Loading...
HomeMy WebLinkAbout2001 - P03485 - new structure PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P03485 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 2/7/2001 SITE ADDRESS: 1050 WILLOW VIEW DR LONG LAKE, MN 55356 PID: 28-118-23-41-0011 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Eiectricai (state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 2,225.75 Valuation: $ 320,000.00 Plan Review Fee: $ 1,446.83 State Surcharge Fee: $ 160.00 SAC Fee: $ 1,150.00 TOTAL FEE: $ 4,982.58 APPLICANT: LEGRAN HOMES OWNER: WILLOW VIEW DEVELOPERS LLC 1521 94TH LANE NE 1521 94TH LA NE BLAINE, MN 55449 MINNEAPOLIS,MN 55449 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. APPLI ANT PERMIT E I NATUR ISS D BY S NATURE Copies: City,Applicant,Assessor,Finance Page 1 Total Fee: $ , 6-1/ Date Received: // 1-)-)/( Entered By: v . Permit#: TF -- /21/37 CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER O CONTRACTOR JOB SITE ADDRESS: f (--t.)tLLoc 0 LAW., LZ.ZIP: NAME OF OWNER: PHONE: (home) (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: L EC.211/4.t.J PHONE: --/ 3 780 S 15 CONTACT PERSON:it...(tK Koe .t-e e, MOBILE/PAGER: +R S'A.ala c 9 4/6MAILING t/5"MAILING ADDRESS: 15;21 eltrra t.,tJ 4.1�: CITY: F(.4)40J6— ZIP: 554 q' STATE LICENSE: # OOO I 5_51 ARCHITECT/ENGINEER: KLPINCc. PHONE: Leg' Sc� MAILING ADDRESS: or?? 14.44 CITY: A&.of.,J i41/4 ZIP: 5"571 L. NAME: Pb,v p,t.p '7Ce.74 J i A)T REGISTRATION# TYPE OF WORK: New K Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): 451061.e" t1 LAI '��. E?'7't1Nc,E1*1.a 14N4V .//a.s R X730 STORIES: 2 SQ. FEET OF EACH FLOOR: rLooa, /17/9i NO. OF BEDROOMS: GARAGE STALLS: ATT. ' DET. UO ESTIMATED CONSTRUCTION VALUATION (excluding land): $ gfA 0 OO p • I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATUI1'E,• ZG i:? DATE: j--„I c/—zoo/ NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 4 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency, political subdivision,or statewide system; (b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data; and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82, subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority, an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request, an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately, if possible, with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual, and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address City State Zip Phone I understand my rights as stated above. Signature 10 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: I U S 0 W 1 LLAD W \l i E w C 2 PID: DESCRIPTION OF WORK: eV C(,� ZONING REVIEW BY: �,6 DATE APPROVED: Z- 5 - 0/ BUILDING REVIEW BY: .A.,c DATE APPROVED: z- s -©'( FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes V No PLAN REVIEW Yes i/ No SEWER CONNECTION STATE SURCHARGE Yes i/ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC-Units 1 OTHER (specify) ZONING CNFCK LIST Zoning District: RR- 1(3 Fire Department: Con.)6 (. IGC. Post Office: Cem,tc, O, Ivy School District: O2,oN'O - Lot Area: Sq.ft. Acres /.2 v ' Width l 21evuc..-21-2 Depth Survey Sub=itted: Yes OL No Date of Survey: /-10 ' 01 Proposed Setbacks: Front (Lake): 40 I ' t Right Side: •51 Rear (Street): I ' S' t Left Side: SS ' �= Adjacent Structures: N/'t Wetland: — Building Height: Def. Hgt. Z7• S Peak Hgt. 39 •C Lot Coverage: 0.(<- Grading: 'l<Grading: Staff Approval Date: 2- S_01 By: /q9- Council Approval Date: — Septic: Staff Approval Date: By: — Zoning File: # Resolution: # Resolution Date: Shoreland District: NO Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 BUILDING REVIEW CHECK LIST UBC: (2 ' 3 - CONSTRUCTION TYPE: \//\-) Sq Footage $ Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 32_(),OQO °u Inspections Required: Work Requiring Separate Permits: Site ,A Plumbing Fire Hardcover Removal of Mechanical p< Water Connection DC Footing Septic pi, Sewer Connection D( Framing %(Fireplace K Lawn Irrigation JN Insulation (Masonry) Other Wall Board ►C (Mfg.) Well (State Permit) Final Grading/Filling y, Electrical(State Permit) Other REMARKS(I�i 1 HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 a • EXTERIOR ENVELOPE ENERGY CODE COlvIFUPATION WORKSI[EET To Determine Compliance with the Mirtz:esota Energy Code (Section 502 of be State Amended 1983 Model.Energy Code) • Project Tide lv �1LLe4," 1Z‘5 Site Address 1050 Lt.rU--©e.W C.