Address ra.l b — / o �9 6.A ''Rt-k.Et-- P 0-c-E I Checked By Zone Number Package Number Submitted By L c�-kA n�‹ ,� Phone Number C1ZCD3 7 P,-t'i't 8 L Date J Cd (Z3� Sal—''(-( 310f • • _ PROPOSED . - -REQUIRED -• Glazing Area ' • toox .,.I _- -:- d.),:2)( = / (c2.- % 1 % Glazing Area Gross Wall.Area Proposed Glazing Area Maximum Glazing Area R-Value Proposed Minimum Description Comments R-Value R-Value Cng - t GaR- 3-s R- 3s Wall P..- , R- / 8 Floor Over Unconditioned Space - R- 30 R- 30 Floor Over Outside Air R-/1.) j, R- 3 - Basement Wall R-O v ,11 R- / Slab Floor R-� / R- /l..< 4 Crawl Space Wall R- ( 4 R- 1,0(4 U-Value Proposed Maximum Description Comments U-Value U-Value Glazing U-V Ml{ U- Q t.L0 Opaque Door u- 0,26 U-0.35 Equipment Efficiency (This section may be left blank it Norma!is selected on the right) Check One 9/Normal Heating AFUE/HSPF V o High Heating C3 High Cooling Cooling SEER Efficiency Make&Model Number O High Healing&Cooling Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans,specifications, and , • calculations submitted with the permit application. 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CA Cb W ....'....•:.‘fi!;::•;7:?..i;PKY:ftini:71 I E .. g .....i..;......... t '''''Op ,•• •':. .-i'. • t,',17.0ie• •CY.:';'....; g * •44 II LItli1Olid • b i . • •,• . •-•••.:,.:.•: -,,....-„, ,...4....„..y... . . ;. :2 :it. t 64 • ' •• •• .•.P.14.• '05v sl;sn, ;,,, ,,,a w7 0 :.;,..,.:.-....i, til. •3 .;, • • •i..• , : ••'...,•):::pr....e 4!..v. ,-.... -' •''. ;.i' ! ' k '' 44 •-" ' '•.. - •''"•444.i'•44-,':•-'t:1.4' • • 4,1, ,,1,. . •'...'. *•-r,/,4•• „., , . --. -:,:,..-:........-,::.:1-.........,.;,,...,,...:„.1,,..,,,,i: I ... ..'5...'1• •"...:-.r.•••:,:"...:,;'.4t1^,..,,.).,'144'L-A1,,.., . ....' ...G.....•::. • a rra# ,.. ;,-.'-';'"(,P w `.�y ; fC`ASCADE-�C CALCTM 2001. .4 �i1 DESIGN REPORT 5 . .• . *�t‘ i 314..i i i ' x 9 in" v-LSP 2900 the S yy yy 1t3;2a�131 � • 1tl�Cilt� �, ,, Customer - lhti(k 1'14. � -1..\�t .l�crt Specifier - z . .7.-, . " Dasher - ubs .v. AWNS 'cat 5512,80CA 98.62,sacci 9852 M 'y -A • j , / t r, Itrit���w� �t��t �i� i�r�tw�r1iNiNN� • i 11IUUuouJuflfluli!!lHuflil Load-10PSF 10PSF 1/2"c 3� 1/7 it 1l2" T tsQa oo _ ' 0,0M as Ceti' bSOp 82 1 ...... . tile- ' 91110,1 .: 47-08-00_ t t73 3' '�, 47-08-tJp B4° 112 t .: 3�Ps DI-Total e� Horizontal L 71 - D` Omlo st Dad 401 i� 14061bs. I load 8rtaty IJS li4ipelhd b OAtsCH pfkin S Stands toad Type Re?. Start End live DeadTab. bur. �•type ' floor Beam1 Unf.Aree Load Left 00-00-00 35-04-00 40 PSF 10 PSF 15.00.00 1o0 `'!1 Unf.Area Load Left 00.0200 35-04-00 30 PSP 10 PSP 15-0000 100 Number of $ NO Unf.Area Load Left 00-00-00 35.04-00 20 PSF 10 PO 15-0040 100 ` 414140 Controls Summary ContrV ft* y ;0 } Type 61.5% x100% 9ration 8adra3e Span Loot It "moi2 12062 i!-fE,s -Right ROAR* 'i., Ertd Shear 4594lbs 47.6% S 4-Right Ciiiibtodeori' ype ilia ton L/7nit tont.Shear 16(0128') 3333.5% oma 4 5-Left uw tdeed ass L Deflection (0.1041 54.3% 4 5 ve 4 t111d'Citied Y4)PSS' M .bDeft. Deft0.128"(Limit:t") 12.t396" 11.0%84 Pitl.g t 0 PSP Span/Depth 9./tiiiiiko 4 - 00 3 btiatosi Sestina Supportssweat ip r yar Name Type ' bi:V d ,by anyone 80 3-i (L.x i 1 Vae 8 .5% ire S 1Mtt!' Wall/Plate 3-112"x 5-1f4" tlb� 'N6� 1 fa tw 4725lbs 125.96 4 Post 3-112"x 3-1/2" 13047 c a 82 Post 2ls 135.390 6 V ' - 'okay** 83 Post 3-312"x 3-1l2" 142Z'7 lbs 136.890 .