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HomeMy WebLinkAbout2002-P05319 - new home CITY OF ORONO PERMIT Permit Number: 2750 Kelley Parkway - PO Box 66 P05319 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 6/25/2002 SITE ADDRESS: 740 Willow Dr S Wayzata,MN 55391 PID: 03-117-23-33-0006 DESCRIPTION: UBC Occupancy R3 Proposed Use: Residential Construction Type VN Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: 2660 Separate permits required: Piumbing Mechanicai Firepiace sewer Connection irrigation Eiecmcai(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,233.75 Valuation: $ 500,000.00 Plan Review Fee: $ 2,102.03 State Surcharge Fee: $ 250.50 SAC Fee: $ 1,200.00 TOTAL FEE: $ 6,786.28 APPLICANT: Wilson Management Ltd. OWNER: Jeffrey&Leontyne Maxwell 1589 Hwy 7,#202 740 Willow Dr S Hopkins,MN 55305 Wayzata MN 55391 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. ' PLICANTPE SIGNATURE ISSUE YSIGNATURE Copies: 1-File(SiQnitures Reauired), 1-Applicant, I-Monthly Reports, 1-Assessine, 1-Finance Page 1 Total Fee: $ �� r 7��' Z Date Received: Entered By: Permit #: c Z -7 1 CITY OF ORONO - BVLDING 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 OR CONTRACTOR JOB SITE ADDRESS: -7,-/O 5- w.I1 ow 1-JR-1yE ZIP: 45301 NAME OF OWNER: rqMtL. HIf H-RAtiI PHONE: (home) (work) �Z-9g$-ooio MAILING ADDRESS: 1599 gwY 7 3,r205 CITY: d pis ZIP: 6'5 CONTRACTOR: tL-,,, Mna.miamsjr 4tm PHONE: q5Z-988-oc�td CONTACT PERSON: Kau i4E-ftp MOBILE/PAGER: ZjS-y4,V& MAILINGADDRESS: 15M µw4' 7 6n 7 - CITY: t4py-x.t5 ZIP: $5.25 STATE LICENSE: #gC_ 20121S I`18 ARCHITECT/ENGINEER: p �t � ,.! PHONE: MAILING ADDRESS: yrgi iW ►o ha Q CITY: deo A5 ZIP: 6611z- NAME: 611ZNAME: REGISTRATION# TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): c3,,Wle x, ;14 �M, ,,j;.� /anke-t ao C-I&CM)E- STORIES: Z-. SQ.FEET OF EACH FLOOR: 7,,,3�_ lit tyt fl, 182�� Z,,oA.18W NO. OF BEDROOMS: _3 GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ ,pop=-° 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 SIGNATURE: � DATE: _T I�lID2 NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. 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DATE APPROVED: 6 •L Y-o 2 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLANREVIEW Yes ci No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION _fi INVESTIGATION FEE Yes No c/ PARK FEE SAC Yes ✓ No SITE INSPECTION Number of SAC Units 1. OTHER (specify) ZONING CHECKLIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres 1.03 M Width Depth Survey Submitted. Yes ! No Date of Survey: b-3-02 Proposed Setbacks: Front (Lake): {K) Right Side: 34 Rear (Street): 91 Left Side: 44.3 Adjacent Structures: f4 /#4 Wetland: Al lig Building Height: Def. Hgt. Peak Hgt. 36 Lot Coverage: 0• le Grading: Staff Approval Date: to- Z-'( - 0 2 By: d•v Council Approval Date: Septic: Staff Approval Date: pf (A By: Zoning File: # L 66 a Resolution: # H 6 111 Resolution Date: 2•L -01 Shoreland District: N 0 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): 32 BUILDING REVIEW CHECK LIST UBC: ie• 3 CONSTRUCTION TYPE: V 0,J Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ SO o,on o Inspections Required: Work Requiring Separate Permits: Site jr Plumbing Fire Hardcover Removal rK, Mechanical Water Connection Footing Septic _,Sewer Connection J�Framing oc Fireplace p< Lawn Irrigation a Insulation (Masonry) Other A Wall Board (Mfg.) _Z Well (State Permit) Final Grading/Filling oc Electrical (State Permit) Other REMARKS(INHOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS(TO BE NOTED ON PERMIT): 33 w Part IIIc. VENTILATION INSTRUCTIONS ORONO COPY Step 1. Complete the Ventilation Quantity worksheet below. Step 2. Check the Make-up Air Path(from Part II)on the Ventilation Methods table below. Step 3. Choose permitted method(s)for People and Supplemental Ventilation from the Ventilation Methods table. Step 4. Complete the Ventilation Fan Schedule. VENTILATION QUANTITY TOTAL VENTILATION: 0.05 cfm/sf x t(b sf Z73 cfm conditioned floor area normally including basement PEOPLE VENTILATION: ( � x 15 cfm/bedroom)+ 15 cfm D cfm #of bedrooms SUPPLEMENTAL'VENTILATION: 12 cfm p cfm g 3 cfm total ventilation people ventilation VENTILATION METHODS MAKE-UP AIR PATH(from Part II) PEOPLE SUPPLEMENTAL CO ALARM ❑ Prescriptive(or Aggregate)Path 0 Balanced or Exhaust only Balanced or Exhaust only* Not required Prescriptive(or Aggregate)Path l Balanced or Exhaust only Balanced or Exhaust only* Not required- C3 Prescriptive(or Aggregate)Path 2 Balanced Balanced or Exhaust.only* Required ' ❑ Prescriptive(or Aggregate)Path 3 Balanced Balanced Required ❑ Performance Path(see part 7672.1000 subpart 7) Performance Performance I Required *Passive infiltration shall not be used to provide make-up air for exhaust only supplemental ventilation in excess of 0.0_cfnVsf. t A carbon monoxide alarm must be installed if a controlled combustion solid-fuel burning appliance is installed in Path L VENTILATION FAN SCHEDULE Fan description or location or E or2 .(a 1 Z- TOTALS Fan Purpose 54 People to People ❑ People ❑ People 1Z. cfm ❑ Supplemental ❑ Supplemental & Supplemental HL Supplemental 7 cfm VENTILATION Intake cfm cfm o k cfm 101 cfm cfin AS DESIGNED Exhaust cfm cfm cfrn cfm cfrn Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy Code. V&l (" I'q b 4 Z 275-y'f�l8 Applicant(print name) Signature Date Telephone number Part IIIb. VENTILATION (Submit Part IIIb upon completion of system verification) d,- ---------------------------------------------------------- Job Site Address: Permit Number Fan description or location TOTALS MEASURED I Intake* cfm cfrn cfm cfm cfm PERFORiv1ANCEExhaust* cfin cfm cfrn cfim cfm' *Measurement required for ventilation system intakes and exhausts from the building with design air flow of 30 cfm and greater. Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Applicant(print name) Signature Date Telephone number 17 ,PASSIVE MAKE UP AIR OPENING SCHEDULE Diameter '. Path 2 TABLE FOR SIZING".PASSIVE IVIAKE I AIR OPENINGS Path 0 ; Path 1 , Notes a) This table assumes 20 feet of smooth unobstructed round 3 inches, 50 cfm.::.,.:, 35!cfin I5"cfin duct with three 90°elbowsand a screened hood 4 inches 90 cfm 60fn30 cfai `:b) Equivalent'designs calculated using pressures of 50 Pascals S inches" 140 cfm _7700 cfm 45 cfin for Path 0,, 25 Pascals for Path.1, and 5 Pascals forPath 2 6 inches 200 cfm 140 cfin , 65 cfm'" may be used " 7 inches 270 cfm 190 cfm.: 85 cfiri .. C)" If:a make-up air opening is iised with no duct or elbows,the 8 inches 350 cfm 250 cfm . 110 cfrn diameter'can be decreased by:l inch. 9 inches 450 cfrn 320 cfm ;140 cfm F d) ; I:flex duct is used,increase diameter by 1 inch.`" 10 inches 57.0 cfin 400 cfin 180 cfm Make-up Air Application/Location CFM Opening size Duct Type ❑ Smooth Q Flex ❑ Opening only Cl Smooth ❑Flex ❑Opening only ❑ Smooth ❑Flex ❑ Opening only ❑ Smooth ❑Flex ❑ Opening only AGGREGATE MAKE-UP AIR WORKSHEET INSTRUCTIONS Step 1. Complete Exhaust Schedule on the right indicating cfin of largest device in each category. EXHAUST SCHEDULE Step 2. Complete the Combustion Equipment Schedule on preceding page. DEVICE = CFM- Step 3. Choose a path with a Y(Yes)for all selected equipment. Clothes dryer b Step 4. .Complete Aggregate Make-up Air table below for chosen path.Using the total cfm from the Kitchea exhaust Exhaust Schedule,indicate flow in cfm for proposed method(s)of providing make-up air. Other"exhaust Step 5. Fill out the Passive Make-up Air Opening Schedule above. TOTAL;; 160 E3 Path 0 — Aggregate Make-up Air Method Passive Passive Powered n: Infiltration Opening ! " Make up Passive infiltration for up to 425 cfm Passive openings for.cfffis over 425 Powered to match flow for cfrns over 985 " Path 1 — Aggregate Make-up Air Method Passive Passive Powered Infiltration Opening* Make up Passive infiltration up to 175 cfm* Passive openings for cfms over 175 `5c� Powered to match flow for cfms over 565 - * If a closed controlled solid fuel burning appliance is installed in Path 1,then a passive opening must be".installed to provide make-up =y air for the clothes dryer and for any central vacuum that exhausts to the outside. ' ❑ Path 2 — Aggregate Make-up Air Method Passive Passive Powered Infiltration Opening Make-'up Passive openings for up to 175 cfm Powered to match flow for cfms over 175 N/A ❑ Path 3 — Aggregate Make-up Air Method Passive PassivePowered Infiltration Opening Make-up Powered to match flow N/A N/A 16 Part B. DEPRESSURIZATION PROTECTION Check option used: Fuel burning equipment (complete schedules below) ❑ No fuel burning equipment INSTRUCTIONS EXHAUST'/MAKE-LIP AIR SCHEDULE* Step 1. Complete the Combustion Equipment Schedule below. Only equipment Exhaust devices over 300 cfm Flow with a Y(Yes)may be selected under the"Category 1"alternate. cfm Step 2. Complete Ex,.aust/Make-up Air Schedule on the right if direct or power cfm vented or solid fuel atmospheric vent space heating equipment is selected. cfm CON BUSTION EQUIPiVIENT SCHEDULE (check all types proposed) Space heating-nonsolid fuel HL Sealed combustion Y Hearth — nonsohd fuel ❑ Sealed combustion Y.