>lfW U*--t06'" I. EXPOSED WALL CALCULATIONS AREA "U" VALUE AREA x A. 'Opaque Wall 1. Masonry/Concrete C. x 2. Foundation Wall(Above Grade) a. IV. . ,g x .dl = x .91 b. 3. Wood Frame Wall 3054, x •043 = 131-00 a. insulated Area b. Framing Area(Ave, 15% tit 16"oc) "t 5e) z • 09 _ '10 .11 c. Framing Arca(Ave. 10% at 24" oc) 4. Peripheral Floor Edge/Rita Joist a, 2. 12. z . 'y`t = 'i .81 b. T x B. Glazing 1. Windows a. 551 .58 x . 32 = 02. .1 b. 2. Doors t o2•ZS x • 32. = C. Doors 1. Wood a. Solid x = b.With storm door z 2. Metal 4' .a x • 1k 3. Overhead 4. Otherx D. TOTAL WALL AREA, 8t1. ft. A-1515 • E. TOTAL OF AREA x "U" �✓ i'S XI. ROOF/CEILING CALCULATIONS A. Rco./Ceillag Insulated Area l( 32.4 x .02.I = 3k•28,5 B, Roof/Ceiling Framing(Ave. 15% at 16'oc) x = C. Roof/Ceiling Framing(Ave. 10% at 24' cc) 6 x •eJ.* _= k• 35 D. Skylight E. TOTAL ROOF/CEILING AREA sq. ft. 1 S 1 4' F. TOTAL OF AREA x`U" CJS•Cp3 • 14 ILL BUILDING ENVELOPE REQUIREMENTS TOTAL REQUIRED ALLOWABLE AREA "U" (From LD&ILE) (From V.) (Area x "U') A. Exposes Walt: Q$1s x . 1( - 535.kS B. Roof/Coiling: 1 &I4 x .024. A 41. 66,4 C. TOTAL ALLOWABLE BUILDING ENVELOPE(Total of A&B above) 5E3,5 •"� - IV. ACTUAL BUILDLYG ENVELOPE ACTUAL (Area x "U") A. Exposed Wall (From 1.E) k3 i b. Roof/Ceiling(From II.F) C. TOTAL ACTUAL BUILDING ENVELOPE(Total of A&B) 410 •135 *(Meets code requirements if less than IIL.C) V. REQUIRED ,13"VALUES WAt;ice, FLOE/CEILING Detached one and two family dwellings ,11 .026 *Multi-Family Residential Buildings .238 .033 (3 stories of less in height) *.All other Censtruetion Types(3 stories or less) .238 .06 *All Other Construction Types (More than 3 stories) .28 .[lu *Based on 8007 he ttintg degree days(Mlpls!St. Paul) Adjust"U"values accordingly for other locations CEAP[FICAJ'(QN 1 hereby certify tha I have completed the above information and that It complies with the Minnesota State Energy Code. Si ture Date /-0242—"pQ0,1=) ECSD 3-&S CC/SM6574 15 2 x UxiE - R VALUE U VALUE . .68 Inside air film .45 (Wall) U = 1 = 3t= Interior Nall R �. 19.00 WALL . Insulation • sccrxOc� 2.a5 -043 11 --1---------- Sheathing Siding .67 ..\:._, .17 Outside air film ---'--- • 1Z TOTAL 23.03 • -' Inside air film .68 • • STUD n:-'-------Interior wall _45 • \----------- 6.50 (Lraniing) U = 1 = sccrzo�� \ stud - 6 It Sheathing 2.as . it Siding . .67 _095 I1 Outside air film __17 I� -- . R � 10.53 r?� Interior air film c =-� 19.00 ,�)-i Insulation Rim Joist) U = 1 - RIM 1.88 JOI i 1 �� 1 2 inch soft wood` 10.00 . R �. �,/J�c, 4C., 2 SiJ�.�-10h.•• 2.05 JOIST ,' �_I1' 5�ieathi[�9 ,�_ �i .67 .02_9 Exterior wall covering •�-..�; i i Exterior air film .17 --L-J\ ,1\ R 'TOTAL Interior air film 11.0 -68 " Block) 1.28 (FouncYation) U L ;- f [oundation (7 Z - R 17 -- Exterior air film ----- :0�. R TOTAL ��,1 --�_ r CEILING man IMNIl:.v e►ii.s.'- - K VALUE R VALUE FRAMING CEILING • 0.61 Air Film 0.61 • 36.00 Insulation 44.00 --' g ----- - --41P 4.38 Joist %er _ .56 Ceiling .56 i 0.61 Air Film 0.61 41.55 Total R •45.78 1 .021 1 .024 U - R CATHEDRAL CEILING R VALUE R VALUE FRAMING CEILING • 1IIIIIUtEI1 t nn ill i u D11r ' trul 0.61 Inside air film 0.61 .56 .56 Ceiling 14.375 Joist(Spacer) - 1 _ 33.85 _ Insulation --_-�-1 -I. , ,-- -4:. .-. ;- . _ Air Space .50 .67 Roof decking .67 .06 Felt .06 _44 Shingle .44 0.17 Outside air film 0.17 • 16.88 Total R 36.86 .059 1 R = U .027 Window infiltration .5 cfm/lineal foot of cracoot or door and minimum code requirement Residential door infiltration 0.5 cfm/square Non-residential door infiltration 11.0 cfm/lineal foot of crack Ub 12" concrete block no insulation = .781 R 1.28 double glass = .52 triple glass = .31 • All exterior walls and ceilings must have a vapor barrier (0.10) perm max.). Vapor barrier must be on the inside (heated side) of wall. Vapor bariers of the polyethelene thin film have no R value. 1UU4ZU LiSM l H • TJ-Beatn v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL URur_ BEAMUSA 1111 12/7/00 8:02.55 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 11' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 63 24 0 to 11' Adds to Point(Ibs.) Floor(1.00) 0 4159 2' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Parallam®PSL, PPCB 5.25" Hanger 566/3782/4349 1 9.5" Detail H1 2 Parallam®PSL, PPCB 5.25" Hanger 566/907/1473 1 9.5" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): Hi. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face HHUS410 No No N/A N/A Right Face THAI-2,W=3.56 No No N/A N/A -Nailing: Left(HHUS410)-Face: 30-16d, Top: N/A, Member: 10-16d -Nailing: Right(THAI-2,W=3.56)-Face: 30-10d,Top: N/A, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4283 4163 6318 Passed(66%) Lt.end Span 1 under Floor loading Moment(ft-lb) 6507 6507 13156 Passed(49%) MID Span 1 under Floor loading Live Defl.(in) 0.053 0.253 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.232 0.506 Passed(U524) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480, TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro''and TJ-BeamTM are trademarks of Trus Joist. Microllam®and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc 1y® t 200420 l3SMT A TJ-Beam"" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 8:02:55 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business- TJ-Pro''and TJ-BeamTM are trademarks of Trus Joist. Microllarn®and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. " �A. 200420 BSMT B TJ-Beam''' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 8:26:33 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 16'2" e. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 180 to 260 68 to 98 0 to 4'3" Adds to Uniform(plf) Floor(1.00) 420 158 4'3"to 12'6" Adds to Uniform(plf) Floor(1.00) 560 210 12'6"to 16'2" Adds to Point(lbs.) Floor(1.00) 0 1473 7' Adds to Point(Ibs.) Floor(1.00) 0 2792 12'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3011 /2739/5750 1 14.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 4089/4523/8612 1 14.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 8348 7256 13965 Passed(52%) Rt. end Span 1 under Floor loading Moment(ft-lb) 28909 28909 40656 Passed(71%) MID Span 1 under Floor loading Live Defl.(in) 0.266 0.389 Passed(L/701) MID Span 1 under Floor loading Total Defl.(in) 0.570 0.777 Passed(U327) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright O 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"'and TJ-BeamTM are trademarks of Trus Joist. Microllarn®is a registered trademark of Trus Joist. . _ ZUU42U ttblVII l: TJ-BeanT"' v5.55 Serial Number:700103477 2 Pcs of 1.75 x 14" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 8:06:04 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I 4 _ -11 11'4„ Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 300 113 0 to 2'9" Adds to Uniform(plf) Floor(1.00) 520 195 2'9"to 11'4" Adds to Point(lbs.) Floor(1.00) 0 4349 5'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2595/3165/5760 1 14.0" Detail A3 1.25"LSL Rim 2 Parallam®PSL, PPCB 5.25" Hanger 3147/3492/6639 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® • REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Face HGUS410 No No N/A N/A -Nailing: Right(HGUS410)-Face: 46-10d,Top: N/A, Member: 12-10d DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6296 5382 9310 Passed(58%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 22024 22024 27104 Passed(81%) MID Span 1 under Floor loading Live Defl.(in) 0.112 0.265 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.299 0.529 Passed(U425) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480, TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®and Parallam®are registered trademarks of Trus Joist Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. 1UU41U tSSIVII C: TJ-Beam^" v5.55 KSerial Number:700103477 2 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 8:06:04 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 • Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-BeamTM are trademarks of Trus Joist. Microllam®and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. _. 200420 BSMT D TJ-Bear'' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 8:12:13 AM Page 1 of 2 Build Code'146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14'9" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 64 20 0 to 14'9" Adds to Point(lbs.) Floor(1.00) 0 6639 3'9" Adds to SUPPORTS: INPUTBEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 760/5391 /6151 1 11.9" Detail A3 1.25"LSL Rim 2 Parallam®PSL, PPCB 5.25" Hanger 774/2018/2792 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Face THAI-2,W=5.31 No No N/A N/A -Nailing: Right(THAI-2,W=5.31)-Face: 30-10d,Top: N/A, Member: 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6102 5928 11845 Passed(50%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 20054 18166 26922 Passed(67%) MID Span 1 under Dead load Live Defl.