� 3-1/2"x 3-112" 16230 ibis 148.3% 8 Ve �` a 84 Post 3-112'x 3-1/2" 16394 Ctrs 157.4% 9 Ve t f�lt,it,er 85 WaPdPiate 3-11.2"x 5•i/4" 6026 Ibs 77,296 • 4 S tigiri it CAU NS: prt I ASI .1tioillhodigkottdmigiothe Ssgtitlp 81 Ctlt'tnot support a load of 13047 lbs. >�g '+ 1,_t .:db*ain Member le Hot tufty supported at it olibr V If' have Beata*, post 1. A connector is required at this tA�Pl�trseiticxlirp�e,� ,� support a not fully supporttdat�al 14227 lbs. bearing. (80 btllore 83post 582. A connector is required at this bearing. amdadi�' M ie notsupporta�!of 15730 Ibe. fullysupported at poet 83. A connector is reouired at this . Member Is not fully load of 15394 Roe Reath) btierltlig. at post 84. A connector is required at this beating. NO IVS: Design meets Code minimum(L/240)Total load deflection criteriaDelign Meet* . Derslan User Specified(L/480)Uva bed deflection criteria. Meets Srbi nary(11 Maximum load deflection criteria• . • iiiligil of 1 SCID and Versa-Lan*are registered trademarks of Boise Cascade Corp. ,- . •11.Y‘,-;,:.'. -, ..-,...,... ,:';'. -, , • , , . . • BC CALCI" 2001a DESIGN REPORT- US Tualltwiloly 16, 0021322 . '..• i....4"-',t-t; ...„0.,,,,.4,!...4043, 1.,,,, rile 4, 1 3/4" X 9 1/2" V-L SP 2900 0,* Name: Until& t' '... , ,‘ . ' -,'' C , ,, Specifiertleklinet : i • •-.,r,.,•,- • ( Designer - ube .. ‘f • -. .T.- ' • ' .. Combeny: - ubs -.'• ._,-..-i;.i....,.... .• ,-, 'q' "',-,;:4,,,.,:, '•‘ •. - IC130 5612,SOCA 98-52.SBCCI 9662 Mc: . . -:-...,--pf' ,-;...•h-), . , : 1,,,,,',it. c,-;,.,,.•3, - .. ..-.,,,t • )q't'" ,' '''.'• '''',.,‘i14,1 • •• ‘,,,i• • • , PlOill*Iiiir V,./ 1!ffilfl*NaM11111111 —•Mailkiltd -4.--.' 77-7-1-4341d 1"M° IIIIIIIIIIIIIM'.4O11111111011111 ' • ................-......--,..---m-,....--..........=. .....,...,.....,..,‘,-.......,,,, ., 14 1,02' 3-1 .:' 81 82 lfir bill. • .•14.4;f::, 3167 lbs U. 1108%ILL ' li*D1,;,•••••• • • • 010400 - • -• • -W.:.', ., .,. . 866 lb*DL 1 08-04-00 24A)hi pt. ip.,,.;,.... .,,,,,_. ; .,..1.•. iy.......,i:.,- ,.., Total ikidzontal Length-12-08-00 Oilietilwttetlr ad SWUM,* — - — — VW* Load '• : '''..... 11i ifivOittil ID Deseriptiori Load Type Ref. Start End Live Deed Mb. Dm. •,,,,. . , ,.., . S Standard Uni.Aree Load Len 00-00-00 12-08-00 40 P SF to PO 1000-60 100 iiiiiti tygik 4.,-*‘Bain Niittioret Stiiiiiii-i't. eitittils fitutitnity • Lad Ciiiliii i Wei Coitral Type Value %Allowable Duration inadcate Spatt Lotatkin RIkill Ditittilikeit • .4.NO. Moment 2554 ft-Ite 19.5% et 100% 2 1 -Right End Sheer 965 lb* 15 0% ())100% 4 1 -Left - , SIdrie . .-Ohl. COOL Shear 1613 lbs 25.1% @ 100% 2 1 -Right Tribtistir , -1113330-00 Total Deflection U3221 (0.024") 7.5% 4 1 RigieflISA) t tiki Live Deflection L/3743(0.0?) 12.8% 4 1 Cenlitruetkin type tVa Tote!Neg.Del. -0.006" 1.3% 5 1 Max.Dell. 0,024"(Limit: 1") 2.4% 4 1 Dalt:bed '40 Psf Spen/Depth 6.0 1 Dikitild 10 P0P Pit Lied 0 IsSF Oisellit . 465 Bosrina Supports •iv. moms Type Dint(1 x W) Value %Allowed Case Material . •-• ' , ...,. . 90 'ebbietk.ey u• of 81 Dis640164- — - "Itild' Walt/Plate 3-1f2-x 3-1/7 1368s 26.3% 4 SpP Post 3-1/2*x 3-117' lb 4032 lbs 38.7% 2 ruce- ine-Pr Verse-Lam their100 tiltitbitilideil by VIM* 82 Wall/Plate 3-1/2"x 3-1/2" 1368 lbs 263% 5 Spruce-Pine-Fir thitisitiii iikr*K0116:i6Oid tre evIdottiiit ,. ".*altilicuir is NOTES: • biirikkip0 - ' Design meets Code minimum(L/240) otai load deflection criteria. • Design meets User specified(L/460)Live load deflection criteria. oadoisitormionitm, —,. pooducts Deign meets arbitrary(1")Maximum load defieciron criteria. wu **rId. the •avoiltliiitialsolv~wihe 001461.40011ditittait yo wain , ' ,.• 'warty,tate have .,-„,,I7evi.o..:.•,),.,.4-_.. • •- ' . . „.. . .... . •..., , - .','-, ',‘ ., •-• , . . . . 'AIV-.• ,.::'''''... ',.., •Itilt-., . '-, - • r' '''.4.*::.•, .-- • ....wit-,5::-?'73t:••••:',-;'-' ii, -...• i•-••1.. i..''''t''..' ...-'.... ''..