-, ❑ Direct or power vented Y* 1$1 Direct or power vented Y Atmospherically vented N :Atmospherically vented N Water heating—nonsolid fuel C3 Sealed combustion Y Space heating—solid fuel, ❑ Atmospherically vented Y*._ Ak Director power vented Y Water he —solid fuel ❑ Atmospherically vented Y Atmospherically vented N Hearth-'solid fuel E3Atmospherically vented Y; *: If atmospherically-vented solid fuel or direct or power vented nonsolid fuel space heating is installed, then make-up air to.match flow is required for each individual exhaust device which exceeds 300 cubic&et'per minute. Part C1. VENTILATION VENTILATION QUANTITY (Mechanical ventilation must be provided per the larger quantity,calculated below) (og cubic feef x' 0.00583/minute = .� cfm (;�� g 15 cfm bedroom);F 15 cfm cfm volume of habitable rooms number of bedrooms VENTILATION FAN SCHEDULE Check niethod(s)proposed ❑ Exhaust only NJ Balanced (heat recovery ventilator,air exchanger,etc.) Fan description or location 4 w G WLLI Fi0s, w UfPRit.I� Y1A1N� TOTALS VENTILATION Intake' `cfrn cfm cfm:' cfm CEM AS DESIGNED` Exhaust Sp cfrn 50 cfrn j50 cfm Xco cfm 4ko cfm> Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy Code. KFA kfo& ��— Iq D2 61Z-2175-ggqb Applicant(print name) wASa►z"t*,O Signature Date Telephone number Part C2. VENTILATION (Submit Part C2 upon completion of system verificationf) Job Site Address: Permit Number Fan description or location TOTALS . MEASURED Intake cfm cfm cfm cfm cfm. PERFOILVIANCE `'Exhaust cfm cfm cfm` cfm cf ni j Ventilation rate must be measured and verified when the performance option is used in lieu of the prescriptive'op tion for the sealing of joints in the building conditioned envelope(from Part A).; Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Applicant(print name) Signature Date Telephone number 12 06/14/2002 09:17 FAX 9524749664 ABEL B&C, INC. ; WILSON 1@002 Aggregate Make-Up Air Alternative and Ventilation Documentation (Gan be Used as a Supplement to Permit Application) Date: 6/11/2002 Bldg Address: Willow Drive ode: 55323 _ Ci : Orono Zip c Completed By: John Lynch Co. blame:Abel B&C, Inc. l Exhaust Devices CFM Path 1, Aggregate Alternative 150 Space Heater: Sealed Combustion Clothes Dryer water Heater: Power Vented Kitchen Exhaust 0 Gas Hearth: Direct Vented ` Solid Fuel Hearth: None CO Alarm: Not Required —i ZCentral Vacuum None Make-Up Air Requirements Largest Total Exhaust Devices Dryer Kitchen Other I —� Exhaust Capacity 150 0 0 150 Distribution CFM Passive Infiltration 150 - Passive opening(s) Rigid Flex Direct Powered Make-Up I -�--- Ventilation Minimum Required Sq. Ft. Bedrms Total Ventilation People Ventilatlon Supplemental Ventilation l 5461 5 273 90 183 People Supplemental —T HRV or ERV 1 56 cfm. HRV or ERV 1 101 _ HRV or ERV 2 56 cfm. HRV or ERV 2 101 cfm. People: 112 cfm. Supplemental : 202 cfm. Total: 314 cfm. . , ..... --- e:....�a,... Date Phone number 06/14/2002 09:18 FAX. 9524749664 _ ABEL B&C, INC. WILSON 121003 Ventilation Measurement Documentation — — —_ Date: _� Bldg Address'. Drive —. _ Zi Code .55323 _ _ �I City: Z rono J— p — Completed By: John Lynch j Co. Name:Abel B&C, Inc. — Path 1, reE - - Agggate Alternative � _ . Ventilation: Measured Performance people Ventilation Supplemental Ventilation Total Ventilation 183 273 Minimums ---> 90 .L. Measured L Measured Z Designed supple Designed Intake Exhaust People Intake 'Exhaust Supp HRV or ERV 1 101 cfm- HRV or ERV 1 56 cin. _ 101 drn. HRV or ERV 2 56 afro. HRV or ERV 2 People Total: '112 ofm. Supplemental Total: 207.eft. 1 Note: Air flow for balanced ventilation systems must be balanced within ten percent. le Total Designed Ventilation: 1!4ECfm. Total Measured Ventilation (people+supplemental); Compliance Statement:Installed ventilation system is in compliance with the MN Energy Code and sized to provide the design air flow. Signature Date Phone number Applicant(print name) 9 0 R w Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202198 COUNTY:Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION TYPE: Single Fancily DATE: 06/10/02 DATE OF PLANS: 6/10/02 PROJECT INFORMATION: WILLOW VIEW DRIVE,ORONO COMPANY INFORMATION: WILSON MANAGEMENT COMPLIANCE: Passes Maximum UA=793 Your Home=581 26.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 1979 44.0 0.0 44 Wall 1: Wood Frame, 16"o.c. 5014 19.0 0.0 254 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 622 0.320 199 Door 1: Solid 38 0.140 5 Door 2: Glass 41 0.320 13 Basement Wall 1: Solid Concrete or Masonry, 3.5'ht/3.0'bg/3.5'insul 60 11.0 0.0 4 Basement Wall 3: Solid Concrete or Masonry, 9.0'ht/4.5'bg/9.0'insul 108 11.0 0.0 8 Basement Wall 4: Solid Concrete or Masonry, 3.5'ht/2.0'bg/3.5'insul 21 11.0 0.0 2 Basement Wall 5: Solid Concrete or Masonry, 9.0'ht/8.5'bg/9.0'insul 945 11.0 0.0 52 Furnace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.320 0.370 Includes Foundation Windows>5.6 ft2 } COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date ` � 202198 SCREEN PORCH FOUND COPY4n ~ - onnNo "' "020016 1 5 1/4" x 11 1/4" 2.0E Parallam® PSL, CCA-SL 2 (19% < MC < 28%) T.LBeam(TM)8.02 Serial Num r.7002001601 User.2 8/12/02 9:51:11 AM Paget Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:13' © 0 0 -6-6" b 6'6.. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Un'rform(plf) Floor(1.00) 330.0 124.0 0 To 13 Adds To (1) Point(lbs) Floor(1.00) 0 7155 3" - Point(lbs) Floor(1.00) 0 1431 4'3" - Point(lbs) Floor(1.00) 0 1800 8'9' - (1) Point(lbs) Floor(1.00) 0 4859 12 9" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 7.00" 7.00" 1149/7804/0/8953 L1:Blocking Custom Blocking 2 Wood column 5.50" 5.50" 2823/3858/0/6681 L5 None 3 Wood column 5.50" 5.50" 1120/5631 /0/6751 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,1_5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3472 2857 6965 Passed(41%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -4334 -4334 19408 Passed(22%) MID Span 2 under Floor loading Live Load Defl(in) 0.011 0.154 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.031 0.308 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STAN DAR D(LL:U480JI-11240). -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 analysis include afternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :651-638-1412 PLANNINGDFSIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. j 202198 SCREEN PORCH FOUND .�� T�a,,,c, e.�2�e,;,'; "`, 51/4" x 111/4" 2.0E Parallam® PSL, CCA-SL 2 (19% < MC< 28%) User 2 W=9:51:13 AM Paye2 EngineversknI.21 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 Tris Joist(TJ). TJ warrants the sing of its produces 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 suppler 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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) V PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-6364889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. r`/j / 202198 SCREEN PORCH FOUND TAa3aam(r 6.02 SerialNurn s6 r700O1M 51/4" x 14" 2.0E Parallan* PSL, CCA-SL 2 (190/6 < MC < 28°x) User.2 8M2W 9:45:48 AIN Papel Engine version:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED AL Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Applicatlon Comment Unifonn(plf) Floor(1.00) 54.0 20.0 0 To 156" Adds To Point(Ibs) Floor(1.00) 0 2837 3 S' - Polntpbs) Floor(1.00) 0 3520 9 9" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detall Other Width Length Live/Dead/UplM rotas 1 Wood column 5.50" 5.50" 776/4179/0/4955 L5 None 2 Wood column 5.25' 5.25" 775/3135/013910 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4904 4708 8668 Passed(54%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 21713 21713 29335 Passed(74%) MID Span 1 under Floor loading Live Load Dell(n) 0.070 0.528 Passed(L/999+) MID Span 1 under Floor loading J Total Load Defl(in) 0.748 0.793 Passed(LR54) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:Ll360,TL:LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"ok 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 sing 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 riot 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 Strews Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration. CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. e�4rr(� 202198 DECK TJ-Beam(Tmamso" 70 mem 31/2" x 11 1/4" 2.0E Parallam®PSL, CCA-SL 2 (19% < MC < 28%) User:2 QM20M9:13:22 AM Papel EVineveml=1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED _1176" r Product DkWam Is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: - Type Class Live Dead Location Application Comment Uniform(plt) Fk)or(1.00) 257.0 96.0 0 To 13 6' Adds To SUPPORTS: Input Bearing Vertical Reactions pbs) Detafl Other Width Length Live/DeadNp[Wrotal 1 Wood column 5.25" 5.25" 20051832/0/2837 L5 None 2 Parallam PSL Beam 5.25" 5.25' 2005/832/0/2837 Al:Blocking 1 Ply 110 1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibe) 2706 -2259 4644 Passed(49%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 8709 8709 12938 Passed(67%) MID Span 1 under Floor loading Live Load Deft(in) 0.279 0.322 Passed(1-/554) MID Span 1 under Floor loading Total Load Dell(in) 0.498 0.644 Passed(1-/310) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracirg(Lu):AN compression edges(top and bottom)must be braved at 7 8"o%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 beds,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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514M-6889 Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® and ParallamW are registered trademarks of Trus Joist. 