(in) 0.066 0.350 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.429 0.700 Passed(U391) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-BeamTM are trademarks of Trus Joist. Microllam®and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. t� q //t LUU4LU UM I U TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 1217/00 8:12:13 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam"are trademarks of Trus Joist Microllam®and Parallarn®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. �y� G�J7 200420 FOYER/DINING P.77Zi LATJ-Bean v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 7:43.42 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 40 to 240 15 to 90 0 to 8' Adds to Tapered(plf) Floor(1.00) 240 to 300 90 to 113 8'to 13' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1190/521 /1710 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1800/751 /2551 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2402 1884 7897 Passed(24%) Rt. end Span 1 under Floor loading Moment(ft-lb) 6504 6504 19942 Passed(33%) MID Span 1 under Floor loading Live Defl.(in) 0.140 0.309 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.199 0.619 Passed(Ll744) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro^"and TJ-Beam""are trademarks of Trus Joist Microllarr>®is a registered trademark of Trus Joist. 200420 DINETTE PATIO DOOR :r Ifttd� ,* TJ-Bea?nTM v5.55 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 7:46.11 AM Page 1 of 1 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 4- 10'10' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 470 176 0 to 4'6" Adds to Uniform(plf) Floor(1.00) 300 113 4'6"to 10' Adds to Uniform(plf) Roof(1.25) 200 75 0 to 4'6" Adds to Point(lbs.) Floor(1.00) 0 691 4'6" Adds to Point(Ibs.) Roof(1.25) 0 1238 3'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3019/2410 15429 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2046/1512/3558 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5121 3751 6318 Passed(59%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 11290 10292 13156 Passed(78%) MID Span 1 under Floor loading Live Defl.(in) 0.190 0.234 Passed(U591) MID Span 1 under Roof loading Total Defl.(in) 0.378 0.469 Passed(U298) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright O 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam"are trademarks of Trus Joist • Microllam is a registered trademark of Trus Joist. .tt�_ � 200420 GRT RM WDW Malde 0. ' TJ-Beam'"4 v5.55 Serial Number:700103477 2 Pcs of 1.75" x 16" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 7.48.58 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � �2 14' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 340 128 0 to 14' Adds to Uniform(plf) Roof(1.25) 180 188 0 to 2'3" Adds to Uniform(plf) Roof(1.25) 580 338 3"to 2'6" Adds to Uniform(plf) Roof(1.25) 580 338 7'6"to 14' Adds to (1) Point(Ibs.) Roof(1.25) 0 2393 3" Adds to Point(Ibs.) Roof(1.25) 0 2260 2'6" Adds to Point(Ibs.) Roof(1.25) 0 2260 7'6" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4.987" 5071 /8019/13090 1 16.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 5729/4493/10222 1 16.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 10356 6485 10640 Passed(61%) Lt.end Span 1 under Floor loading Moment(ft-lb) 32554 32554 43455 Passed(75%) MID Span 1 under Roof loading Live Defl.(in) 0.236 0.334 Passed(U679) MID Span 1 under Roof loading Total Defl.(in) 0.492 0.669 Passed(U326) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"'and TJ-Beam""are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. L.) 200420 GRT RM WDW ' TJ-Bem" v5.55';Serial Number.700103477 2 Pcs of 1.75" x 16" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 7:48:58 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product fisted above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProT"and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. TJ-Beam"Til-14,067200420 BSMT PATIO DR v5.55� Serial Number:700103477 2 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 4:25:04 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J '/F2-1 7' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 80 30 0 to 7' Adds to Uniform(plf) Floor(1.00) 80 150 0 to 7' Adds to Uniform(plf) Roof(1.25) 180 188 0 to 4'9" Adds to Point(Ibs.) Roof(1.25) 0 14536 4'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1277/5764/7041 1 18.