• to I soot ertd veree-Lern10 bra nagir3tertkid trademarks of Poise Cascade Coro. x �; i i, :, I CAbE- BC ALS 2001aDESIGN REPORT- US . .;. � " ' {��, 1 314" x 9112" V-L Sp 2900 Pile tOeitirirJ ts,X002 t� ;� �" ;�x Paan : lMt - Customer +±� , Specflier - .:•:. . .....4,,,,,i-•:,;44:::4,1�� y - Designer - ubs J1t.. 4Company: - ubs Rap ICSO 5512,BOCA 98-52,SBCCi 9852 Mise: I StandardStandardLoad-40 PSF 10 PSF I 13-00-00 : rc 1/2 s1 3-1 7777 lbs LI 82 f .� 06 18-W 2302 lbs DL 2r/7!Nal. l 07-00-00 7181bs 2.„ . �-••,a ', ;• _ Total Horfxentat Length-13-08. 0 t Otitittataititi toad Summary ID bei Load Type Ref: Start End Llve bowl ttib. but Unt.Area Load Left 00-00-00 13.08.00 40 PSF 10 PS 1S-00-00 100 Nei* F' $lNn 1 Urrt.Area Load Nunilleifof Spot . 2 left 00-00-00 13-0B-o0 30 PSF 10 PSF 13-00.00 106 Lltft c 'NO Controls Summary Right Cain lSillvr •No Control Type Value %Allowable Duration Loadease Span location Moment 6896 Ribs 52.8% 6 100% 2 1 -Right . ;2 End Sheer 2561 Its 39.8% 2 Atilt1'�till6 'j► 124:10.00 Cont.Shear 417011)s 65.0% 0 100% 2 2-Left Fbciillge l'' relit Total Deflection U1036(0.0811 732% 5 2 Cbfoiti 1`yp lira Uwi Deflection 1/1230(0.068' 390% 5 2 i r' yy��yip T�N .Drift p/-X�0.021" 4.2% 5 21 40 PSP Max.De. 0.081"(Limit: 1") 8.1% 5 Diattott 10"Esc spar/Depth 8.8 2 t ; z Bearing Supports eiglName Type Dim.(1 x W) Value %Allowed Case Ma ta$ti ik4060ricy6t 50 Walt/Plate 3-1f2"x3-1/2" 3325 lbs 63.9% 4 Sprub& fir d+ m> i:WINeitbyMiyai>e 51 Poet 3-12"x 3-1/2" 10078 lbs 96.8% 2 VersaiLtim VollAraillingir`at lltlitki t,ae 82 Wet/Prete 312"x 3-1/2" 34951bs 67.1% 5 a0000 or a SprtaCie=P6fti�Flr NotES: 6 Design meets Code minimum(1/240)Total load deflection criteria. s Design meets User specified(L/480)Live load deflection cnIeria tweets arbitrary(1-)Maaodmtmi load deflection criteria OPPIIIMOSbUlififilratidliS an obtain �',e. Tai 1 of I SCIS end Verse-Lem&are registered tredernarks of Boise Casrade Corp. •..,,. • :4'1., .•1•4:;.:;-,,I.-,;- -.i.-.' ',-;; ' ,.....:'.::;-..'.,,,k:,. 'Z.`.;'.-,.: -...,_ . „ .f'?..‘'-'..',•,''.:•%: ''''''' ::.' ',i:.", .--.'0 7''-' ' SCADe • SC CALC"a 2001a DESIGN REPORT- US whiliiiiiiiit , it,2amtia: --.,,,,,• ri;:-0 1 i n 3/4 x 18" V-L SP 2900 Pits hiarne: ,Is. lira - f • •• • ',i:I., 4. CuldOrner - ' is..j7 ';",•&-rlit.,,,, ., , Specifier ) Designer - Ube ':;.. ... •,,' ,-.'.. 4 Z,,,. '- , •-,-,'''''',i,..''i:',,'.,,,,,H':44,.-;,. ,441).' ICBO Company: - ubs '''':T5ik .4.-7401'-'' '-'•' B 5612 BOCA 98-52,SBCCi 9852 Mee: - 0,44.krtAtirti141#01$1/titifr— - . ..• ''.i. ':-:kri,';'• ,...,, ---4.**4.frf i-j-e,Iti*:. „,.,x1;,, ,.. .,,,., , . ..,.,... .4y;:...v.13,•%10X-.i-0.4i4W.. . , '''''( •'!*,.:- w:4••• g!,' %--1.''"ft,:',-....',.....:-.• IMINIIIMILMIMMIIMMININRIMMIN Standard Lo—iiii-4-5TiF to P9r Tri- ary±170—0-00 111111111.1Mlaill.in . . :,. '...f.',.'`- ' '•')T4S.:Tik-:,,.." 'sc ..w • I "7-4 ti latiabitt 440 bill (80Thebt 1802 1b10: Total Horizontal Length-22-00-00 0i10,11011. Load Summary VatilkiiC •-'i••-••, 'US InOtial ft) Dese,ffptioo Load Type Ref. Start End Live Wad Toth. Diff iiiiiiiS Standard kYrdAres Load Left 00-00-00 22-6b-00 40 PSP 10 Pflr 11-054:10 100 tnit ,' etitO Ai*B fitietiest;rpitvi •.i 1• Corrtrots Summary 24iiirdiaiditar Control Type value %Allowable Duration Leadtase Spain Locatloa Ritittafliffiti . NO Moment 34883 ft-lbs 531% 100% 2 1 -internal End Shear 5477(be 30.0% (fp 100% 2 1 -Left 0/12 Total Deflection U443(0.596°) 54.1% 2 1 limbo 11-60-o0 Live Deflection U580(0.454") 82.6% 2 1 NOWA '. Oa Max.Deft. 0.596 (Limit: r) 59.6% 2 i CoaiditoSoliTylie ata Span/)epth 14.7 1 ligitirid 4O1* Nat Laid • 10 PSF Searing Suboorts Pan LOW a PSF Name Type DIm.