202198 BBQ DECK iam TJLBemrno 6.02 Serial Numn.7002001801 51/4" x 14" 2.0E Parallam® PSL, CCA-SL 2(19% < MC< 28%) User.2 6/12102 9:W:29 AM PW1 &VineVersion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F-4 I Ell 0 r Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . + Uniform(plf) Floor(1.00) 54.0 20.0 0 To 11' Adds To Point(lbs) F"1.00) 0 7456 7 9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/UpIIfNTotai Depth 1 Wood column 5.25' 5.25• 526/6060/0/6586 WA WA WA L5 None 2 Parallam PSL Beam 1.50" 1.97 508/2034/0/2542 1 16.00" WA L3:Top Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L3:Top Mound Hanger HANGERS:Simpson Strong T"Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 L3:Top Mound Hanger NONE FOUND 0/12 0 N/A WA WA N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 6538 5967 7801 Passed(76%) Lt.end Span 1 under Dead loading Moment(Ft-Lbs) 15485 14554 26401 Passed(55%) MID Span 1 under Dead loading Live Load Dell(in) 0.015 0.352 Passed(L1999+) MID Span 1 under Floor loading Total Load Dell(n) 0.225 0.528 Passed(1-1563) MID Span 1 under Floor loading -Deflection Criteeria:STANDARD(LL:LGW,TL:L240). -Bmdng(Lu):All compression edges(top and bottom)must be braced at 2'8"otc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651463646889 Fax :6514KW-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam® and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. � a 202198 BBQ DECK T,LBsarnMA)&02SerWN�"��1®0 51/4" x 14" 2.0E Parallam® PSL, CCA-SL 2(19%< MC < 28%) �2 OM 2002Engine Version: � THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Peps 2 Engine Vs�siann:1.21 -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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651 436-6889 Fax :651438-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®and Parallam* are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 BBQ DECK T.1Bsamom8.Msa " ""` 10M 51/4" x 14" 2.0E ParallamQD PSL, CCA-SL 2 (19% < MC < 28°x) User.2 8H2W 91.98:28 AM Paget EVInevemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 7991 7038 8668 Passed(81%) Lt.and Span 1 under Floor loading Moment(Ft-Lbs) 28195 28195 29335 Passed(96%) MID Span 1 under Floor loading Live Load Dell(in) 0.118 0.392 Passed(1-1999+) MID Span 1 under Floor loading Total Load Dell(in) 0.557 0.587 Passed(L253) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bmdng(Lu):All compression edges(top and bottom)must be braced at 7 Ir ok 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 or 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 riot 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 Strew Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:65146364MM Fax :6514538-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallame and Parallam®are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. t M2198 BBQ DECK T,a,,,,OM8.02S,; ,"� 7M,601 51/4" x 14" 2.0E Parallam@ PSL, CCA-SL 2 (190/6 < MC < 28%) Uww.z 6,ZW9,30:2eAM Pagel Eninevengon:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 8 7F 6" 1 Product Dkgrsrn is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 480.0 180.0 0 To 9 Adds To Tapered(plf) Floor(1.00) 280.0 To 210.0 105.0 To 79.0 9 To 17 6' Adds To (1) Pointpbs) Floor(1.00) 0 2771 3" - Point(Ibs) Floor(1.00) 0 4813 4'9' - Point(lbs) Floor(1.00) 0 2771 8'9" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth bkidting,rim or squash blocks are required at support(s):1 The a�essories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) reactions. These are the reactions aswith the highest coefficient of duration and may not be the most CRITICAL c ase when designing the supporting member below. SUPPORTS: Input Bearing Vertical Reactions pbs) Pty Depth Nailing Detail Other Width Length Live/Dead/UpINVTotal Depth 1 Wood column 5.25' 8.30' 3130/7863/0/10993 WA WA WA L5 None 2 Parailam PSL Beam 5.25" 5.63" 2548/4908/0/7456 1 16.00" WA L3:Top Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L3:Top Mount Hanger -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. HANGERS:Simpson Strong Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 L3:Top Mount Hanger NONE FOUND 0112 0 WA WA WA WA PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING 8 DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:65146364889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®and Parallame are registered trademarks of Trus Joist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 SCREEN PORCH FOUND T-Bee,nmK8.02serial `an 0MOM 51/4" x 14" 2.0E ParallamS PSL, CCA-SL 2(19% < MC < 28°x) User2 0/1=91.31:30AM Papel Engine Vemion:1.2-1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 54.0 20.0 0 To 16'6" Adds To Point(lbs) Roof(1.25) 0 3520 9!r - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length LlvelDead[UpHWotal Depth 1 Wood column 5.50' 5.50" 771/1888/0/2659 N/A WA WA L5 None 2 Parallam PSL Beam 5.25" 2.54" 780/2589/0/3369 1 16.00" N/A L3:Top Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L3:Top Mount Hanger HANGERS:Simpson Strom Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 L3:Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A WA DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 3303 -3125 8668 Passed(36%) RL end Span 1 under Floor loading Moment(Ft-Lbs) 17820 17820 29335 Passed(61%) MID Span 1 under Floor loading Live Load Defl(In) 0.068 0.524 Passed(L1999+) MID Span 1 under Floor loading Total Load Defl(in) 0.542 0.786 Passed(W48) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L=,TL:L/240). -Bra ing(Lu):All compression edges(top and bottom)must be braced at 2 8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636.6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®and Parallame are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 SCREEN PORCH FOUND AIA�- OMn 2TLB@mM8.02Se"NwMOo 51/4" x 14" 2.0E Parallam@ PSL, CCA-SL 2 (19% < MC < 28%) User.2 8/72102 9:31:33 AM Pup 2 eVineVamion:1.2.1 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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) J PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® and Parallame are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. f A 202198 SCREEN PORCH FOUND .�� � TlBeam(TM)8.02sa1�ai ,moo m inem 51/4" x 11 1/4" 2.0E Parallam@ PSL, CCA-SL 2 19% < MC < 28%) geI E�ny�Vemwon.121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 46 Nil 1 1r s" 1 Product Dielgrom is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(paf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pit) Floor(1.00) 54.0 20.0 0 To 15 6" Adds To Point(lbs) Roof(1.25) 0 4180 14' - SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length Pbs) Depth LivelDead/U plift/Total 1 Parallam PSL 5.25" 1.50" 781/1025/0/1806 1 14.0(" WA 1-11:Top Mount None Beam Hanger 2 Paralbm PSL 5.25" 5.25" 770/4037/0/4807 WA N/A N/A Al:Blocking 1 Ply 1 101.5E Beam TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,A1:Blocking HANGERS:Simpson Strono-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Top Mount Hanger NONE FOUND 0/12 0 WA WA WA WA _DESIGN CONTROLS: Maximum Design Control Control Location Shear abs) -4761 4604 6965 Passed(66%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10287 10287 19408 Passed(53%) MID Span 1 under Floor boding Live Load Defl(in) 0.128 0.394 Passed(L1999+) MID Span 1 under Floor loading Total Load Deft(in) 0.637 0.788 Passed(LI296) MID Span 1 under Floor bading -Deflection Criteria:STANDARD(LL:L/480,TL•LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 Wold unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ®2001 by Trus Joist, a Weyerhaeuser Business Parallam® and Parallam® are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. J 202198 SCREEN PORCH FOUND .I� N7= .0T,.8_ncrW&02SwW0 M 51/4" x 111/4" 2.0E Parallalm® PSL, CCA-SL 2 (19% < MC< 28°x) User:2 eM2W9:25:35AM Pap eVinevemim.1.21 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 bads,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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) f PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514M-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallame and Parallam® are registered trademarks of Trus Joist. Simpson Strong-Tiee Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 SCREEN PORCH FOUND Tjae.n,M&02Sew`'��,00mem 31/2" x 111147 2.0E Parallam@ PSL, CCA-SL 2 19% < MC < 28%) users ensas esi:eo AM Papel EoneVenuon:121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 96'6" Product Diagirarn is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas W:40.0 Live at 100%duration,15.0 Dead Vertical Loads: - Type Class Live Dead Locatlon Application Comment Uniform(ptf) Fkror(1.00) 54.0 20.0 0 To 15 6" Adds To Point(Ibs) Roof(125) 0 1870 14' - SUPPORTS: Input Bearing Vertical Reactions Py Depth Nailing Detail Other Width Length abs) Depth Live/Dead/U plilUTotal 1 Parallem PSL 5.25" 1.67 780/650/011431 1 14.00' WA H1:Top Mount None Beam Hanger 2 Plate on masonry 5.50" 5.50" 771/200010/2771 WA N/A WA Al:Blocking 1 Ply 110 1.5E wall TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger A1:Blocking HANGERS:Simpson Strono Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange SupportWood Flanges Offset Slope Specks 1 H1:Top Mount Hanger NONE FOUND 0/12 0 WA WA WA WA DESIGN CONTROLS: Maximum Design Control Control Location Shear abs) -2724 -2573 4644 Passed(55%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6630 6630 12938 Passed(51%) MID Span 1 under Floor loading Live Load Defl(in) 0.191 0.393 Passed(L)988) MID Span 1 under Floor loading Total Load Defl(in) 0.617 0.786 