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4.621" 978/11152/12130 1 18.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 12001 10740 10773 Passed(100%) Rt.end Span 1 under Dead load Moment(ft-lb) 22478 21080 38969 Passed(54%) MID Span 1 under Dead load Live Defl.(in) 0.007 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.074 0.319 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-Beam""are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist 200420 GARAGE DR TJ-Beam."" v555 Serial Number 700103477 2 Pcs of 1.75 x 9.5 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 3:30.08 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I 1 2 10' All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration; 15 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 180 68 0 to 5'3" Adds to Uniform(plf) Roof(1.25) 507 190 5'3"to 10' Adds to Point(Ibs.) Roof(1.25) 0 2052 5'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.5" 1455/1566/3022 1 9.5" Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" 2298/1987/4285 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4158 3460 7897 Passed(44%) Rt. end Span 1 under Roof loading Moment(ft-lb) 11062 11062 16445 Passed(67%) MID Span 1 under Roof loading Live Defl.(in) 0.161 0.322 Passed(L1722) MID Span 1 under Roof loading Total Defl.(in) 0.375 0.483 Passed(U310) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection: PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam^"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. l lJyJ G$J.� . 200420 GARAGE ' TJ-Bear" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 3:20:09 PM Page 1 of 2 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 16' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 180 188 0 to 6'6" Adds to Uniform(plf) Roof(1.25) 580 338 6'6"to 16' Adds to Point(Ibs.) Roof(1.25) 0 2393 6'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Vertical DF/L, SYP 5.25" Hanger 2881 /3608/6488 1 18.0" Detail H1 2 Column 5.25" 4" 4439/3737/8176 1 18.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top HWU3.56/18 No N/A No 0 -Nailing: Left(HWU3.56/18)-Face:4-16d,Top: 4-16d, Member: 6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 7866 6257 14963 Passed(42%) Rt.end Span 1 under Roof loading Moment(ft-lb) 31241 31241 54124 Passed(58%) MID Span 1 under Roof loading Live Defl.(in) 0.200 0.381 Passed(U916) MID Span 1 under Roof loading Total Defl.(in) 0.430 0.762 Passed(U425) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. r - 200420 GARAGE TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 3:20:09 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-BeamTM are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. 200420 LAUND TJ-Beam'' v555 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 3:00:00 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4-4, _ 1 �2 9'6" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 120 45 0 to 9'6" Adds to Uniform(plf) Floor(1.00) 190 72 0 to 9'6" Adds to Uniform(plf) Roof(1.25) 580 338 0 to 1'9" Adds to Uniform(plf) Roof(1.25) 580 338 4'to 4'6" Adds to Uniform(plf) Roof(1.25) 580 338 6'9"to 9'6" Adds to Point(Ibs.) Roof(1.25) 0 1196 1'9" Adds to Point(Ibs.) Roof(1.25) 0 1196 4' Adds to Point(Ibs.) Roof(1.25) 0 1196 4'6" Adds to Point(Ibs.) Roof(1.25) 0 196 6'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2965/3828/6793 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 3260/3009/6269 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6352 3905 7897 Passed(49%) Lt. end Span 1 under Floor loading Moment(ft-lb) 13694 13694 24927 Passed(55%) MID Span 1 under Roof loading Live Defl.