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2005-P09102 - new structure
� PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p09102 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 10/4/2005 SITE ADDRESS: 4445 North Shore Dr Unit# Mound,MN 55364 PID: 07-117-23-31-0001 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: 5360 Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Well(state)Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 3,121.75 valuation: $ 480,000.00 Plan Review Fee: $ 2,029.14 State Surcharge Fee: $ 240.00 TOTAL FEE: $ 5,390.89 APPLICANT: Rudy Wicklander Homes,Inc. OWNER: James&Margaret Kelly 15440 Potawatomi Street 5240 Nolan Dr. Andover,MN 55304 Minnetonka,MN 55343 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. � ��' / 1� �_.., ' / � � i L Gs✓ `"� ,f� ���i����'<�. . L1�"�--� ,; PPLIC E SI�NATURE ISSUED BY SIGNAi'URE f �y� ,�� ���.�/��� dz��.��. f�� �� . Copies: 1-File(Sig at res Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 . , , �otal�eea � •�,�0 0� Ilategte�eived: �-�3-�� Entered�g�; Peraa�t#: ,�-(��t)Z , CI'I'Y �F �ROl�iO -�IT�,DIleIG PE�'I'.A,�'PI,ICAT�OleT � a� �`� r�ll im��r�aaataon��st�e subnn�tt��in'f�all ibeffore plan re�aew�vili be started. �d� (pd�s�se pri�xt atl'anfa�catlon) 'I'�E APP'LICE11`1'�IS: (carcde oaae) �'bi�N�lt i�lg COloTT'I�CTO Jq�SI'TE AIDD�S�: 7" T 7'S�(�YT�� , : �J�L.a /�� �S3G Wili thi§be a Paradfe of�o�aes,Rea�►odelers Sha�case�oa�ae or ot�e�r Dfspl�y��a�e? ❑'�es �I�� If yes,a specaal event permit is required with Police Departmerat and City Caurrcil approval 60 days prior to the event. Shuttde bus service will be reguired unless applicant derrconstrates sufficient on-site parking fs available. Non permitted events will not be allowed. 1`1All�dE O�OVVlllEgt:� �.JY l II�.J P�OlVE: (hoane) JS 2� 7lJ�c -'aa� IYl h�►e o� N�A�i.IlvC t�DIC�Ess:.� " .c — Y� �- corrr�ac���: ��o�: `1G 3 • �a l— 5/yL COI�1'y"AC'I`�'ET�SOliT: I��IC)��.�+/P C'ir�+ F'i9�X 7C�3- ZZ -�'70�5 ��u.�tG���ss: '�rrY���,��z�: SS3a� �"�"��'E LIC�l�SE: # E�'��TIOl�T I)�T�: � �u� ARCHI�'EC'�"tYE1�IGIl`1EEI8: � � � P 1�1E: ' NiAII, ADDI� : ' .C ZYP: ���l��9' 1lTEiME: REGISTRA'Y'I010T: # 'I'3�FE O�'WO�: New � Addition Accessary Structure Move Home RemodeUAlteration PIBOPt?�EY�WORK(d`eserabe i�a e�et�ilj:./V �� 2� l�/N(L s����o � �.�������A���.���: e �- leTO.O�'BEDI804)1VI�t Gt�RAGE STAI,LS: AT'gA��ED D�TAC�[EI� ES�'�fA�l)�(D�15TR�TCTIOI�V.�I.�JA'�!'IOIV(ezcluc�ing�nd)a $ ��Q���' I hereby apply for a building pernut 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 uugderstand this is not a pernoit and work is not to start without a permit;and that the work will be in accordance with the approved plan. ���.�c���S�����: ,� G������A�E: ��/6 D� 31 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: iryy�' Norr�r! J.�o� D�. PID: DESCRIPTIOv OF WORK: /1/E�/ i?�S ZO�TG REVIEW BY: DATE APPROVED: �/o • y -n S BUILDING REVIEW BY: DATE APPROVED: ,a • �/-o �- . FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW � Yes ✓ No SEWER CONNECTTON STATE SURCHARGE Yes v- No WATERCONNEC'ITON INVESTIGATION FEE Yes No � PARK FEE SAC Yes No �/' SITEINSPECTION Number of SAC�Units ��,f,,,,br,��,yta.� �,.,� OTHER�ecify) �_ � _ �_11�.Q —�K�-- ��0___��.�_!_� ZONIi�tG CHE.CB LIST Zoning District: Fire Department: Post Office: School District: • Lot Area: Sc.ft. l 2�1 S�p o—° Acres , f � Width Depth Survey Submitted: Yes_,C No Date of Survey: 7• 12•o': Proposed Setbacks: � Front(Lake): /'1 v � � Right Side: /0.S Rear(Street): 3d� Left Side: i0•3 Adjacent Struccures: n/ //} Wetland: N�� Building Height: Def. Hgt. 2 Z Peak Hgt. Z � Lot Coveraoe: �Z.'3 Grading: Staff Approval Date: �';���s UN,t�roSa�`'°By:C� Council Approval Date: Septic: Staff Approval Date: N 1� By: Zoning File: #Os�'3��-�1 Resolution: # (�b Resolution Date: ��2S"�U� Shoreland District: vY5 Avg. Setbackr^a.�G Bluff Setback: I.ot Coverage: Existing Proposed Hardcover: 0-75' � 75-250' 2 Y.3 7 250-500' �. 9 500-1000' Hardcover Variance Required: Yes No�[_ Date of Council Approval: REMARKS(in house): � SUII.DING REVIE'4V CHECB LIST �C� �'3 � CONSTRUCTION TYPE: V� " , ' � '• Sq Footage $Per Sq Ftg Basemea4 . . x — � 1st Flaor x = 2nd Floor x = � Gazage x _ R - TOTAL Estimated Construction Value: $��_�p� � Inspecti�ns Req.uired: � `Vork Requiring Separate Permits: ' ' Site- ~ �plumbing Fire Hardcover Removal Mechaaical Water Connection J _Footing Septic _�Sewer Connection � _o�Framing _�Fireplace Lawn Irrigation �Insulation (Masonry) Other Wall Boazd �(lyipg,) �Well (State Permit) . . �' F� Grading/Filling _�,Electrical (State Permit) � Other REMARKS(JN HOUSE): � . ----------------------------------------------- �� REV�W BY OTHERS: DATE: Access: Existing New . Access Approval: Date gy; ----------------- --- ---------------------------����__--- ___�____ RENIARKS (TO BE NOT'ED ON PERltiII�: � i i 35 West Highway 36 • St. Paul, MN 55113 Bonestroo Rosene � Office: 651-63G-4G00 • Fax: 651-636-1311 Anderlil<& www.bonestroo.corn Associates ��������;�� Engineers&Architects July 13, 2005 ���' � �' ZOQ� Ms. Janice Gundlach �A�� �� ������� Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 4445 North Shore Drive File No. 000139-05000-0 Plat No. OS-3127 Dear Janice: We have reviewed the survey dated 7-12-OS for the proposed improvements to 4445 North Shore Drive. The site improvements include the construction of a new home and associated grading. We have the following coirm�ents with regards to engineering matters: • The proposed grading shown adjacent to both lake side corners of the home raise concerns. It appears the proposed walls at these locations should be reconfigured so that storm water will be contained on site and directed towards the lake and not onto the neighboring properties. • The plans show existing retaining walls in the county right-of-way. Hennepin County should be consulted to review whether these walls were permitted. ��/1.w►�r rv.p �/5 3� i Z-�j- °3�d o The proposed driveway grades are shown at about 16%. The plans should be revised so that p�d, the driveway grades do not exceed 10%. � The plans should be revised to include appropriate erosion and sediinent control measures. If you have any questions please call me at (651) 604-4863. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ,_..-= � Tom Kellogg Cc: irea Gappa, City of O?�ono St. Paul, S[. Cloud, Roci�esier, f�AN � �ti1ii�ti�aul<ee, V'✓I ° Chicago, IL Date: 8M 6/2005 Revision Date: 8/16/2005 Nsw Construction Si#e Information Address 1: 44451do�th Shore Drive Proje�t#: Address 2: Lat: 3 Block: City: Orono, Mn County: Hennepin Subdivision: BRGQUtSTS ADDITION OF SAGA HILLS Aoolication Inforntation Business Name: RUDY WICKLANDER HOMES MN Contractor License#:13$8 INC. Contact Person: RUDY WICKLANDER Office Ph: 763-422-9192 Fax: 763-422-9fl55 Cell Ph: Address 1: 15440 POTAWATOMI STREET NW � City: ANDOVER State: MN Zip �ode: 55304 House Details Square Feet: 3513 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 5 Ventila#ion : Balanced Tofal Ventilation Capacity : 938 cfm. Minimum Continuaus Verrtilation :90cfm. intermittent Ventilation: 48 cfm. Combustion Apoliance Water Heater: Power Vent Input BTUs: 40,000 lndependently Vented FumaceBoiler. Direct Vent/$ealed Combustion Input BTUs: 105,000 Independently Ven#ed Other Corr�bustion Aaaliances Ga� Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Dr�ft Fireplace(s): No Solid Fu�l Appliance(s): Na Exh�„ust Eaui�ment Continuous Exhaust Ventilation Capac�y (cfm): NA Clothes Dryer(cfm): 135 Exhaust�an Rat�ng (cfm): 300 Make-Up Ai� Ido Maka-Up Air Required by Code Combustion Air Round Rigid Requir�d: 4 inches or Insulated Flex: 5 inches Applicant Name (print): Signature/Date: Code Officia!(print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanic�l Code Guidelines. Page 1 , � .a, r v Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoflware Version 3.5 Release le Data filename:P:�REScheck�2005�205263 MN.rck PROJECT TTTLE:205263 COUNTY:Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION'I'YPE: Single Family DATE:08/22/OS DATE OF PLANS: 8/22/OS PROJECT DESCRIPT'ION: KII.,LY RESIDENCE L03-BERGQUISTS ADDITION TO SAGA HII.,L ON Tf�SHORE OF LAKE NIINNETONKA XX��NORTH SHORE DRIVE OROATO,MN DESIGNER/CONTRACTOR: RUDY WICKI.ANDER HOMES,INC. COMPLIANCE:Passes Maximum UA=684 Your Home UA=587 14.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont or poor Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Trnss 1571 44.0 0.0 42 Wall 1:Wood Frame, 16"o.c. 4087 19.0 0.0 192 Window 1:Above-Grade:V'uryl Frame,Double Pane with Low E 535 0.330 177 Door 2: Solid 54 0.140 S Door 3: Glass 240 0330 79 Basement Wall 1: Solid Concrete or Masonry 1044 11.0 0.0 57 Wall height:9.0' Depth below grade:8.5' Insulation depth:9.0' Basement Wall 2: Solid Concrete or Masonry 197 11.0 0.0 14 Wall height:4.0' Depth below grade: 3.5' Insulation depth:4.0' Basement Wall 3: Solid Concrete or Masonry 63 11.0 0.0 5 Wall height: 3.5' Depth below grade:3.0' ♦ ' �m:sulation depth:3.5' ,•Floor 1:All-OVood Joist/Truss:Over Unconditioned Space 388 30.0 0.0 13 Furnace 1:Forc�Hot Air,90 AFUE Proposed and Ma�mum U-Factor Averages Proposed Ma�umum Average U Factar Allowed U-Factor Above-Grade Windows and Glass Doors 0.330 0.370 Includes Foundation Windows>5.6 ft2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT: The proposed building design descn�d here is consistent with the building plans,specific�tions, and other c�lculations submitted with the permit applic�tion. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchecl�and to comply with the mandatory r�uirements listed in the REScheckInspection Checklist. Builder/Designer Date Pemut Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release le Data filename:P:�REScheck�2005�205263 MN.rck PROJECT TiTLE:205263 COUNT'Y:Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION TYPE: Single Family DATE:08/22/OS DATE OF PLANS: 8/22/OS PROJECT DESCRIPTION: II�LLLY RESIDENCE L03-BERGQUIST'S ADDITION TO SAGA HII.L ON TI�SHORE OF LAKE NIINNETONKA XX7�NORTH SHORE DRIVE ORONO,MN DESIGNER/CONTRACTOR: RUDY WICKLANDER HOMES,INC. COMPLIANCE:Passes Maximum UA=684 Your Home UA=587 14�.2%Better Thau Code(UA) Gross Glazing Area or Ca�ity Cont. or poor Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Tn�ss 1571 44.0 0.0 42 Wall 1:Wood Frame, 16"o.c. 4087 19.0 0.0 192 Window 1:Above-Grade:Vi�l Frame,Double Pane with Low-E 535 0.330 177 Door 2: Solid 54 0.14Q 8 Door 3: Glass 240 0.330 79 Basement Wall 1: Solid Concrete or Masonry 1044 11.0 0.0 57 Wall height:9.0' Depth below grade:S.5' Insulation depth: 9.0' Basement Wall 2: Solid Concrete or Masonry 197 11.0 0.0 14 Wall height:4.0' Depth below grade:3.5' Insulation depth:4.0' Basement Wall 3: Solid Concrete or Masonry 63 11.0 0.0 5 Wall height:3.5' Depth below grade:3.0' � , Insu?�tion depth:3.5' �i 1:All-Wood Joist/Tmss:Over Unconditionefl Space 388 30.0 0.0 13 Furnace 1:Forc�Hot Air,90 AFUE Proposed and Ma�mum U-Factor Averages Proposed Maximum Average U-Factor Allowed U Factor Abave-Grade Windows and Glass Doars 0330 0.370 Includes Foundation Windows>5.6 ft2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATIIVIENT: The praposed building design de�n'l�d here is consistent with the building plans,spe,cific�tions, and other c�lculations submitted with the permit applic�tion The proposed building has b�n designed to meet the 2000 Minnesota Energy Code requireme�s in REScheckVersion 3.5 Release le (formerly MECchecl�and to comply with the mandatory r�uirements listed in the REScheckInspection Ch�klist. Builder/Designer Date �������' 205263 DECK 9 T�8.,8�,��,� 31/2" x 11 718" 2.OE Parallam�PSL P�; ���:;.1� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN COId�'ROLS FOR THE APPLICATION AND LQADS LISTED 7 ? b 12'P►" ` Pro�t Dia�ram is�Concepttral. LOADS: Anatysis is for a Drop Beam Member. Tn'butary Load Widih:l' Pmriary Lo�i G�-R�i�ntial-Living Are�s(�:40.0 Live at 1�%dura�on,15.0 De�ad Verti�l l.aads: Type Class Ltve Dead Location Applicatlan Commertit Uniform{pi� Floor(1.OU) 280.0 105.4 0 To 4' Adds To Uniform{pi� Ftoor(1.00) 200.0 75.0 4'To 12'6" Adds To SUPPORTS: Input Beartng Verlical Reactlor�s((bs} Detail Other Width Wr� LivelQeadNplifFlTotal 1 W�i c�lumn 5.50" 1.5U" 1775/746/0/2521 L5 None 2 W�d c�lumn 5.50a 1.50" 1545/661/0/2206 L5 Nnne -See TJ SPECIFIER'S/BUILDERS GUIDE for deta�{s):L5 DESIGN CANTROLS: Maximwn Design Control Cor�rol Lacatfon Shear(Ibs) 2370 1865 8035 Passed(23%) Lt end Span 1 uncbr Flaor lo�ing Morrrent(Ft-Lt�s) 6378 6378 19902 Passed(32%) MID Span 9 under Fl�r loading Live Laad Defl(in) 0.129 0.354 Passed(U999+) M!D Span 1 under Floor IQading Total Load Defl(in) 0_183 0.592 P�(LrT75) MID Span 1 und�Fl�r loading -Qeftac6an Cri�:Specifte@(tL•U380,TL:Lf24Q). -Bracing(Lu)_Aq com�sression edges(tap and boitom)must be braccxi at 12'6°otc unless detailed otherurise. Proper attachment and posi�oning of la#erai bracc�nng is required to achieve men�er stabifiiy- ADDITtONAL NOTES: -IRARORTANT! The analys�presented�output from software developed by Trus Jo�t{TJ). TJ wartartts the siang a�ds producds by th�saflware wip be �Gshex!in a�rdan�vri�TJ ptoduct�sign cxite�ia and c�de ac�d d�sign valuas. The specafic ptuduc.t�fion�input c�gn bi+ds,ar�d sta�ed d�s�ns have been pro�ided b�r the saflxrare user. Th�s output has not been reviewred by a TJ Associa�. -IV�all produds are readiiy available. Checdc a�ith yaur supplier or TJ technical repr�ntative far product ava�abilityy. -TFiiS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYt PRODUCT SUBSTITUTION VOIDS THIS AN�►L.YSIS. �1lowable Stress Design methodalogy�used for Bu�ding Code UBC analyzing the TJ Distrbution produd 1'isb�above. PRQJECT INFORMATION: OPERAT�R INF'ORMATION: Terty M�dce�on ������ 9100 balHrnore st ne suite 106 blairte,MN 55449 Phone:763-780-8004 Fax :7q-780-8015 dfpa�annir��ign�visi.c�m Copyriqht�3 2004 by Trus Joist, a Weyerhaeuser Business Parallam�a ia a registerefl trademark of Trus Joist. �f� � 2052�i DCER WDW �..�� T�g ig c„Q���ry��0$7� 2 Pcs of 1 3!4" x 91/2" 2.OE Parallam�PSL "�� ����15� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN P�e 1 E�kre Vmsiac 1.185 CONTROLS FOR THE APPLtGATION A(dD LOADS LISTED 0 � A �.