Passed(L1306) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"c%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514064MM Fax :6514638-1412 PLAN N INGDESIGN@ E MAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallame and Parallame are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 SCREEN PORCH FOUND TJ43@amMA)8.02Sw1,1'; 70�,S01 31/2" x 11 1/472.0E ParallamOD PSL, CCA-SL 2(19% < MC < 28°x) User.2 &12W W21:,3 AM Paget eV1r*ven1cn:1.21 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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING 8 DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :6514KO-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallamf and Parallame are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 BSMT REC RM WDW T &02 So"70027�,001 2 Pcs of 1 3/4!' x 91/2" 2.0E Parallaim®PSL User.2 SM2102 9.15:45 AM Pepe1 ftineVemion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED oe BI" s Product Disgrsm its Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: - Type Class Lire Dead Location Application Comment . + Uniform(pIf) Fl000ll.00) 256.0 96.0 0 To R Adds To Point(Ibs) Floor(1.00) 0 4319 1'9" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Llve/Dead/Uplifflrotal 1 Wood column 5.25" 5.25" 592/2722/0/3314 L5 None 2 Wood column 5.25" 5.25" 592/2082/0/2674 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(be) 3184 2573 5786 Passed(44%) U.and Span 1 under Dead loading Moment(Ft-Lbs) 4145 3733 11751 Passed(32%) MID Span 1 under Dead loading Live load Deft(in) 0.003 0.112 Passed(L1999+) MID Span 1 under Floor loading Total Load Defl(in) 0.026 0.169 Passed(L1999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"old unless detailed otherwise. Proper ettacand 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 stung 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. -Nat 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 Building Code UBC analyzing the TJ Distribution product listed above. -Nate:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. M2198 BSMT REC RM WDW .�4r' ~a TJ-Bsam(TM)8.025� � 1� 2 PCs of 13/4"' x 11718'* 2.0E Parallalm®PSL User.2 8/12/02 8:1258 AM Papel Engine Vmsion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED d 14r 6" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 120.0 45.0 0 To 7 6" Adds To Uniform(plf) Floor(1.00) 200.0 75.0 2 6"To 14'6" Adds To Point(Ibs) Floor(1.00) 0 1054 V IV - Pointpbs) Floor(1.00) 0 6099 2 6" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Wood column 5.25" 5.25" 1554/6778/0/8332 L5 None 2 Wood column 5.25" 5.25" 1726/1793/0/3519 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detal(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear abs) 8259 7999 8035 Passed(100%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 16974 16974 19902 Passed(85%) MID Span 1 under Floor loading Live Load Deft(n) 0.217 0.463 Passed(Lf769) MID Span 1 under Floor loading Total Load Deft(in) 0.635 0.694 Passed(L262) MID Span 1 under Floor loading -Defection Criteria:STANDARD(LL:L/360,TL:L/240). -Brecing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning or 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 bads,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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone 65146364889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. 0 4W / 0 202198 BSMT BED 5 WDW N� 6M„T,anc� &M 7 , 2 PCs of 13/4” x 91/2" 2.0E ParallarrO PSL Uaee 2 6H2=91.01k-23 AM Pagel SVine Venkn:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2 o � � Product DisWam is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead Vertical Loads: - Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 400.0 150.0 O To 9' Adds To (1) Point(lbs) Fbor(1.00) 0 3282 3" - -(1)Analysis assumes loads are passed through to support: Sufficient strength fun depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting pant bads are included in the reported SUPPORT(S) raictlons. 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 Vertical Reactions(Ibs) Detail Other Width Length Llvdtkad/tlplif notal 1 Wood column 5.25" 5.25" 1980/4071/016051 L5 None 2 Wood column 5.25" 5.25" 1980/789/0/2769 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shea(Ibs) 2577 -2013 6428 Passed(31%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5395 5395 13057 Passed(41%) MID Span 1 under Floor baling Live Load Defl(in) 0.111 0.279 Passed(LI907) MID Span 1 under Floor loading Total Load Dell(n) 0.155 0.419 Passed(1-1649) MID Span 1 under Floor baling -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Braang(Lu):Al compression edges(top and bottom)must be braced at 7 8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651463S-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. `/j� Reqt202198 BSMT BED 5 WDW Tiaeom�hmi&02SwialNum�7002 Wi 2 Pcs of 1 31V x 91/2" 2.0E ParallamOD PSL Usw.2 &M2002W.0&-25 AM Papel BVinevemion:1.21 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 Tris 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. -A lovable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514336451M Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright® 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 4 r' ~A!K M2198 BSMT WET BAR uMm OT &02_%rMMMe3 PCs of 13/4" x 91/2" 2.0E ParallamQD PSL U,ac 2 en2M 90216 AM P.1 Fminevwaiw1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN —CONTROLS FOR THE APPLICATION AND LOADS LISTED �a•Z•• - Produet Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11' Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location ApplicaWn Comment . f Uniform(plf) Fbor(1.00) 680.0 255.0 0 TO S 6" Adds TO Unifwn(ptt) Fbor(1.00) 520.0 195.0 5 6'To 1(7 7 Adds To Poirt(ibs) Floor(1.00) 0 3434 5 6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Llve/Dend/Up11R/Total 1 Wood column 5.25' 5.25' 35011295910/6460 L5 None 2 Wood column 5.25" 5.25' 3072/3098/0/6171 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 6146 5224 9643 Passed(54%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 18352 18352 19585 Passed(94%) MID Span 1 under Floor loading Live Load Defl(in) 0.179 0.318 Passed(L/639) MID Span 1 under Floor loading , Total Load Defl(in) 0.409 0.477 Passed(Lr280) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"ofc 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. j 202198 BSMT BILLIARD POINT LOAD el� � - TJaeam(TM)8.02 sem; `�700001601 3 PCs of 1 3/4" x 117/8" 2.0E Parallam® PSL User:2 8/1202 8:57.33 AM Papel SVinevemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED Product ftWwn is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' Primary Load Group-Resider>tial-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . + Uniform(plf) Floor(1.00) 64.0 24.0 0 To 19'6" Adds To Point(lbs) Floor(1.00) 0 3428 1(Y 6" - SUPPORTS: Input Bearing Vertical Reactions Obs) Detail Other Width Length Live/Dead/UplMrotal 1 Wood column 5.25" 5.25" 101412148/0/3162 L5 None 2 Micxollam LVL beam 5.25" 5.25" 1014/2420/013434 A1:Blocking 1 Ply 1 3/4"2.0E Paralla V PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -3384 -3202 12053 Passed(27%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 23264 23264 29854 Passed(78%) MID Span 1 under Floor loading Live Load Dell(in) 0.211 0.472 Passed(L1999+) MID Span 1 under Floor Wading Total Load Defl(in) 0.919 0.944 Passed(L246) MID Span 1 under Floor loading , -Deflection Criteria:STANDARD(LL•U480,TL1240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"ok 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 warrents 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638.1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallame and Microllam9 are registered trademarks of Trus Joist. 4n., �j A 202198 BSMT MECHISTOR T ,eo2S*dml o�, 3 PCs of 13/4" x 91/2" 2.0E Parallam® PSL User. W 2 BH2 &38:37 AM page 6gieeVersion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED tl7reraM Dimensiorc IF•' r--s r- i'A Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(pal):40.0 Live at 100%duration,15.0 Dead Vertical Laads: - Type Class Live Dead Location Applicatlon Comrnent Unfform(pIQ Fkror(1.00) 140.0 53.0 0 To 17 8" Adds To Unitorm(pif) Floor(1.00) 220.0 233.0 0 To 7 9" Adds To UW"m(plf) Floor(1.00) 320.0 270.0 6 9"To 6'9" Adds To Unfform(plf) Floor(1.00) 560.0 360.0 T 3"To 17 8" Adds To Uniform(plf) Roof(1.25) 580.0 338.0 T 3"To 17 8" Adds To Point(lbs) Floor(1.00) 0 655 7 9" - Pointobs) Floor(1.00) 0 655 6 9" - Point(lbs) Floor(1.00) 0 8235 V 9" - Point(lbs) Roof(125) 0 8166 T 3" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Llve/Dead/upli lTotel 1 Wood column 5.25" 5.25" 1008/74/-426/1082 L5 None 2 Wood column 5.25" 6.48" 5277/20284/0/25510 L5 None 3 Pocket in masonry well 3.50" 3.50" 3734/3104/0/6838 L4 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L4 -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 Obs) 21528 -4561 12053 Passed(38%) Rt.end Span 2 under Roof ALTERNATE span loading Moment(Ft-Lbs) -10725 -9436 19585 Passed(48%) MID Span 2 under Floor loading Live Load Defl(in) 0.049 0.206 Passed(L1999+) MID Span 2 under Roof ALTERNATE span loading Trial Load Defl(in) 0.113 0.308 Passed(U553) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed owe. Proper attachment and positioning of lateral tracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-6366889 Fax :6514638.1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Tru3 Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. /�.0 202198 BSMT MECH/STOR slll�� "�"'�,'""' T,_.eeam�4&02�;N ,�,eM 3 Pcs of 1 3/4" x 91/2" 2.0E Parallam@ PSL Uaer2 anaoz&M-39Ar Papel BVineVeesion:1.21 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 stung of its products by this software will be accornplished 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 rnethodology was used for Building Code UBC analyzing the TJ Distribution product fisted above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6614M6.6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by True Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. M2198 BSMT LINEN T,YB�m(ThQMSerialNurn7aMMOM 2 PCs of 1 3/4" x 91/2" 2.0E ParallaffM PSL users &1=11:21k.06 AM Papel Ergine version:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2 a 6. ' Product DiaWwn Is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead Vertical Load: Type Class Live Dead Location Application Comment Untform(plf) Floor(1.00) 650.0 394.0 0 To 3 Add To Uniform(plf) Floor(1.00) 650.0 244.0 0 To 6' Adds To Point(lbs) Floor(1.00) 0 4137 3 - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Up[Wrotal 1 Wood column 5.25" 5.25' 3583/379410/7377 L5 None 2 Wood column 5.25" 5.25" 250713141/015648 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 6751 4915 6428 Passed(76%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 10909 10909 13057 Passed(84%) MID Span 1 under Floor loading Live Load Dell(n) 0.051 0.179 Passed(L1999+) MID Span 1 under Floor loading Total Load Defl(in) 0.139 0.269 Passed(U462) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:LGW,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"do unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented a 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 cod accepted design values. The specific product application,input design bads,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 medvxkgogy was used for Building Cod UBC analyzing the TJ Distribution product fisted above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514536-6889 Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business - ParallamS is a registered trademark of Trus Joist. 41 / 202198 REAR W.I.C. T,�n,c"e.02SerWNurn.70a�180 2 PCs of 13/4" x 91/2" 2.0E ParallamiSi PSL users en34n2&x,:45 pan Papel SVine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN —CONTROLS FOR THE APPLICATION AND LOADS LISTED 6„ Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plt) Floor(1.00) 64.0 24.0 0 To S 6" Adds To Point(lbs) Floor(1.00) 0 6754 l'9' - SUPPORTS: Input Bearing Vertical Reactions Obs) Detail Other Width Length Llve/Dead/Uplif(Total 1 Wood column 5.25" 5.25' 286/489810/5184 L5 None 2 Wood column 5.25' 5.25' 286/2127/012413 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 5136 4838 5786 Passed(84%) U.end Span 1 under Dead loading Moment(Ft-Lbs) 7225 6968 11751 Passed(59%) MID Span 1 under Dead loading Live Load Defl(in) 0.004 0.122 Passed(L1999+) MID Span 1 under Floor loading Total Load Deft(in) 0.067 0.244 Passed(L/868) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 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. /lbwable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651406-6889 Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business ParallamE is a registered trademark of Trus Joist. 202198 REAR ENTRY T.LBea c"U12 say,;Nwn .7, ,m 2 Pcs of 1314!1 x 11718** 2.0E Parallam® PSL Use.2 en M 4:1218 PM PW1 Swinevemion:121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 'o 1o,6„ Product Dingrai n is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unikxm(plf) Floor(1.00) 370.0 139.0 0 To 10'6" Adds To Uniform(plf) Roof(125) 60.0 23.0 0 To 10'6' Adds To Unifbrm(pIf) Roof(1.25) 370.0 259.0 0 To 10'6' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length LWDead1UpIWrotal Depth 1 Microllam LVL beam 3.50" Hanger 440112352/0/6754 1 14.00" WA HI:Top Mount Hanger None 2 Wood column 5.25' 5.25" 441912362/016781 WA WA N/A L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,L5 HANGERS:Simpson Strona-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger GLTV3.511 0/12 0 WA No 0 WA -Nailing for Support 1: Face:6-16d,Top 4-16d,Member.6-16d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 6378 5102 10044 Passed(51%) U.end Span 1 under Roof loading Moment(Ft-Lbs) 15778 15778 24878 Passed(63%) MID Span 1 under Roof loading Live Load Deft(in) 0.214 0.247 Passed(L1555) MID Span 1 under Roof loading Total Load Defl(in) 0.328 0.495 Passed(L062) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/480JI-1240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651 436-6889 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright C 2001 by Trus Joist, a Weyerhaeuser Business Yarallam®and Hicrollam* are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. M2198 REAR ENTRY T rwial�, 2 Pcs of 1314!* x 11 718" 2.0E Parallam(ID PSL Umr 2 6n11W 4AZ20 PM Page2 SVi.v«sion:1z1 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 Building Code UBC analyzing the TJ Distn'bution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636.6889 Fax :6514338-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®and Microllam®are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. "r4 W7 ` 202198 DINING WDW T, ,r"6.02se"N,„ 7 G01 3 PCs of 1 3/4" x 91/2" 2.0E ParallamlD PSL USW.2 en 1102 3:55:09 PM Pap SVine Versim 1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED Overal Danenawrc T i" ® 3 Product Darpram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-RSI-Living Arcs(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . r Point(lbs) Floor(1.00). 0 19676 4'1' - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Live/Dead/UplilttlTotal 1 Wood column 5.25' 5.25" 731-7711-784/-784 L5 None 2 Wood column 5.25" 5.25" 17211953910/19711 L5 None 3 Wood column 5.25" 5.25" 7311137/0/1210 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shaer(lbs) 18739 -1100 8678 Passed(13%) Rt.end Span 2 under Dead loading Moment(Ft-Lbs) 3353 3353 17627 Passed(19%) MID Span 2 under Dead loading Live Load Dell(in) 0.000 0.115 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(n) 0.011 0.172 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL•LGW,TLL240). Bradng(Lu):All compression edges(top and bottom)must be braced at 7 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 analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analyse 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 bads,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"fable. 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 Building Cade UBC analyzing the TJ Distribution product listed above. -Nobe:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :6511408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. M2198 FOYER WDW U-Bee �nAM02Se " .�7o'oZoo,� 60 tn3 Pcs of 1 3/4" x 91/2" 2.0E Parallam® PSL User.2 sn 1A2 3:50:29 PM PW1 ftineVemiw:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2 Produd DhWam is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . r Point(lbs) Floor(1.00). 0 10958 1'6" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length LIve(Dead/uplM ITotai 1 Wood column 5.25" 5.25" 80/7140/0/7220 L5 None 2 Wood column 3.50" 3.5(" 74/3936/0/4010 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 7197 7102 8678 Passed(82%) Lt.and Span 1 under Dead loading Moment(Ft-Lbs) 8497 8446 17627 Passed(48%) MID Span 1 under Dead loading Live Load Def!(m) 0.000 0.112 Passed(L1999+) MID Span 1 under Floor loading Total Load Deft(in) 0.034 0.168 Passed(L1999+) MID Span 1 under Floor loading -Demotion Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 it 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 bads,and stated dimensions have been provided by the software user. This output has riot 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514M6.6889 Fax :6514538-1412 PLANNINGDESIGN@ EMAI L.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. .�� OLLUir. 202198 FOYER/DINING T,�,,,�amSe",�,m7M0, 2 PCs of 1 3/4" x 91/2" 2.0E Parallam® PSL U,ac2 8M1=a1Qs7PM Pa"I Engine Version:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN —CONTROLS FOR THE APPLICATION AND LOADS LISTED s qtr - Product Dieprarn is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Loca w Application Comment Unifonn(plf) Floor(1.00) 530.0 199.0 0 To&3' Adds To Uniform(pit) Fbor(1.00) 290.0 109.0 8'3"To 10' Adds To Point(lbs) Floor(1.00) 0 1594 &6' - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Upllti/Totai 1 Wood column 5.25' 5.25" 2824/1314/0/4137 L5 None 2 Wood column 5.2T 5.25" 24561236610/4823 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) -4678 -4252 6428 Passed(66%) Rt.end Span 1 under Floor boding Moment(Ft-Lbs) 9521 9521 13057 Passed(73%) MID Span 1 under Floor loading Live Load Deft(in) 0.215 0.313 Passed(1-524) MID Span 1 under Floor badmg Total Load Dell(in) 0.338 0.469 Passed(Lr333) MID Span 1 under Floor boding -Deflection Criteria:STANDARD(LL:Lr",TLLt240). -Bracing(Lu):AB compression edges(top and bottom)must be braced at 7 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 bads,and stated dimensions have been provided by the software user. This output has rat 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply oonnedion. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514366889 Fax :6514338-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. 'r�4?