(in) 0.091 0.222 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.229 0.444 Passed(U466) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-BeamT"are trademarks of Trus Joist. Microllarn®is a registered trademark of Trus Joist. -Ff' eiatAr 200420 LAUND TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1/5" x 1t875" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 3:00:00 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro" and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 200420 KIT/DIN WALL 14L)-- Titt4AIV: TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 2:39 24 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 � �2 8'6" Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 340 to 440 128 to 165 0 to 8'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH .LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1752/697/2449 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1903/753/2657 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2448 1846 6318 Passed(29%) Rt. end Span 1 under Floor loading Moment(ft-lb) 4658 4658 13156 Passed(35%) MID Span 1 under Floor loading Live Defl.(in) 0.086 0.262 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.120 0.394 Passed(U787) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist 200420 DINETTE m ' TJ-Beam" v5.55j Serial Number:700103477 2 Pcs of 11.875" TJI®/Pro TM-120TS JOIST BEAMUSA 1001 12/4/00 2:28:19 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 -2- 23'9" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 0 206 18'10" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 3.50" 2.25" 472/218/691 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 477/344/822 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top ITT411.88 No N/A No 0 -Nailing: Right(ITT411.88)-Face:2-N10 ,Top:4-N10 , Member: 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 806 806 2840 Passed(28%) Rt. end Span 1 under Floor loading Reaction(lb) 806 806 2240 Passed(36%) Bearing 2 under Floor loading Moment(ft-Ib) 4221 4221 6860 Passed(62%) MID Span 1 under Floor loading Live Defl.(in) 0.563 0.582 Passed(U497) MID Span 1 under Floor loading Total Defl.(in) 0.886 1.165 Passed(U315) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480, TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design _ Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. Pro",TJ-Pro"and TJ-Beam'"'are trademarks of Trus Joist. TJI®and Microllam®are registered trademarks of Trus Joist Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. i � � 200420 DINETTE air+ �/�eh R TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 11.875rr TJI®/ProTM 120TS JOIST BEAMUSA 1001 12/4/00 2:28:19 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. Pro TM,TJ-ProTM and TJ-Beam''are trademarks of Trus Joist. TJI®and Microllam®are registered trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. "' 200420 LIV RM WDW '"<.. 4e 41d TJ-Beam"" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/4/00 1:55:20 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 $.2., All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration; 15 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 600 225 0 to 4' Adds to Uniform(plf) Roof(1.25) 180 68 4'to 8'2" Adds to Point(Ibs.) Roof(1.25) 0 2475 4' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 2200/2128/4327 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1277/1728/3005 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4050 3234 7897 Passed(41%) Lt. end Span 1 under Roof loading Moment(ft-lb) 8887 8887 16445 Passed(54%) MID Span 1 under Roof loading Live Defl.(in) 0.072 0.251 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.193 0.377 Passed(U468) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: r _ No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beamn'is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist �'' 200420 BEDRM 5 WDW �jl�lJ,GfJ* TJ-Beam"" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 9:08:00 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 1 � 11-A, 2 5'9" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 340 248 0 to 5'9" Adds to Uniform(plf) Floor(1.00) 340 248 0 to 2'7" Adds to Uniform(plf) Roof(1.25) 180 68 0 to 2'7" Adds to Point(lbs.) Floor(1.00) 0 13090 2'7" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4.159" 2174/8742/10917 1 14.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1354/6754/8108 1 14.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 10450 7792 8379 Passed(93%) Lt. end Span 1 under Dead load Moment(ft-lb) 19882 17904 24394 Passed(73%) MID Span 1 under Dead load Live Defl.(in) 0.010 0.128 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.093 0.256 Passed(U665) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-Beam""are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. 