�_ � Rros�►rct i�r�»is conce�ri�. LOADS: Analys�ks for a Drop Beam AAember. Tnbutary L�d Width:1' Pr�riaty Laad Group-Residengai-L'ntirt�Areas(p.sf):40.0 Live at 100%��ation,15.0 Dead �lert�Loaals: Type Class Lhre Dead Location AppNcation Comment Unifarm(ptfl Fluor(1.00) 320.0 120.0 0 To 8'6" Adds To Point(IP�s) Floor{1.00) 4 2947 3" - Po's��) Floor(1.00) 0 7479 S'3" - SUPPORTS• Input Bea�ing Yerticai ReacNons(Ibsj Detail Other Vldidth Lengd� LivelDeadfUpliitlTotal 1 W�d c�lumn 5.25" 1.94" 1530/3565/0/5095 LS fdone 2 Wood column 5.25° 3.6T' 9530/8097/0/9627 L5 None -See TJ SPECIFIER'S!BUlLDERS GUIDE far defafl{s):L5 DESIGN CONTROLS: Maxfm�n D�ign Control Cotrirol Location Shear(�) 9 990 -1527 6428 Passed(24�) Rt end Span 1 urrder Floor losding AAorrtent(Ft-Lbs) 3918 391 S 13057 Passed(30°!0) MID Span 1 under Fl�r load'mg Uve L�d De�l(�) 0.072 8262 Passed�) 0lUD Spart 1 under Floa'�g T�al Load Defl('in) 0.901 0.394 P�ssed(U935) Mt�Span 9 under F�or to�ing -0eflec�on Crttteria:Specified(LL:LJ360,TL:Lf240). -Bracing(Lu):Alt compressian edges(top and bottiom)must be braced at 8'6"a�c unless dehalled othe�auise. Proper attachrr�nt and pcsi6oning of latera! bracing�required to achisve m�r►ber stabiliiy. aaoEr�oaa�wores- dMPORTANT! The enalysis presented�autput from saftu�rare��r Ttus Jo�t(TJ). TJ watrar►ts tt►e sl�ng of its produc�tsy Utis software vudl be ac�r�lt��accordartce with TJ��ud design cxi�ia and cwc�acce�ed d�valt�. Ttte s�ific Rrodud�plicat��n,inRut d�ign ia�.and sfiated ditr�enst�s have been provided hy the sdiuvare use�^. Thi�output has nat been�by a TJ Asso�ate. -Not all produds are read�y aval�ble. Che.ck vutth your suppAer or TJ t�hn'u;al repr�entative for product awailab�'iiy. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS OAILY! PRQQUCT SUBSTITUTIQN VOlDS TFIIS ANALYSIS. a�ltaroable Sh�ess D��n methodolo�y w�t�sed for Build�g Code UBC ana9y�r�g 1t�e TJ Dish�ution product f�above. -Wa�e:S�TJ SPECFFIER`S/BUtLDER'S GUIflES f�rrwit�plyr c�nnedton. PROJECT INPORMATION: OPERATOR IN�ORMATION: Teay Mikkelson dfP Rlannin9�ign 9100 l�itirrtare st rte suite 1� blaine,MPI 55449 Phone:763-780-8004 Fax :763-780-8015 dfpptanningdesign@visLc�n Cogyright �2009 by Trus Joiet, a Weyerhaeuser Business Parallar�is a regiatered trademark of Trus Joiat. �j� � 205ZCi REC RM ATRtUM DR �� 0 T�8.,8�,�„�'7�,� 2 Pcs of 7 3/4" x 91/2" 2.OE Parailam� PSL �� E��,:';,� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN COIdTROLS FOR THE APPLICA4TiOW AND LOADS LISTED � � a� 1 d R Pf4�1�[V��lll�O�d�ICC�TIi��}. LOADS: Analysis is far a Drop Beam Member. Tn'butary Load W�ith:1' Pfinary Lv�i Group-Residen�al-Lia�ng Areas(psf):40.0 Live at 1�0°lo dura�on,15.0 Qead Verticxi Loa�s: Type Ciass Live Dead Location Appiication Commerrt Unifwm(pff} Floor(1.00y 280.0 105.0 0 To T Adds To Point(It�s) Floor(1.00) 0 7496 6'9" - SUPPORTS: tr�put e�arir�g ver6ca�Reactiar�(m�) u�i1 ot�er YVtdtii Length Live/DeadNpNftlTota! 1 Wood c�lumn 525" 1.50" 1120 J 456/0/1576 L5 None 2 Waod columrt 525" 3.46" 1120/7952/0/9072 L5 Nane -See TJ SPECIFIER'S/BUILDERS GU{DE far detail(s}:L5 DESIGI�CONTROLS: I4�aximum Design Corrtrol Co�rtrol Locatlon Shear(i�) 1436 -1023 6428 Passed(16%) Rt end S�n 1 under Fl�r loadirtg AAOmept(Ft-Lbs) 22$8 ?288 13057 Passed(18°/a) MID Spar11 ursder FIooT laed�ty Live laad Qefl(in) 0_029 0.213 Pass�l(�J999+) MID Span 1 under Floor I�ing To1�1 Laad D�1(in) 0_Q41 0.319 P�sed(U999+) MID S�n 1 under Fbor lo�irtg -Deflect[on Criteria:Spe�Ll:IJ360,TL:L/240). -Bracing{Lu}:All campr�sian�(top and bottam)must be braced�T dc unl�s detailed otherwise. Praper atEachrnent and�sitioning of�tersl tuacing is r�uired to achie�►e rr�ernber stabiTdy. ADDITIONAL NOTES: -lMPORTANT! The ana{ys�presenbed is�tput fr�n sofl�var�e develop�i by Tr�Jo�t(TJ). TJ warrants the s�g of its producis by tlt�soRwa[e vuiU be �cotr�lisfted in acxar�v+r�TJ produc�design cr��and code a�pt� d�gn va�ues. The s�ic Pr�ud�a�Caticn�u�Put d�9n�aads.and s�dmiensions have been prrnrided by the saftware user. Th�output h�not be�n revie�d by a TJ Associate. -Not aN produds are readily ava�ble. Chedc with your suppHer or TJ technical r�epreser�tive for prrodud availability. THtS ANALYSIS FOR TRUS JOiST PRODUCTS ONLY! PRODUCT SUBSTiTUTIOM VOIDS TtiIS ANALYSIS. �le stress o�n m�oaol«3Y was used r�r Bu�g code uec anagran9 tl�e r�a�ib�,tion Rroau�t I�d�ove_ -�tote:S�TJ SPECIFIER'S/BUILDER'S GUIDES for mut�le p!y connection. PROJECT IWFORMATtOb: OPERATOR INFORMATtON: Terry MBcltelson dFp p�nning c�sign 9100 baltimare st ne suite 1� bla�te.[dlRt 55449 Phone:763-780-80�4 F�c :763-78Q-8�15 dfPplanriirxJd�i�n�visi_c�n Copyright O 2004 by Trus Joist, a Weyerhaeuaer Suaineas Parallam� is a reglstered trademark of Trus Snist. � 2052C3 REC FtM WDW � T�B,e�,,��� 2 Pcs of 1 3/4" x 91/2" 2.OE Parallam� PSL �; ����� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN COMTROLS FOR THE APPLICATION AND LOADS LiSTED � � � 7,.�. � Prad�,et�am is co,uepn�t. LOADS: Ans�sis�for a Drop Beam M�nber. Tr�utary L�Width:i' Primary Lo�Gro�-R�ider►tiat-Livirtg Ar�(�:40.0 Lirne at 1�90�ration,15.0 Dead Vetti�l Lo�s: Type Class Live Dead Lacatlan Application Commec�t Un'dorm(pi� FIaoK1.00) 360.0 935.0 0 Ta 6'6" Adds Ta Tapered{pl� F'toar(1.OQ) 360.0 To 380.0 135.0 To 143.0 6'6°To T 9" Ad�c To Uni�orm{pIf) Fl�r(1.00) 380.0 943.0 7'9a To 12'4" Add.s To Point{Ibs) Floor(1.W) 0 5326 3" - Po�t(�) F'bort1.00) 0 5394 12'9" - SUPPORTS• Input Bearing Vertical Reactlor�(It�s) Detail Other �Ifidth Ler�th LiveJDeadlUpilftlTotal 1 Wood c�urrm 5.25" 3.36" 2487/6323/0/8811 LS Plone 2 Wood c�lumn 5.25" 3.39" 2550/6338 l Q l$887 !.5 None �TJ SPECIFIER'S/BUILDERS GUIDE far detail(s}:L5 DESIGN COWTROLS• lYlaximum Qestgn CoMrol Cor�trol Location Shear(9u) -3389 2850 6428 Passed(44%) Rt ead Span 9 urmf�'Fl�r loading PAoment(Ft-�L�) 9772 9772 13057 P�sed(75°!0) MID S�1 under Ftoor toading Live Load Defl(in) 0.369 0.390 Passed(U381) AAID Span 1 urt�'Fi�r iaading Totai Load Defl(n) 0.516 0.585 Passed(U272) MID Span 1 under Fl�r lo�ing -0eftectior►Cri�aria:Sp�(LL:L/360.TL:lJ240j. -Bracing(Luy:All compression edges(top and bottom)must be braced at 9'2"o/c unless de�aited otherwise. Proper attachmeM and pos�ioning�lateral biacing�a r�equired to achievs rr�mber sta�"Gty. PROJECT INFORMATION: OPERATOR INFORMATION: Tetry tU�dce�on �P P�►►�n9�� 9100 baltirtrore st ne suite 1� blaine,MN 55449 PhoRe:763-780-SQU4 F�c :76'�780-8015 df�lar+nin9des�visi.cam �> Copyright c� 2004 by Trus Joist, a 6Veyerhaeuser 8usiness 2aralla� ia a zegistered trademark of Tzus .Toist. � 205263 REC RM WDW � 7�6,��,,�.�� 2 Pcs of 1 3/4" x 91/2" 2.OE ParaHam�PSL P�2 ����.+6 TH1S PRODUCT II�EETS OR EXCEEDS THE SET DESIGN COWTROLS FOR THE APPLIGATION AN� LOADS LISTED ADDITIONAL NOTES: -IMPOt2TAPITt The an2ilys�presented is oufput from sa�ana developed bl+Trus Jo�st(TJ). TJ uvarrants the smr►g of its products by this software will be accampUshed in a�cordance vvith T.i product design cr�teria artd crode acxepbed design valuas. The specifk produd applitsatian.input d�sign loads,artr! stabetl dimensions have 6een provided by the soflwrare user. This w�tput has not been reviewed by a TJ Associate. -Nat aft products are r�s�1y availabte. Chedc r�ith your suppGer ar TJ technical repr�enta6ve far product availaaild.y. -TH(S ANALYSIS FOR TRUS JOIST PRODUCTS�VL1R PRODUCT SUBSTITUTI�N VOIDS THlS ANALYSIS. �lowabb g�ss pesign metfi��ogy vvas u�d for Bu�'tdmg Code UBC analytang the TJ D"�tr�suban produd f��ed above. -Plote:See TJ SPECIFIER'S/BUILDER'S GUIDES for multip�pIy cainection. PROJECT INFORMATION: OPERATOR INFQRMATION: Terry Mkice�on dfp planning design 9100 battirt�re st ne suite 106 b�ine.MA1 55449 Phone:763-780-8004 F�c :763-780-8015 dfpplanningclasign@visi.corn Copyright O 2009 by Trus Joist, a F7eyerhaenser Business Parallam� is a registered trademark of Trus Joist. ��/�� 20526:i BED 5 WDW T�6,8�, �„�._�� 2 Pcs of 1 3/4" x 11 7J8" 2.OE ParaltamQ�PSL P�; ��:�.�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR TNE APPLICATIOPI AND LOADS LISTED � a A �• � PfQdl4Gt��1�$�OIZCC�. LOADS• Analys�is for a D�Beam Member. Tn'butary Laad Width:l' Prirrmry Lo�Group-Res�Cral-Living Are.�(ps�:40.0 L�re at 100 9�duration,15.0 Dead Vet�t�t L�: Type Class Live Qead Location Apptication Comment Un�orm(plfl Floor{1_00) 300.0 113.0 0 To 6' Adc�To Unifnm�plfl Floor(1.Q0) 3Q0.0 383.0 0 To 3'3" Adds To Unifomt{pifl Roof(1.25) 650.0 379.0 0 To 2'3" Ad�To Unifom�pl� Roof(1.25) 540.0 323.0 2'3"To 3'3" Adds To Pofit(Ibs) Roaf(1.25) 0 3527 7 3° - Paint(Ibs) Fl�r(1.00) 0 4851 3'3" - SUPPORTS: Input �aring Verticat Reacttans(ibs) Detail Otl�er Vt�dth Length LlvefDeatWptiRlTotal 1 Wood colurt� 5_25" 3.81` 3285/6713/0/9998 L5 Nane 2 Woad column 5.25° 2.54" 1733/4932/0/8684 L5 None -Se,e TJ SPECIFtER'S!BUILDERS GUIDE for detait(s):LS �SIGN CONTitOLS• Maximtat� D�ign Contral Co�rtrol Location Shear(9rs) 93i 2 6265 8035 Passed(78%) Lt ertd Span 1 unt�r Floa'l�ing Morr�nt(Ft-l�) 14509 13299 19902 Passed(679oj MID Span 1 under Fl�r loading Live L�Defl(in) 0.025 0.179 Passad(U989+) MID Span 1 un�Roof lo�ing T�I Load Defl(in) O.i 13 0.269 Passed(U571) MID S�n 4 ur�ier Roof load'�ng -�eftection Criteria:Sp�afi�(LL:L/360�TL:L/Z4U). -Sracing(Lu):AN compr�sion�(t�and bottom)rnust be brac�at 6`dc un�ss de�'led ot�vv�e. Pr+o�r at�chment and position�ng of�etat bracing is required to�ieve rt�sta�iry. PROJECT INFORMATION: OPERATOR lNFORMATION: Terry RA�Cice�on dip pl�ning�sign 9100 baltimora st ne suite 106 bfaitte.A9N 55449 Phone:763-780-80Q4 Fax :763-780-8015 dfpplanningd�ign(�v�i•c�n Copyright m 2009 by Trus Joist, a Fleyerhaevser Business Parallam� ia a registered trademazk of Trvs Joist. y����� � 2Q5263 BED 5 WDW � ��`�� ,.��.1e�,,,�,��,� 2 Pcs of 1 3/4" x 11 7/8" 2.OE Parallam�PSL P�2 ��+.�� THlS PRODUCT MEETS OR EXCEEDS THE SET DESIGN C�PITROLS FOR THE APPLICATIOPI AND LOADS LtSTED aoanowa�Nores: -IMR�RTAIVT( The aata�s preserrteat�output ftan software de�rebped by Tnts.�St(TJ). TJ wacta�r►ts the s¢ing of its produds by this sofiware a�be �he.c!in accord�ce wnth 7J product de.si�ai�ia and�accepted �slgn valt�ss_ The specific P��eRP��.�F��losds,and stated dimensions have been provided by the sofiware user. 'fhis output has not b�n reviewed by a TJ Associate. -Not ali produc�are�eadily avaUabie. Chedc w�h your supptier or TJ�ct►nical repres�tatnre far product ava�labii'�y. -TI-lIS ANALYSIS FOR TRUS.EOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS AI�lALYSlS. a4&aarable SU�ss Design m�hodolagy rro�used for Bu�Cade UBC�talya�tg the TJ Distd6ufi�on product�ted above. -Note:Sce TJ SPECtFiER'S!BUILDER'S GUtDES fcr�ItipEe p1y cflnnedion. PR0.lECT ONFORMATFON: OPERATOR INFORNfAT10N: Terry Mikkelson �P F�►�9�� 91 QD F�itimors st ne sui�s 1 Q6 b�ine,RAN 55449 Phone:763-780$004 Fax :763-78Q-6015 dfpplanning�sfgn@visi.com Copyriqht O 2009 by Trus Joist, a Weyerhaeuser Bus3ness Paralla�7 is a registered trademark of Trus Joist. � � 20526:i WET BAR a T�6.18��.��`�� 3 Pcs of 1 314" x 14" 2.OE Parallam� PSL P�; ��;.,es THIS PRODUCT a11EETS 4R EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLfCATIOId AND LOADS LISTED ,y �q. • Proci�tct�a�n is Ca�ceptual. LO�►DS: Anatys�is for a Drop Beam Member. Tnbutary Load Widtn:t' Primaty Load Croup-Residential-Living Areas(p�:4fl.0 Live at 1�%dura�on,i 5.0 Dead VerHt�Le�: Type Class Live Dead Location Appiication CammeM Uniform(plf) Floor(9.OD) 640A 240.0 0 To T �To Unifortn(pl�} Flaor(1.�) 720.0 270.0 7'To 11' A�To Paint(�) Flonr(1.00) 0 8279 6'3° - SUPPORTS: Input Bearing VertYcad R�cUuns(ibs) Detait Other Width Leng�t LivetDsadiUpilft/Toral 1 Wood calurrur 525" 226" 3792!5089/0/8882 L5 tdor� 2 Wood column 525" 2.63" 4008/8367/0/90375 L5 Norre �TJ SRECIFtER'S t BUILDERS GUIDE for�(s):L5 DESIGN CONTROLS: Mauhnum D�ign Cor�oi CoMrol Location Shear(9�) -10041 -8661 14210 Passed(61%) Rt end Span 1 un�Floor losding Mament(Ft-Lbs) 34073 34073 40743 Passetl(84%) MID Span 1 under Fl�r loading i..ive Loa�i Defl("m) 0.081 0.345 Passed(U9�J+) MID S�n 1 under Flaor t�4'ing Tobt Lo�ad Defl[n) U.292 0.519 Pa�sed(U4�) MID SQan 1 unc�r'Fk�or�ading -Def�eccti�un Criteria:Specifed{LL:iJ360,'R.:11240). -Bracing(Lu):All corttpressian�(toP and bottom)mlist be brac�d at 8'4"otc unte.ss detaHed od�ervvise. Prop�attachrr�nt and positloning of tateral bracing�s require�d to achieve�r stability. ADDITIONAL MOTES: -IMPORTANT! The�a{ys�present�i�out�t from softiaare�veWAed by Trus Jo�t(TJ). TJ wranants ttte s�ng o�its produds by th�software aviA t� �hed in atx�rda�n�a�TJ product design criteria artd c:ode�ed �igr►va�es. The sp�cif�c pr�ud a�ttan.�put d�3gn loads.ar►d sta�d d'irr�ns�ns fiave be�n provid�l by the soRware usec Th�output ha�s nat b�n revieu�by a TJ Associate. -Not all produds are read8y ava�lable. Cfs�k vuith your su�ii�or TJ t�►nir.al repr�entative far produd availabi6ry. -THIS ANALYSIS FOR TRUS JOtS7 PRODLlCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. y4flowab�Stress Des�n rr�thodotogy vras used far Bu�'mg Cade UBC anatyafng Uie TJ D�n product�ted ab�ve. -No�:S�TJ SPECIFIER'S/BUILDER'S GlJIDES for rtwt�te p!y c�nnedion. PfiOJECT tNFORN9ATiON: OPERATOR INFQRMATION: Te1ry M(kkelson dfP P��9�� 91Q0 baltirr�re st ne sude 106 b�ine,� 55449 Phone:763-780-8004 Fax :763-780-8015 dFpplannirtgd�n(�visi.c�rf Copyright �2009 by Rrus Joist, a Weyerhaenser �ainess Parallam�9 is a regiatared trade�ark oE Tzns Joist. � 2Q52b'3 THEATRE � � T��,B�r,,,�,.�� 3 Pcs of 1 3!4" x 11 7/8" 2.OE Paraliam� PSL �; ��=���.�� TliIS PRODUCT MEETS OR EXCEEDS THE SET DESIGId COIVTROLS FOR THE APPLICATIAN AWD LOADS L.ISTED � '� a i5'9�a ` Ptodtttt D�a�am is Concepit�. �oaus• Analys��for a Header(Flush Beam)AAem6er. Tn'butary Lo�#Wic4th:1' Primary Loacf Group-Res�dential-Living Areas{ps�:40.0 Live at 100°�duration,15.0 Dead Vertical L�: Type Cfass Live Dead Locet4on Apptication CommeM Unifartr�(pI� Floor(9.00} 50.0 20.0 0 To 15'10° Adds To Poin#(�sj Ftoor(1.�) 0 5128 2' - supPORrs: Input Be-a�irtg Vertical Reactlorts(It�) Detau'I Otl�r Widdt Length LiveJDeadNpUR/Total 1 Wood cfllumn 5.25" 1.50" 712!4989/0/5700 L1:Bla�cing 1 Pty 1 3J4"x 11 7J8"2.OE ParaNamOal PSL 2 Pta�e on masonry n�rafl 5.50" 1.50" T13 i 1002/0/1715 A3:Rim Bosrd 1 Ply 1 1/4"x 11 7!8"O.SE TJ-Strand R§rt Bo8rd49 �See TJ SPECfFIER`S/BUILDERS GUiDE for deiail{s�:L1_Blxking,A3:Ran Board DESIGtd CONTROLS: AAaxim�n Design CanVal Corrtrol Locatiop $hear{�s) 5655 5494 12053 PassBd(46°!0) Lt�►d Spart 1 URdeI'FIoOr lo�ing (�am�t{Ft-!�s) 9616 961fi 29854 Passed(32%) MID Spart 1 under FI�'I�ng live Load Defl(in) 0.078 0.380 Passed(U989+) MID Span 1 under Floor{oading Total Load Defl(in) 0281 0.380 Passed(U649) AAID Span 1 unt�a'Fl�r loading -0efleation Criteria S�(LL:U48Q,TL:U48U)_ -Bracing¢u):Ap corr�x�ssion�ges(taP and battom)must�braced at 10'6°cdc unless detailed othenroise. Pro�r attachmerst and�i&onir�of 4aleral brett;ing is�equired b ac�tieve rr�er siab�"ity. ADDiT10afAL N�TES• -IMPORTANT! The analys�pre.asnted is output from software developed by Trus Joist(TJ). TJ warraMs the sizh►g of its products by��safMrare vuifl be accorrqol�hed�atxardance wlth TJ product design criteria and cade acx�pied design values. The spe�c product a�t'tcallon�input desi9n l�,and stated dur�nsiuns have been provid�by the saftwrare us�_ Thi�ou�ut has not been rev�ua�by a TJ Assoaate. -Not a!I produc�are aeadily availab[e. Check v�your sup�sfter or TJ tecltrtical eepreserttaWe far product availabillty. THIS ANALYSIS FOR TRUS JQfST PRODUCTS ORlLYt PRODUCT SUBSTITUTION VOlDS THIS ANALYSIS. -�►►Nrnxable Sfress D�ic�t rt�th�ato�I v�used f�Bu�dmg Code UBC ana{�ri�rtg Nte TJ D'�strtbutian product�above. -Note:See TJ SPECIFIER'S/BUIlDER'S GUtDES for multiple phr connection. PROJECT lNFORMATIOM: OPERATOR INFOf�AlIATION: T�rry M�Ckelson �R��►9�� 9100 baltimore st ne suite 106 b�irte,�fIN 55449 Phane:76�78U-80Q4 F�c :763-780-8015 �PP��►��@�-� Copyright m 2004 hy Trus Joist, a Weyerhaeuser Business Paralla� is a registered tradema=k of Trus Joist. �� '' 2�2� -ni�-rRE ' i �TJ-Beam�8.16SerialNumber.