�� 202198 FOYER T.LBe-1<M)&M s1 W Nu.70020016M 2 PCs of 1 314!' x 91/2" 2.0E Paral lam® PSL User.2 611102&'37:02 PM Peye1 EVineVenbn:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2 0 1r 9.. L Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . + Untform(plf) Floor(1.00) 64.0 24.0 0 To 13 9" Adds To (1) Point(ibs) Roof(1275) 0 9058 3" - Point(Ibs) Floor(1.00) 0 1284 V - -(1)Analysis assumes toads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) reeotions. 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 Vertical Reactions pbs) Detail Other Width Length LlvdDead/UpliR/Total 1 Wood column 5.25' 5.25" 723110135/0/10857 L1:Blocking Custom Blocking 2 Mkrollam LVL beam 3.50" 3.5(" 707188610/1594 Al:Blocking 1 Ply 13/4"2.0E ParallarnS PSL -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L1:BloddngAl:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1751 1611 6428 Passed(25%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 7481 7481 13057 Passed(57%) MID Span 1 under Floor loading Live Load Deli(in) 0.153 0.3332 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.449 0.664 Passed(L/.355) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Braing(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: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651 X364MM Fax :6514538-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 and Microllam®are registered trademarks of Trus Joist. 202198 FOYER Tja_ffMSwi-1N= rn,, .70700MMI 2 Pcs of 1 3/4! x 91/2" 2.0E Parallam®PSL Uaar.2 &11102&-37:09 PM Pap evinevmaiore1.2.1 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636.6889 Fax :6514638-1412 PLANNI NGDESIGN@EMAI L.MSN.COM Copyright a 2001 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllam®are registered trademarks of Trus Joist. 0r4 202198 PORCH FRONT Tja_ff(r"&02 "N,„ M=sa MeM 3 PCs of 1 3/4" x 16" 2.0E ParallamOD PSL User-2 en1As a35:1e au PvQe1 eVinavemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED F-4 4 0 Product Dingram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: - Type Class Live Dead Location Application Comment Unifam(plf) Floor(1.00) 64.0 24.0 0 To 20'6" Adds To Point(los) Fbor(1.00) 0 4837 3 3" - Pointpbs) Roor(1.00) 0 3545 1T 3" - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Llve/Dead/Uplift/Totel 1 Wood column 525" 5.25" 1066/5315/016381 L5 None 2 Wood column 5.25" 5.25" 1066/4405/0/5471 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: . Maximum Design Control Control Location Shear pbs) 6328 6081 16240 Passed(37%) Lt.and Span 1 under Floor loading Moment(Ft-Lbs) 20775 20775 52432 Passed(40%) MID Span 1 under Floor loading Live Load Deft(in) 0.109 0.497 Passed(L/999+) MID Span 1 under Floor loading Total Load Deft(in) 0.479 0.994 Passed(U498) MID Span 1 under Floor boding -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bractng(Lu):All compression edges(top and bottom)must be braced at 2'8"o%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 speck product application,input design bads,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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651453648W Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. #0 nL atX 202196 PORCH RIGHT A� T,8*mnXT ,e.02ssW�70�,am 3 Pcs of 1 314" x 16" 2.0E ParallarrtlD PSL User.2 en1M2 a27A7 au PWI BVinevemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ow roll Dimen nom 2r r' F_ D ;® 76'V E - g•6" ' product Diol rwn Is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unftm(plf) Roof(1.25) 110.0 41.0 0 To 25'9" Adds To Unifonn(plt) Fkxx(1.00) 140.0 53.0 0 To 156' Adds To Uniform(pit) Roof(125) 400.0 370.0 0 To 156" Adds To Uniform(plf) Floor(1.00) 290.0 109.0 15 5'To 25 9" Adds To Unftm(plf) Roof(1.25) 290.0 229.0 15 6"To 25 9" Adds To SUPPORTS: Input Bearing Vertical Reactions Obs) Ply Depth Nailing Detail Other Width Length Lhre/Dead/UpiiRITotal Depth 1 Wood column 5.25" 5.25' 4791/3444/018235 WA WA WA L5 None 2 Mkxdlam LVL beam 5.25" 5.25' 1168417992/0/19676 WA WA WA B3 None 3 Microllam LVL beam 5.25" Hanger Z7581787/0/3545 1 16.0(" WA H1:Top Mount Hanger Non -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,B3,H1:Top Mount Hanger HANGERS:Simpson Strom Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Onset Slope Species ' 3 Top Mount Hanger HB5.5Q/16 0112 0 N/A No 0 WA -Nailing for Support 3: Face:4-16d,Top 4-16d,Member:4-104 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) -11311 -9456 20300 Passed(47%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) -28474 -28474 65540 Passed(43%) MID Span 2 under Roof boding Live Load Deft(n) 0.189 0.398 Passed(LI999+) MID Span 1 under Roof ALTERNATE span boding Total Load Deli(n) 0.319 0.797 Passed(L1599) MID Span 1 under Roof ALTERNATE span boding -Deflection Criteria:STANDARD(LL'U480,TL:L240). -Bracing(Lu):All compression edges(tap and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The bad conditions considered in this design analysis include alternate member pattem loading. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :651-638-1412 PLANNINGDESIGN@ EMAI L.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®and Microllam®are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark ofSimpsonStrong-Tie Company, Inc. M2198 PORCH RIGHT TJamff 6* Nu 02Swial "m '00MMM 3 Pcs of 13/4 x 16" 2.0E Parallalr @ PSL User..2 (IMM23:27:50PM �2 Engine Versiar1.11 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 load,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Nat 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam® and Hicrollam@ are registered trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. j 0*62 202198 PORCH LEFT Tiamarnm&02SwW'N��7�,OM 2 PCs of 13/4!* x 16" 2.0E ParallamQD PSL Uaar 2 enlaz 3:saze PM Page ftine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED OrefaS Numitsiorc IC ® 0 ii 4 3- E i r 9" ' Product Dram is Conceptual. LOADS: Analysis is for a Header(Fkish Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Lands: Type Class Live Dead Locatbn Application Comment Uniform(pit) Roof(1.25) 110.0 41.0 0 To 14' Adds To Uniform(plf) Floor(1.00) 280.0 109.0 0 To 14' Adds To Uniform(ptf) Roof(1.25) 290.0 229.0 0 To 14' Adds To SUPPORTS: Input Bearing Vertical Reactions pbs) Ply Depth Nailing Detall Other Width Length Live/Dead/UplMrotal Depth 1 Microllarn LVL beam 5.25" Hanger 1206/77/-%2/1284 1 14.00" WA H1:Top Mount Hanger None 2 Microlam LVL beam 5.25" 5.25" 7009/395110/10959 WA WA WA B3 None 3 Micro lam LVL beam 5.25" Hanger 3104/1733/014837 1 16.00" WA H1:Top Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,B3 HANGERS:Simpson Strong Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger GLTV3.516 0(12 0 WA No 0 N/A 3 Top Mount Hanger WPU3.56/16 0(12 0 WA No 0 WA -Nailing for Support 1: Face:6-16d,Top 4-16d,Member.6-16d -Nailing for Support 3: Face:4-16d,Top 3-16d,Member.6-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear pbs) 6323 4551 13533 Passed(34%) U.end Span 2 under Roof loading Moment(Ft-Lbs) -9382 -9382 43693 Passed(21%) MID Span 1 under Roof loading Live Load Dell(in) 0.040 0.233 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading Total Load Dell(n) 0.062 0.466 Passed(0999+) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Uplift exceeds 1000 los for unbalanced bad. -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o/c unless detailed dherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The bad conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651436-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 and Microllam*are registered trademarks of Trus Joist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202198 PORCH LEFT T.Aamm(rm&M Sia;N,a�, ,OM 2 Pcs of 1 3/4" x 16" 2.0E ParallamV PSL Usec 2 &PIU 2 820:28 PM Papel BVineVersion:1.2.1 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 sing of is 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 bads,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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. r _ PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514n6-6889 Fax :6514KZ-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 and Microllam0 are registered trademarks of Trus Joist. Simpson Strong-TieO Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. . 4 rh gnm 202198 GAR ROOF T,�MMA)e.o2Sof;,�n7 , 3 PCs of 13/4" x 16" 2.0E Parallam@ PSL Wer:2 OM IM2 253:55 PM Pop 1 ftinevesion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN —CONTROLS FOR THE APPLICATION AND LOADS LISTED Mende Slope:•M2 Roof SlopeM2 2y.6" , All dlimenislons are horizontal. Product Diagram is Concepwal. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1:25) 130.0 49.0 0 To 29'6' Adds To SUPPORTS: Input Bearing Vertical Reactions abs) Detail Other Width Length LWaMead/UplMrotal 1 Wood column 5.25" 5.25" 2508/1331/0/3839 L5 None 2 Wood column 5.25" 5.25" 2508/1331/0/3839 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear abs) 3757 -3378 20300 Passed(17%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 27122 27122 65540 Passed(41%) MID Span 1 under Roof loading Live Load Defl(un) 0.766 0.962 Passed(U452) MID Span 1 under Roof loading Total Load Deft(i n) 1.173 1.444 Passed(U295) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:Lr360,TL:L240). -Bracing(Lu):AN 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 stung 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for mufiiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by True Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. e�4a 202198 GAR DR T.LBemcm 8.02�,;��,�,OM 3 PCs of 13/41' x 14" 2.0E ParallarTO PSL User 2 en vol zsa09 PM Pne1 rrgieeVersion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope.8112 Roof SlopeW12 F_ 0 7T r AN dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-Roof(pef):40.0 Live at 125%duration,15.0 Dead Vertical Loads: — Type Class Live Dead Location Application Comment Un!form(plf) Roof(1.25) 540.0 203.0 0 To 1 T Adds To SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Llve/Den"pilWotal 1 Wood column 5.25" 5.25' 4930/2048/0/6978 L5 None 2 Wood oolu n 5.25" 5.25" 4930/2048/0/6978 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 6722 -5661 17763 Passed(32%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 27517 27517 50928 Passed(54%) MID Span 1 under Roof loading Live Load Dell(in) 0.421 0.546 Passed(U466) MID Span 1 under Roof loading Total Load Defl(in) 0.596 0.819 Passed(L/330) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:IJGW,TL:L240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"ok 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 Tna:Joist(TJ). TJ warrants the suing 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 medxxk ogy was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply conn. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514Z6-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAI L.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. M2198 GAR DR T,fies"I M&MSeri.;�7�,OM 2 PCs of 1 31V x 91/2" 2AE ParallamOD PSL User.2 8111102 248:17 PM pe Pal Engine Vengon:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED Member SkW..I R2 Root SlopcM2 F77 R]a All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Lire Dead Location Application Comment Uniform(plf) Roof(1.25) 540.0 203.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpiiftlTotal 1 Wood column 5.25" 5.25' 290011142/0/4042 L5 None 2 Wood column 5.25" 5.25" 2900/1142/0/4042 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3769 -3048 8035 Passed(38%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 8881 8881 16321 Passed(54%) MID Span 1 under Roof loading Live Load Dell(in) 0.224 0.313 Passed(U503) MID Span 1 under Roof loading Total Load Dell(in) 0.312 0.469 Passed(Lt361) MID Span 1 under Roof loading -Detlection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o%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: -IMPORTANTI 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. -Nat all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Strees Design methodology was used for Building Code UBC analyzing the TJ Distribution product[Wed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651 4Ki8-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. M2198 LAUND WDW TJ-139=rM)= ��,mmmem 2 PCs of 13/4" x 91/2" 2.0E Parallax! S PSL User.2 GM 112 245:57 PM Papi ENinevmsionA.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN —CONTROLS FOR THE APPLICATION AND LOADS LISTED r g^ ' Produet Wagrfam is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Applicatbn Comment Unifwn(pif) Floor(1.00) 360.0 135.0 0 To 5 6" Adds To Unftm(plf) Roof(125) 420.0 278.0 2'To 5 6" Adds To Pointpbs) Roof(1.25) 0 2535 7 - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detall Other Width Length LlwfDead/UpWrotal 1 Wood column 5.25" 5.25" 153812388/0/3926 L5 None 2 Wood column 5.25" 5.25" 2132/2002/0/4134 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Sheer(Ibs) 3751 2799 6428 Passed(44%) U.end Span 1 under Floor loading Moment(Ft-Lbs) 5561 4793 13057 Passed(37%) MID Span 1 under Floor bating Live Load Defl(n) 0.025 0.162 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(n) 0.064 0.244 Passed(LI908) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(L1-:U360JI-1240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 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 Tars 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 loeds,and stab--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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514636-6889 Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. j 202198 BRKFT WDW .�� Re- T &02_S"WN„�,00zao,�, 2 Pcs of 1 3/4!' x 11 7/8" 2.0E ParallamQD PSL User.2 eH IM 24255 PM Pop Erone vesian:1.2, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -CONTROLS FOR THE APPLICATION AND LOADS LISTED n r-� Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . + Uniform(plf) Floor(1.00) 560.0 210.0 0 To 4'6" Adds To Uniform(ptf) Floor(1.00) 520.0 195.0 4'6"To T 6" Adds To Uniform(pif) Roof(1.25) 580.0 338.0 4'3'To 5 Adds To Point(In) Roof(125) 0 4427 4'3' - Point(Ibs) Roof(1.25) 0 2907 5 - SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Live/Dead/UplMrotal 1 Wood column 5.25" 5.25" 2391/3796/016187 L5 None 2 Wood column 5.25" 5.25' 2424/5532/0/7956 L5 Noes -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -7711 -6565 8035 Passed(82%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 16833 16194 19902 Passed(81%) MID Span 1 under Floor loading Live Load Deli(in) 0.046 0.229 Passed(L1999+) MID Span 1 under Roof loeding Total Load Defl(in) 0.173 0.344 Passed(U476) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:LGW,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 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. -Nat 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514M64989 Fax :651408-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright m 2001 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. • ' 202198 GRT RM WDW TJ48Wm(T14&a2�;��7�1GM 2 PCs of 13/4" x 117/8" 2.0E ParallamOD PSL User.2 BM IM 281:01 PM Papel Ewinev x:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagrarn is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment - + Tapered(pit) Floor(1.00) 400.0 To 440.0 150.0 To 165.0 0 To 7 Adds To Unilbrm(plt) Floor(1.00) 440.0 165.0 7 To 10'!F Adds To Tapered(pit) Floor(1.00) 440.0 To 400.0 165.0 To 150.0 1(7 9"To 13' Adds To SUPPORTS: Input Bearing Vertical Reactions nbs) Detail Other Width Length Live/Dead/UpliRRotal 1 Wood column 5.25" 5.25" 3080/1239/014319 L5 None 2 Wood column 5.25" 5.25" 307511238/0/4313 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 4124 3409 8035 Passed(42%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 12857 12857 19902 Passed(65%) MID Span 1 under Floor loading Live Load Dell(in) 0.284 0.412 Passed(L523) MID Span 1 under Floor loading Total Load Defl(in) 0.398 0.619 Passed(L/373) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:LGW,TL:U240). -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 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 saflware 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514064MM Fax :6514ZS-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. • 2021 J 96 F/PLACE .I�4r / T.LBSm(rM)6.02 ';�7 ,eO, 3 PCs of 13/4" x 117/8" 2.0E Parallam® PSL User.2 6n1102225:90 PM Paoe1 &Vinevemian:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Di@gam is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment . + UnhWm(plf) Roof(1.25) 80.0 30.0 0 To 13' Adds To Unftm(pif) Roof(1.25) 460.0 293.0 0 To 96" Adds To Uniform(plf) Roof(1.25) 460.0 293.0 173"To 13' Adds To Point(In) Roof(1.25) 0 1054 9 6" - Point(Ibs) Roof(1.25) 0 1054 17 3" - (1) Point() Roof(125) 0 9058 179" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point keds are included in the reported SUPPORT(S) reactions. These are the reactions associated with the highest coefficient of duration and may riot be the most CRITICAL lose when designing the supporting member below. SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 358512514/0/6099 L5 None 2 Wood column 5.25" 5.25" 2690/12493/0/15183 L1:Bkx*jng Custom Bkx:king , -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5,L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -5832 4761 15066 Passed(32%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 17979 17979 37317 Passed(48%) MID Span 1 under Roof loading Live Load Defi(in) 0.203 0.412 Passed(U733) MID Span 1 under Roof loading Total Load Deft(in) 0.370 0.619 Passed(U401) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracng(Lu):All compression edges(top and bottom)must be braced at 7 S"ok unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-63646889 Fax :6514338-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. M2198 FIPLACE TJaeam(TM)g.02SwialNu_m6er7002MM 3 Pcs of 1314!* x 117/8" 2.0E ParallarrM PSL aeon:2 en voz 225:32 PM Papel eVinevemion:l.z1 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 acoomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design bads,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 rnedxxWogy was used for Building Code UBC analyzing the TJ Distribution product listed above. -Nate:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :6514M8-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Yarallam0 is a registered trademark of Trus Joist. ro ~A 202198 STUDY WDW T e.ozSe"w,� 70MMOM 2 Pcs of 13/4" x 91/2" 2.0E ParallamlD PSL User.2 6M1/0 ZW.0O PM Pwe1 Evine Vemim 1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F__ __1 KI 0 1e•r ' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unifonn(plf) Floor(1.00) 400.0 150.0 0 To 10'8" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Llve/Dead/UpflWotal 1 Wood column 5.25" 5.25" 2347/935/0/3282 L5 None 2 Wood column 5.25" 5.25" 2347/935/0/3282 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 3090 -2526 6428 Passed(39%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7757 7757 13057 Passed(59%) MID Span 1 under Floor loading Live Load Deft(n) 0.220 0.335 Passed(Lf547) MID Span 1 under Floor loading Total Load Defl(in) 0.308 0.502 Passed(L/391) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:LR40). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"ofc 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 riot 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:65146364889 Fax :6514638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallamb is a registered trademark of Trus Joist. •� r~ W2198 MAST W.I.0 T,,.�„om&Mso"N 700,6M 2 Pcs of 1 3/4" x 91/2" 2.0E ParallamilD PSL User.2 WIM211:24:01 PM Pagel Engine Vwsion:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 hoot SlopeM2 0 A8 dlr ensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unftm(pif) Roof(l.25) 80.0 30.0 0 To 9" Adds To Uniform(plf) Roof(1.25) 580.0 218.0 9"To 9,C Adds To Pointabs) Roof(1.25) 0 8075 9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Wood column 5.25" 5.25" 252418666/0/11190 L5 None 2 Wood column 5.25" 5.25" 2888/1539/014427 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear abs) 11135 -3366 8035 Passed(42%) Rt.and Span 1 under Roof leading Moment(Ft-Lbs) 10010 10010 16321 Passed(61%) MID Span 1 under Roof loading Live Load Defl(in) 0.180 0.290 Passed(U581) MID Span 1 under Roof loading Total Load Defl(in) 0.315 0.435 Passed(L/332) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:LGW,TL:L240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 7 8"o(c unless detailed otherwise. Proper attachment and positioning or 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 bads,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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:65143364M Fax :6514338-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. •� 0 � 202198 MAST BATH WDW T.LB"mMA)e.025eW�� ,8; 2 Pcs of 13/4" x 91/2" 2.0E Parallafm® PSL User:2 en ineVe,on:1. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Papa, Erlylnevalsial:,.2., CONTROLS FOR THE APPLICATION AND LOADS LISTED Liendw Sflope.0112 Roof Slopet1112 O r`'" ' All d limensions are horizonb L Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Gawp-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Lt" Dead Location Application Comment Uniform(pif) Roof(1.25) 580.0 218.0 0 To 7 6' Adds To Uniform(plf) Roof(125) 430.0 161.0 26'To T G' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Llve/Dead/Upllf iTotal 1 Wood column 5.25" 5.25' 2085/822/0/2907 L5 None 2 Wood column 5.25' 5.25" 1815/719/0/2533 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear Obs) 2637 1846 8035 Passed(23%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 4130 4130 16321 Passed(25%) MID Span 1 under Roof loading Live Load Deft(in) 0.061 0.229 Passed(L1999+) MID Span 1 under Roof loading Total Load Dell(n) 0.085 0.344 Passed(L/971) MID Span 1 under Roof loading , -Deflection Criteria:STANDARD(LL:Lld60,TL:LR40). -Brddrig(Lu):All compression edges(top and bottom)must be braced at 2'8e 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:6514336-6889 Fax :6514638-1412 PLANNfNGDESIGN@EMAIL.MSN.COM Copyright a 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. CITY NO CALLED DATE TIME INSPECTION N TICE SCHEDULED ' PERMIT NO. I COMPL'ET^^ED�� ADDRESS O W t I I Ou-) -L-XZ- OWNER XZ-- OWNER CONTR. TELEPHONE NO. -' DESCRIPTION n E'J, W 01 FOOTING 11 MECHANICAL RI _ .. 8 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNEFVFIREPLACE 34 TREE REMOVAL Z 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTORTO EETYOU: ES_NO COMMENTS: W a - 0; J O c O V, W cc2 W W rt O d W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspects ours in dvance. (952) 249-4600 Owner/ tractor on i#e: Inspector. 11 01 ite Copy/Inspector's File Ca Copy/Site Notice -7 �D�AT�E TIME CITY OF ORONO CALLED iN INSPECTION NOTICE SCHEDULED -7r x-3 :da PERMIT NO. COMPLETED ADDRESS �1 O ;l Ick. ­6WNER CONTR. TELEPHONE NO. / Cpl,-• ZZ� ' ZZd DESCRIPTION 0S '-f laucd U6Lf 01 FO S O_TING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL / 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO COMMENTS: cc W a O O cc O W W QC VQ 2 W Z W CC O Wcc ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El 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. White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN —� — INSPECTIO TICE SCHEDULED / PERMIT NO :3/2 COMPLETED ADDRESS 7fD U//CDec! 0e. OWNER CONTR._/0/0. M0hV' TELEPHONE NO. 330 —1(1?11 DESCRIPTIONEMIL 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU: YES—NO COMMENTS: CC ,3 Tl /U J r 0 cc W cc Z , i{ W W CC d 1U XORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE oc W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTOTAKEN INSPECTOR WILL RETURN p CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne�inspec 24 hours in advance. (952) 249-4600 Owner1C Inspector. hite Cop y/Inspector's File Can-7- Copy/site Notice IIm CITY OF ORONO WCALL E IN INSPECTION N TICE2 'q SCHEDULED --�0� 10 PERMIT NO. I > 1 COMPLETED ADDRESS X40 i ►�1`� �IOc 1� �(� OWNER CONTR. f�1 i IScsY► ^T— TELEPHONE NO. _�—��� L44 y DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING ILLING Q&RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TOM ET YOU:_YES_N COMMENTS: f S CC a i O cc O W QC Q Z W z W CC d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑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. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED J0-22 2- /""3Usf;A4 PERMIT NO. COMPLETE ADDRESS _7410 lJJl lI :�/�•,,'' )) , � 1 OWNER CONTR. li�/l IS627 /mac gAJ—. TELEPHONE NO. DESCRIPTION 01!QDMNC,, 11 MECHANICAL RI 18 EXCAWGRADING/FILLING QFRAMIN 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL Z 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL v 10 PLUMBIN 36 FOUNDATIOWREMOVAL OWNE ONTRACTOR T MEET YOU: YES_NO y COMMENTS: e: W a J f � O O W W Q Q f 2 W W d tum RK SATISFACTORY PROCEED ❑PROJECT COMPLETE W RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor Tite: Inspector. White CopyMspectoe File Canary Copy/Site Notice CITY OF ORONO—'--- CALLED IN �AT TI�A INSPECTION OTCE SCHEDULED PERMIT N0. ,,COMPLqrED ADDRESS �(U W'i IOI�U' SO OWNER / CONTR. TELEPHONE NO. DESCRIPTIONi '\ w 41 01 FOOTING - 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q,03 IN 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 2 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TOMEET YOU:�YES_NO COMMENTS: CC W C O O cc O 4. W cc Q Z W W CC O UjWORK SATISFACTORY:PROCEED ElPROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (952) 249-4600 Owner/Con tr r ite: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIM CITY OF ORONO �� CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 'En�3 tG? COMPLETED ADDRESS L UL'i , OWNER CONTR. U7 i 1, t`Vl a^n TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02_F99MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INS,U.ILA I 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL V 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 v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU YES_NO v0, COMMENTS: I n W a J O cc O LL W cc Q 2 W Z W cc Qj K SATISFACTORY-PROCEED ❑ PROJECT COMPLETE ac W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑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 nex inspection 24 hours in advance. (952) 249-4600 Owner/Cono si e: Inspector. - White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED PERMIT NO. J�3�g COMPLETE ADDRESS C% OWNER r s7CONTR.A,�✓ TELEPHONE NO. _1��01 0_21�2/ DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS E 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 Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: CC W a j O O W cc Q Z W Z W CC O RKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc LU ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑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 i advance. (952) 249-4600 Own actor on site: Inspector. Re Co 73i File nary Copy/Site Notice ` DATE TIME CITY OF ORONO CALLED IN INSPECTION WMC �b pSCHEDULED i�/(�U� PERMIT NO. 217 771 7 COMPLETED ADDRESS1 OWNER CONTR. G> /l fSc�1L / �Y0,f TELEPHONE NO. c9a f 72 !' 7 DESCRIPTION ✓�� �^�� (2 �� W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 12 WATER HOOK-UP 17 SITE INSPECTION 05FINAL 14 SEWER HOOK-UP 06 PROGRESS EMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W a J O c O W c Q Z W Z W CC d � WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING X PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN /d3 INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (952) 249-4600 Owner/Con r site: Inspector. White Copyllnspector's ile Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED - —D PERMIT NO. PD 6314? COMPLETED ADDRESS �� < < r OWNER CONTR. i 60A TELEPHONE NO.���� 291 --7a(o 7 DESCRIPTION t (,.fvo� 01 FOOTING 11 ME ICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL Z 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 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 FOUNDATIOWREMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc a (� 0 Ak cu QCT ®j< J O a; W °C Q W Z — e ` W W. WORK SATISFACTORY:PROCEED VA ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContracto on ite: Inspector. White Copy/Inspector's File Canary Copy/Site Notice