200420 REC ROOM WDW TJ-Beam"" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 9:12:28 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=17'4" 71 5'5" 6'6" 5'5" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 480 300 0 to 1' Adds to Uniform(plf) Floor(1.00) 300 233 1'to 17'4" Adds to Uniform(plf) Roof(1.25) 280 105 0 to 11'5" Adds to Uniform(plf) Floor(1.00) 300 . 233 6'2"to 12'5" Adds to Uniform(plf) Roof(1.25) 200 75 9'to 12'5" Adds to Point(Ibs.) Floor(1.00) 0 3558 6'2" Adds to Point(Ibs.) Floor(1.00) 0 1238 9' Adds to Point(Ibs.) Floor(1.00) 0 1210 12'5" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1787/412/2199 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" 5296/7206/12501 1 9.5" Detail B3 3 Column 5.25" 5.25" 5095/5563/10659 1 9.5" Detail B3 4 Column 5.25" 4" 931 /261 /1192 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8666 3974 6318 Passed(63%) Rt. end Span 2 under Floor ADJACENT span loading Moment(ft-lb) 6722 5500 13156 Passed(42%) Rt. end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.048 0.162 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.096 0.325 Passed(U811) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL: L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include alternate and adjacent member skip loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. ardentlills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam''are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. • yds .t 200420 REC ROOM WDW TJ-Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 12/7/00 9:12:28 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam1"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. a' 200420 DECK BEAM �llr ,tA�G1E<7* `TJ-Beam" v5.55Serial Number:700103477 5.25" x 11.875" 2.0E Parallam® PSL BEAMUSA 1111 12/7/00 9:13:58 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 16' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 280 105 0 to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2560/1141 /3701 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2560/1141 /3701 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3556 3041 7352 Passed(41%) Lt. end Span 1 under Floor loading Moment(ft-lb) 13670 13670 21495 Passed(64%) MID Span 1 under Floor loading Live Defl.(in) 0.336 0.384 Passed(U550) MID Span 1 under Floor loading Total Defl.(in) 0.615 0.769 Passed(U300) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Environment Consideration:CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJ. Wolmanized® CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro^1 and TJ-Beam"are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. DATE TIME A CITY OF ORONO CALLED IN 07'.3,-G/ ( ' 2e 441 INSPECTION NOTICE SCHEDULED —O -74-1-3O 7'41 5/414t PERMIT NO. COMPLETED ADDRESS /050 t'4.), 1I0 i Q`1 OWNER CONTRCL'.4'✓ ' /L'/ TELEPHONE NO. LS I9- - ,jag - c905- • DESCRIPTION 905DESCRIPTION P 'c W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 3�1`OUNDATI0 REMOVAL OWN ERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: CC CC W CC c CC • )2• 21 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY • 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /2L —z of White Copy/Inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN d-/S---013 3 9 PMINSPECTION NOTICE SCHEDULED 4peO -Of /130 1 PERMIT NO. 0 3 445 COMPLETED �-- --o/ .' 3 C ADDRESS /050 0, 1/o- Vi�, .__ OWNER CONTR. -,z-. (--r------e, HA--c. TELEPHONE NO. (? Ia Et/D I SSS D • •N O I /vn i -S C . W i1 FOOTING 11 ME ANICALRI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION cC 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: c W Q. O >. 1 cc , i ? 0 lye ,, / J - Q1 Tz , ( • r -j= t. /1, -f,.---,.. ', 1 W ft,O ISL'o ,ee„,cd cc O Lu ❑WORK SATISFACTORY:PROCEED D PROJECT COMPLETE WreaCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector./fa,..-{ at., - White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO (c)3 C, CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. MEIN,r • COMPLETED 9'—'4"d1 I/ 3 v ADDRESS/& 5� l-,17//f}(,/ j,/fP.c.,) OWNER CONTR. TELEPHONE NO. DFTION 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS H 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 4J09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO C3 COMMENTS: t,tz.uctiv- ---064-1)7‘); o v1 c e d4;v-te-e „ 1 C r-p ent,41/ W CC (4.J CC d W CIWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE • ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W C) ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlCon jr ctor on site: Inspector. ✓�� C White Copy/Inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT� L_ SCHEDULED (7 - L/ ' L ' PERMIT NO. 1" --:)7 J COMPLETED �-Or/ ,...