�087� 2 Pcs of 1 3J4" x 11 718" 2.OE Parallam� PSL �; ErqirteV�sion:1.18.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CORITROLS FOFi THE APPLlCATION AND LOI�DS LISTED � � ����� Produet D�gram is Con�sei►tuaL LOAQS• Analysis is for a H�(Fiush B�am}(�err�er. TribuNary L�l Wi�h:1' Prertaq+Load Group-Resi�nti�-Living Ar�(psf}:40.0 Live ffi 1�96 duradion,15.0 Dead V�laads: Type Class Live Dead Locatlon Application Commerrt Unifom�{pifl Floar(1.00) 360.0 135.0 0 To 6'6" Adt�To Uni�arm{plf) Fl�r(1.00) 640.0 375.0 0 To 6'6" Adds To Pairrt(1�) Floortl.OQ) 0 2706 3° - SUPPORTS• Inpait Eearfng Vertical Reactior�(Ibs} Detail Otlier Wtdth Ler�tl� Live/0eadlUptif►/Totat 1 Wo�c�umn 525" 2.98" 3380/4454/0/7834 L1:Blocking 1 Ply 1 3t4"x 11 7/8°2.OE Parallam�l PSL 2 ARicro(lam LVL l�am 525" 9.95" 3380/1748!0/5128 A3:Rim Board 9 P{y 1 1/4"x 11 7/8"0.8E TJ�'and R�n B� -Sce TJ SPECIFlER'S/BUILDERS G11iDE f�'c�a8(s):L1:Biodting,A3:Rbn Board DESIGN CONTROLS: AAaximum D�ign Contfol Control Locat9on Shear(ibs) 4635 -2877 8035 Passed(36°k) R�end Span 1 under Floa'loading Mlornettt(Ft Lbs) 6808 6808 19902 Passeal(34°k) MID S�n 9 urtaer F[�r 1�ading Live L�d f�ft('m) 0.041 0.147 Passed(L(9.99+) QAID Span 1 under F'loor loading Total Load[�i(in) Q.(�2 0.147 Passad(U'999+) IIAID Sp�n 9 ura�Floar�d'ing -Deflection Criberia Specift�(LL:U480,TL:U480). -Bracing(Lu):A6 c.cmpression edges(tap and boit�n)must�br�ced at 6'6"o!c unl�s datail�o�. Proper attachment artd�sitioning of la�al �ac�rtg is�u�to achieve rr�xnl�r stabiGiy. ADDI770(�AAL NOTES: -fMPORTANT! The ana{ys�presen�is output from sofluvare�by Trus Jo�t(T.n. TJ warrants tlte s¢ing of its p�oduds by thia safluvare uMiA be acc�mpfished fi ac�cordartce wi#h TJ{ai+alttd d�sign cxrieria a�l code a� design valu�. Tt+e s�c Praduct appNc�a�n,input desi9n t�s.and stat�c�rr�ensions have been provid�by the soft�nrane u�r. 'Ph�ou�ut haa not I�n review�by a TJ Associa�e. -Not ail produds are readily available. Check vvdh your st�ptier or TJ technical repr�enta6ve for produd avaflability. -THIS ANALYSIS FOR TRUS.I�IST PRODUCTS ONLY! PRODUCT SUBSTlTUTION VOIDS THIS ANALYSIS. ,Aliawable Stress D�ign rr�todalogy wa5 used for Bu�dmg Code UBC�alyraing the TJ D�ution product C�above. -(date:See TJ SPEC(FIER`S/BUILDER'S GUlDES for muttip�pty c�nection. PR�JECT INF09tMAT10N: OPERATOR 1WFORMATION: Terry Mikkelson dfp plannin9 d8sign 9100 bat�are st ne su�e 1� blaete,RA(d 55448 Phone:763-780-80Q4 Fax :763-780,8015 dFpplanningd�ign�visi.crom Copyright �2009 by Trus Joist, a 6ieyerhaeuser Business Paralla�and Miczolla�are registered trad�uarks of Trus Joist. � �� ��f` 205253 MECH v�r� T,�„�,e.,8�,,��� 2 Pcs of 1 314" x 91 718 1.9E Il�icroilam�LYL "�:' �e:a':s�n� THIS PRODUCT IVIEETS OR EXCEEDS THE SET DESIGW pa�e 1 Eng�e V�sim�:1.16.5 CgIdTROLS FOR THE APPLICATION AND LOADS LlSTED �' � , . d u. • Product Dia�am is Conce�hu� LOA : Anaiysis�for a Header(Flush Beam)Mernber. Tr�utary Lo�Width:1' Pritr�ry L�d Group-R�ident�-Livk�g Areas(�:40.0 L'we#1�°��rati�t.15.0 Dead Vertic�Loads: Type Ciass Live Dead L�an Apptication Corrimeert Urtifamr(plfl Floor(1.00) 380.0 135.0 0 To 8' Adds To P�n�{rbs� �or{�.00� o ��s r sa - SUPpoRrs: Input Bearing Vertical Reactians(Ibs) Qe�B �r Width Lertgth LhrelDead/Up�ftTotal 1 Pk�te on masonry wali 5.50" 3.16° 1804/3097/0/47Q1 A1:Bla�Cing 1 PIy 9 3!4"x 19 7/8"1.9E[�icrollarr�l LVL 2 Wood column 525" 1.50" 1536/1508!0/3104 L5 Mone -See TJ SPECIFIER'S/BUILDERS GUIDE for detai�s):A1:Blodcing,L5 DESIGN CONTROlS: Ik�a�cimum D�ign Contro! Cor�rol Loca�on Shear(�s) 4514 3888 7897 Passed(49°k) Lt end Span 1 under Flaor la�'ing M�t(Ft Lbs) 7635 7635 17848 Passed(43°�) AAID S�n 1 uru�r Fl�r l�ding Live Load D�!�n) 0.036 0.184 Passsed(U999+) hAiD Span 1 under Fl�r loading Tota!Lead Defl('�) 0.097 0.184 Passed(U908) MID Spart 1 urta�r Floor taading -Q2�f#on CriEerta:Sp�d(LL-U480.TL:U480�. -Bracin9tLu):A!i compressicn edgas(t�and bottom)must be braced at S'o/c un�ss detailecf ottrenn�e. Praper attac�ment and pos�ioning of lateral bracing �requir�ed to ach[eve n�ernber stability. Aou�no�NOTEs: -I�IIPORTANT! The analysis presented is output from soflvvare d�eloped by Ttus Jo�st(TJ). TJ warrar�Ure sizing oi iEs products by th�sofNv�e v,�ll be �f�hed�as�rdar�v�TJ produd design crib�and cAde ac�epted de.s�gn values. Ths spe�ific produd a�fu�tion�input�.sign�,ar►d sffi�d dFmensions have be�n�ovided by the sofhnrare user_ This out�wt h�not been revi�d by a TJ Assoc�. -Not aA proatucts are rea�'ly availabte. Che�c with your supplier or TJ technic�represenfativa far produd availabilii�r. THIS ANA�YStS FOR TRUS Jf3lST PRODUCTS ONLY! PRODUCT SUBSTiTUTION VOIDS THIS ANALYStS. a4F!lowable Str�Des�jn rr�tadntogy vu�t�for Bui�'irtg Cade UBC ana(yang the TJ Dishfbu6on produd f�fied a�ve. -Pfote:See TJ 3PECIFIER'S J BUILDER'S GL1tDES far rtw�ply c�nne�n. PR�JECT INFORMATION: OPERATOR iNFORMATION: Terty M�dcelson cffp plannirtg c�.sign 9100 baltimore st ne suite 1� bl�ne.MN 65449 Phone:763-780-8004 Fax :783-780-8095 dfpPl�rimgdestgn@visi.cxnt Copyright O 2004 by Trus �oist, a Weyerhaeuser Businesa 2dicrollaa� is a reqSstered trademark of Trus 3oist. �f� �' 20.5263 THFATRE QOORS 0 �..v� �,,.�e.1e�„�.�';�;"�,� 3 Pcs of R 3/�" x 91 7f8" 2.OE Paraliam�PSL us�,:, �s:ao-z�,a�n �, ���,.,e.s THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGW CORITROLS FOR THE APPUC/s►TION AND LOI�DS LISTED 1 9 b $•--� Pradtkt ii�gt�n is Co�epRetaL LflADS• Analys��for a Drop BEam M�nbe�: Tnbut�ry L�Wi�h:9' Pr�ary Ladd Group-R�i�►tiai-Living A�(�:40.0 Live at 1�%dura�on,15.0 D�d Verbr,al Laads: Type Class Live Dead Laca@ian AppHcatian Gomme�rt Uniform(plf) Floor(1.�) 720.Q 270.0 0 To 6' A�70 P��) F1oor(9.QU) Q 11228 1'3" - .�,IJPPORTS. . Input �arMg Verflcal Rear.�ons(Iiss) DetaN Other 1Mdfih Length Live�eadNp1i3P1TMa! 1 Wpad column 525° 3.1 T' 228U/10183/0/124Ci L5 Norre 2 Woad cotumrt 5.25" 1.50" 2280/2872!0!5152 L5 �tane -See TJ SPECIFlER'S!BUILDERS GiJIDE for c�iatl(sj:L5 DESiGN CONTROLS• t�lauimum D�tgn Control C�e�ol LQr.ation $hear(H�) 12130 8935 92053 P�(74%) 1�.e�d S}�art 1 urtder Flo�r laaaliftg RAort�nt(Ft-Lbs) 10904 108Q4 2�854 P�(37°l0) l�lfD S{�1 unt�'Flao�r lo�'tng Live!�[�fl(in) 0.015 0.179 PasSed(U999�-) (t�ID Span 1 ur�der Fl�r laading T�I Lo�Defl(in) 0.053 0269 P�(U999+) AAtD Span 1 unc�Floor la�ing -Deftection CriQeria:Specifl�i(LL:U360,'fL•U240). -Bracin9{Lu):AN c�r�siun�(t�and�tr�)mt�be bracx�at 6`o�cc un�s detat'ted otttennr�s. Pro�r�dtrr�►t and�nmg o#lateral brac�tg �requuUed b�achieve rt�r�ber stab�T�y. aiDDfT00�lAL NOTE�: -lMPORTAWT! The anafysis pr�ted�auiput from safdmare�p�by 7rus do�t(TJ). TJ warr�ts the sf�g�its afoduds by this sofhnrare will be ac�ished in accordance adtlt TJ produd design criberta and c�sle accept�t a�,aign valu�_ The s�Produd apAfic�on,mput d�i8n loads.arul stated dfinensians have 6ee�t pravided by the safNroare us�'. This ou�ut ttas rsot 1�t�evl�ared by a TJ�. -RI�atl pra�ds�e�dily avail�te. Ch�lc with yaur su►�r or TJ t�mical for product a�at�ty. -THiS APl14LYSiS FOR TRUS JOtST PR�DUCTS WdLYI PRODIICT SUBSTITtiTtL}N�lQIDS TH1S ANALYSlS. �1f14wabl�Sb�ess De�1gn mett�afolo�►v�usecl f�'Bu�}ng Code UBC analyrirrg tFte TJ Distrrbutim�praduct Gst�above. -Note:S�TJ SPECIFIER'S/BUILDER'S GtIiDES for rrw�ple p!y c�nnectlon. �o��c�a�mFo�r�o�v: o�wa,�roR or�fo�wnnc��: Terry M�Ckelson �P A���$� 91�bettimore st ne sui�9� btaine,MN 554�9 Pi�te:763-780�Q04 Fax :783-784SU15 �pp►�nir�visLcwr► Copyright�2009 by True Joist, a Weyerhaevser Business Paralla� 3s a registered tzademark of Trua Joiat. ��!�''�/��- �zss �c�PAno oR T�e,e� '�,.�� 3 Pcs of 1 3/4" x 11 7f8" 2.OE Paratlam�PSL �� ��'�+� THIS PRODUCT MEETS�R EXCEEDS THE�FT�ESIGN CONTROLS FOR TliE APPLICATIQN AND LOt4DS LISTED � '� d $. i Pro+dttci[MiaMgr�tt is Concephral. LOADS: Anaiys��far a Header(Fl�xsh Besm)RAe[r�er. Tt'�utary L�W�h:1' Primary L�Group-Residential-l.ivin9 Ane�(psf):40.0 Live ai 1�%dura�n,15.0 t�d VBtSCat Lo�s: Type Class Lhre Daad Location ApplEcatlon Camment Unifam�pi� Flwr(1.00j 50.0 20.0 0 To 8' Ad�To Point(Ibs) Floar(1.�) 0 1101$ 6'2" - SUPPORTS- �nPut BearMg Yert�al R�dions(fbs) PfY �epth Naiti� Detaii Other Wic� Ler�h Live/Qead/l1{sAftrTotai �pth 1 UVood c�lumn 525" 1.50° 354!2336/Q/2890 WA N/A N/A L5 None 2 {�Ikrollam LVL beam 5.25" Hanger 366!9118/Q!9484 N/A PUA N/A F11:Fac:e Maurit Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for deta[t(s):L6,H1:Fac�e Mount Hanger tl�►NGEI�S•t�Manutac�ursr Selected 3upport . Model Slope Skew Reverse Yop Flange Top Flar�e Suppoit Wood Flang� Offset Slope Sp�ec�s 2 H1:Face Mount Hanger NONE FOUND 0/12 0 PI/A PI/A N!A WA DESIGN CONTROLS: Maximwn Des�n Ca�rol �Cantrol Locatlon Shear(R�s) -9420 -gl}40 10848 P�($3%) Rt end S�an 7 under Qead Ioad'utg RAo►r�nt(Ft-Lbs) 13D09 12641 26868 Passed(47°Jo) MID Spart 9 untler'D�d loadirtq Live Lo�Defl(tn) �.� 0.1$1 Passeai(LJS99+) AA(D S�n 1 unc�r Floor loading T�1 Load Defl(in) 0.081 0.181 P�sed(U999+) MID Spart 1 under Flaor badir�g -0eFlectinn Griteria:Specifi�i(!L:l1480.TL:U�180). -Bracing(Lu):M c�r+es.aion�(b�and bot�rr►)rt�t be brac�c!at 8'aJc unle.ss de�otherovise. Prop�a#�chrrient a�positiorting a�lateral 6�ing �sequined�achi�re r�s�i�ty. PROJECT INfORMATION; OPERATOR INFORMATION: Terry M�dcetson dfp p�rtnin9 design 9100 belt�ne st ne suite 1� b4ait�,MN 55449 Rh�e:763-780�4� Fax :7�i-780-8015 dfPPlanni��gn�v�i.com Copyriqht 9 2004 by Trus Joist, a Weyerhaeuser Business PezallamC�and Microllam� are registered frade�azks of Tzus Jpist. � 205263 RfC RM PATfO QR � TJ-6�8.18��,-��� 3 Pcs of 1 3/4" x 11 7/8" 2.OE Parailam�PSL �2 Errgh�Y�s�rc19.66 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN COWTROLS EOR THE APPLICATtORI AldD LOADS LISTED �,uo��ro�.ao�s-. -tMPORTANT! The anatysis pr�r►ted�out�tt fran soRwatre de�►elop�t b�r Ttus Joist(TJ}. TJ warranT��e str�ng�its produds by th�soft�re v�it be �hed irt�dance vwth 7J praclud d�ign cr�ria�code� ��n values. llta sAecifts produc;t a�on,input d�n t�ds.and sf�i dimensbns t�ave l�en provided by the software user. Th�oulput hag not heen revi�by a TJ Ass�lete. -Not ail pr�,as are�iuy avauffiole. Cneck writt►ya,r sup�er�TJ 4ec1►nical�rnatnre for proaud avai�r. THIS ANALYSIS FOR 1RUS JOiST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANAIYSIS. �,Howable Stress Des�meritodola,�y�used for Bu�rtg Code IJBC analYang the TJ Distr�tttr�produd C�ad abave. -Note:See TJ SPECtFfER`S/BUIlDER'S Gi11DES for rta�ply conn�bian. PRQJECT lMFORMAl10N: LIPERATOR IW�ORM�1'TIOW: T�ry dAOdteison �P P�n�9�� 9100 baitlrtwre st ne suite 1� btaine,MN 55449 Phone:763-780-8004 Faot :763-780-8015 cf�lannin9design�visi.c�r► Copyright O 2009 by Trus Joist, a Gieyerhaeuser Buaineas Parallas�9 and Microllam�are zegistered trademarks of Rcus Joist. �j�� �' 205263 FOYER Dit .�.v �T,,.�g,e�,,,,��� 2 Pcs of 1 3(4" x 11 7/8" 2.OE Pars�Bam�PSL �+ ���.�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN C�NTROLS FOR TFiE APPLICATIOId AND LOADS Lt�TED �� �� � � �. 1 ���������S�h� LOADS• Analy+s�ts far a Drop Se�n Merrt�er. Tr�ut�y►Lo�VMI�:1' Pritr�ty Load Group-Resident�l-L.ivirtg Rc+e�(psf�_40.0 Liv�at 100°�6 durat�n,i 5.0 Dead VerrNcal Laads_ Type; Clas� Uve Dead Lacation App1E�n Commerit Unifonn(pl� FlooK1.00) 280.0 105.Q 0 To T Ad�To Unifotm(pifl R�f(1.25j 650.0 364.Q 0 To 2' Adds To Untform{pff� R�f(125) 18Q.0 188.0 5'To T A�s To Point(R�s) R�(125) 0 2644 2' - Point(�} Raofi(1.25) 0 6711 5' - Point{Ibsl Floart1.00) 0 1077 6'9" - SUPPORTS• lnp�rt Bearing Vertical Reactfats(IE�) DetaFf Other Y{Rdth Length LivelQeadNplifVl'otal 1 Wood column 5.25" 2.74� 2315/4875!0/71� L5 None 2 Wood calumn 525" 3.49" 9 585/7586/0/99 71 L5 Plorte -See TJ SPECIFIER'S/BUILDERS GUIDE far detail(s):L5 DESIGtd CON9'ROLS� Maxknum Deslgn Contral Control L�an Shear(�s) 7844 -6057 7232 Passed(84°!0) Rt end Sgan 1 ut�'Qead loadirtg Moment(Ft-LLbs) 12067 11634 19902 Pagsed(58°!0) flSID S�n 9 urrcfer F[oor bsd'ing Live L�Defl('in) O.Q23 0213 P�sed(U999+) MID 3pan 1 urt�Raof I�ding Total Load Defl(in) 0.121 0.319 Passed(Lf(�i1) MID Span 1 und�'Raof I�ding -Deflecfion Criteda:SpBciHed(LL:L/360,TL'L1240). -Bracirsg(Lu):A9 co�ressian edges(�and boi�r�)�be b�at T adc unless det�'ted atlte�. P�att�tment a�rcJ pos�ioning af t�eral bracb�g ��Ned to ach�re m�r+ber s�bility. PROJEC7INFOLtMAT10N: OPERATOR INFORIA�4TION: Terry M�Ckelson dfp f�an��9�S�n 9100�tt�rrore st ns sui�e 1� btai�,MN 55449 Phone:763-780-8004 F�c :'�83-780-8015 dfpplannirtgciesl�vGsi.cnm Wpyright H9 2UU9 by Trns Joist, a FJeyerhaeuser Buslnese Parallam� is a regietered trademark oP Trua Joiat. ������ 205263 FOYER DR T�6.,g�,,N,�.�� 2 Pcs of 1 3/4"x 11 7i8" 2.OE Parailam�PSL �2 �����;�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGPI CONTROLS F4R THE I�PPLICATIOIV AMD LOADS LISTED ,�oomon��orEs- -IMPORTEWT! Ttre anatysis presenUed is artput f�t s�ware developed by Trus.lo�t(TJ). TJ�ts tlte s¢ing of its ptoatut�s�►�soflv�re wiU be accamptished in ac�rdan��mith TJ praluct�s�jn c�ria and c�de acx�epted design valu�a. The sp�fic produc4�ion�iniwt a�sign l�,arid sta��nensf�s hawe b�n provided by the sotiware user. Th�out�t has not been r�evi�l by a TJ Associate. -Not all products are re�ily available. Chc�ic with your suppl�r or TJ t+ectmic�repr�esentat�e for prbduct ava�lab�y. THiS APIALYSIS FOR TRUS JOlST PRODUCTS ONLY! PRC?DtJCT 5UBSTlTUTID{N YO([!S THlS ANALYSIS. �411anr�e Sh�ess�s�methodobgy v�as used for Bu�ng Caie UBC analy�ng the TJ D�tr+'butlon product�abwe. -iVote:�e TJ SPECIFIER�/BUlLDER'S Gt11QES far muHip{e ply c:arut�tion. PROJECT INFORMATION: OPERATOR INFORMATION: Terry M�Clcelson �P Plannin9 d��n 91�balHmore st rte sui�e t� bhaine,MN 55449 Phone:783-780-8004 Fax :783-78Q-8015 dfpptannir�9desi9n�vtsi.�n togyr3ght�2009 by Trus Joist, a Weyer6aeuser Business Pazallam� is a registared tradamark of Trus Joist. . ���'�/�� a�z� D1N WDW T,,:�g.,g�, '��'�,� 2 Pcs of 1 3/4" x 19 7/8"2.OE Paralfam� PSL Us�1 8YY212�323:�PAA �+ �v�,:,.,g.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTRULS FOR'THE APPLICATION AND LOADS LISTED � n i i � � � �-�a� Pro�et�a�n is ca�cep�aral. LOADS: Analysis is fw a Drcip B�m M�nbar. Tnbutary La�WGdth:1' Pr�nary Lo�Gtoup-Residentiai-Liv�tg Ar�(ps�:40.0 Live�100°lo du►atian,15.0� VerUcai tc�ads: Tqpe Cla� Lhre Dead Location Applicatian Comment UNform(pl� Floorl1.00) 370.0 139.0 0 To 8'6° A�To Unifortr�pl� R�f(1.25) 70Q.0 383.0 0 To 1'3a Adals To Un�arm(ptfl Raaf(125) 1�_0 158.0 T 9°To 8'6" Adds 1'0 Poitn{las) R�f(115) 0 5143 1'3" - Point(�s) Roofl125) 0 6239 T 8° - SUPPQRTS• Input Bearing Vertica!R�etio�(tbs) Detall Other VlAdth Ler�th LivefDesdlUplifi/Tota! 1 Wood colurr� 525" 3.29" 2580/6Q48/0/�26 L5 None 2 IAfaod� 5.25" 3.51a 1855/7352!0 f 92U8 L5 None �TJ SPECIFlER'S!BUILDERS GUIDE for defail(s):L5 DESIGN CONTROLS• Maxtm�n Design Corrtral Cantrol Locatton SheaC(tbs) -8947 5566 8035 Pe�sed(69%) Lt�S�r11 ttndei FlOor{oadiRg �lorr�tt(Ft!bs) 8589 8410 19902 Passed(42%) �tID Sparl i ut►d�'Ft�r lo�tmg Live Laad Defl(in) 0.048 0262 Passed(U999+) MID Span 1 unrler RaQf loa�atg Total Load Defl('m) 0.129 0.394 P�sed(Lf731) RAID S�n 1 under Roaf toading -Det�ian Cribaria:S�(LL.l�36Q,TL:U240)- -Bracing(Lu):A�cor�ressi��(�P and botta�n)must be braced at 8'8°dc unl�s d�[ed oth�e. P�attachment arM�aning�la�eral braar►g�required to ach�ve membeT'st�r'�y. PROJECT INFORNIA'�IOId: OPERATOR iNFORAAATION: Terry AAAtke�on dfP ptartrting design 91�t�rrrorest.ne su�106 bla�te,AfiN 55448 Phone:763-780-80D4 F�c :763-78U-8015 dFpplanninSdesi9n c�visi.com Copyright O 2004 by Trus Joist, a Nleyerhaeuser Husiaess Parallam43 is a registerad traclemark of Ttus Joist. ���j� � 2Q5263 DW WDdV �..v� T.,=�s.,��,��,� 2 Pc� of 1 3/4"x 91 7/8" Z.OE Parallam�PSL �2 ���.�� THIS PRODUCT MEETS OR EXCEEDS THE SET DESK3N CONTROLS FOR TME APPLiGATi�N AN� LOADS LISTED ADWTIONAL NOTES• -IMPORTAPIT! The�talys�s�esent�d is output fr�n Sof6ntate o�relapeol by Tn�s J�t(TJ}_ TJ�ts the s�ing af its Froduci�by�tis sofl�e�be atxornptished in accotdant�w�th TJ product daaign cr►�eria and c�cie ac�pt�l destgn valu�. The specffic product appGc.ation,�Put�sign taa�,artd stated dirr�ensions hav�e been provi�d by the sofi�nrare user. Th�output h�nat been re�l by a TJ Associate. -Not aN produds are r�Uy avaflatsle- Ct�c with your suppl��TJ t�hniCal r�s�tative fa prod�ct�. THIS ANALYStS FOR TRUS.{OiST PRODUCTS ONLI(1 PRODUCT SUBSTITUTtON VOIDS THRS APlALYSlS. -l�liaavab�Str��siyn me4fwdology vv�used f�Buikt�tg Code UBC�a{yzing it�e TJ Distributfan ptoduat lis�ab�e. -Note:See TJ SPECIFlER'S/BUtLDER`S GUtDES ior mu��ly connection. PROJECT INfORMATION: OPERAT�IIVFC)RAAA'TIC1N: Terry flAikkelson dfp plannirtg desfgn 9100 baitimore st rFs sui�e 1� blaine,{�!N 55449 Phone:763-780-8pQ4 F�c :763-780-8015 dfpplanningdesfgn@visi.carn Copyright O 2009 by Trua Joist, a Fleyerhaeuaer Busiaess ParallamPa is a registered trademark of Trus Joist. 0���(�� ZWKW N• YYVYY T��.9s�, ',,�.�`os,`�` 2 Pc� of 1 3/4" x 8 7/2" 2.OE Parailam�PSL �� ��+.�� TFIIS PR�DUCT MEETS OR EXCEEDS THE SET DESIGIV CONTROLS �OR THE APPLIC/�►TION AND LOa4DS LISTED � t � � ,� $•�a L RO�I6Z t}��Ia1111�S�1'.011Ce�. � An�lysis�for a Drop Beam Merr�ber. Tr�u�ry L�i Widt�:1' RTenary La�Gr�p-R�ider�i-Living Areas(psf}:4U.0 L�e at 100%duratton,l5A De� V�Cai Lo�: Type C�ss Lfve Dead Locatian Application Cammerrt Unifonn{ptfl Fiaor(1.00) 320.0 120.0 0 To 8'6" Ad�To Uniform(plfl Roof(125) 580.0 338.0 T To$'6" Ac�To Patnt(GOs) Roof(1.25) 0 �4753 T - SUPPORTS' Input B�arireg Ver�ical Reactloris(ibs) Detail �ttree Vdidth I..enyth LtvelQ�dflJplM�lTotal 1 Wnod column 5.25° 1.50" 7 582/1385 1 0/2847 L5 Mona 2 Wo�c�tumn 5.25" 2.85" 2348/5139/0/7479 !.5 None -See TJ SPECIFlER'S/BU�RS GIJIDE f�detatl(s):LS DESo1GN C�NTR�LS: I�laximum Destgn Ga�trol Control L�on Sh�r(ibs) -7Q34 -5624 6428 Passed(87%) Rt end S�ar►1 under Flaor load[ng RAarrrent(Ft-Lt�) 7695 7411 13057 Pa�(57%) AAID Span 1 un�r Flaor t�ing Lhte L�1 Detl('m} 0.078 0.262 P�(U998+) MiD Span 1 under Roof�ing Total L�d Defi(M) 0.195 0.3�4 Passed(�1484j MID Span 1 urt�r R��ng -Dett�tion Crl�aria Specifi�d(LL:U360�TL:U240). -Brac§�9(Lu).l�!c�a►nPr�ssian ed�a(top and bo�am)must be tuac�d�8'6'dc u��s�otherwise. Prop�attadunent and pasi�oning of lat�al k�racing�require�i 4o achieve rr�r sMdbility. 14DDITIONAL WOTES' -lMPOR7APIT! The analys�pr��output fra�n sof�nrar+e de�+eloped by Trus Ja�t(TJ). TJ wartants the s�ing af ifss produds by��s�flwar�e w�be 2axompl�t►ed fn�ardartoe w#h TJ produd des�jn c�iUeria and code scoe�ed design�talues. The spedfic pralud E�pl�ioti,input o�lo�ds.artd sta62d dimensfons have been providarl by the saftwa�user. This ouqwt has not�n rev�.d bp a TJ�ssaciab�. -Not aN produc.ts are re�h7y avaitaele. Checic�y�r suppIIsr or TJ�nir.al repr�e�Uve far produd�+ai�iliiy. THIS AI�tA[.YSIS FOR TRUS JO{ST PRODLtCTS ONLY! PRODUG'T SUBSTtTUTION VOIDS THIS�LLYSIS. �!e S�ess D�gn�ol�r ura�used for Bui�g Code UBC snal�g the TJ D�sMbu�product��we. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES fof multiple p!y c�necdon. PROJECT INFORMATION: OPERATOR INF�3RMATIOAI: Terry AA�dc�on dfP�nirt9�si� 9100 I�rrtorse sL ne suite 1� b{aine,ll�N 55449 Phwre:763-78f)-8004 Fax :7q-780-8015 df�t�nktgdesign�vkt.c�n Copyciqht rD 2009 6y Trus Joist, a weyerdaeuaer Busim�ss Parallam� is a registered trademark oP Trus Joist. ���/�� 205263 CAS DIN WDW T,,.�e,1e�,'��� 2 Pcs of 1 3J4" x 91t2" 2.OE Parallam�PSL P�1 ��+.�� TIiIS PRODl1CT AAEETS OR EXCEEDS THE SET DESIGN C�IdTROLS F�R THE APPLICATION AND LO,ADS LISTED � a �..��a � Pro�tc°��gr�m is Come�t�r�L LO,�DS: Anafysis is f�a Drop Be�am Member. Tr�ty Lo�WidUr 1' Pfinary Lo�i Gfoup-R�1-L'nrMg A�(ps�:40.0 Live 8t 100%dur�tt,15.0�d Ve�Lc�ads: Ty� Cl�s Live Dead LacaHon Applicatlon Comme�rt Unifartr�pffl Floor(1.00) 360.0 135.0 Q To 9'10° A�is To Potnt(�) R�#(1.25) 0 5271 3" - Paint(�s) Roaf(1.25) 0 7486 S'T' - SUPPORTS' Input Beaeing Vertical Reactioris{Ibs) Detail Other Vl�dth I.er� LivelDearl/lJp�otal 1 W�column 525" 3.06" 9987/B060/0/8026 LS Norte 2 Wa�c�lurr� 5.25" 3.91" 1887/8285/0/10251 L5 IVone -S�TJ SPECIFlER'S/BUILDERS GUIDE for de�'t(s):L5 DESIGN COWTROLS: �laximum Dasign Corttrol Contral La�tion Shear(fbs) 2580 2�6 6428 P�sed{32%) Rt er►d S�n 1 under Ffoor loading Momsnt(Ft-Lt�s) 5940 5�0 13a57 Pas�d(45%) MID Span 1 un�Floor toading Lt�s Lo�Defl('m) 0.144 0.307 Passed(L/76� MfU S�n 1 unaler Floor!�g Tatai L�Defl(in) 0.202 Q.460 P�sed(U547} AAiD S�n 1 urxf�Fl�r't�rtg -Deflec�ion Criteria Specifted(LL:U360,TL:UZREI). -Braang(Lu):AH c�mFr�sion edge.s(toP artd�t[om}must be braced at S'2°dc unless defi�d o�. Pr+opet ait�hrr�t and posiboning of lat8ral brac�g is requir�to achl�+e member staDility. �uuinor�po-rEs- -lAAPORTANTI The anatys�pr�ented is output from sof�usre de�relc�ed by Ttus Joist(TJ). TJ araRan�tlte smng af 1�prnduds by this soTtv�re w�ll be �hed in arx:ordanrre widt 7J product de.a�cxiberla�d c�de� c�si�valuEs. The spe�ftc Rrodud a�ic�ion,�Put�Ign�.ar►d stated dur�ensian.a have b�t provid�by the soft�are u�r. Th�s cutput h�not b�reviewed by a TJ Assa;�e. -lVat�11 pr�u�are r�cfl{y avaUabte. Cl�c vuith your suppl�r w TJ technic.el represen�five for praduct ava�yr. THIS ANA�YSIS FOR TRUS JOIST PRODUCTS ONLYf PRODUCT SllBSTITUTION VOIDS T1i1S RNALYSIS. s�o�r�r��a tor s�c�u�c��n9 m�-r���rod�c��t a�re. -Ata�e:See TJ SPECIFIER'S/BUILDER'S GUIDES for�Hip�i p�r c�nnec�on. PROJECT IMFORMATI�N: OPEI�ATOR INFORMATION: Terry M�kke�n �A P�R�9�� 9100 baft�re st ne .su(�1� i�aute.MN 5�449 Phone:763-780-SQQ4 Fatt :763-780-8015 df�sp�rtn�►9cl��v�.com Copyright O 2009 by Trus Joist, a dTeyerhaeuser Bnsiness Parallam� is a reqistered trademark oE Trua Joiat. ����� �" 2�263 GRT RM WDW �`���..v�� TJ�8exm96.78SsrialNinnb�'.7��11�76fi 2 Pcs of 1 3/4" x 11 7t8" 2.OE ParailamQ�l PSL �; ��,:�5 THIS PRODUCT AAEETS OR EXCEEDS THE SET DESIGN COIdTROLS �OR THE APPLICATION AND LOADS LISTED 0 � d 12'�' 1 Pr�t D��n i�Cattegttati. LOAQS• Malys�is far e Drop Beam Mernber. Tributary Load Width:l' Primary Load Group-Residential-L.iving Areas(psfl:40.0 Livs ak 100%duraUon,15.0 Deatl Ver�cal LQads: Type Class Live Dead Lacation Applic�tfan Comment Undonr�(pl� Ftoor(1.Q0) 3�.0 135.0 0 To 12'4" Adds To lM�foms� Raaf(1.25) 1�.0 1�.0 OTo2`3" As�Ta Uniform(plf) Ro�(125) 1�.0 188.0 10'3°To 12'4" Ad�To Point(�s) Roof(9.25) 0 1051 2'3" - Paint�iba) Roaf(1.25) 0 1051 10'3" - SUPPORTS• �P� ��9 Ve�ical Res�tior�(Ibs) Detail Otl�er iMdth Lertgth LivetDeaalftlpliRiTotal 1 1�lood c�lumn 525" 2.03" 2867/2459/0/5326 L9:Bloddng 1 Ply 9 3/4"x 19 7/6"2.OE Patat�m�PSL 2 Wood colurr� 525" 2.02" 2846/24�/0/5314 L1:Slodcing 1 Ply 13/4"x 117�"2.QE Paratlam�PSL -Sce TJ SPECIFIER'S/BUfLDERS GUIDE f�detafl(s):L1:Btocicing DESIGN CONTROLS- Ma�ckn�n Design Co�rol Controt LocaHon She�(tbs) 5a35 -3863 8Q35 Pass�(48%) Rt end S�n 1 under'Flom'lo�ing RAoment(Ft-Lbs) 1223Q 11920 199�2 Passed(6(?%) MID Span 9 under Floar loading Live Load flefl pn) O.ZQ2 0.390 Pa�s�d�IJ695) MfD Span 1 urtder R�f loadirtg Tetal L��ti(in) d.354 0.585 Passed(L/39n MID 3pan 1 under R�f{o�ling -�r Cri�:S�{LL:1./364,TL•U240). -8�9���)���mP����roP�►d botEom)must be braced at 9'2°o!c unless detailed otl�ervulse. Pr�attac�ment and}�ositioning of la�ral brat�ng is required to�h�ve rr�err�st�ility- PROJECT INFORMAT�ON: oPE TOR INFORMATION: Terry Mticicetson dfp Pian�in9 d�tgn 91�bafthrwre st ne stt(te 1� btaine,MN 55449 Phor�:76�78Q-8�4 Fax :763-T80-8095 df�tanningdesign�visi.corn Copyzight m 2004 by Prus Joist, a Weyerhaauser Business Paralla� is a registeied trademark of Trus Joist. ��� � 20.5263 GRT RAA WDW TJ-Se�8.48Sm1al�� 2 Pas of 9 3/4" x 11 7/8" 2.OE Paraitam�PSL �' �a9x�� jHIS PRODIlCT MEETS OR EXCEEDS THE �ET DESIGN Page 2 EngUte V�s�t 1.18.5 CONTR�LS FOR THE �►PPLIGA'TIOId AIdD LOADS L.ISTED ADDITIONAL NOTES: -�IAPORTANT! The analys�pr+�enbed�s a�fput f�at►s��hy Tn�.lo�t(TJ� TJ warr�Hs ths s�ng aF its pioduds by ifi��e v�6e ao�tted��ttce v�t TJ�madud d�ign txitetla artd c�� d�gn�►atues. The sp�pratud appUt�Ott,u�put�io�s.and siabect dimensians fiave tmen provid�by t�he soRware user. This ouqwt haa nat b�n r�by a TJ Associate. -Not a!I produc��e t�+availab�. Chedc t�th your supplier�TJ�r�l�ertta�ve for pro�td ava►�ily. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOtDS THIS AWAlYSIS. �AJlowaa�e Str�s DaSign methodolo�y vvas used far Bui�'mg Co�UBC analyr�ng the TJ Distr�tion prqduct lis�above. -No�e:See TJ SPECIFIER'S/BUtLDER'S GUIDES for mult�py cxnnecti�n. RRt?.IECT INFORNlAT10N: OPERATOR IEIFORMATION: rer+y nna��on d��►R�s�� 9100 balt�rtare st ne su�1�8 blaine,NIIV 55A49 Phone:763-780-8004 Faoc :763-780-8095 �RPlanningdest9n�i-can Copyzlght m 2004 by Trus Joist, a Weyerhaeuser Buainess Parallam� is a reqistered trademark oE Rrus Joist. ��',��/�� zos� sn�vv wiow T,,.�g.,s�, '�.�� 2 Pcs of 1 3/4" x 9112" 2.OE Paraliam� PSL �+ E���+� TtlIS PRODUGT AAEETS OR EXCEEDS THE SET DESIGN CONTROL� FOR THE APPLICAT'90N AND L0�4DS LIST�D 0 � � $•�w-; �������� L�D�: Anelysis is tor a Dtop Beam Meznber. Tnb�y Load WfdUt:1' Rrirt�ry Lo�i Gratp-R�idetri�d-Livmg�s(ps�:40.0 Live�100°k dttraUon�15.0 Dead Veitcal Lo�: Type Cl�s Live Dead Location App{ication Comment Unifarm{pif� Flaar(1.Q0) 310.0 116.0 0 To 8'8" Adds To Pcint{tbs) Roaf(9.25) 0 4851 3" - Pafnt(�s) Roaf(9.25} 0 3722 S'3" - SUPPORTS: Input Be�arir� Ver�cal Reactions(Ibs) Detafl �er Width Lengdt Live/DeadNpttff/Total 1 W�d c�lumn 5.25" 2.64" 1488/5452/0/69;i9 L1:Bt�king 1 Ply 13/4°x 91l2"2.OE Paratlarr►�PSL 2 W�c�otumn 5.25° 221° 1488/4323/0/5890 Li:BlocJting 1 Pty 13/4°x 91/2"2.OE Parattarr�PSL �TJ SQECI�'IER'S/BUILDERS GUIDE fd'detaA(s):L1:Bf�tg D�SlGN C01�7ROLS: Maximum Design Cot�o! Coritrol Locatlon Shear(Ii�s) 1935 -1484 6428 Passed(23%) Rt end S�n 1 under Fl�r laading Moment(Ft-Ll�s) � 3809 13057 P�sed(28%) [l�1D S�n 1 urtt�r FI�la�'in� Live Load�ft(in) OA70 02G2 P�(USS9+) RAtD Sp�r 1 unde�'Ftoor toad'mg TcAat Laad Q�(in) 0.088 0.394 Pas�d{US62) {1�tD Spart 9 un�Fl�r l�ng -Defl�on Crite�Spec�d(LL:U360.TL:U240). -Brac�g(Lu):All c�ression�(toA and 6ottarr►)must be btac�d at 8'8°o/C uNsss dei�it�athennr�. Proper a�r�nt and positionfng of late� br�ing is r�uired ta ac�ieve m�sta6iitty. �►outnon�.aores• -IMPORTRNTt The attalysis pre.sented�ou�ut from softwa�develaped by Trus Jo�t(TJ). TJ��te siiu►g o'f ifs produt�s by�is soti�a�are wfll be �f�d'a�a�tae witlt TJ product design cxi�and code� d�Jn vat�. The sPec�Ra product��input d�ign lo�s.art� stated�ions have been provided by Ute soflinrane t�ser. Tfi�s at�ut h�nat b�n re�wred by a TJ Assoc�abe. -IVot aH produds are readAy avail�bte. Chec�c wdh your supplt�a�TJ t�hniGai reprasent�ive fw pratud availabrTdyr. THIS ANALYSIS FOR TRUS JOIST PR�UCTS OfdLY! PRODUCT SUBSTFTU?70Ai VOIDS TFFIS ANALYSIS. -A�b�S�s Qes�n�todology ar�used f�Bu�ng Co�UBC�siyr�ng!he TJ D�on produd Fi�d�ve. -Nobe:S�TJ SPECIFIER'S/BUILDER'S GUIDES for erw�p�p!y o�nedion. P_42QJECT INFORM�ITION: OPERATOit{�IFORMATIQW: Terry R00dce1san �P P���9� 91 QO�st ne sulte iQ8 biaine,MN 55449 Pt�ane:76:i-780�Q04 Fax :763-780-8015 .� Copyright� 2009 by Trus Jo1st, a Weyerhaeuaer Busiaeas Paralla� is a reqistered tradamark of Trus Joist. ��j� � 2Q52&3 STUDY V1�W T,,�„�s.,e��.��,�` 2 Pcs�of 1 3/4" x 91/2" Z.OE Parailam�PSL �+ E��96�� THIS PRODUCT NIEETS OR EXCEEDS THE SET DE�IGN CONTttOLS FOR THE APPLICATIOIV AN� LO�S LISTED �rite�an�r Slope:��-1?l�oof�io�i-i2 3 8 .��. i AII�nsions�e horizora�l. Pr�D��n is Cons��. � Analysts�for a D�p Be�n AAerr�r. Tr�butary L�i Wid�i:1' P�y�.�c�roup- �y:ao.o uve ac�2s x du►auon,�s.o as� Ver�el L�: F�orL Type Ctass Live D�ad LacatFun Ap�{icaiion Comme� Unf�OrrrKpif) Fioor(1.00) 50.0 20_0 0 To 12' P�To Unifarm{pifl R�(1.25) 180.0 188.0 0 To 12' Atl�s To SUPPUR'TS• Input BeariruJ Vertical R�dtorts(Ibs) Qetap Otber tARdtt� Lsr�ti� Live/DeadNJpliff/Totai 1 W�d column 525" 1.50° 1620/1400!0!3020 L1:Bloctdng 1 Ply 1 3/4"x 91/2"�.OE Parall�PSL 2 Wo�«�lumn 5.25' 1.50" 9620/1400!0/3020 L1:Blax�Cting 1 Ply 1 3/4"x 91f2"2.OE PareOam�PSL -See TJ SPECIFIER'S/�UtLDERS GUIDE forde�s):L1:Blocking DESlGN CANTROLS• �laxtmuaee Design Control Corrtrol tocation Shear(�s) 2863 2402 8035 Passed(30%) Rt end Sp�1 under R�F laading Marr�nt(Ft-Lbs) 8142 8142 16321 Passed(50°�) MID S�n 1 under R�ai IQadErtg Lhre Load Defl(in) 0218 0.379 Passed(U625j NIID S�n 1 ur�r Roof loading Tofai Lo�Qefl{in) 0.407 Q.�9 Passed(Lr335) ArtiD 3�n 1 un�r R�f faading -Def�ection Cri�:S�d(LL:1136U,iL•U24Q). -Bracing(Lu):At!campr�s�n edge.a(top artd boit�n)must be brat�d at 9'2"aJc unte�detei7ed otherv�. P�oper a�rr�nt arM�itlonhtg of laberal bratting�requir�to ach�re�slahUity. -Desk,�tt a,ssumes ad�uafe c�rttlnuou.a la�ral support of the cxunpr�s�n a�ge. /�DDITt�N�1L NO7'ES' -IMPORTANT! The arta{ys�pr�ent�i is a�tput from sofM�are developed by Tnts JoisY(T.n. TJ warrarHs ihe s�ing of its aroduds by tit�softwar�art'8 be acmomplist�ed in xcar�nce wAh TJ produd des(glt cxiteria and�a� de,aign vatu�• The st�afi�Rrodud ePPHca�on,�t d�i�1�.� s�dUr�nsi�s have b�n provfded by ttre soffiaare user. 7'h€s ou�out has n�b�n revi�ued by a TJ A&sociale. -Not aU prQducts are readily avail�te. Ch�c�ith y�r su�Her�TJ�n[cal repr�entative for pr�duct�dty. T1-i1S ANAI.YSIS�OR TRUS JOIST PR�l1CTS ONLY! PRODUCT 3UBSTiTUTION YOIDS THIS ARIALYSIS. -�csnrab�S�ress�t�tlt�oi�gy v�a,s used fa'Bu[�'�Code UBC ana(�r�rtg�TJ()�trFbutiott pr�ud l�ted abowe. -Nafe:See TJ SPECIFIER'S/BUILDER'S GUIDES for muit€��e�y c�nrtectfan. FRE.1JECf IMFOR�f1ATlt}i�l: OPERATOR INFORRAATIOM: T�ry RIlBdcelsa�t diP pt�nin9 c�sign 9100 ba�imore st ne suiEe 106 b�ine,AAN 55448 Phane:763-780-8004 Fax :7Ci-780-8015 dfp�rlanningdes&�r�v�i.c�n Copyrlght�2004 by Trus Joist, a 67eyerhaeuser Businesa Paralla� is a reqisteted tradema�k Of Tzus Joist. ���j�/�� 2052Ci C�R DR T�$.,s�,��,.�� 3 Pcs of 1 3/4" x 18" 2.�E Paraliam�PSL Us�r.1 6J7dI2�5 3:01:47 PAA �, EngineYers�1_18.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE I�PPLfCA'TtON AND LOADS LISTED c,�enibe��lope:+�.i�Root�+�:9� � il ■ , b ,��' a li��ens�s at�ftotiz+ot�.ti, �'ro[tt�et Di��n is Coe�eept�raL LOADS• Anatys��s f��Drop Beam Me�r. Tn'butery L�d Width:l` PrUr�ryt Load Gratp-Roof(psfj:4fl.0 Live at 125%dutatiat,15.0 D�d V�Laa�: Typa C�ss tive Dead Lacatlon AppltcatJon Commertt Unifortn(pi� Roof(1.25) 593.0 222.0 0 To 2'8° Ad�To Unifarr�pit) Floor(1.00) 240.0 �.0 0 To 2'8" A�s To Unifartn(pl� R�f(1.25) 583.0 222.0 10 6°To 1T �To Unifarrtrt�pt� Floor{1.00} 240.0 90.0 10'6"To 1T A�To Undo�m(p� RooF(125) 113.0 420 2'6°To 10'6° A�7a PoiM(�) R�(1.25) 0 9448 2'3" - Po�nt(Ihs) Roof{125) 0 94A8 10'9" - SUPPORTS: mAc� a�� ver���a��� oem� c�r vu� zs� �wero��rotai 7 Wood cxilurrtn 5.25 4.39" 3837/73A43/0/97279 L9:Btoddng 1 Pty 1 9/4"x 98"1.3E Tm�erSGartd�l LSL 2 1tUood Column 5.25" 8.71' S244/9354/0!1459$ L1:Blocking 1 PIy 7 1l4"x 18"1.3E Timb�Sb'and�LSL �See TJ SPEGiF1ER'S/BUlLDERS GUIDE f�a�tail(s):L1�:Bta�king DESIGN CONTROLS: (4�axtmum Design Cor�tral Control Location Shear(Ibs) 16895 12752 16443 Pa�ed{78%) Lt ernd Span 1 und�Dead l0ading MmneDt(Ft-Lbs) 62724 48595 58948 Passed(82%) MtR SpBn 1 uniler Qe�lOading Liv�e L�d C�fl(in) 0.1�}5 0.546 Pa�sed(U999+) �AID S�t 1 urtr�r Ro�l�adtrtg Tatai L�d�('in) 0.621 0.819 P�sed(U317) MID S�an 1 urtder Roof loa�tg -4etlecNOn Cri�:S�d(LL:U36�,TL•L/24U}. -B�aang(Luj:Aq c�rr�r�ston ed9es(taP artd�)rraist be br�ed at 5'3°dc un�s de�othe�wise. Prop�atiach�nt and pa4i�Onirtg of Ia�eral brac�ng��quired to ac�ieve tr�rd�stabitily. -DeSPgn�Surr�es adequate contlnua►S la�etai suppat af Ute cximpr+e�lon edge. PR0,IECT INFORMATION: OPERATOI2 INFC3R�AAATION: T�ry MBdtelson �P P��9��► 91�ba�rrorest ne sui6e 1� blaine,MN 5544J Phone:763-780-SQ04 Fax :7637�-8015 dF�tn��(�vistc�n Copyright C�i 2049 6y Trus 3oisY, a Weyerhaeuser Business Parallem� is a reglstered trademark of Trus Joist. ��f�� .,,.r,.�- 2052�i GJ1R DR T�g g�����„� 3 Pcs of 1 3/4" x 18" 2.OE Parallam�PSL �2 ����;,� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AN� LOADS LISTED ADDITIONAt NOTES• -IMPORTANT! The artalys�presen��ai�ut fran sa�ne�b�l Trus Jo�t(TJ). i'J wamants the si�g�its produc�l�+th�sof�rare v�ba aac�hed�►acxotzrartr.e wrtf�TJ pratuct��+cxiteria and c�de acx,ep� �vawes. The s�Cific Praluct a�on,input desf�►to�.ar►d sia�d dirr�nsions have been provided by the soft�arare us�. This outRu4 h�not b�n reviewed by a TJ Ass�ate. -IVot all produc�s are readfiy available. Chec�c wfth your suppi�a TJ technical repr�ve for produd avai�b�Tdy. 7HIS ANALYSIS FOR TRUS JDlST PRODUCTS ONLIfi PRODUCT SUBSTII`UTION V010.S THIS ANLALYSIS. �►Rowable Stress Des�n meUtodoh�gy vv�used for Building Cade UBC analyz[ng tlte TJ Distr�ion product Iisted above. -Note:Ses TJ SPECIFIER'S/BUILDER'$GUlDES for rra��pJy caitnec(ian. PROJECT INFORMATION: OPERATOR INFORMATION: Terry M�Cicelsan dfP pla�nin9 desi9n 91�l�r�re st� su�e 106 6i��itts,MN 55448 PhonB:783-780-8QQ4 Fax :763-780-8015 d�Ptannin�i9�'►�v�i.c�n Cogyright 0 2004 by Trus Joist, s Weyerhaeuser Suainess Parallav6d is a registered trademark of Tnts Juist. �� � 2�2�i G�IR DR � ,.,,.�,6.18�,�,.�� 3 Pcs of 9 3/4" x 14" 2.OE Parallam�PSL �, ��:�:�� �, ���.,g.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN C�IVTROLS FOR THE A6DPLIC14TION ARlD LO�DS LISTED �eat�et S4op�e:�U�92 Roof�lope�i9� � b �p' 1 AD�i�ate iuniz�untal. Prodttc�a[Ha��n�Conce�tat. LOADS: dlrtatysis is far a Drop Beam Me�r�ar. Tr�tda►y Lo�WidHt:1' Prir�ryi L�!Group-Roof(psfj:4�.0 Live at 125°�du�aUon,15.0 D�td Ve►tfical Loads: Typ� Ci�ss Llve Dead Locatian Apg�llcatton Commerrt Unifom�pl� Rcof(9 25) 583.8 222.0 0 To 12' A�ls To Uni#'om�(pf� Roof(9.25) 233.0 �7.0 12'To 1 T Adds To Paint(�) Roof(1.25) 0 3763 12'3" - SUPP�R'fS• Input BearFng Vertical Re�tiores(Ibs) Dete� Other 1Mdth Ler►gth Live/aeadNpli�/To�l 1 W�cotumn 5.25" 2.10" 5939/3139�0!8278 L1:Blocfcing 1 Ply 1 3/4°x 14°2.QE Parailarr�PSL 2 W�c�tumn 5.25" 2.OSa 3822/4368/0/8191 L1:Bloddng 1 Ply 1 3/4"x 94"2.OE ParaBarrt�PSL -S�e TJ SPECIFtER'S!BUfLDERS C�lfDE for�s}_L9:B�cfr�g D�IGRI COW7ROLS- flfiaxtmtun De�I�n Cor�ol Cor�frol L�on Shear(I�) -8066 -7552 17763 Passed(43°k} Rt end Spen 1 under Reaf lo�img AAorr�ttt(Ft-L6&} 35825 5�25 50928 Fassed(70%) MID 5pan i urtder Roof I�irtg Live L.o�f Def�(in) 0.412 0.546 P�ecl(L147� MID Sp�an t um�'Roof�tg Tv�i load Defl(�) 0.777 0.899 P�(U253) AAtD Span 1 unt�r R�f load'Irtg -De4l�tion Criteria:Speci�ed(LL:U360.TL:U24d). -Bracing(Luj:M cxrr�tan e.dges(�and bottom)►�st toe brac�d at 9'1"o/c unless de�iled oUteav�e. P�r attachtr�t and positianing af�eral brac�ng is required to�hfeve r�nber stabtiity. -Design�surt�s�ate continuous�teral sup�Ort of the compr+ession�. �►DWTIONAL I�TES• -IMPORTA{V'T! The snaiys'ss pr�be�i�oulput from softwrare develop�by Tn�Joist(TJ). TJ uvarranfs�►e s�g ofi�s praduc�by tltis software vvip b� accomp�hed in acaord�nce vufth TJ produd design�and cade� d��n value.s. The sPeciftc Produa a�Hc�On,�nw,t�n�,and sffited�sions have bean provided by the software us�: This ou�ut has not b�reerievwed by a TJ�te. -R!�afl produds are r�availabls. Chedc w�h your suppl�r�TJ�rtic�di repr�tative tar pr+uducY availatsi6ty. TMIS ANALYSIS FOR TRUS JOIST PRODUCTS ONI.YI PRODUCT SUBSTITEJTIOM VOIQS THIS ANALYSIS. �Sbess D�ign rt�todalogy�u�for Su�g Coc�UBC anaiyztng�TJ�praduct 1�sbrnre. -No�:Se.e TJ SPECIFIER'S/BUILDER'S GlllDES far nwlti�e p(y cxinnedian. PROJECT IW�ORII�ATIOM: OPERATO�t INfORMATION: Terry �ttddcetsen �P P��9�� 9100 F�IHmore st� suite 106 blaine,MM 55449 Phone:783-7�-8� Faac :763-78a-SQ15 '.�rt Copyrigbt� 2009 by Rrne Joist, a weyerhaevser Husiness paralla� is a registered trada�azk of Trus Joiat. ��� � 2052Ci G�1R .�. �T,,.�8.,8��.�� 3 Pcs of 1 3/4" x 19 7/8" 2.OE Parallam�PSL �+ ���:& THIS PRODUCT lNEETS OR EXCEEDS THE SET DESIGN CONTRALS FOR THE APPLICATION AlVD L.�r4�S �I�TED t ��-1 � .��.�b ,� P�o�est D�gram is caucept�ea! �,AAD3: Analysis�for a Dr�Beam RAerr�er. 1'rbutary L�i Widt�:1' Prirrtary Lo�Group-Resid8ntiel-Livirtg A(e�(psf):40.0 Live at 100°!o dula�ot1.15.0 Qeed Ver�cel L�: Type Ciass Uve Qead LacaYfon &pptication Comment Unifartn{ptt� Ftoor(1.00) 200.0 75.0 0 To 10'6" Ad�To UniForm{p(F} Roof(�.25) 1�1_0 188_� 0 To G A�s To Pa�ttt{�j Roaf(725) 0 6242 8'3" - SUP�RT$' lnput Bearir� VeedCai R�acti�ns(�� DeYail Odter 1Rf'edth Leagth t.hoelDead/Up1i�R�i 1 UUood caturr� 5.25" 1.51" ZQ4.5 i 3884!0/5929 LQ:B�dcir�g 1 P�'13J4"x 71 7t�"2.DE P PS! 2 Wo�c:otumn 5.25" 1.57" �s55/4636/0/B191 L1:Bfodcing 9 Ply 1 3/4"x 11 7/8"2.OE Parallam�l PSL -See TJ SPECIFlER`S/BUIL�ERS GUIDE for dstait(s):L1:Bt�JciRtg DESIGN CON'�ROLS: Maximt�n Qe�ign Cor�trol Con6'ol Loca9�on Strear(�) -8081 -5397 12053 Passed(�F5%) Rt end Span 1 ur�'Pbor taading RAors�nt(FY-L�) 21236 2�75 29854 P�sed(67%) �ID S�1 ur�F�r loadirtg LNta L�Dafl('m) d.059 0.329 P�(U999+) MID S�9 under R�f loadmg Total Laad D�I(in) o.�o o.asa P�sed�u45s� ��Q span�under Roor� -Qefl�tian Criter'ra:S�ified{LL•U38Q�TL'U240)- -B�81w)�����(��d bo�rn)rrp.�st 6e htmoed at 10'6"dc unle�a�tat'!ed aitt8rmr'se. Proper attachment and�fig of t�erat bt�cGtg�required to achieve rr�r�r stabftity. ADDITIONAL NOTES• -IAAPORTANT! Ttte analysis pr�ent�c!is otttput fr�n�devetoped by T�s JoiSt(TJ}. TJ mr�rranPs the s6zing af i�produc�by th�soRwar+e troro71!x �hEd'e�acxordan�with TJ pratut�dsss�n cx�ia a�i c:ode� desi�valttes. Th8 s�c3�c Pr�nd a�pp�tiOn,input design loads.and sta@�i�iorrs F�e been prov�ed by ft�e s�at�e us�. Th1s uuf�wt t�trot�r�svi�trj/a TJ Ass�e. -Nat all P►oc�uct�are r�lilyY available. Chedc with your suppi�r�TJ�nkal repr�entaUve for produs�availabNity. THiS ANALYSIS FOR'FRUS JOIST PRQDUCTS ONLYI PRODUCT SUBSTtTUT10N VOIDS THIS ANALYSIS. �1ltowa6te Stress DBs� �usad fa Bu�rtg C�e UBC�g tl�e TJ D�tion�'od�t��abatire. -N�e:See TJ SpECIFiER'S/BUILDER`S C�1lD�S f�mul6p�p�►c�nedian. PROJECT INEORMATION: OPEL4l�TOR OMFOlt41AATlOPI: Terry Madce�on �P P���9��9� 9100�e st rte sui�e 106 �,MPt 55449 Phone:76�7�0-8iJ04 Fax :763-780$Q15 df�iann(rtgdesign(�visi.carn Copyright�2004 by Trus Joist, a BTeyerhaeusar 6us3ccese Paraliam� is a registered trademark of Trvs Joist. �j�� � 2Q52&3 C�S DIPItNG/KiT f/�f/ @ T,,�,,,�,e.,e����,� 3 Pcs of 1 3/4" x 11 7/8" 2.OE Parallam�PSL t�ti e�nz�2oos�ao:��aa �, ���,.,8.5 THIS PRODIlCT AAEETS OR EXCEEDS TliE SET DESIGN C�NTROLS FOR THE APPLlCb4T1�3N AND LOADS L.ISTED � � d 93'9�.. ,. Prodttet D�ra�n i�Cane�rtiraL LOe4DS: �n�ysis is for a He�er(Flush Bearn)Mert�er. Tr�utary Lo�t W�th:1' �t�t Load Group-R�ti2rt-Living Ar�s(�:40.0 i�ve at 1�°!o dura�n,15.0 Dead Ve�L�ds: Type Ciass Live Dead Location AppUcation Ccmm�M Unifomt(plfj Ftoor(1.00) 50.0 20.0 0 To 15'10" Ac�s To Poa►t(�) Floor(1.Ofl) 0 2824 92'2" - SllPPORTS: Ir� Bearirg ve�tica�Re�t�(�) Det�u �r Irtt`�ltlt Length t3v�dNpli�tll`otal 1 Woad c�umn 525" 9.5�" 719/9 079/0!1798 L5 None 2 W�cotumn 3.50° 1.50" 706/2808/0/3313 L1:Bladdng 1 Ply 13l4°x 91 7/8"2.OE Parallam�PSL -Se.e TJ SPECIFIER'S/BUN_DERS GUIDE far d�(s):L5,L1:Btodcitsg DESf�sN CONTROl..S• IYlaxim�an Desdgn Cor�rol Gor�Brot Locat�on Shear'(Ibs) -3289 -3128 12053 Passed(26%) Rt end Spen 9 under�1�'loading Morrtent(F!-Lbs) 1�28 10628 29854 Rass¢d(38%) MID Span 1 urtdBC FIoOr load'mg Live�aad Defl(�) O.Q82 0_384 PaSsed(U999+) MID Span 1 ursder F�r 1�dirtg Totiai Lo�Defl(in) 0.30'1 0.384 Pa�sed(116�8) �AIQ 3part 1 una�r Flaor lo�irtg -E�Cr�teri�S�LL'U460,'R..-U480}. -6���9(��)���P����S�(��td bo�rr�)must be�a#10'6e dc unt�s detailed otherwlse. Pr�er�rr�trt and p�i�onfig aF IafBral bracing f�requir¢d to ach�ve metr�s�bilii}►. �DDITItS�NOTES: -tAQPQRTAWT! Tfte analysis p�sented�awput tr+c�n sofNuate d�by Tn�.to�t(TJ). TJ werranls the sl�g of ils�CFucis�d�soRvnane x�ll�e In�ce vu�h TJ pr�de&i�rt crt�ia a�ui cmde aa�ed de�i�t w�[ues. The sP��I�d a�n���t desF9n�ads.� st�ted dimensians have been p�avided by ihe softwrare us�. This autpuf has not been revie�ved by a TJ Ass��abe. -N�ap products are readdy ava►leble. Chedc w�th your suppHer or TJ technical representaWe f�product ava�biltty. THIS ANALYSIS FC)R TRUS JOtST PROQUCTS OMLY! PRODUCT SUBSTITUTlON VOIDS THIS ANALYSIS. �lNoareble Sir�D�r�itodcf�►vvas t�d f�Bu'�g Code UBC anatyZing fi�e T.i O�ution produc.�Gsted�. -Ntate:Sse TJ SPECIFIER'S!BUILDER'S GUtDES for mu��y c��on. PROJEGT INEOR��1T10N: OFERATt)R INFOR�IATION: Terry M�dce�on dfP P�►�9�9n 8100 batWnore st ne suite 1� @Iaine,RAN 554�49 Phane:7�3-78Q�800�4 Fau :763-780�015 �Fpp�annhjgdes�n�visi.c�n CopyrLght�2004 by Rrus Joist, a@teyerhaeuser Buainesa ParallamCrJ is a cegistered tradamark of Trus Joist. ��`..1�j�y��� �zs3 cas oa�wc�►v T�6.,��',,�.�';��,� 2 Pcs of 1 3/4" x 11 718" 2.OE Paraltamg PSL ��, ��:�:5,►�, P�, ���+.,6.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE AP�LtCAT10N AND L0�4DS LISTED � a s��� � Pro[�,est D�mr�ts�on+ceput�. LOAD�: Analys�Is far a Hsa�ier(Fp�sh Be�m)Member. Tnbutary L�W�ih:1' PrSnary Load Group-Resident[ai-Laie�Ar�(tos�:40.0 Lirre at 100%�ra�n.15.0 Dead Ver�l L�: Type Cfass Uve Dead Locatlon Applica�on Commert UniForrr�pl� Floor(1.0�) 640.0 240.0 0 To 5'10' Ad�To SUPPQRT3: Inp�R Beari� YerF3ca1 ReadtonB Ply Depth Nai{irtg Detail Other Wid#h Ler�th {Ibs) De�th Ltve/Dead/Up1iftlTotal 1 Micra�rn LVL 3.5U° Flanger 2026!7�/0/2824 N/A N/A N/A H1:Fac�e Mount Norte � Han�r 2 Stud watl 3.50" �E.82" 1941/765/0/27� tVIA N/A RI/A A3:Rim Boat�d 1 Pty 1 1/4�x 117/8"0.8E'fJ- St�Rim Boart�l -5�TJ SPEClFiER'S/BUILQERS GUIDE for detail(s):H1:Face Mamt Hanger,A3:Rim Bosrd HANGERS: Wo Manu#actur�er Sel�cted �RPo� ii�ode( Slo� Skem► Revers� Tap F�nge Top F�nge Support Waod Fia� Off�t Sicpe Spec� i H1:Fxe AAount Ffan�r NQNE FOUND 0l12 Q N/A N!A (d/A f+UA QES1GId CONTROLS: - �Ila�dmum Destgn Control Corrtrol Locatlon Shea�(�s) 2548 1810 8035 P�sad{20%j U.end Sp�1 urtder Ftnar IQading Motr�nt(Ft-�bs) 3423 3423 18902 P�(97%) MtD Span 1 unc#�Fl�r badir� ���C�) 0.020 0.134 P�sed(U999+) MID Span 1 urt�r Floor bading T�a1 Laad Qef�{'m) 0.028 0.134 P�(1.l�98+) RA1D Sp�9 u�r F�i�ing -�on Cri�eria:Sp�(LL:U48Q,TL:Ll48Q). -B�ing{Lu):AU oanpr�essiai edges{top and bottom)must be brac�d at 510°o1c unless d�iled othervv�e. Prop�altachrr�t and p��onU�g of la�ral brarang�r�{uir�i to achi�re rr�err�ber stebitiity. PRO`IECT INFORMATIOM: ORERATOR INFORMATION: Terry Mikkels�l dfp planning design 9100 i�lffomcre&t rte sui0e 106 b�irte,MN 55�149 Phorte:763-780-St�4 Fax :7�i-780-8095 dfpP�ar►r►ingd�si�v(si.com Copyriqht O 2004 by Trus Joist, a WeyezOaeuser Business Parellama�and Microlla�ase registered trademar&s oE Trvs Joist_ ���� �- �zs3 cas on�i�►v T,.�8J6�,�,,�._�� 2 Pcs of 1 3/4" x 11 7/8" 2.OE Paraltam�PSL �2 ���.� THIS PRODUCT MEETS OR EXCEEDS THE SET DEStGN C4WTROLS F4R THE APPLICATION AND LOADS LISTED AI?DI'1'IONAL NOTES• -IAAPORTANT! The an�ysis pt�enbsd��tput from sa�are de�►�bY Tnts.to�(TJ). TJ warrants�te s�ng of its produds by this sof�atare will be accorr�ished in acxordanoe aMh TJ product c�s(gn criteria and co�acx� dss�n walu�. The spec�c pradud app�on,fiput�as�n to�,ar� stat�i dtrr�nsians have been provided by Ute software us�. Th��vt h�not been�ev�by a TJ Ass�. -Mct a{I pr�are read�y�'lab�i. Ct�cic�h your su�or TJ�chntc;�l r��tive f�produd av�abi�ly THIS ANALYStS FOR TRUS.tOtST PRODUCTS ONLYf PRODUCT SUBSTfTUTtON VOlDS 1'H1S ANALYSIS. �e Stress D�1��tt�dobgy vr�s u�for Buil�r+y Co�UBC�alyz�g tt►e TJ D�tr�ution�dud�Aed�. -Na�:See TJ SPECIFlER'S!BUlLDER'S GUIDES f�mult�le p�►c�onrtection. PROJECT INFORMATI�N: OPERATOR IN TION: Terryr M�ckelson dfP�lannin9 ai�si9n 9100�re st ne sui�1� blaine,MP! 55449 Phone:7B3-78Q$004 F�c :763-780-8015 dtpplanningde�ign(�visi.corn Copyright�2009 by irua Joist, a aTeyerbaeuser Businesa Paralla�and E2:icrallm�are registererl trad�arks of Tru� doist. e��'� �f` 2052�i GRT RfiA/HALL �.R.�m T,�6.18�,�,.�� 3 Pcs of 1 3/4" x 14" 2.OE Parallarn�PSL �� ��+.�� T'HIS PRODUCT II�EETS OR EXCEEDS THE SET DESIGIV C�NTROLS �OR THE APPLNCATIOM A{VD LO/ADS LISTED �, 9�'3.. i P[othcc�Di��am is Come�tte�l. !.d?AD$: Anaiysis i�far a Drap B�m Merrtber. Tn'bul�ary L�d Wuf�r:1' P�L�Group-Resider�Gal-Living Are�s(paf}:40.0 L�ve�1 W°!o dursdion,'15.0 Dead Ve�Ucal L�: Ty�e Class Live Dead L�:ation Appiicatlon Commerrt Urt�crm(p1� Ffoor(1.�) 720.0 270.Q 0 To 14'4° A�s To Un�am�p� Ftu�(9.�) 3�.0 i46.0 14'4"To 15'3" �To Point(fbs) Ftoar(1.OU) 0 3427 14'4" - SUPRO�t'1'S• input B�rirtg Vertic�l Reactio�(Ibs) D�4ai1 Ofher IM�iti� Length Livel6eatiUllp�ft/Yotai 1 Woacl calur►m 5.25' 2.10° 5791/2488/0/8279 L5 Pla�B 2 W�colUrrm 5.25° 2.$0" 5497/5522/0/11018 f..5 None �TJ SPECIFIER'S/BUILDERS GUIDE f�detail(sj:LS DESIGld C�WTRC?I�S: �Aaxim�an Design Co�ntrol Car�oi Lot�ion Stc�r(6u) -9 0826 -7T02 14210 Passed(54°�) ftt ertd Span 1 ttndsr Ftam laaditlg Morr�ent(F�Lbs) 29556 29556 40743 Passed('73%) MID S�n t un�r Fioor to�ing ude Lo�Defl(in� 0_357 o.48a P�sea{uas2� 4A�a span T una�Floor�g Total Loa�i Defl(in) 0.523 0.731 Passed(U335) INID S�1 under Floor toading -Defiection Criteria:Sy�cified(LL:LI3SO.TL:tJ240). -Bracin9(Lu)-AN c�r�s�an�(tc�and�)rra�st be bras�d at 7 d'6g dc un�.as�ailed oU�. Pro�atlachrt�nt and�sftiorting af�I hr�irtg�re.qttired to ar�ieve tr�atabiRty. ADDI'CiONAL NOTES: -i&APORTi4PIT! The anatys�pt�n��au$urt frorr►�ft�vat�de�rel�by Trus.�St(TJ). TJ warrants tf�e siang of�produds by tl�sofhxare t�ip be ��u►ce vr�t TJ pro�►d��and code� d�ign wa��. The spea�c R�appllcatian,�put desigrt t�.a�►d sE���ha�e b�rt provided by ti�so�us�. This�ut F�as not b�n�by s TJ�. -Not aU pr�uc�are read'rfy svait�le. Ch�c�nth your supplier or TJ t�►�al repras�tt�far produc3�. -TiitS ANALYSIS FOR TRUS JOiST PRODUCTS ONLY! PRODUC7 SUBSTITlITI0A1 dQIDS'i'HI3/WALYSIS. -�►Uouvabte Stress Design rt�thoda{�y u�s�f�Bu�dhtg C�e UBC ana{yzing U�TJ Distrihution p�fud Gs�ed above. -Nate:S�TJ SPECIFtER'S/BUILDER'S GUfDES f�mu�te plyt t�tn�ion. �ROJ�r i��o��o�: OPERA'T�I21N�012NIA770N: T�vy AAikkelsan �P R���n 8100�te st ne suitie 1� blaEne,MlIV 5.54�49 Phone:763-780-�00�4 F�c :763-78t?-8015 dfp�lannin�vGgi.c�n wpyright O Zuo4 by Prns �oist, a Weyerhaeuser Busiaess Parallat� 3s a registered tradamark of Trus Soist. 0��� �" 2Q5283 FOYER HALL v.v/� ,-,,:�6.,6�,�.�,� 2 Pc� of 1 3/4" x 11 T!S" 2.OE Parallarn�PSL �; ��b+.�� TIiIS PRODIDCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATIO{d �►ND L0�1DS LISTED ����p� �������� �o/�{Vi7� Ana�ysis�S for a H�der(Fhssh Beam)Memt�r. Tributary Lo�f W�:9' Ptimaty Lcacl Gratp-R�-L'nr�'►9 Areas(ps�:40.0 l.ive at 1�°k dwatilon.lSA Qead Verticat Loads: Type C�ss Live Dead Locatian ��Ikation Commee�t Unifomt(plfj Fl�r(1.00) 50.0 20.0 0 To 4'10" A�To Point(�s) Fl�r(1.00) 0 4476 1'8" - SUPRaRTS• laip�rt Bearlrtg Yer�r�l Reac�ar�(ibs) Qeta� Oti�er dVtc�t Le�th LivedDeBd/�pliftlTof�l 1 Mkxaflam LVI.bearn 5.25" 1.50° 224/3203!0/3427 A3-Rim B�rd 1 Pty 1 1/4"x 11 7f8"0.8E TJ-Strand Rim Board� Z Woed column 3.50" 1.50" 211 1 1505/0/1715 L1:Biocking 1 Piy 1 3/4"x 11 7B°2.OE Paral�m�PSL See TJ SPECIFIER'S/BUILDERS GUIDE for dai�f(s):A3:Rim Buard,L1:Bl�kirtg DESIGN �LLS� A�aximiun D�@gn Control Co�roi Locatton Sh�r'(Ibs) 3384 3135 7232 Passed(43°!0) Lt end S�n 1 un�r Dead loading Mament(Ft L�} 4456 4274 17912 P�(2A°Jo) MID S�n 1 urtder Qe�d f�ding Live L�!Defl(�) O.OQ1 0.1Q9 P�sed(U999+) AAID Span 1 untter Ftoot loading Total L�al Qefl(inj 0.02'1 0.1 Q9 Passed(U9S9+) I�IID Span 1 ur�r Floor loadtng -Deftecflon Cri�erla:Specified(LL:U480.TL-U460). -Bracfig(Lu)-All compre�Pon edges(taP and bottom)must be brac:ed at 4'10"aJc unte,ss de�ail�ofF►�rwtse. Pr�r atlachrr�ent and�siBoning of lat�ral bracing is renuued to achie�ne rr�rr�ber siabil'ily. ao�non�wo�s; -IMPORTAiVT! The analys�pr�er��au�ut from so�are devetop�by Trus Joist(TJ). TJ warrants the sizing of its produds by tlti�software w�be acxampNsi�in accarclancs with TJ produd d�ign c��td c�accep�ed t�ign values. The speciFc praduct apptica�on.�t deslgn�,�+d s�bed dimensions have b�n pravtded by ttte�fiwrare u�r. Th�oufiput has nat�r►re�►te�ed by a TJ Ass�iats. -Not ali products are r�ilp avaita6�le. Ci�c with yaur su�tier�TJ�nir,at represear�tive for produc�ava�Tity. THIS Ah1ALYStS FOR TRUS.�ST PRODUCTS ONLYI PRODUCT SUBSTffUTtON VOIDS THIS ANAL.YSIS. �Ut�nr�Stress Desi��I m�as t�for Bui�'mg Code UBC ar�tg the TJ D�n pmdutk Ilsfed abave. -dVo�:S�TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply c�nnec6on. PRCBJECT INFO�ATit?N: 4F�ERATOR INFORMA77t3N; T�rry Rfl�Ctcelson ���� 9100 bat6more st rte sui�e 1� blatne.�flP! 55449 Pftt�te:783-780-8004 Faoc :763-780-�95 d�n�n�esi9n�visLc�n Copyr3qht O 2004 by Trua Joist, a Weyerhaeuser Businesa Para118m�and Miciolla�arB regiateied trademarka oE Tru9 Joist_ ��f��� 205263 FOYER T�e.,B� '"„�.,�„�� 2 Pcs of 1 3J4" x 11 7/8" 2.OE Parallam�PSL �� ���:� THIS PRODUCT IYIEET3 OR EXCEEDS THE SET DESIGN CONTROLS F4Ft 1'HE l�IPPLICATi(�N AND L014DS LISTED � �' , . � �•:�� Pro�t[��n is�Comep��l, LO�►DS- Anatys��Yor a He.ader(Flash Bearn)Ih�errrber. Tnbut�ry Lo�i W�:1' Pr6r�y I�ad C�tp-Res�tial-liva�g Aieas(ps�:4QA Liwe at 1t10%duration,15.0 Dead Veracai Loads: Typ� CY�ss Uve Dead Location Applicatlon Commer�t Unifom�jplfl Fl�r(1.�) 670.0 251 A �To 1'9° Adds To Unifarm(ptf� Flo�(1.00) 5�.0 221.0 t'9"To T 6° �To Uniform(plf� Floo�(1.00) 310.0 118.0 T 6"To 8`4" Aa�To Po�ft{�) Floo�(1.U0) 0 1[�7 T 6' - SUPPORT3: input Bearing Vert[cal Reactlor�s Ply Deplh Na�l� Q8laii Oth+er Wldfh Lerx�th (16.a� Deptit Live/�SettcUUpfif�/9'otal 1 Micro(�m LVL 3.50° Har►ger 3086!1410/0/4476 N/�1 WA Id/A H1:Face�flount Nor�e �rn Figr►gEr 2 Wo�c�lumn 3.50" 1.63" 2441!1841 I 0/4281 IVIA N/A WA L1:BloGdng 1 Piy 13/4"x 91 7B"2.OE Paraltarr�PSL -See 7J SPECIFIER'S!BUtLDERS GUfDE for de�7(s):H1:F�I�aunt Manger,L1:Bixking HANGERS• Rio Manufa�tur�er Setected Sup�scrt w Madel Slope Skew Fievee�e Top Flar�ye Top Flange Sup�rt W�i Flang� Ofl�et Slope Species 1 H?:Face Mount lian�r fdONE FOUND 0/12 0 Pll/d N/A N!A N/A D�si�a corrrRo�s: �lax�num D�ign Co�rtro! Cor�ral Locat�an St�r(�s) -41� �3648 8Q35 P�sed(45%j Rt end Sp�an 1 un�r Fl�[oa�g RAar�nt(Ft-Lh.$) 9344 9344 19902 Passed(47%) MID Span 1 under Fl�r laadng Live Load Defl(in) 0.104 0.2d2 P�sed(Ug9g+) INID Span 9 under Ft�toading T�al Load Dgfl(irt) 0.163 0.2?2 Passed(U855) MID Sp�1 under Floor�iing -De�dion Cr#erie:S�cif�d{LL:U480,TL:U480). $��9(�-�)������(�P�b�)trwst be brac�at 9'2°dc unless deta�ted othe�wi�e. P�r attacfitr�t and posi�anirtg of�al �is required ta ac#►isve rr�riber st�'6ty. PROJECT INFORMATION: OPERATOR INFORMATtON: T�ry MAckelson dfp ptann�g�ign 8100 l�altimore st ne serite 10B bfaine.MN 55449 PhOne:7�i-780-80a4 Fax :763-780-8415 �PA�nnin9d�i9n@visi.can Copyright cb 2004 by Tru� Joist, a RevPrh�euser Husiness Parallam�and Micralla�are registered ttademarks of Prns Joist. �� � ` 2052�i FOYER � ��� T.�$.,e�,,,,�,-��,� 2 Pcs of 1 3/4" x 11 7/8" 2.OE Parallam� PSL �2 ���.+e THIS PRODUCT MEET� OR EXCEEDS THE SET DESIGN CONTROLS FOR 7'HE APPLICATlAN AWD LAe�DS LIST`ED ADDIT{C�WAL NOTES: -1MP�tTAM'! The ana�fsis R�tsd s ou�ttt from so�ta�e den►elo�ed by Tnis Jowst(TJ). TJ vrr�ranls tt�e sizing af its praducts by tltis so�rare wn11 be aa�rr�f�ed'm xcorrlancs with 7J praduct de�n cr�ria and�a�ed destgn vatu�. The sPe�'ic product�n,in�t a�sign�,amd stab�dunensions hav�e b�n provided by the soflware user. This output has not t�n review�i by a TJ Assoc�e. -Nat eli produc.ts are r�d�7y av�ab�_ Ch�lc w�h your supp�r or TJ t�hnica!re.pr��tiwe f�product a�ra�djr. THIS ANALYSIS FOR TRUS JOIS'f PRODUCTS UNLY! PRODUCT SUBS7ITUTION VOIDS THIS AMALYSlS. a4ltowrabte Stre.ss De,algn methodalogy wa�ussd for Buildng Code UBC analyzirtt�tlte TJ Distribsttiort product lis�above. -No�e:See TJ SPECIFIER'S/BUtLDER'S GUIDES far rrwttipte ply conrt�tion. PItOJECT lRIFORlYIATIQ[d: tl�ERAT08z ONFORMATION: Terry 11��1dcelson dfi��annhtg destgn 99 QO 6�re st ne aui�e 9� bia��,l�ltd 55449 Phone:763-780-Sa04 Fax :763-78Q-8015 dfpplanningdesign�visi.can Copyrig6t � 2004 Dy Trus Joist, a 6ieyer6aeuser Bus�ss Pasalla�and lYicrolla� are registered trade�arks oP Trus 3Qist. � C,�,�� 2Q�2�i FOYERlSTAIRS �� T,,,�8.,6�,,�.�� 11 7!8"TJ�110, 2 plies a�,D 46" o% �� ��'�� THIS PR4DUCT AAEETS OR EXCEEDS THE SET DESIGN CONTROLS FOtt T&1E p►PPLICB�1i'!ON AN[� LO�S LlST�D � � , �:�:� � Pror�c D�i,�ra�n��Conceptual. LO/ADS: Analysis is for a Jois4 Member. Pr�ary Lcad Group-Residen�l-Uving Areas(ps�:40.0 Live at 1�%duratlon.15.0 Dead V�tit�l Laads: Type Class LFve De�d La�ation �Itcallon Comment Unifom�ptPy F�t(9.Q0) 50.0 20.0 0 To 14'4" F�To Pa�1t{�ts? Floar{1.�j 0 83 8'6" - SdDPP"ORTS: ^ input Be�arir�g Vertfsal R�or� Ply Qepth NeBi� Detail Otlier vw�, �e�+ (�D � t.�vvemeadru�aotae 1 Micrallam LVL 3.5Q" Har�er 7d5/322/0/9067 tQ/A WA N!A H1:Face Monnt Norte beam Flan�r 2 AAicrotlam LVL 3.50" 225" 738/334/0/1071 N/A WA IV/A A3_Rim B�rd 1 Ply 1 1/4"x 117/8"O.SE TJ- � Strartd Rim Baa� -S�TJ SPEC(FIER'S/BUfLDERS GUiDE far detait(sj:H1:F�e MouM H�,A3:Rfm 8oard HA�'s�RS-NO� Selt�Eed �up�fort �odel Slope Skemr Reverse Tap Flange Top Ftange SuppoR Waod Fla�}es Offset Slope Species 1 H1:Face Mpurrt FOanc,�r NONE FOUWD 0l12 0 PllA IWi4 NIA N!/A AESIGN CQNTR�LS- AA�xim�n Qesign Corstroi Cor�tcal Laca@Eon Sh�(�s) -9041 -9029 3120 P�(33%j Rt e�►d SpBn 1 ttnder Ftoor t�g V�I R�n(Fbs) 1047 1041 2a36 P�(5196) Bearirtg 2 ur�Flcor to�ng Manr�t(Ft-Lbs) 3�B 3666 6Q:30 P��61°fo) M�Span 9 und�Ftoor t�'sg Liv�Lo��I('�) 0.175 0.346 Pas�l(U�48) MiD Span 1 under'Floor load'tng Totai l.oad Defl(in) Q.259 0.346 P�(U642) AAlD Span 1 urtder Fl�r l�g T.�a �i � Pas�d 3�n 1 -�c�eria:s��u.:u�,r�:v4so�- -Deftectian analysis is based on c�i�e ac�an w�h sing��y�of 19t32"Pan�(20°S�n Rattt�g)GLUED&NAILED wood d�lcing. -Bra�ng(Lu);All cQmDre�sion�c3�(toP and hcttom)rra�be bracsd at 3'5"o/c unl�detailed othe�e. Pro�r aitachrr�nt and positloning of latiaral bradng��ir�to achfeve rr�rr�r siab�ity. PROJECT�MFORNIA't1aN= OPERAYnR lNfORMATiON: Tetry IIl�dce�on �P P�►�J�� 91�baibrrtore st r� suiie 9� blaine,MN 55449 Phcme:76;-780-8Q04 Fax :763-780-8015 dfPplanningdestgn@visi.com Copyright 6 2004 by Trus Jo3st, a Bieyerhaeuser Buainess TJIw,TJ-Beam�and MicrollemCa are registered trademarks of Tru& 3oYat. e-I JoisC",Pro and TJ-Pso*'are trademarks of Trus Joist. ��� � 2052p FaYEWSTNRS TJ-Seam�B_�83�Fat�_�os�� 11 7i8" TJ�41�, 2 pli� � 16p olc �Z ���.+� TH13 PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTR�LS FAR 1'HE APPLICATI�M AND LAADS LISTED TJ-Pro RA'TiNG SYSTE�A TNe TJ-Rro R�ting System vehte��d�d floor P�fa�oe fifomiaUon and�based on 8 GU)ED&NAiLED 18t32°P�eb(20°SPan Ra�9) �$• Tfie cont�9 sp�►�sup�M beatr�a. Adc�nal a�s ftu tfi�ra�ng�.tde:GBAfng-Pt�r►e. A sWdural SnBtys�afi tt�e deck hs� not been perFom�ad by the pragram. Corr�par�on Vawe:2.9 ADDiT10NAL N071cS• -{MPORTANTI The ana{ysis�6ed�output fran so�ne devetoped bp Trus Joist(T.�. TJ warran�tF�e smng af ils products by t�Is soPo�vane o�be accar�lished in a000rdance atidt TJ product des�jn cri�er�artd code atx�epfed design values. ll�e specxfic Praiud appAcadon.�t desi9n lo�.s,�d sffi�d d�r�ians have bee�pnav"xted b�r tt�s�e user. 7THs outpttt has rEot been revk.�a�ed by a TJ�. -INot all produda�e r�diiy ava�ble. Check with your su�l'�r�TJ technical rep�enta�ve fiar produd ava�y. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PROqUCT SUBST1711110N VOIDS THIS ANALYSIS. awo,��str�ne��n r�t+,od�oeY,��d�eu�co�uec�y�tr»e T�n�a�u�on�odu���r�e. -Nofie:See TJ SPECIFIER"5/BUILDER'S Gi11DES tar rr�l6pte ply c�►nection. t�RO.lECT IN�ORM�4TlON: OPERA70R 1�16FO�ATION: T�ry Mikke�on dfP p�r►nir►9 design 9100 ba�f�rrmre st rre su�e 1� blai�e�AAN 5.'"i44S Phone:763-780-8004 Fax :763-780-8D15 dfpplanningdaslgrt�visi.c�n Copyright C�2009 by Tzus Joist, a 6leyerhaeuser Bueineas TJI�.TJ-Beaa� and Microlla�aze registered trademarks of Rrus Joist. e-I Jofst*',Pro"and TJ-Pro are trademarks of Rrus Toiat. !�'j� �- 2oszss e�►rH wovv T�e.,g�, "��"��,� 2 Pcs of 1 3/4" x 9112" 2.OE Parail�m(s�PSL Us�:1 8P1ZI2405 7127:17 AM �, �d�,.,e.5 THIS PRODUCT �AEETS OR EXGEEOS TIiE SET DESIGN CON7'RAL� FOR THE APPL.IC/4TiOR1 l0►N� l.OADS L.I�►TED ldleta�ret�lo�e:�ri2 Root�1op�e�:9F �g•�e_.__�, ,U�ne�sions are horiza�ut�l. Praduct D�am is�Conee�►ral. LOADS: Analysis�tor a Drop Bea►rt Member. Tr�ry Loaci W�:9' Pr'vnery Loed Gratp-Roaf(pst�:4U.0 Ltve 8t 125%dur�iaat,15.0[�ad V�laa�ls: Type Class Live Qead Loc�tion Applicatton Commen¢ Uniforrn(� Roof(125) 65D.0 244.0 0 To 2'9' �To Unifolm(pl� R�f(125) 180.0 68.0 2'S"To 3'6" Adds 70 Paint(t�} Raof(9 25} 0 8481 2'8" - SU�RTS: lnpert 8earing Vertica!Reactimr�(ibs) DetaEf Oth�r Yl�th Lertgth Live/QeadNpliitlTotal 1 Waod column 5.25" 1.50" 1192/1452!012644 L1:Blodcing 1 Ply 1 3/4"x 91/2"2.OE Paraflarrt�PSL 2 Wood column 5.25" 2.56" 871/5840/0/6714 L1:Blocking 4 PIy 1 3/�"x 91/'L'Z.OE Parafiarr�PSL -S�TJ SPECIFlER'S/BUILDERS GUtDE f�d�s):L1:Bl�lti►tg DESlGN�NTROL�• RAaximwn Des9gn Control Cantroi Locatlon Shear(tbs) �613 -9718 5786 P�(30%) Rt end Span 1 un�[?�d loading Mament(F�tbs} 2863 2533 11751 Passed(22°�) RAID Span 1 un�Dead laading t�ve L�D�I(in) O.OU4 0.� Pas�d(L/899+) �A{D Spen 9 under Roaf to�ad�tg Total Lo�l�i(in} 0.018 0.l44 P�(L�9.9+j MID Sp�9 undEr R�f l��g -Dsflec�on Criteria:Sp�ified(LL:Lf380,TL:1J240). -Br�ng(Lu):Aq cromPr�ion ed,qes(Uop and bottcrn)rrpist be braoed at 3'6"otc uN�s detailed otheror�e. Proper attachrr�r►t and pasitioning�F lafieral br�rtg�requ€�ed to achie�re rtsember st�y. -�i�n�urr�adequate oor►tinuat�lateral supp�t of the c�r�prassion edge. nDomc}�►�.No�s: -lMR�tTAWTt The artet�►s�pr�ented is oufput trom soRwane devel�ped by Trus Joist(T.I). TJ wartan�the sizing of i�pnoduc�s by th�;s4ftware u�l be �lished in accoNan�vuitl�TJ produd design ixiteria and code accep�ed c�ign values. The spe�c R�oduct aFF�,�P����•�d stat�dim�r�sians have b�n provideci by the sofivaare us�r. Th�output h�not�revlewed by a TJ�4ssociaie. -Fdot�pr�,c�s ar�e r�luy evatlabte. cnedc r�tl,yau supplier or TJ�nnical representative for producc a,�iGiyr. THIS NdALYSIS FOR TRUS JOIST P1tODUCTS ONLYt PROI}t1CT SUBST{TU710N VOIDS THIS ANALYSIS. -RJtourabte Sfi'ess l?�u�t�togy v�t�d fa'Bu�g Gode UBC analyz�g the TJ D��produt�f�ed a6ove. -NoAe:See TJ SRECIFiER'S!BUILDER'S GUIDES f�multiple ply c�nnecUan. PROJECT iNFORMATtON: OPERATOR INFOIiMAT10N: T�ry M�Cketsan �P P��9�� 9100�st r►e sui�1� atatne,MN 55449 Phone:76�780-8004 Fax :763-78Q-8016 dtpplann�g�,s�vbsi.c�om Cappright 0 2004 by Trus Soist, a weyerhaeuser Busiaess Parallams� is a reqiatered trad�ark of Rrus Joi�C. 8��� r,�`�-f- 205263 BED 3 BOX T,,-�8,8�,���� 2 Pcs of 9 314" x 91/2" Z.OE Parailam� PSL �, �„�4:0��+, �1 ���,.,e.g THIS PRODUCT MEETS OR EX+�EEDS THE SET DESIGN CONTROLS FOR THE APPLICJ�ITIDN AND LOADS LISTED �Aets�er sbpe:+��i�R�f�rlone9.�i2 i �y� b g' 1 I��ne�rsiOns aze hotizonRal. Prah�t D�agram i��ottce�h�. LOADS: Anaiys�is far a Dr�Beam IVle�r�er. Tr�uta►y Lo�l Width:1' Ptimary Lo�Clraup-R�f(psf):40.0 Live at 125%dura6or�.f 5.0 Dead Vet�al Loaas: Type Class Liv� Dead L�atlon klppltcatlon Comment Ur�arm(pi� RooK125) 680.Q 255.0 0 To 4'$" Adds To Unifam�(pI� Roaf(125) 140.0 38.Q 4'9"To T �To Pair�ttis) Raaf(1.25} 0 8172 4'9" - SUPRORTS• Input Bearirtg Vertfcal ReacSi��(il�) Detall Utt�r YMdth Length Uve/�eadNplif�lTotal 1 Wood colurnn 5.25" 1.98" 2349/2783/0/5143 L7:Btodcing 1 Ply 1 3J4°x 91t2"2.OE Parailam�PSL 2 Wood calumn 5.25" 2.38" 1386!4853/0 l 6239 L1:Bioc�ng 1 Piy 1 3/4"x 91/2"2.OE ParaGarr�PSL -Se�TJ SPECIFtER'S/BUILDERS Gl1tDE f��1(s):L7:Btoddng Df.SIGW CONTROLS• Ma�ctmum Design Co�ol Co�rtral Location St�3r(!bs) -6175 -4775 5786 Pass�(83°l0) Rt end Spei11 u►1�D�loading Mor�nt(Ft-l.bs) 1458:i 9246 11751 P2�sed(79°!0) MtD Span 1 undet Dead losdtng L3ve Load Qefl(�) O.Q55 0213 P�sed{U999+) MID Span 1 urxier Racf I�ing T�!Larac!Defl(in) 0.991 0.319 P�sed{U401) 111ID S�►9 un�t R�f t�admg -Defle�tion Griteria:Specified(LL:U360.'R:U240}. -Br�ing(Lu):Ali comPressi��(toP and bottom)must be br��T o/c unless�'�d�. Pr�er atlac�ment and positioning of latsrai braang �requtred to achieve mernber siability. -l�esign assu�adequate contir►uat��al su�Ort of ttee co�r�ession�. �,DDITIOWAL MOTES: -IMPORTANT! The analysis pre�nted�output f�n soTt�rate developed by Tn�Jo�t(TJ). 7J warrants tlte si�irtg of its products by tlt�sofinrene wilt be a�rr�lished'm acxordan�aa�h TJ product design cxi�eria snd c�o�a� design va(ues. The specific product�.input design i�ds,and slat�d'm�nsions have besn pr�by the saFlwara user: This autput has rwt been revfewed by a 7J Ass�iate. -Pioi aH products are readily avai�b�. Ch�c vui�your su�r or TJ technical repr�enfaUve fa�praduc�avai�lity. THIS ANALYSIS FOR TRUS JOIST PRODUCTS OWLY! PRODUCT SUBS�1'flTfiON VOf0.S Tii1S ANALYSlS. -�S�S D� was used f�Bui�ng CadB tiBC�g�TJ D�sUt'D�On�d�af�ve. -Rlote:SEe TJ SPECIFIER'S/BUILDER'S GUIDES for muttf��y c�ttne�. PROJECT IRIFARMATION: OPERATOR INFORMATION: Terry Madcelson �'P Ptanni�d�ign 91���re st� sui�108 bla�e,MN 55448 Phane:763-780-80D4 F�c :763-780-8Q15 dfp�nnin9d�ig�visi.carn Copyriqht 0 2009 by Trus Joist, a Weyerhaeuser Suslness Paralla�is a registered trademark oE Trua Joiat. ��j� � Z�i �AAST BATH WDW �..v�m T�&,��,,,�,.�� 2 Pcs of 1 314" x 91/2" 2.OE Paraliam� PSL t18�:1 �11:Z0:35 ANI �+ ��,.�8.5 THIS PRODUCT MEETS Olt EXCEEDS THE SET DESIGN CONTROLS FOR TIiE t�1PP'LICATION AND LOADS LISTED �e�er Slope:�9�92 Faa3 Slope�}.�92 � $.�,. .� A��bra ate horizontaL PtocNuet Dia�am is Concephe�l. LAAD&' Analys��for a H�er(FU�Sh Beamj nnember. Tnbut�y Load w�r_r Pt�uy L�Graup-Roof(psfj:40.0 Live ffi 125%duration,15A Dead V�Lcads: Type C� Live Dead Locafican App{icatian C�nmertt Unifortr�(pl� R�f(125} 520.0 9 95.0 0 To 8'8" A�To Pant(�) R�f(125) 0 2860 3" - S�UI�RORTS: tnput Bear&�g Ve�l Reactiatrs(!bs) Dei�aa Otlter 1ARdth Lengtti �il�ifo�al 1 Woad c�istmn 525" 2.3$° 2427/3815/0/6242 L1:Btac�cirtg 1 PIy 7 3/4"x 91/2°2.OE Parallern�PSL 2 Wood column 5.25" 1.50" 2427/955/0/3382 L1:Blocking 1 Ply 13/4"x 91/2"2.OE Parallam�PSL -Sec�TJ SPEGIFIER'S/BUILDERS GUfDE far�'!(s):L9:B�dcing F�EStG[�i COl41TROLS• Maximum Design Cor�troi Cor�trol Locatlon Shear{�s) 3138 2422 8035 Pa�sed(30�) Rt�d S�n 9 under Roof loading Moment(Ft-L.d�� 63Q8 8308 16321 P�sed(39%) M!D Span 1 under Raof I�ding Live Laad Ddl{�) 0.121 0.268 Passed(U797} AAID Spart 1 under Roof laading Total Load�fl(in) 0.169 0.402 Passed(Ll572j AAtD S�n 1 urtder Roaf l�irtg -(3etted�C�iEefia:S�'te�{LL:U3�.TL:LJ240�. -Bractn9{Lu)-�11 c.orr�press�n�.s(tQA artd�tt�r►)rrwst!�brac�a9 at 8'8"o/c un�ss�ail�dhervv�e. Pra�er atiachrr�t and pas�ning af tateral ��re�uired to��Sve t�r�st�u1'dy. -Desit,�t�surr��equa6e cx�nt�nu�ts lateral supporE of tf�Es c�r�ssion�. 4�►DDl7'IOP114L RIOTES' -�APORTANTI Ths�pr�r►�d��t fr�n�e�by Tntg J�t(fJj. TJ�tts tlte s�g afi iis produc�s by tt�soft�rare�� �r�hed�t a�dants��7h TJ pradud des�t�tx9�sa and rode ac� �values- The s����n,�rt c���,snd si�dunet�sio�have b�rt providetl by the saftvuare�'. This ou�wt h�nat been revi�by a TJ Associate. -Wat al!ptnduds ane readly availabis. Chedc�yatr suppirer�TJ�nic�l repr8ser�tinre for piudud a�rall�ility -THIS ANALY5IS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THtS ANALYSIS. �S�s D�tgn�todot�y vras used far Buitd�ng C.o�UBC en�y�ng the TJ Dis�ution pradud�.sged above. -Sdo�e:See TJ SFECIfiER`5/BUILDER'S Gt1iDES frn'��y c�tn�ai. �RO.DECT IN�ORMATIOM: OPERATOR IWFOitMATIOW: Terry M�cketson �P P��n�9�� 8100�re st ne suite 106 t�ne,AIMf 5.5449 Phone:763-780-8004 Fax :763-78a-8015 df�annir�ign�i.c�m Copyright m 2004 by R�s Joist, a Weyerhaeuser Buainesa Paralla�is a registered trademark of Trus Joist. ��j�/�� 2�5283 MAST BED WDW T�e_18�, �,,�.�� 2 Pcs of 1 314" x 91/2" 2.OE Parallam�PSL �� �'��++� THIS PRODUCT MEETS OR EXCEEQS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �rtern�er sMpes��1'�Root�lo�r12 1 � 1 [ � � � �.cA L Ao�aio�aze narizo,�ta1. P�oduct n���n is comeryt�. LOADS• Anaiys�is for a Drop Beam M�nbet. Tr�bu#ary Lo�Wi�h:1' P�imary Load Group-Roof(�fj:40.0 Live at 125°k duration.15.0 D�d VetUcei Laads: Ty� Class Lhre Dead La�tion Applicattor� Commerrt Unifort�plfl Roof(125) 180.0 88.0 d To 4'6" Adds To Unifonr�pi� Roof(9 25) 58Q.d 218A �'6°To 8'6" A�To Point{fbsj Roof(125� 0 3190 4'6" - �UPPORTS: Input Beari� Yert[cal Reactior�(tl�) Qefail Other 1Mdth Le� UvefDeadNpiiff/Totat 1 Waa!cok�mn 5.25" 1.50" 128Q/2020/Q/33Q0 11:Bl�dng 1 Ply 13/4"X 9112°20E Paralfart�PSL 2 Wood t�lumn 5.25a 1.81" 2190/2564/0/4753 L1:Blocking 7 Piy 1 3!4"x 912"2.OE Parallarr�PSL �TJ SPECIFIER'S J BUtLQERS GU@E€�r�s�L7:Blo�cing DESIGN CONTROLS• Ma�cimtan DesigA Control COntrol Location Shear(ibs) -4484 -3692 �35 Passed(46%) RG end Span 1 un�r Roof toading Mort�nt(Ft-Lbs) 9Q663 1Q&63 96321 Passexl(65%) MtD Span 1 under R�f t�ding tJve L�1 Defl{�� 0.080 0262 P�(U989+) MID Sp�1 und�Roof la�fng Tolai Lo�De�(in) 0.245 0.394 Passed{U386) �lBQ Sp�t 1 under R�load�tg -Deft�ion Cr�er�:Speafi�t(LL:U360,TL:U240). -Bracin9p-u).Aq c�r�sion�(t�and battorr►)rraist be braced at 8'6"dc un�s d�led athe�e. ProPer attac�rr�nt arsd posi�onirtg��teral brac:�tg�requir�m adt�re t�r s�'Gty. -�esigrt assurr�adequate conanuous lateral support af the c�rr�pressian e�e. ADDITIONAI_NOT�.S: -IAAPORTANTI Tha�alys�pr�er�is output from so�+ana develop�by Trus Joist(TJj. TJ warranLa the sezing of if�produc�s by this soiiware vrAl� [n�orda�tc:g w�h TJ prnduct des�n cxifi�ar►d t�ac�d desi�t valu�. The sp�tc produd�on,6►put t�ign l�ds,a�d sta�d dim�nsians have been proti�ded by the safiware user. This output ha�s not b�n re�rieH►ed by a TJ Associa�a. -Not aU producta ere read�iy availabEB. Ghecic w�ith your su�tier or TJ�echn�repr��time far produd availabil�ly. -THiS ANALYSIS FOR TRUS JOIST PRCIDUCTS ONLY! PRODUCT SUBSTII'UTION YOiDS THIS ANALYSIS. ,A�ow�Slr�ss Desi�m�odalog5+was used f�Bu�rtg Code UBC analyr�ng the TJ Q�uti�prodiss�I�ffid abotire. -Nate:See TJ SPECIFIER'S/BUILDER'S GUtDES for rrwltiple pfy connection. PRQJECT iNFORII�ATlC1N: OPERATpR INFORMATiON: Terry M�dce�on �P p�►�9�� 9100�re st rre sui6e 1� blaine,MN 55449 Phone:763-780�Q04 F�c :783-780-8015 . ..c�t Copyright� 2004 hy Trus Joist, a�4eyerhaanser Business Parallam�is a zagisterad trademark oY Trus Joist. � �283 SR11NG UVDW � T,►�,8.,���,.�� 2 Pcs of 1 3/4" x 71 7f8" Z.OE Parallam�P3L 11ser.9 �71:13:39 AM �, E�y�,.,e.s THIS PRODUCT MEETS OR EXC�EDS THE �ET' DESIGN GON'f ROLS FOR THE APPLIC�lTION ANC9 LOADS LISTED [vlemi�er�ta�e:��9?�Soo!�.�12 1 � 9�' 1 AR�nsio�are harizo�aL Prod�t I1ia�r�tn is Canceptt�. LOADS: Anal�+si�is for a Qrop Bearr►M�rtber. Tr�sutary L�UV'aRh:1' Pfir�ryr Load Group-Roaf(psf�:40A Live�125%duration.9 5.0 D�d Vertical Lo�: Type Class Live Dead Locatlon AppiFcatfon Commer� Uniforttt(pIfl R�f(125) 180.0 68.0 0 To 5'3" A�T� Uniforrn(pt� Raof(1.25) 700.0 Z�i.O 5'3�To 10' �To Povtt{�s) R�f(125) 0 6211 5'3" - SUPPORTS• Input Bea�ing Vertical Reactions(tbs) De�a�U �r YYidth Length L.ivetDeaiittJpiif�'lr�l 9 Waod c�lumn 5.25" 2.01° 1648/3625/0/5271 L1:�lockfng 1 Ply 13l4°x 14 7/8°2.QE Parallam�PSL 2 Wood c�lumn 5.25° 2.86" 3024 1 4473/0 t 7486 L1:Blocicing 1 Ply 1 3/4°x 11 7/8°2.OE Parail�PSL -Se�TJ SPECtFfEft'S/BUtLbERS GUtDE f��s):L1:Bt�tg �DESIGN CON'PROLS• 1l�axim�n U�Ign Contral Co�ol Locatlon Shear(�sj -7174 -6025 10044 P�ssed(60%) Rt end S�n 1 und�R�f(�ding MOrs�At(Ft-Lbs} 21685 16578 17912 Passsd(93°!oj AAFD SpSn 9 untter aP.ad I�ding Li�e L�Oefl(�) 0.0� 0.393 Pass�(L/989+j AAiO S�t 1 urs�Roof to�iing To�Laad Deti(�} 0.369 0.469 Passsd{1.1311) AAID S�1 a��r R�t�irtg -0ef�n Criteria:Sp�(LL:U360,TL:U240). -Br�ng(Lu):AO cx�rqor�s[on�(t�and boikorr�)�st be braoed at 4'9"alc unless d�oltrerw�e. Proper a�achrr�ent and�a�ing of� �racin��required to achf�re rr�nber stabillty. -Des�n assurr�s adequate�t�uetrs�ter�support of the c�r�r�sion edge• ADDiT10lOfl�L.�TES• -IMPORT/4NT! The anahrsis presented�output ftom software dev�ped by Trus Jofist(T.�. TJ wartartts the sizir►g of fts pr�ut�s by th�so�e wdi t�e aaxar�fished in atxordanr.e wilh TJ produd t�sign c�er�and c�de� des�n velues. The sP�P������R�����artd sta6�dnr�ensians have been provided�}r the sofluvane us� Th�output has not b�n rev�ured by a TJ Associs�e. -Not�1 produds are readily av�le. Cft►eak wittt►your suppGer or TJ t�hna�l represerttative for pr�uct avaUa�lity. TH(S ANALYStS FOR TRUS JOIST PRODUCTS OMLYt PROQUCT SUBSTITUTION VOIDS THIS AAt/4LYSlS. -Atlawab�Stress�ign rr�►�aras�far Buik�tg Co�UBC ar►�yzing the TJ D�tlon pt�luct�ebove. -�ote:S�TJ SPECIFIER'S/BUILDER'S GUIDES far muit�le�r�nn�. PRQJECT INFOI�lU11'ION: OPERA70R fP1�OR�AATION: Terty Nl�Cke�on ^ �P P���9�� 91��re s!.ne suRe 106 biaine�MN 554�F8 Phone:763-78Q-8004 F�c :7f�i-780-8015 c�pp�at " visi.c�rrt Copyright m 2004 by Trus Joiat, a Weyerhaeuaer Bneineas Parallam�is a regiatered trade�ark o8 Trus Joist. ������1 �,.-�- 205283 BED 4 WDW T�8.18Sefia1 G�-` .�o� 2 Pcs of 1 3!4"x 91I2" 2.OE Parallam�PSL �� �'���se THIS PRODUGT II�EETS OR EXCEEDS THE SE7' DESIGN C�NTROLS FOR THE APPLICATIORI AWD LAADS L13TED �t�ili�t���L�}''�2�40��+DQ�:'�9 � � d �.�.. L A8�ns�aze NaizaraaL Pro+[�et��n is P.ornce�tu�. LOADS• Anatysis�for a Drap Beam Member. Tnbutary Laad Widt�:1' Prirrtary L�(3r�p-Roaf(�f�:40.0 Live at 125%dura�an.15.0 Dead Verttcal Loa�s: Ty� Class Liv� Dead Location A,ppUca�on CommeM Unffa�pif} Roaf(125) 54t).0 2a3.0 0 To 4'3" Adds To UnHom�ptfl R�f(1.25) 180.0 86.0 4'3"To 8'6" 14�s To Point{tbs) Roof(9.25} 0 38� 4'3" - SUPPOIgTS` Input Bearir�g Veet(cal Reaction��Ibs) Detail Opher Wldth Lee�tli �h►elDeadiUpl�RJTota1 1 Wo�c�lumn 5.25" 4.85a 2191/2741/014$51 l.1:Blodcing 1 Ply 1314"x 91l2°2.QE Parai�tr�D PSL 2 Wood Column 525" 9.�° 9289/2433/0/3722 L1:Bloddng 1 Piy 13l4'x 91/2'2.OE PBrel�m�PSL -S�ae 7J SPEClFlER'S/BU(LDERS GUIDE f��s#1(s):L1:BEa9cfig DEStGN CONTROLS: Ma�ccimum D�ign Co�ol Cotitrol Lacatton SheBe(I�) 4599 3858 8Q35 Passs�{48%) Lt eRd Spart 1 under R�f t�8dimg �lioment(F�-LI�) 11849 8740 9175i Passed(74%) AAlD Span 1 unater Dead l�ng L�re Loagi Qefl(in) 0.�0 0262 Passed pJ�9+) NHD S�n 1 ur�der RoaF t�g T�L�d Dett('m) A.272 0.894 P�(U34$) AAID 3Pan 9 ur�R�I�dk�g -Defi�ion Cri�ria:S�ifi�(LL'L/380.TL:Ll240). -9ra�ng{Lu):au�n�tt�ac�d bo�n)musc be�ac 8'6"ac uN�s��. �a�ci,rr�ant and pasitfan€ng af� braar�is requ�to��rr�rnber'stabillty. -Design asswr�as a�quate c:ontinuous lateral su�t of�e�rtpressron eatge. ADd1TlONAL N4TES' -11f�PORTANT! The anafys�present�is oul�tut fr�n safha+are develaped by Trus Joist(T.�. TJ�►ts the s�tng o�its produc��this software witl be ac�rrtp�he.d M arxarc�nc�ar�h TJ produd design criteria and c�de� de�n walu�. TFte s�a product�ifcation.�put�i�I�s.and sta�d dimensi�s hav+e t�t prov�ed by the soflmrare user. Th�output ha�s rtot b�n revi�red by�TJ Assaaate. -idat aU prcduds ar�r�9y available. Ch�k wiih yonr suppif�or TJ technk�l reAresentatiae for product availab�r. -THIS ANALYSIS FOR TRUS JOIST RR(}DUCTS ONLY! PRODUCT SIJBSTfTtlTI�I VOIDS THIS Ml�►LYSIS. Sd�ss o�rt�ttro�y was useai f�Buil�ng Cade UBc ar�iyzing the T.!D��on produc��aa�e. -Note:See TJ SPECIFIER S/BUIWER'S GUIDES f�rru�le pty cannec:don. ��o.rECT i�Fo�+n�►�o�: l��ERATOR INFO�AIIATION: TBrry �fl�kelson �P R��9�� 91Q0 batt�rr�re st ne sui�e 1� blairte,Mfd 5�449 Phot�:763-780-8004 F�c :7G3-78Q-8015 .t�t Copytight O 2004 by Tzus Joist, a Weperhaeusez $usiaess Parallarm9 is a registeced trade�ark of Trus Joist. � � • Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver:B.00.81 � By:TERRY MIKKELSON,DFR PLANPIING BNDESIGN, LLC on:06-23-20D5:08:17:33 AM Prol�205263-Location: BSMT Summary: A36 W8x35 x 13.83 FT Se�tion Adequate By:8.0% Contralling Fador. Momerrt Cemer Span Deflections: Dead Load: bLD-Center= 0.32 IN V���; LLD-Cerrter� 0.11 IN=U1464 Totai Load: TLD-C�ter= 0.43 IN=U382 Cerrter SRan Left End Readlons(Support A): Lide Load: LL-Rm�-A= 3253 LB Dead Load: QL-R�m-A= 7975 LB Total Load: TL-Wm-A= 11228 LB BearinA Le�th Required tBeam onht.suPPflrt capacity not ch�c�): BL-A= 0.89 Ild Cent�r S�n Riqht Ertd Readions(Support B): Live Load: LL-Rxn-S= 3574 LB p�d�: DL-Rxn-B= 9792 LB Total Losd: TL-R�ut-8= 13�6 LB Bearing Length R�ui�(Beam onfy,support capac�r not chedce�: BL-B= 0.89 iN Beam D�: Centd'SDan LenAth: L2= 93.83 FT Centet Span Unbr�t�cl len�lth-Top of B+e�m: Lu2 Tap= 13.$3 FT Center'SRan Unbraced Length-Bottam of Beam: Lu2-Bottom= 43.83 FT Live Load D�flec�. Criteria: U 360 Total Lead Def�ect.Crit�ia: U 2�0 Center Svan Laading: Uniform Laad: Live Load: w►L-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weighr BSW= 35 PLF Total Load: wT-2= 35 PLF Poirrt Load 1 Live Laad: PL1-2= 0 LB Dead Load: PD1-2= 9484 LB �ocation(Fram tett end of span): X1-2= 5.5 FT Pairrt Load 2 Libe Load: PL2-2= 0 LB Dead Load: PD2-2= 4281 LB Location(From left end of span): X2-2= 13.0 FT Point Load 3 Liye Load: PL3-2= 0 LB DEad Load: PD3-2= 848 LB L�or�(Fr+am left end of span): X3-2= 5.0 FT Trapezadal Load 1 Left Live Load: TRL-Left-1-2= 390 PLF Left D�d Load: TRD-Left-1-2= 146 PLF Right Live Laad: TRL-Ripht 1-2= 490 PLF RiqM Dead Load: TRD-Right-l-2= 984 RLF Load Start A 9 2= 0.0 FT Load Ertd: &1-2= B.25 FT Load Lenpth: C-1-2= 6.25 FT Trapetoidal Load 2 Left Live Load: TRL-LeR 2-2= 590 PLF Left Dead Load: TRD-Ldt 2-2= 221 PLF Ri�qht Live Load: TRL-Riqht 2-2= 590 PLF Ripht Dead Load: TRD-Right 2-2- 221 PLF I�d Start: A-2-2= 6.25 FT Load End: &2-� 9.5 FT Load LenAth: G2-2= 3:25 FT Trapezoidal La�ad 3 Left trve Load: TRL-leit 3-2= 470 PLF Left Dead Load: TRD-L�t 3-2= 176 PLF Riqht Live Load: TRL-Ri�M&2= 470 PLF Ri�ttt Dead L�d: TRD-Right-3-2= 176 PLF Load Start A-3-2= 9.5 FT Loat!Ert�: 8-3-2= 13.0 FT Load Lenqth: G3-2= 3.5 FT Trapezoidat Load 4 Left Uve Load: TRL-L�-42= 620 PLF Left Dead Load: TRD-Le�ft-4-2= 367 PLF Riqtrt Live Load: TRL-Riqht-4-2= 620 PLF Riqht Dead Load: TRD-Right-4-2= 367 Pl.F Load Statt �4-2= i3.0 FT Load End: 8-42= 13.83 FT Load Lengti�: C-42= 0.83 FT ti • �1 Pape:2 � Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver:6.00.81 BV:TERRY MtKKELSON, DFP PLANNING�PIDESIGN, LLC an:�-23-2�5:08:17:33 AM Pro'tect:205263-Location: BSRAT Properties for.W8x35JA38 Yietd Stress: FV= 36 KS! Morlulus of Elastiaty: E= 29000 KSI Depth: d= 8.12 IN Web Thidcness: tw= 0.31 IN Flartqe Width: bfi= 8.Q2 Ild Flanqe Thidcness: tf= 0.5(3 IN Distancs to Web Toe of Fiii� k= 0.89 Ifd Momerrt of Ir�rtia About X X Aads: Ix= 127.OQ IN4 3�tian Modulus Abaut X X A�ds: Sx= 31.20 IN3 Ratlius of GYration of Canpr�sion Flattge+1/3 of Web: rt= 2.20 IN Design Properties�r AISC Steel Construdion AAanuaf: Flancte Buddins�Ratio: FBR= 8.10 Ailowable Flanqe Budciing Ratio: AFBR= 90.83 Web Btu�ding Ratio: WBR= 28.19 � Albwabte Web Bucklinq Ratio: AWBR= 1U6.67 Controltir�ct Unbracsd Len�th: Lb= 13.83 FT Limitlnq Unbraced Lenqth for Fb=.86'F�r: L� 8.47 FT Limitin3a Unbrat�d Lertpth for Fi�.6*Fy w/Cb: Lu= 22.63 �T' Momerrt Gradient Bendin�t Caefficierrt Cb= 1.0 Allowable Bendin�q Str�s: Fb= 21.6 KSI W�Helqht tio Thickne.ss Ratio: hJtw= 23.0 Limitinq Web HeiqM to Thicimess Rada for Fv=.4'Fy: h/tw Limit= 63.33 �►Ilowable Shear Stress: Fv= 14.4 KSI Design R�uirements Comparisorr. Cor►t�'allir�Mom� M= 52001 Ff-LB 5.532 Ft from left support of span 2(Certt�Span) Critical moment r.r�ted by c�mbining all de�ad loads and Inre loads on span(s)2 idominai Moment Strength: Mr- 58180 FT-LB Coritrollinq Shear. V= 13366 LB 13.83 Ft from left suppott of span 3(RI�1ht Span) Critica!shear cre�ated by�mbining all dead loads and live laads on span(s)2 Nominal Shear Strength: Vr- 36248 LB Moment of Ir►ertia(Deflection): Ir�= 79.83 IN4 1= 127.� IN4 / �� � �luifi-Loaded Beamj AfSC 9th Ed ASD]Ver:6.00.81 By.TERRY MIItKELSON,DFP PLANPIING&NDESIGPI, LLC on:06-23-2Q05 Project 2052fi3-Location:BSI�T Summary: A36 W8x35 x'13.83 FT 3e�tion Adequate By 8 0°!o Controtfing Factor Moment LOADINCy DI�►GRAM P 1-3 PZ � A B Center Span =13.83 ft R s Live Load Dead Laad Total Load U�lift Laad A 3253 Lb 7975 Lb 11228 Lb 0 Lb B 3574 Lb 9792 Lb 'i3366 Lb 0 Lb Ce�r Soan Uniform Loading Live d Dead Load Self We�s�ht Total Load W 0 P!f 0 Ptf 35 Plf 35 Plf Trapezoidai Loading �eft LL Left DL Right LL � Laad S#art Load End TR1 390 Plf 14S Ptf 4�J Plf 184 Pif 0 Ft 6.2 Ft TR2 580 Plf 221 Plf 590 Pif 221 Pif 6.2 Ffi 9.5 Ft TR3 470 Ptf 176 Plf 47Q Plf 176 Plf 9.5 Ft 13 Ft TR4 620 Plf 367 Plf 62Q P{f 367 Plf 13 Ft 13.8 Ft Pant Loading "�arre Load Load Location P1 0 Lb 9484 Lb 5.5 Ft P2 0 Lb 4281 Lb 13 ft P3 Q Lb 848 Lb 5 Ft r � �`� • Multi-Load�Beam[AISC 9th Ed ASD j Ver:6.00.81 By:TERRY MIKKELSON, DFP PLANNING�PVDESIGfV,LLC on:�-23-2�5 Proj�t:205263-La�ation: BSMT Summary: A36 W8x35 x 13.83 FT Seotion Ad�uate By:8.0% Controlling Factor. Moment SHEAR, MOMENT,AND DEFLECTION DIAGRAMS - Load com6inafion shawn:CoMratl' She�ar/Moment/Defleciion Di rams 2D000 91228 Ibs c@ 0 ft . 100Qa Sh�r n�► � -10� -20000 -13386 Ibs� 14 ft 6� �52001ftibs�6ft i 30000 � i Momeret � tfk-1b10 � i -30000 � � i -600Q0 � -0.5 i i i -0.25 � Dsflst�rt i l��) � � � 0.25 � 0.5 r�--0.435 in(c�6.8 ft Center Span =13.83 ft Controilina Load Cases: Shear. Gritical shear created by combining atl dead loads and tive loads on span(s)2 Momer�Critical mom�t cxeated by�mbining alt dead loads artd live taads an span(s)2 Deflection: Critical defl�ion a�eat�by combining all dead toads and Itve loads on span{s)2 O,Q,�p,�O ���.� �� ��L� �� /�P� 3-; -�s Principal Dwelling Demolition Permit '�, � �G�' ZONING DISCLOSURE & DECLARATION �os To the property owner: Demolition of the principal dwelling structure on a property may automatically terminate certain rights which may have accrued to the property by virtue of the continued existence of that building. >Rebuilding on a substandard lot of record(i.e.a lot that does not meet the zoning district required lot area or width standards) will, with few exceptions, require variance approval br the City Council, and such approval is not automatic nor guaranteed but requires that a hardship be demonstrated. >Additionally, all current zoning standards will have to be met by the nev�principal dwelling including setbacks, lot coverage by structures, hardcover(impervious surface),height limits, etc. >Where municipal sewer is not available, provision of two (2) sites for a conforming on-site sewage treatment system is mandatory. >Unless specifically approved by the City,all accessory structures must be removed at the time of principal dwelling demolition. The following information is presented for the purposes ofadvising the property owner of the implications ofremoval of the rinci al dwellin on the ro 1. PropertyAddress 7��� ��RY�� S�yp,��f'�1/� PINS#_ r�� ` ��7' �� � � D(�C� � 2. Zonin District �- l� Re uired Lot Area � S�� QY� . � g -�— q y � � Required Lot�'�'idth � Actual Lot Area ���(� S� �' Actual Lot Width �� P =� Lot azea varian e is/�required. Lot width varianc is �e�required. 3. Required Setbacks: Front��} Rear_N� Side� Side S�t� Lakeshore Lot: Lake(Front) �� � Street(Rear) ��� Average La.keshore Setbac : must be met ' 4. Lot Coverage by Structures• limited to 15%of lot area 5. Hazdcover limitati . are a licable/ 0-75'zone= 0%allowed 75-250'zone=25%allowed 250-500'zone=30%allowed 500-1000'zone=3�%allowed 6. ✓ Municipal sewer is available. Municipal sewer is not available;on-site system tesring and design must be provided confirming that two confomung drain$eld sites aze available. The undersigned property owner hereby acknowledges receipt of the above information. Staff Initials ����- Property Owner's Signature Date �-�-ra� (Original: Street File; Copy: Property Owner) 4 • r . � ����e,{�, �„ ���� �'�1�.��,� d�s���' /�� y/�q/� a7JCi�d��L��Vl7C+: �b.��Vl9G1 86"6Jr J.f�7V� LJ!/�J��P JWlVUVI e�.we�7dILL90.TLltlteii��lm'nLLt LVI�Fi ' _ � il.l. A. gOIISe ' � �&� Wr�li` .S F. x S.F: � S_F_ -� _ - 5.�: B_ �ardg� � �- � . 5.�. C. Driv�vap ' $ _ � � � S.F. � � �� 1�. S'rdewa7k x = S�: . x S_P, E. Pativ/Deck x � - S F. x S�: F. Zandssape � _ S F_ Underlain _ � S.� - By Plastic • x ^ Gr F'r,�Lbric 3.�. fs lB:�a�- � TOTAL BARDCU�IN�NE - � . - s.�, A - TOT�4L PROPERT3'AR�A II��1V� - . S.F. B • _ B x I00 = " � A ' �'R�D�SLd��DCO��Z�� - ��T �� �.F. � I'ioras� � - - �h x+'`�h S.F. x S.F. - � = S.F. x � � � 1 O�@7 S.F. B. �arag� � - - ��� �:F. C. Driveway x - _ 5.1�': . $ - �J � ��''°"( � �� S F_ IJ�. ,�rba�s x = 5..�: r • _ "i`� s.F . �. ��m�� x = s� � , - = S.g F. LandscaFe x = S.F. tJiaderla�c � x = SF BY l'lasuc � c?r�'a,liric _ S F. G Other x Tl?TAL HARDCOV��iV ZQ3NE - ��.�t S.F. A Tl�2'AL PRQPEi,�1'YAREA I?�".���4TE t�l��t� �.F.. B A �cl�� = B ��t do'�� x I0� _ 'li� i 3�'1 � 2�4 . � � � c�°d ����y� r`.��0�?.r. �r�v�� �d� �'y_`i^'�, a,�.- �� �E�.�'���'����� 5U-.5II0 5idll�-.�U��' �E�`�AL'�Z�? .�".�..' f�Ih��iT��IV�} (A-�s r 7.'�250 ZNZ�N� ' �.F. ��Ra�R�� � � — �,. gouse - � y�h ^ S� $ _ S.F. � _ S.F -x S.F: , B. Grlrage x ' S.F_ — . � S.F. . .� _ , C_ Drivewa�' x ,�F. � � J.� ' D. S'td�� x . ,�r. x _ �F. E. PaaiolDedc x . _ ' ,��: � — S.F. F_ �e x -' S'-� Iln�er'dain , x - By'Plastte . Or Fabric �.� .� � �� . . - S F. • �T �.DTA�gAR�(7��d�liZO� - _ �F' � � T'DTAL PR�PEI���gN�1� B . a IO�D = � . � g�RjlCC�N&R�Z� % �1: _ . �'RO�S°�' � . — . A. gl�e � v�dda 5.�: x _ S.F. � — . S.� � 3.� x B. Garage _ l'�� 5.�: .x �.1F: C Drivewa�* � . " ,S�: x _ �.t� D. SidewcElk � — �� - . ' x — ,��- E. Patioll�edr � _ � � �� X — �.:F � �msdsurFe $ — S.F. Underlai� � � — BY Pla�� �r Fabric 5.�: x G_ C)tlaer' � ,. �� S.F. � ���ZfiT?ANE - f,��._�� � TDT`dL PRaP��Il°��� a �,��JO x 1� _ . � � n � °� ��f� 2� ' - _ _ f 1 ' ... �. F . '�. �?n 51 ` (^. ! ��. F j �. �+1 T li'.[ . 1. I''° ''r �. �. e: f i,�.r� a � � .� '� 4 xh.. i .� 4 d ; 5 ,�r r� s f r j�i �.. �, -. ;: � �� - "`' c��� ��� , . '�1 �af�,��r - � S"'tJ,C � o-. 1 � t�� Ix �S��h`�'i� 'r�S J ; y �_rdj �� r ary j : � j rk.tr� fi r* ' P A�r �„,�, � �} r ������, State of Mir�nesota � ,� �� , De artmen#af C�mm�r�;Ucens�in,g Di��sion f r��v^i r •. 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'S r 1���' r�'c, �,a�� �fidq L''�`a , � � `License;�pira�ion 4a�ef +� 3131�2006 ' ��` � �on#rnui g duca�ion �� 7��t��:�CE d �p{� �,31� (� " � ,, a � el�.'�.z, tfa ` � � ; 9� �� U, r� ��i'"�`m '-7-! ap ,��,��1 �.a �t��a � '�'�p�, k/7" , �V�G ,�r�,��-✓vxf� \ � � Y°t`�u�� ,�< ����i'c�:.. ,e'�o.. ��C.ati,. .,....�s,��' .�i?. � tm.,�'��d�..#.�sta�. �'�...�.��mil��e� �<:c�� �� ,���..�" \� :.'�"� �C���.����. �q 5,,.v,'i.,.�F,\ [��'��t r h ri �-� ,/ � DAT�f � TIME CITY OF ORONO CALLED IN ��� 7 -OJ� INSPECTION NO IC SCHEDULED %/� 7-C�� � a' ��✓� PERMIT NO. �C����� COMPLETED � ADDRESS ��I�I.� ,'UC%/_�-T� ����'� OWNER CONTR.,'�GtJ l'���s�fn�c� TELEPHONE NO. � ���� �75�.�7 C���� � DESCRIPTION ly 1 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � ING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 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 O6 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 J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOF TO MEET YOU:_YES_NO � COMMENTS: � W . C � J O . a � O � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 4 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP OFDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on it • Inspector. White Copyllnspector's File Canary Copy/Site Notice �� � C�� II� DqT TIME V � CITY OF ORONO CALLED IN i / ���5 INSPECTION NOTICE SCHEDULED I / C55 /�?1 i PERMIT NO. PfZ9l �`L COMPLETED ADDRESS Lf� �f�� /�l � S�D✓'P ,,(�/L OWNER CONTR. C�/G�(C iC} ��GPi''' TELEPHONE NO. �Ll .�—��� y �O C � DESCRIPTION r d�-�-�� � 01 FOOTING 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 � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS 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 J 10 PLUMBING FINAL r/ 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOII�YES_NO �� � COMMENTS: � W a � � � O � � O � W � Q � Z W � W � � d W� ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C, pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑ INSPECTfON REQUIRED.CALL TO ARRANGE ACCESS. Call forthe nex inspection 24 hours in advance. (952) 249-46�0 Owner/Contr on ' e: Inspector. White Copyllnspector's Fi Canary CopylSite Notice V � DATE TIME ITY OF ORONO CALLED IN I-�('�X� INSPECTION NOTICE SCHEDULED (� Z ` �P.ti1 PERMIT NO. �(�`�I I�G' COMPLETED ADDRESS �—Iy�l `��" �J��� SYIC;�. (�� - OWNER CONTR. �C�C/ l�U�c:�1Cc�tCCe�' TELEPHONE NO. —7� �� `� Z Z -I �� Z � DESCRIPTION. ���) 1� �� � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS 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 PIUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � � O �. � O � W � Q ti 2 W � W � j d W ❑WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY �u O ❑CI�RRECT WORK,CALI FOR REiNSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOl1RS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED O STOP ORDER POSTED.CALLINSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i spection 24 hours in advance. �95Z� 249-46QQ OwnerlContr tor s e: Inspector. � White Copyllnspector's File Canary CopylSite Notice V �� DATE TIME CITY OF ORONO CALLED IN I� `"I "O�% INSPECTION NOTICEn SCHEDULED ! �'U(� => >� PERMIT NO. �C�_7 I C'�� COMPLETED ADDRESS ���-I � �'� C'i�T�-1 � I�a�^� ��2 . OWNER CONTR. �-n���T �� C�� I�-��CI('r' TELEPHONE N0. ���'r� ��� � ��7�- � DESCRIPTION ���'�, ���th-� � l� 01 ING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O SULATION 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 = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENT� a� t � �-- � S ,( � 0 �-- S � ta o_ � � W Q — a v t`� 10 Z — J7,ti c�p. W � W � � d W ❑WORK SATiSFACTORY:PROCEED ❑ PROJECT COMPLETE � �ORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 2a hours in advance. (J52� 249-4600 Owner/Contractor on te: Inspector. � White Copyllnspector's Fil Canary CopylSite Notice DA?TE TIME ✓ ��CITY OF ORONO CALLED IN I'Jv"U� INSPECTION NO�ICE SCHEDULED /-3/--�/� � , PERMIT NO. !�����1 Z COMPLETED ADDRESS y�a�/S- .'Uc���t �S�c�,-�. �,c OWNER CONTR. LcJ.i �lC,c v� c�>� TELEPHONE NO. �Cv�� ���G ���7 S� � DESCRIPTION � 01 FOOTING 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 �64 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 J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED C PROJECT COMPLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑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 INSPECT R ❑ INSPECTION REQUIRED.CALL TO AR ANGE ACCESS. Call for the next in pe tion 24 hours in advance. (952� 249-4600 OwnerlContracto n site: Inspector. White Copyllnspector's File nary CopylSite Notice �� �./� j�E TIME � CITY OF ORONO `� CALLED IN �_��/ INSPECTION TI E SCHEDULED c�' PERMIT NO. O�/�Z COMPLEfED ��'� �= � ADDRESS ��y� /v��"��-� �v OWNER CONTR. � I ��� TELEPHONE NO. 7 6 3 `���- �/ � DESCRIPTION I �S C�-1� @''1 � �-�c1�C.Y � 01 FOOTING 11 MECHANICAL RI 18 IXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/1NETLANDS 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W 0. o D IZ � �O z � '' — �.P� I ��s�� -I,��A- 7-�o�..1 /�-S � 0 51�5�� _� W � Q � Z W �C W � � a W� WORKSATISFACTORY:PRQCEED ❑PROJECTCOMPLEfE W ❑ RRECT WORK&PRQCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CO ECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CQRRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURPI ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: v Inspector. ,."�� _S WhHe CopyMspectoPs File Canary CopylSlte Notice �� /_�P,�E TIME � CITY OF ORONO CALLED W FJ INSPECTION N TI SCHEDULED �- '� i PERMIT NO. ���Z-- COMPLETED ADDRESS 7���5 �dY'�t -��'-a u' �'C/ OWNER CONTR. ��G��� TELEPHONE N0. �� �a �9 � DESCRIPTION L���� � � 01 FOOTING 11 MECHANICAL RI 18 EX V GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z 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 J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O a � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOA REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance. (952� 249-46�� OwnerlContra site: Inspector. White Copyllnspector' File Canary CopylSite Notice �� �' T / TIME � CITY OF ORONO CALLED IN �( INSPECTION NOTICE SCHEDULED ' - �=� PERMIT NO.��9/D a--- COMPLETED ADDRESS ���-� /`���- S�� � OWNER CONTR. Cl�lCi��� TELEPHONE NO. 7 3 c� l � DESCRIPTION /L� �W � � 01 FOOTING 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � j t--� `s ' C 0 � � 0 � W � , Q � z W � W � � d W ❑WORK SATISFACTORY:PROCEED Cl PROJECT COMPLETE � ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY W � /� � YJ CI�RRECT WORK,CALL FOR REINSPECTION TEMPORARY � ��BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-46QQ OwnerlContra�o �ite: Inspector. White Copy/lnspector's Fil Canary Copy/Site Notice � �� ������ DATE TIME � CITY OF ORONO / CALLED IN � � INSPECTION NOTI SCHEDULED _z��� � PERMIT NO._ COMPLETED ADDRESS ` -�'P OWNER CONTR. TELEPHONE NO. ��3 ��� �9 �c�— � DESCRIPTION /�/���.YfLC� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 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 ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUM8ING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�YES_NO � COM TS: � O a � � O � `i`'iv O � Q � St � l � � � z W � W � j d W WORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSU C IFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the xt inspection 24 hours in advance. (952� 249-4600 OwnerlCon c .. " site: Inspector. White Copyllnspector's F e Canary CopylSite Notice �:� S'�� AT ' ^ TIME " CITY OF ORONO CALLED IN � �� � �I' INSPECTION I�j�r SCHEDULED Cn• 1.(�l� __��.,,�� PERMIT NO. 'rl � � COMPLETED ADDRESS �' �'" S � S�G� � OWNER CONTR. � TELEPHONE NO. ��PJ ���3 O� �(� � � �C�, �(� � 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS 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 J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � W C � J ! O � � O � W � Q ti Z W � W k j d W� ORKSATISFACTORY:PROCEED Il PROJECTCOMP�ETE W ❑ RRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-4600 OwnerlContractor on s : � Inspector. 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