(L x W) Value %Allowed Case Material DUttidittt 100 SO Wall/Plate 3-1/7 x5-1f4' 6342 lbs 81.2% 2 Songio-Pitie-Pir ir 81 Wall/Plate 3-1/2.x 5-1/4" 6342 lbs 81.2% 2 SpruCe-Pine.;ir bitielOtelee Th. iii ao4iirsoy of aiiiapatvioalsa84.1110llnYotle NOTES: _akeladiditlYAIVPUIPut la Design meets Code minimum(U240)Total load deflection criteria iraillele._lir ,....14111106itkider Design meets Jtotir acetified(L/480)Live load deflection criteria eppaallitikltdresftPufabove le Degn meets arbitrary(1")Maximum load deflection criteria. baaid(ipair301011:110804e0Wed dislootirgeols, .. , 1111110*411116iiiiii*t_OlViiii CiikiiiffilliVili#406601oduthi Njt.1,111211:12e1111:giditilb ‘401iiiitiiiii To•abtairt . • ., • ,,.:--,..,i . •-lioolliaa hive ,, A. * •'''s"..?"'- ' ' '-' boilk4410 • ..-— • .. • • •• ' .::-,gi.44.4*•••,', .. . .e...,,;.......,34.4k:.. ... . , : .., ...„ . . ... ... - ' • :. . ...' -:' • . . • • Piatti of I 8cit and Versa-Lam-et are registered trademarks of Sikse Cs exida Colt. IP' • -fr a r f ,, ' E Y BG CALCI S tempi REPORT�D' f i in" �y prit ly,guy 2 ,20-02 d.S`0 , . '-'1,vr--.(;:. - ''*--,, i :".5i.7• 47 pie a ! 3I4 X 9 11 " V-L SPS 2900 Frig K.;" - h081118: 1f !!d tSpecifier - •lCustomer - r Jiddtmare - $- 't :?s , % e,4 -• Designer - alfa Ctlfalt�ar y' - ta1ls a;<< * :-: ROMs - IC90 5512:l30C A 98-52,5gGCl 9552 Mac; p ., y, ST4caraderd Load-3PSF 10 psF T 07-06 40 T 'ff— 1 tWit 3-1 illi*tliIlliiiiiiiillIlliiiiiiiiiiiilii tii 131 it 1880 bs81.LL > - +, . Total Horizonte!Length-16-00-00 872 la E tlatiorid Data Load Summary Vd13di6ti.' US!mper1el 1A Description Load Type Ref. Start End Live Dead 7rlb. Oar. S Standard Uraf.Area Load Left 00-00-00 18-00-00 30 PSF 10 PSF 07-00-00 100 Typli: - Floor Bean I Controls Summary -itialiCalitirlinit No o Control Type Value %Mowawbe Duration Laadcase Span Lodafon Moment 9409 ft-lbs 48.0% 0100% 2 1 -internal End Shear 2119 lbs 22.0% ill 100% 2 1 -Left 0112 Total Deflection 1.1332(0.578") 72.2% 2 1 rAbiliey 07-00-00 Live Deflection L/485(0.413") 77.4% 2 1 n/a Max.Deft 0.578"(Limit 1") 57.5% 2 1 Coneirticion type t fa Span/Depth 20.2 1 Wad 30 PSF paiiiittad 10 PSF Searirtcl Supports Pit Load 0 PSF ,Name Type Dim.(L x W) Value %Allowed Case Material thavaso 100 80 Walt/Piate 3-1/7 x 5-1/4" 2352 lbs 30.1% 2 Spruce-pine-Fir 81 Wall/Plata 3-1/7 x 5-1/4" 2352 lbs 30 1% 2 Spruce-Pine-Fir bigtiotitta i fldterie68&Ad accuracy or 1181_ 8081iMtbd bbe*Mild d by srryone NOTES: tea ' rhA toUtPUt aa Design meets Code minimum(L/240)Total load deflection criteria. tr talittit bVri ttal fy for,11,_paatVticutar 1 , , aLsign meets Code minimum Maximum ) load deflection criteria. Design r arbitrary(1 )Maximum load deflection criteria. i>l i�lt'fa�i6�Q pr►�t(tuc*s =16 the OiJ�l�dfli 'anti the NO 1 di 1 SCIt and Versa-Larne are registered trademarks of Boise Cascade Corp. h 4 LI eASCAbE-BC CALC " 2001a DESIGN REPORT-US Fridyy,July 26, 4$. - ,i +,, , �dlble - 1 3/4" x 9 1/2" V-L SP 2900 CFig - Jeb Nana - Name: Unfitted ustomer - Address - Specifier - `�� Designer - ubs pity,State,Zip - Company: ubs Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: LJ _ Standard Load-30 PSF i 10 PSF Tributary 07-00-00 3-1 110 81 1160 blt 1.1.4751be IN. 1260 lbs LL 476 lbs 7L Total Horizontal Length-12-00-00 General Data Load Summary Valid& US Imperial ID Description Load Type Ref. Start End Live Dead Trib. bur. S Standard Unf.Area Load Left 00-00-00 12-00-00 30 PSF 10 PSP 07-60-00 100 Member Type: - Floor Beam Number of Spans - 1 Cor►tirols Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location RightCantilever - Na Moment 5208 ft-lbs 39.9% © 100% 2 1 -Internal End Shear 1507 lbs 23.4% Slope 0/12 Total Deflection L533(0.27") 45.0% 100% 2 1- -Left Tributary 07-00-00 Live Deflection U735(0.196") 65.3% 2 1 Repetiiti +` n/a Max.Defl. 0.27"(Limit: 1") 27.0% 2 1 COnsetiittkff tylti ft/a Span/Depth 15.2 1 Live Load SO PSF bead Load 10 PSF Bearing Supports Part Load 0 PSF Name Type Dim.(L x W) Value %Allowed Case Material Duration 100 BO Wall/Plate 3-1/2"x 3-112 1736 lbs 33.3% 2 Spruce-PLne=Fft B1 Wall/Plate 3-12"x 3-12" 1736 lbs 33.3% 2 Spruce-Pine-Fir Dtsdlosur lfe The completeness and accuracy of the input Must be verified by anyone NOTES: who wouldy on the output as Design meets Code minimum(L240)Total load deflection criteria. evidence Of Suitability fora particular Design meets User specified(L/480)Live load deflection criteria. appiicatiOrls sults.,_ output above is Design meets arbitrary(1")Maximum load deflection criteria. basedbdl 0POri` ding code-accepted design*parties and analysis methods Installation of Boise Castiailtrerigineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. .. �., 'CASCADE- C CALCI" 200ia DESIGN REPORT US ` °' dru 110,2002 13..1 '. -. l'1 I'1 314" x 9 112" V-L SP 2900 Customer File dame: .,f Ural% ,, . i - S ti ` ,,,r,1 ,4 pacifier - gitlilk ti) - Company: :. ,''1,T'''4.-1.,,if', .R606.111 - 1000 al 2,HOCA 98.52,SBCGI 9852 Mi c - ub A N1! .> . 1 11®�l �� � 2 i Ito .t��������� 1111111111111111111111111111 NOM . . ipipmrtpwmpummcpm µ Standard load-40 PSF 10 PSF Tribute t6-00.00 11 au (t$-05-00 92 07-08-00 83 �` 1� 31 A.85 pee 10925 tbs IL -- 11731 lbs LL 07-05()p B4 07----- 95 f tl>i►x.11: . .yew I S DL 3302 Pe DL 1297/R,s tt ! Toted Horirontal Lertbtj0 4017 DL 1406 be DI GefleraI DayLoad Summary Virsidn US leitiatfal 8 Descrlption Load Type Ref. Start End Live K`_� tab bu, f�7� tab. bur. ilnf.Area Load left 00-00-00 15.04-00 40 PSF 10 PSF 15-00-00 fop t.Pterattesal I Unf.Aree Load Left 00-00-00 Nuftlifer+bf�It235-04-00 30 PSF 10 PSF 15.000 106Uni Area Load Left 00-00-00 35-04-00 20 PSK 10 PSF 1540-00 100 tat baftier,.' '.-iiN '`,,1I6 D Controls Summary Control Type Value %Allowable Duration Lbadease Span Lbca6IoR illi2 Moment 12062 ft-lbs 61.6% rg 100% 9 4-Right 4• 4540-10 End Shear4590 lbs 47.6% r:, 100% 4 5_Right Cbrtt.Shear 7091 lbs 73.5% ft 100% 9 5-Left CaRietbiikeitiiii.' 1V' Total Deflection L/716(0.1213^) 33.5% 4 Lha beflection L/884(0.104") 54.3% 4 5 Witold old .:46`00Total Neg.Deft -0.055" 11.096 4 4 DttWtked itt PSK Max.Deft, 0.128"(timit: 1") 12.8% 4 f till'Iaaa ,t,-:it/PSP Span/Depth 9.7dititittim, 5 3 t� Bearina Supports Y1 iroomp aroma i *O801sey of Name Type Wm.(1 x W) Value %Nle tate taitatili • iNifroutattitairomstritioy anyone 80 Wall/Plate 3-1/2"x 5-1/4" 4725 lbs 60.8% 4 _1t__ 6n 0 Cot ae Bi Post 3-112"x 3-112" 13047 lbs 125.3% 6 VeViatiArk . t�r 82 Pott 3-112"x 3-112" 14227 lbs 136.69E y V ftwrt� oisatarli 04 Post 3 ii x s-11t" 15230 lbs 146.3% d V j Post 3-112"x 3-112" 16394 lbs 157.4% a 85 Well/Plate 3-1/2"x 51/4" 6026 lbs 77.2% 4 Ve 1011 y�'yip ld�l1 'pl s ( AU 1►ONS: ii �iii o 81 cannot support a load of 13047 lbs. � ` trobtaki Member is not fully supported at post 81. A connector is required at this bearing r' bikb _ tiros Bearing 82 cannot support a toed 01 14227 lbs. t. Walther ba not fully supported at poet 82. A connector is required at this bearing. `(80to7 20798 be m*beginfing Retrying 83 cannot support a load of 15230 lbs. 'Sd Of1. Member is not&My Supported at post B3. A connector is required at this bearing. MemberBeeffry �84 cannot support a load of 16394 lbs. fully not supported at post 84. A connector is required at this bearing. NOtES: Design meets Code minimum(1/240)Total load deflection criteria. Design Mash*User specified(L/480)Live load deflection crtiteria. Design moats arbi rery(1")Maximum load deflection criteria. 1 1 9Clt!D and Versa-Larne are registered trademark,of Boise Cascade Corp. .1."',•-',i,-,,'::.'-,-,4tv?..1.,.,. ', :•.--,,-, : . . ..,;:,..,..::40 '--,.0-•. ADE - EIC CALCns 2001a DESIGN REPORT - US atuaiiiiiyi,iitiy 18,2012 13:2 '-:-.- ... .,,s; a - ' '' A4;:, 11:. 14. •, 1 3/4" x 9 1/2" V-L SP 2900 File Name: Wilda . ' 'f'''' t, . A: • Customer - : . - _ .., ,- .•-• ,_ ,,i''' \/ . ,,,,.•- ..;-::::._ • Specifier , e, -,, . . , ,,,.,„ Deitigner - ube • / , • :,"..7:,)10 Company: - ubs •. .''4' - .,.z-,- ':,",:r•-`-'•; 4:-.."0:• •..,_:2.:_•„...47,..,,.,_ ICSO ti512,.,09CA 98-52.SBCCI 9652 Nee: _ ..,.,_4 . , _ ..,. ' '::'-'.,,: .'•'4',: - !'„PIM PiltRigM.7.11111#1111101 ANN MOM ''' ' rd Load-40 Pair 10 PSF r ,. :, 10-00-00 11.1111111111111.smug lam Sm.11.111111 . ---. ... ':.-:-......'' lk 1/2" •:' 3,1 ':. 61 82 01sibiilbsvii4 . ,4„, *±:, . . ouutio 3167 lbs LL 11081 : flee lbs DL 06-04-00 280 iiis7 ,..•.•:..L .. i ....... - • • : ,,, iii, - . Total Horizontal Length-12-08-00 .. . . . ..., - . Giffitititi 0414:-,;.411',2. 1*i-bad Stfitietuiey WU* . . ' -Ti1)13 bhotid ID Description Load Type Ref. Start end Lit* Nat. 116. big. -,..„ .::. UMWS Standard UnfArea Load Left 00-0040 12-08-00 40P8P 10 Nit 1048100 100 NI*„. :...*:Iiiesi Olin NUitiwitt Coes At 2. Controls summary • 1 -1880iiiver . =416 Control Type Value %Allowable Duration Loade.tse Span Lotialkat 1111.80168itiver • -ii.Nb- Moment 2554 ft-lbs 19 6% a 100% 2 1 -Right End Sheer 965 be 15.0% a 100% 4 1-Left cork Sheer 1613 lbs 25.1% a 100% 2 1 -Right Trilidlity . tatilitioi ..104640 Total Deflection 113221(0.024") 7.5% 4 1 LWe Deflection L/3743(0.07) 12.8% 4 1 Derifibiletilta?AM • N. Total Neg.Del. -0.006" 1.3% 5 1 . Max.Deft 0.024"(limit:1") 2.4% 4 1 ilvi Lail 40 PEIF SpitniDepth 8.0 1 Nailtilit 10 Par Pert Load 0 1,SF Ilion '• . itlb Soikrlita SuDDOtts Name Type Dint.(1 x W) Value %Allowed Case Material biett66t011 •..... eaWalt/Piste 3-1/2"x 3-4/T 1368 lbs 26.3% 4 Spruce-Pine-Pk Ths-ccirnpisisPrisitiiticaeoursoy of 151 Poet 3-1/2'x 3-1/2" 4032 lbs 38.7% 2 Versa-Urn their**MR beNiitad by iillyone 82 Waft/Plate 3-1/2"x 3-1/2" 1368 lbs 26.3% 5 Spruce-Pine-Pk ett61009ki AliYdrelhltiitiOut iis ii4iiiinala*.011110t0011tialtIouler glria '4 ThilVibitoli-1860)la -ri'i6gd .&-iie .:ftd NOTES: -01),e0/ k Design Meet*Code minimum(1/240)Total load deflection cnteria Design Meets User**dried(U480)Live toed deflection criteria. 7 ucts Design meets arbRrary(1")IlAaximum load deflection criteria. • '401\84 .8“,8111110886)1. . /14 400118,81.:, ,4••‘. • 1 la&kiln — ‘ , ' •-•fiffio MOS . ..1.. ...„;•.,1",.. ,•, Go •-!,'; ',`,...roV4*,,'.',.' '.belittitiki0 . •- . — I .1.;r494‘•-..1 , ,',..' . ..., , - .• , . ,- . , .. ,, ;.;-•.; ...'. ,,- , . • ::',..*ii.,i',.:.. -.,..,, k5. .' ,•4!' '.',.i.: . •;'. . •'- :`- .f.,f"'-'.-',. ' ,;...,fi.-.;,,,4,,•,,c,,,..• •. :'.:7'.44$1,• , •, -.v.iiiigicsif'1 Scat end Versa Lame are registered trademarks of Boise Cascada Corp. ....,.,... *� g ; CADE - BC CALCI" 2001a DESIGN REPORT- US �y{� ����y� �T" : r71-wq 1s,20021 •'` tti, • i : 41 3/4" x 9 112" V-L SP 2900 Fite Customer Name: tAiiMe �' kit as; _ Spa ler - Al a y best ubs Company' - ubs `"' newts - 180 45612,80ca 98-5Z SBCcr 9852 Mies: C k 1 ► ► III!!!IIII !! ! !!l111111111111!!111! t ( SiondS,d Load•40 PSF 10 PSF T • 111111111111111111111111111111111111111111111111111 l�� f�., ,p 13.00-00 . •. 1 1l2" 3-1 .-. B1 82 • 7777 lbs LL :,...,,.- 06018 W 2302 labs DL 2777�s LL 07 OQ�O 718 Ibs DL optt �,, . sue Total Horizontal Length-13-06-00 . tleittitat .• Load Summary Vitilitint• ' 118 iii iefflill ID Description Load Type Rel- Start End Live taiitaiir 1* S Standard Unf.Aree Load Left 00.00-00 13-08-004O S!= 10 SP 11-00.00 0o r trait - 06se Non I Unf Area Load Left 00-00-00 13-08-00 30 PSF 10 PSF 0 1300 100 UnttninilliMW : NO Controls Summary caotteateavat - No Control Type Value %Allowable Duration Losd'ease Span Location Moment 6896 ft-tbs 52.8% (0 100% 2 1 -Right Slope 3 End Shear 2561 lbs 39.8% 0 100% 5 2-Right Tri x/el y 103-00.00 Const.Sheer 4179 lbs 85.0% ® 100% 2 2-Left 1' I4 3 ewe Tata!Deflection U10 6(0.0811 23.3% 5 2 den iliKi !iii `ypii to LK Deflectkn LA ZO 010681 39.0% 5 2 } ,' Ott Total DDef. 081"(Limit: 1") 8.1% 5 1 2 C�eltii`�aoei� VOWSpain/Depth 5 2 8.6 2 Ditiillik :'Ij` - Bearing Supports Nadal* Name Type Dim.(L x W) Value •1.Allowed Case Material TtiwbW ifieiiit/fis irld li bi7racy Of 80 Waft/Plate 3-1/2"x 3-12" 3325 tbs 63.9% 4 Spnk pine-Fir tfteltipkiiitlet'biby anyone 81 Past 3`12"x 3-12" 10078 lbs 96.8% 2 Veresf,Le rt viiiPrrs_idl iiiMinnetorsusep.rOtlettet Witt tsgAprlrttr eaa 82 Wal/Plate 3-1/2"x S-112' 3495 lbs 67.1% 5 Sp hill lt'11kFir -��t �thiret=tiv�o'�S: :: L < 3 t56aign meets Code minimum(1/240)Total load deflection criteria. omak e`+ll lance' • kidui sDello meets User specified(U480)Live load deflection criteria. itiatbiiif1''ilit0.1 l iii Design meets arbitrary(11 Maximum load deflection criteria. enlinitiftrin`teilltilittdrtiarsit the Ti1librtain beer.tekdrinna 1 WI 111C110 end Versa-Lapse are registered trademarks of Boise Cascade Corp. w64444.: ti::l.Liidy,. It,2002 08: ,-.t'c,'''' . A CADE- BC ALCTM� 2001a DESIGN REPORT. US .4i. .,.';),.-..--,,,v.,,,, Ibi" x 18" V-L SP 2900 , . , • Nen*: t' Until y.- \el '‘.5=', ..'•1 . .:: :, •• , . ,.. N., ,- ;N.,/. ,.1. `•... .tftj{ 4 Specifier " •s441 -'Nort , •P,'.c.-.*.,-Ar,t. . Designer - ube 84, -' ' • ...,,1 ,. i"` r :- • ConVeny: SOCA 9S-52 SBCCI 9852 - -1. . '', ---0:.''' fr;•"'ROMS - MOO 5512, Misc: - D'10:Ati. . : :'. '.. 4-:0.41,*. !.. t1.4.'.4-. ".:'''''. .4f-!" 4C'tI.E....l!P-e.r.,::,.';14:,-1.`,...,•- 4,•:'. ..-11:''''''',10-11.qi: .,,,. trigimpnrriegmipminmi Standard Load-40 PSF to PSF T . 11-00.00 Ins num ploompounum ...,i '' -, .=facwItionue,' -- 34 .* S X"''Y"-,.:''-- .:7';• di ttl . 440!bill 1802%fY . . Totall-lorontal Length-22-00-00 . **we DittLoad Summary Vik,.-,s.-,h, OS IMpatial 10 Deserlp(ion Load Type Ref. Start End Live bead bib. Out S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSP 10 PtF 11-00-00 ice aiiiitittil. •AS&Beam ' 1 Controls Summary UditaddiViir." i No central Type Value %Allowable Duration Loadease Span Laeation Virditatiritai - No Moment 34883 ft-lbs 53.3% e 100% 2 1 -Internal End Shear 5477 NA 30.0% 0 100% 2 1 -Left dal* Om 2 total Deflection L/443(0.596) 541% 2 1 rtflitiNV 11-0040 Live Deflection U580(0.454 ) 82.6% 2 1 Rau.* \ Na Max Deft. 0.596"(Limit:1") 59.6% 2 t ealtillitlaikiNTYS Na Span/Depth 14.7 1 114 Lott 40 PSF bead Loid 10 PsF Bearing Suotiorts PM Used 0 PSF Name Type DIm.(1 x IN) Value %Allowed Case Material bUratiOrt lob BO Walt/Plate 3-1/2"x 5-1/4" 6342 lbs 81.2% 2 Sprucne-Pir 81 Wel/Plate 3-12"x 5-1/4" 6342 The 81.2% 2 Spruce-Pine-Pk batOtouna The OtatiPlateneati and 606uracy of li*VINt'llUOtb0.4000 by*Von. NOTES: vapAaadd OryOlYtheodoid au Design meets Code minimum(U240)Total load deflection criteria. ,..,..j.,_61011.0ildlogligi„.,„,lat,_'1111rOdiedef,_ Deeign rrieets Uaer specified(U480)Live load deflection criteria. . alliPilo.o.or,irOcluiPtOioove 6 Design meets arbitrary(1")lAaximum load deflection criteria. bilitidlicitiliOkili4041041Ocepted d0,!i:: falit.09,11 bd.*dodo *OW **the the NollealEZ. 1,11110110665201iiittlitb hi* .. ,:x,•..' .. 14:009.4 .,-..• . ;. . . *Mee • "•. • . . . , •:.,.. . . • *too I a I illCle end Verse-Lan/0 are registered trademarks of Bode Catittatta Ct*. r:` «rte ',:-:',. ".--r-, . AS'CADE .i C CALC 1ti 2001a DESIGN REPORT - US Parlay, 2 , � -,,;. ,.,_,.r... ply 1 3I4" x 9 112'° V-L SP 2900 Flle y Y •`_.I .` CustoMe, Name. Untitled " iu.44 a. ,,,Ile ' 1.,:�a," r k - derv: - ribe *:.,11,.. t . ,. Cade R alis - ICBO 5512,SOCA 95.52,SBCCI 9652 Misc: ..... .• y.. Standard toed-30 PSF 110 PSF Tributary.07-00-00 llitOWEE !3')° a 1dA0 31 LL 6721* t • Total Horizontal Length-16-0000 (liftetal Load Summary • ..: US imperial i0 Description Load Type Rat. Start End live Dead ?rib. Our. S Standard Unf.Area Load Left 00-00-00 18.0000 30 PSF 10 PSF 07-00-00 100 Mint li WOO • Actor Beam + - 1 Controls Summary LOt UMW* - No Control Type Value %Allowable Duration Loadcase Span Ldcafon Pt*0maialar - NO -,Moment 9409 ft-ibs 48.0% ( 100% 2 1 -internal End Shear 2119 lbs 22.0% fa 100% 2 1 -Left SOO 0N2 Total Deflection L/332(0.578") 72.2% 2 1 ray 07-00-00 LMe Deflection L/465(0.413") 77.4% 2 1 itilliiiikie l n/a Max.Defl. 0.578"(Limit:1") 57.8% Comruetlon toe 1A1Span/Depth 20.2 2 1 1 IM hoed 30 PSF Oeidi ed 10 PSF BeSritlQ SUDDOrts PM Load 0 PSF Name Type Dim.(L x W) Value %Allowed Case Material 171Yellen 100 BO Wall/Plate 3-12"x 5-1/4" 2352 Ibs 30.1% 2 Spruce-Pine-Fir B1 Walt/Plate 3-12"x 5-1/4" 2352 lbs 30.1% 2 Spruce-Pine-Fir Diikilit rltti ' Te f lauiletsnees end attlxacy of til#111 aAbe Weed 0 a tyone NOTES: ittersigatittittati .*AR Design meets Code minimum(L,240)Total load deflection criteria. alifitiORy a � Design meats Code minimum(L/360)Live load deflection criteria. biltixitilpativeitaffitroitiXteptedDesign meets arbitrary(1")Maximum load deflection criteria. • Orkidadeattlidienteiebtid products 0 obtain aftlarrildtfr,V2OU have • i i BC*and Versa-Lam are registered trademarks of Boise Cascade Corp. `,fl,p14,-? plift/1' wPWV/7v6. Ens %' iLV - CAVI Lc01VII nrl-VR i - Na'7 ;,. Fly,,iury 26,2002 0948 �,.. .:4% B®:• r We - 1 3/4" x 9 1/2" V-L SP 2900 Fie : ' ger f�fiitii - Customer - Spocifier Warne am .+ Company: - ubs " ',r •..,, Ciapolla - ICSO 5512,BOCA 98-52,SBCC19862 Misc: • t,. r. • PIM M111. Man Standard Load-30 10 PSF Tribut.�" 07.00.00 / M 1� 1180b LL . 476 Si Total Horizontal LenOth-12-00-00 IIY41d df Load Summary V US S41081161 Iii DelituiptIOn Load Type Ret. Start End Liv. bald l'ab. dot. S Standard lfnt.Area Load Left 00.00.00 42.01100 30 PSF /0 P 0? 00 101 lifl a*type - rbor Beam ilii111' 11 rtif.tisini - 1 Controls Summary tettliiild - Nb COMM Type Value S AMowabte duration Loaldcate Spatz Lois Ittdreaffilike • Fie Norham 5208 ft-*a 39.9% fjj 100% 2 1 -Internal end Shear 1607 tbs 23.4% ® t 00% 2 1 -Lae oh 2 Total Deneerson U533(0.27") 45.0% 2 1 -e . . 0140.00 LIMB Dsllseson 11735(0.196") 65.3% 2 1 ` ' tda Max.De& 0.2T t:1") 27.0% 2 1 . .. . (Umi1!01 Spe162 1 10 00 8earirlq Supports Plialkil 0 Per Name Type Dim.(L x W) Value %Mowed Cate Materiel ticidien 100 BO Wall/Plate 3-1t22 x 3-1tr 1736 abs 33.3% 2 Spruce-Pine:Fif 81 Wall/Pieta 3.112"x 3-112' 1736 ibe 33.3% 2 Spruci-Pine•t"rr 110totilliallarVslasil by anyone NOTES: terigiogifig llw6Xpdt M Design mewls Code minimum(1)240)Total load deflection criteria. d►' Oosion meets titer speckled(1.1480)Live load deflection criteria. 0esim Meets arbitrary(1")Maximum load deflection criteria. titilirY'+dl{ iM ..-0.4,...!;,-;. ' ars". • Td Obtain rM..or-44.-x "if t* ,; BG®end Verge-Lsrnat are registered t aden:aitre of Boise Cesnede Corp.