> � -CO ADDRESS '1 C Pc,/ t;' l- /4,-Cr ,I PI OWNER CONTR. ( P(7Yt i/-) TELEPHONE NO. (.1/'/� '9 /// 7—2 DESCRIPTION11o� rl LU 01 FOOTING 11 MECHANICAL RI 1 XCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 1, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v• 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR 00 MEETYOU:_YES_NO r ' 0 M E TS: r 1,0#x]jTJ•�' ��� .4„.47,,,,...„ T r�.r... tn a'„C-�,�M 1 �i Y`e S , of &V-'7 C"et CL.L.C.G, aneC4r; , ,,.../...---,.._ 5_c_ 2?, .,;,,,..,,,,/ t,A,---f' v /7/1-e e_, z W z W a /ORKSATISFACTORY:PROCEEDF}ROJECTCOMPLETE CC W ❑—CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY / , . OU BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ P OH TOTAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector /,_ 9 .s White Copy/Inspector's File Canary Copy/Site Notice DATE‘./ ' TIME CITY OF ORONO CALLED IN `_ ' CY c3) INSPECTION WITICE SCHEDULED " -j PERMIT NO.7 (-'2_3 y(-5 COMPLETED -2 3= OU ADDRESS!/6'75—C' CC '-cam p Ut k'�e,c c ;' , OWNER. Y�'�i�-1�Gc'G��c<GONTR. Y —t-,-.,- TELEPHONE-IVO. 2() 57c �/7// DESCRIPTION lye 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ctct 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 I 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION • 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL • 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ct OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc w Q.. CC 0 CC O W CC Q W W CC CJ ❑WORK SATISFACTORY:PROCEED C PROJECT COMPLETE C ❑CORRECT WORK&PROCEED Li ISSUE CERTIFICATE OF OCCUPANCY W O El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contracto on site:�� Inspector. Az-t - I White Copy/Inspector's File Canary Copy/Site Notice / DATE /I}�E CITY OF ORONO 7i 3 it8OALLED IN V-/q-01 / / �,err INSPECTION NOTICE SCHEDULED /Z-f_au "c <'< G C � PERMIT NO. ; - �- COMPLETED C r-2o--oI ADDRESS l OW ► %.k, /c G.lii tip 11`b OWNER CONTR. Le C-1fat ICJ i'`r TELEPHONE NO. Li ( - : - - 9 q 3 3 3 5 :Z.-1S-Lk (c-h c5Y' 3-7 DESCRIPTION k. W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING stst 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J• 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTO TO MEET/YOU:_YES NO JJ 2 COMMENTS/ M-e ,--6! )/44-4-51-- dj e LI, G /- O / 131 IteeL o ��r` Fec2 -2-)finArk, ne..,; , ,(a_le_.s o W Q q 7 I,CC )xe4 W Z W CC 0 W ❑WORK SATISFACTORY:PROCEED C PROJECT COMPLETE CCW ORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ElC RRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN CiSTOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site: Inspector -z--c S 7' White Copyllnspector's File Canary Copy/Site Notice 7 DATE /WE 6 /0 CITY OF ORONO CALLED IN V-/k-6? f INSPECTIOWTIO �-SCHEDULED '-� 0/ Y' OC) PERMIT N `�� �9 E_;- COMPLETED l PL l A. ADDRESS / 3.---6) I!1!,)/—C'e2`Z(,) V -cU OWNER ,4J""_of71/ / CONTR. ‘ !)�`-`` TELEPHONE pO. (,-/_),),- ' t, "3 3 DESCRIPTION W 01 FOQIIN&_ 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING LI-‘56,3-2411=1:1IG 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS CATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL CI• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL • 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J ' OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc Lu Q. cc 0 cc 0 W cc Q W Z W cc d /�J'WORKSATISFACTORY:PROCEED C PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED P ISSUE CERTIFICATE OF OCCUPANCY W O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT 11 CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED Li INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contract o sit • Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. / COMPLETED L'14-0( 3'5(9 ADDRESS /0 SO E.4.2///04) OWNER CONTR. 4- "--- TELEPHONE NO. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION • 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO cc • CO ENTS: ;'CA c SocH2o, i 6 fns✓ Q12 riz7 j�e�y1(vrs cc 74t/e / / 4e-ed C/'c u0 Qz 4/111 G,eC cf Re W W cc W ❑WORK SATISFACTORY:PROCEED H PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN [1 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice