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HomeMy WebLinkAbout1995-007316 - new residence � � PERMIT CITY OF ORONO PERMIT TYPE: . 2750�kelley Parkway- P.O. Box 66 _ _ Crystal Bay, Minnesota 55323 Permit Number: (612) 473-7357 Date Issued: : - - _ SITE ADDRESS: :.-_ _ � _ . _ �_�:: _�. . .- DESCRIPTION: '-. � - : �,:_:, .�` _:� s . ..:._.:..� --. _.... _ �., L ; ."'1 Sr� �d �E1 3. � . "r '. _�__ ~�ii S. ' ��.I�rl.� ,•'S `�i _ _. r i � ' t� S.L�� � 1 � ... i �_ .. , t'�: F . -, i'l i^' _ �i i W��',t '' ]`+..::i:�:: � : .. .. i .' 1 ��vttiii�.ti: : ii_'! ,._i'�_t_�{i��Tt,?i ,--_ ,; '_.j ;.y 3 . x . x - . e _ � +..�J. '_:.Fi iJ.J.f. ...F i�!•",'-.I'i�:� ��,.i t�ii: _�� ti'-.� .� .�i,���. ' _ _ �+}:};';r'!i: _ . ... . .. _. ... _ _. . . . Si.4i.i_1'1t1r�.':' ftt �•� 1•�: :ML_:i ��'L:i!'�:' . _ - t.::ILL'!t �f.. . '1. -� �il REMARKS: _ _ __. . �_ .. � ... - - - - - - - FEE SUMMARY: :_ �� -,, .�-.r-.: �-��� : . . - _ _.�... . . � , . _ . . ._°�, �, _ _ - . � - - . _ _.. . . .:;ti.,. .e.. �� _ ir, . _- = _ ..�i�._. , =.t' - .� - : ._ _ ...j *• =_.._ . .. ; ; . i�' . CONTRACTOR: -- - - - � OWNER: _ . _ : _��� . ._ ._ . _ ._ _. � _ . __ .. _ . . _ . . . . . _;�, _ , : _. �� � �,,� !:; - - �y - ;;t` .. _... . . �-�; ,r >: ; ::: - - �. , .� �. -� > r r �. � _ - - - � : _.... '_:'!�':.... ...'_. _., _...... ._.. ._...... .....a............ .. _� 3._.i?i'v... ... _. » _ c . . _ . .. ._ . ._.. . .._.. ..,.. _ . . . _ ... __. .. .. : � i � !;����...- .,'�..,� ..._.. �� . .,� _ . 1. _ _. . .. .. .. ._. ., . _. . _ . . ._ � . _ ... _... _. .. .w v.« .. ,.. . . . . �.,..�.... .. ,.�E �1 _.. .c� s�.. : �i � ,_ [ � �. 1� � E I ... ., _, . . ., . _ r� � . ;,{ ; ,,_ -..-._��.- -_ ,. - r . ._. >-,•. °°.at� E : s , ,.:� F ' S_ r a i i �,: � __ r - - --- - �_.s. ... �. - ... � _., :_ ._ _ . .__. . . r_. .. .. . _ _ _ -' w�, .... . . L % � � , / , � � r._ .. .� � � �� ?� .. . ..� , . � , , , APPLIC %PERMITEE SIGNATURE ISSUED BY:SIGNATURE 10i18i94 16:25 THE CITY OF ORONO 612-473-7357 002 �-�.�' • CZTY OF ORONO � SUILDING PERMIT a►PPLICATION � ��f��i� �; �� Date Redeived:_� � �� �� Total �'�e� $ Date Approvsd: /�) � PerseitA= �` �•' Entsred Bys � v ALL INII►pRMA�'IOP MOST BS S�M h�k offrLi�t��o� �i.ArT �I� t�LI. ag ST�R�RD (See C ___--__--_-__ ------__ --------------- ^���r�rw���V�����.������� _ ------"---- anQ) QWNER !z' CONTRACTO �-�p�z�� �s= ������ G� � � 553.s� J�s sx� iwnx$ss= o uh r i P r• l� zrp: S `I ni�l�►" (work) TJNI� �inrt� con��nrr�� YSONS: (homc) pAl� OF OFTNffit s '� Z IP t PLYh10U1"H. MN6 664�3 CITY: �+i�►xLZPiG ADDRRSS t pSONL t_���� � CONTRACTORz 4ioa c�.i;rc;=F,�r-,� ��Rr�e Ci�rs aYpe i � ' F � MAILIN(� I�DDRB3S z � sT�►� ���Sg: � 32 2 0 peotrg= � ARCSITBCT/BNGINEERs ZZP: r�.AZLIN� awnxsss: cz�: REGISTRATION � — l�lhlRB 2 ✓ ACcesaory StzuctuXe M�� pQW AdditiOA Rc���a��+^ Land Alteration Ty�F, OF lPORK� R�--��Altez'ation,�_ Demo�,_ / �� �ROPOSED Wotu (8escribe in d�tail) : �S/l�c° / S n STORIES:w, � SQ' PEBT OF EACH PLOOR= /� /��� �/►�� I T.S� PO. OP BHDROOi�lS s� QA,R,AGB STALZS: ATT.� DET. SSTII�IAZ'ED C0�1$TAOCTIOr1 VALQA'1'IOIi ( ezcludiaq iand 3 s S �Z'Z� � O O ]. �ar a buildinq permit and I ack�ev►ledgp that the ii's�'��matfon z her.eby r�P6� Y Ci.ty and with ttz� 5tate �u1ldi�t a � ermiti�erid abov e i s comp 1 ete and accu heee: that th� work wi 11 be in co�nf ormance .v th t a ordinanGes and codes ot t und�rsca�nd th�i�l ba in aeeezaal�ce with t e appro�'A� P�An � � that Che r+vrk � ' /� �_� � DATEs �rpLzc1�r�s szcuA�v�B= ., CHECK OFF LIST FOR ISSUA�vCE OF PER1ti1ITS FOR OFFICE USE ONLY :�DDRESS OR LEG:�L: ��,�'�� �i-c..: ,CLy��z-�t �i�PID: C`�-// 7-,.� � � � �� ..,�c , tl L` � , DESCRIPTIOti OF �`'ORI�: y��%� �--��: r��-- ---------------------------- _ ---- ZO\�G REV��V BY: � - DATE APPROVED: 9- b -�rs BUII.DL\G REV�W BY: DAT'E APPROVED• �t 6- s --------------� --------------------------___��_�____________ � _ ---------------- - FEES TO BE CH_-�RGED: Misc. Fees Calculated By: PERv1IT Yes +i' �o pL a� ��E�y Yes �— No SEWER CON�IECTION STATE SliRCH:�RGE Yes � No WATER CON�tECTION INVESTIGATION FEE Yes No v PARK FEE SAC Yes No v SITE INSPECTION Number of S�C Units _____ OTHER (specify) -----------------------------------___---__ ` ZONL`G CHECI� LIST Zoning District: 2fZ, i� Shoreland District : ` Fire Deparcmenc: ��- Pos[Office: �- Schcol District: C��c�c� Lot?�rea: Sq.ft. Z + (�c.wS A.cres — Width �R.�.�.q���2. Depth Survey Submitted: Yes �_ �,ro Date of Survey: �'2Z--�S Proposed Setbacks: Front �1�e): S�•S Right Side: (o�l•�� � Rear l�E)� '���` + �n Side: 70�* C� Adjacenc Structures: �/f} Wetland: �/f) _ Building Heiaht: Def. Hgt. Pe� H��' ��'S Avg. Setbac : luff S tback: Lot Coverage: - xistin Proposed HarCcover: �- �' 75- 0' 2=0- p, �00-10 0' Hardcover ariance Requi d: Y s o Dat of Council Approval: _ Grading: St ff �pproval Date. By: Council .�pproval Date: Septic: Staff :�pproval Date: � -c� - 5s By: �'-�--�. Zoning File: n Resolucion: � Resoiution Date: g���KS (in house): 26 ' BL�,DL\G RE«��� CHECI� LIST UgC; 2- 3 CONSTRUCTION TYPE: V� S Foo[ase 5 Per Sq F[g q Z��SLZ� Basemen[ 18 g°l c l S•6 5 = lst Floor l 6 8 9 x (�Z•ba = ! �`� y Z� � 2nd Floor �y�o x b Z•6� _ Q o,�1no'—` Gara�e � 68 x i 5.�3 = t 3 S64 L 2crl ZZ41 c `1`i•24 = 4. S2o'= pp,G� 238 tu•oo 2 3ito TOT:�L Estimated Construction Value: S 26s 15 � �3't Inspections Required: �Vork Requiring Separate Permits: Site Plumbing Fire Hardcover Removal �Mechanical Water Connection � Footing _� Septic Sewer Connection Framing _o� Fireplace _� Lawn Irrigation � Insulation �� (Masonry) Other Wall Board (Mfg.) oL Well (State Permit) Final Grading!Filling DC Electrical (State Permit) � Other RENIARKS (Lti HOL'SE): ----------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Eeisting �e�' Access Approval: Dace By: - --------------- RE�iARI�S(TO BE NOTED ON PERi1�IIT): 27 10i18�94 16:26 THE CITY OF ORONO 612-473-7357 003 �. .. �CITY +of OROIITO Posc Otttce eox ea•Cry�l S�y,MinnM6l1����MO[L��a 0�� On tht North S1wro af Lake Minnstonka � � � • DATA PRIY�C7� �►D'VISORY 04, Subd. 2. "Rights o� subjects of In accordance with M.S. 13. ermit or data", we Nould like to inform yau that Your r�quOat for ' P require �.iCeri6� fxom the City of orono or any of its departments may you to £urnish certain priva�e or con�idential� informmtion. You �ra notigied thatz ,�, The informati°n y�ermit or li ensebrequested�determine your qual.i�ication for the p uire that refuse to zupp�.Y data, but refusal may re9 2. Yvu may the pezmit or licen�e. ttte City deny bQ ,�hared with other 1oca1 , stats oz 3. Th� inf orma�ion may roeess the permit or federal aqencies to the extenti necessary to P license. 4. If ypur r�quested Permitn�az be ome pvblic�es Couneil �ction to appro�e• some infozmation y Z3.04 to review Pr��m`e 5, you have certain riqhts under M.S. date on yvurselt. 6. Your fu1,I nnme is Xaqu�red to p�ocass this application or Pe�l�� T� �y � . �� e ' ` / irf� � ' z.ast f,�c�cr� Fi.rst Mid le /Q 0 �c°•/'' S.� � r � � '�— C��n/ Addresa � � S�(�,G � /f'�D l�� �ip State Ca.tY �,� . � phone Z undarata�n8 my rights as �tated above- . - � 5�gn u e dU1LDiNG Ac 20NiNG-�73'»S� • ADM1tVI37RA'nbN a F[NANCE-477-7355 . PUaCIC woRKb-473-T]s! ASSE6S(NG �� q .,� � ��`.,,; , • ���� ��� coMM . r�o . DFP Planning & Design , Inc . 4797 HWY 1 G ��E�� Ard�n Hills , MN 55112 612-636-68�39 Mir�nesota State Energy Code Calculations Based on Chapter 5 of the Mod�l E�nergy Code 199"?_ Edition -- Adopted 1/1/95 Own�r = DWIGHT & LISA SEWaRD RESIDENCE COMM . N0 = 950322 S�.te Address � C:or�tractor : TONY EIDEN COMPANY Phone � Bld� . class : a1 A1 for 5ing1� Family/Duplex A2 , residential < 3 stories Ov�r 3 stories Other GE�J�RAL INf�ORMATION Note � The section designations ( "Section A" , "Section B" etc . ) are for convenier�ce in calc�alat.ions only , and are not relatid from one set, of calculations below to the next . 1 . B1dg . Walls Perimeter x Wall heights , - Area ground to eave S�ction A = 162 19 .33 = 3131 .46 5ection B � 56 29 - 16?_4 Section � � 4 9 .67 - 38 .68 �ect3_vn D : � G = G � Gross Wall Area - 4794 . 14 2 . Bu.ilding dimensions Floor or Ceiling Length x Width = Ar-ea Section A : 50 38 - 1900 Sectior� B � 15 14 = 210 Section C : 0 0 = 0 Section D � 0 0 - 0 7ot.a1 floor or c:eil �_ng ar e�a = 2110 3 . Rirn Joi�t PPrimeter� = 222 f"].00r jois�t 2 by ( 8" , 10" , 12 ° or 16 " ) ) � 12 Rim Joist Are� -- 222 4 . Doors Area : 49 .8 Thickness ( inches ) � 0 Perimeter ( feet ) : 0 Type of construction= 5 . Total door '� perimet�r � 0 6 . Windows Manufac.turer : U factor : 0 . 32 State ap�roved � YE5 Typ� Neight x Length x Number = Total ( inches ) ( Inchea ) of c�la5s SqFt uni,ts CASEMENT 60 20 15 125 CASEMENT 3b 24 2 12 CASEMENT 42 24 4 28 CASEMENT 48 24 6 48 CASEMENT 60 24 4 40 CASEMENT 60 26 4 43 .33 CASEMENT 48 28 3 28 FIXED 37 24 1 6 . 17 FIXED 36 42 1 1Q .5 FIXED 68 48 6 136 FIXED 60 66 1 27 .5 0 0 0 0 0 0 0 0 7 . Window glass area ( SqFt ) = 504 .5 Type Heigf��t x Lengt�i x Number - Total ( feet ) ( feet ) units Sq��, 8 . Patio Door � 6 .E35 3 6 123 .3 9 . Atrium = 0 G 0 0 10 . Fireplace area Width : 5 Height : 5 Total Sq Ft = 25 11 . Exposed Foundatic�n � h-ieight area A : 0 .67 Perimeter area A = 218 Sq Ft area A = 146 .06 Exposed Foundation Height area B = 0 Perimeter area B _ 0 Sq Ft area 8 = 0 12 . SqFt U factor U x A Gross wall area 4794 . 14 minus Window area SG4 . 5 0 .32 161 .44 Pa�io door area L�� .3 0 .47 57 .95 Rtr�ium area 0 0 0 Rim joist �r�a ;;2 0 .041 9 . 1 Goor area 4�3 .8 0 . 14 b .97 Fir�eplace area 25 0 . 17 �� .25 Exposed Founci . 1���; .0� O .UB 11 .68 * Framing area 479 .414 0 .095 45 .54 equals Totals for net wall � 3244 .066 0 .043 139 .49 Totals for gross wall area : ��36 .42 * Framing area is l00 of gross wall area 13 . Gross wa11 area x factor below = U x A per code Facto7- is . 11 for A-1 single family & duplex .23 for A--2 and other residential .23 for oth�r buildings .28 for over 3 stor� ies Factor is� 0 . 11 BTUH = 527 .3554 MUST BE > OR = 436 .4� ( calculated above ) 14 . Gross ceiling area = 2110 15 . Ceiling framing area ( 10o af ceiling area ) = 211 15 . Jc�ist Area ( 100 of ceiling area ) = 211 17 . Net ceiling area ( Gross ceil . area - Joist area ) = 1899 18 . U ceiling : 0 .021 x Net ceil . area - 39 .�379 19 . U framing = 0 .02�i x Joist area = 5 .064 20 . Total of item 18 x item 19 = 44 .943 21 . Gross ceiling area x factor below = U x A per code Factor is .026 for A-1 single family & duplex .033 for A-2 and other residential .06 for other buildings Factor is : 0 .026 BTUH = 54 .86 MUST BE > OR = 44 .943 ( calculated above ) U YALUC CALCUI.ATION.S , 2 X 6 / BUILTR�TE - R YALUE U YALUC Inside air film .Ga . � � Interior wall -45 �Wall� � - 1 � WALL R Insulation �9-� SECTI� • Sheathing 2-� e043 � Siding -67 Outside air film -l� -`n It iCy111L 23.03 �V — Inside air film -6a � Sr(TU Interior vall .45 � � SCCTION Stud - 6 " G.iO (Craming) U = 1 = � R SheaLhing 2-� Siding -67 _095 Outside air film -l� ' R Tprr�, 10.53 — Interior air film •�a ' �M Insulation 19-� .70I� � 1 Z inch soft vood 1_f38 (Rim Joist) U = 1� _ Sheathing � 2-� i �� Exterior Wall covering •67 mpql Exterior air film -17 f � R Z�0►1'AL 24_46 3 � �; n Intecior air film .68 • ��- �� Insulation �G'.0� . E'DN a Foundation (12 " [llock) 1_2E3 (Coundation) U = 1 = K ._..___- Gxtecior air film .1"1 ------ R TOTAL �'�_13 .17$ i CGILING Wi'1'll VG(�Il'L•'U �'i'l'l�: 5l'/�LI• /�I_tOV� � � � R VALUG R VALUG - E'EtAMI[3G CGILING O_61 Aic Film O_61 � 36_00 In.sulation 44_00 / � / 4_3g Joist � .- ,/ / � _56 Ceiling _56 � � O_61 Air Eilm , 0.61 , 41_SS Total R 45.78 �_ 1 _021 .024 U = � CATEiGDRAL CEILING R VAL(J� R VAL(JE �I� CEILING 0.61 Inside air EiLn 0_61 � _56 _56 Ceiling 14.375 Joist�Spacer� — _ — Insulation 33_85 _ -- r-- - � � — Aic Space -� _67 Roof decking -67 __ _O6 ['elt -� _44 Shingle -� 0.17 Outside air film 0.17 16.88 Zbtal R 36_86 .059 R = U .027 WindoW infiltration .S cfm/lineal foot of crack Residential dooc infiltration 0_S cfm/square foot oc door and minimum cocle requiremenl. [Jon-cesidential dooc infiltration 11_0 cfm/lineal Eoot oL c�ack Ub 12" concrete block no insulation = _781 a 1.2£3 double glass = .52 triple glass = .31 1111 extecior valls and ceilings n►ust have a vapor barrier (0.10) pern� �oaxm ) - Yapoc barrier mu9� be on the inside (heated side) oL vall_ Yapoc barie�s ot Che polyethelene �hin Lilm have no lt value. . � ������ �� .���� � T 01-25-I995 TJBea��(,H) Page ( of 1 TIBEAM� v4.20 sn:`�f401310� I(11 � pGp pi,ANNING � DESIGN 4?9T HVY, IQ N.E. �HDFh flILLS, MN 35112 US� Phone: 836-6889 LIUINGIDi��ING -----------------------------------------------------------------------------------—----------------------------------- Name: DFP PLANNING 8� �ESIGN Project Na�ue: 950322 Page Title: Base.d on ALLOW�BIE STRESS DESIGN ( dSD ) UBC building code for TJM oroducts avai(a'ole through �istri�bution ------------------------------------------------------------------------------------------------------------------------ Application. . .... .. r"loor - Aes. Deflection C�it.eria (HR) He�ber Use...... . ..... .. .. . Beam Load Class�fication....... Floor LL �ef! TL De.f! Mem6er Top Slope(in/ft).. . 0.000 Load ➢uration Factor....... I.00 Span f ll36� l/240 Roof Slope(inlft).. , , ... .. O.00O !ive Load(psf). ......... ... 40.0 Floor Decking. ....... ,.. .... NIA ➢ead Load(psf).... ......... I5.0 Aepetitive Me.r�ber Use..... ,. N/A °artition Load(psU. ... . .... 0.0 fte.inforced Overhangs........ N!A Tributary Vidth('-").. .. (- G,DO ;.ObD: Ciass L➢F Begin End Live Load Dead L��ad �emment 1 Unif(plf) Floor 1.00 0'- 0.00" 6'- 0.00" 440 28S Add Z Unif(pifl Eioor I .GO 6'- 0.00" 19'- 0.00' 940 473 bdd 3 Unif(pif) Fioor 1.00 I4'- 0.00" (4'-f2.00" 440 285 Add 4 Conc(Ib) Floar 1 .�0 6'- 0.00" u 2559 Add S Conc(.Ib1 Floor f.00 14'- 0.00' 0 34C3 Add 3 Pr,s of 1 .75" s 16" HICRC=LAH(91 ES LVI. i.BE ----------------- " 15'- 0.00" " -----------�------------------------------ S I Z E � N A I. Y S I � - A S � ---------------------------------�__---- IHPOAT�NT! The analysis presented 6eloN is output from software developed by Trus loist HacHiflan(TJH). TJM warrant.s the sizing of its products oy this software will be acco�ap!ished in accordance �ith T1M product design criteria and code accepted design values. The specific oroduct application, input design lozds; and �tated di�ensions have been provided by the sottware user. Th�s output has r�ot been ^ev�ewed by a TJM �lssociaf,e. The max�mun unoraced length(s) shown are based on the controlling co�apressive ferces on either the top or bottom e.dgNs of the �e�aber. Lateral bracing needs to be properly attached and positioned to achiev? stability. Note: See Residential Products Reference Guide [or multiple piy connection. Ma;�imum Design AiloMable Control Shear(Ib) 13893 9190 � (5664 f70% RT. e.nd Span ( under F!oe� loadir,g Moment(ft-Ib) d4955 44955 � 46671 104X lfID Span t under Eloor loading Live �efl.(in) 0.319 c 0.500 L/565 HI� Span ( under Floor loadin4 Total ➢efl .(in) 0.625 t 0.750 L1288 H1D Soan I unde.r Eloor loadin� ----------------- " Span ! " Max. Reaction Total(Ib) 9621 f3893 l,ive(Ib) 4933 6267 Required Brg. Length(ir�) 4.�1(W) 6.23(W) Ha�. Unbrar,ed '.engthiin! 32 Cooyright (c) (993 by Trus Joist HacHil(an, a limited partnership, Boise, Idaho, MICRO=LAH(R) is a registered trade�aark of Trus doist HacMillan. TdBeam(TM) is a tradenark of Trus Joist MacHillan. 08-12-1994 TJBeam(TM) Page 1 of 1 � ` TJBEAMD v4.20 sn�214011640 1111 DFP PLANNING & DESIGN 4797 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone� 636-6889 ---------------------------------------—-------------------------------------------------------------------------�-=-- Name� OFP PLANNING & DESIGN Project Name� Page Title� Based on ALLOWABLE STRESS DESIGN { ASD ) UBC building code for TJN products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application,.,.,,,. Roof - Heavy Deflection Criteria (MR} Member Use..... ........... . Beam Load Classification........ Snow LL Oefl TL Defl Member Top Slope(in/ft}.,. 0,000 Load Duration factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking......,,,,,,. ,. N/p Dead Load(psf)............. 15.0 Repetitive Member Use.,.. ... N/R Partition load(psf)......... 0.0 Reinforced Overhangs..,., ... N/A Tributary Width( '-').... 1- 0.00 LOAD� Class LDF Segin End Live Load Dead Load Comment 1 Conc(lb} Snow 1.00 16'- 6.00' 0 1650 Add 2 Unif(plf} Snow 1.00 0'- 0.00' lb'- 6.00' 300 113 Add 3 Unif(plf) Snow 1.00 16'- 6.00' 29'-12.00' 40 15 Add 4 Pcs of 1.75' z 18' MICRO=LAM(R) WS LVL 1.8E � 30'- 0.00' � ------------------------------------------ 5 I Z E A N A L Y 5 I S - A 5 D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Jaist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The mazimum unbraced length(s} shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note� See Residential Products Reference Guide for multiple ply connection. Mazimum Design Allowable Control Shear(lb) 7161 6410 ( 23317 364Z LT. end Span 1 under Snow Roof loading Moment(ft-lb) 51240 51240 ! 11506 151: MID Span 1 under Snow Roof loading Live Defl.(in) 0.115 ! 1.000 L/503 MID Span 1 under Snow �oof loading Total Defl.(in) 1.352 ( 1,500 L/266 MID Span 1 under Snow Raof loading �, Span 1 Maz. Reaction Total(lb) ,-' 1161 4668 Live(lb). 4310 2380 Required 8rg. Length(i�) 2.41(W) 1.51(W) Maz. Unbraced Length(iA) ��Z Copyright (c} 1943 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=IRM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. 08-1L-14S4 TJBeam(TM} Page 1 of 1 TJBEAMD v4.20 sn�214011640 1111 DfP PLANNING & DESIGN 4197 HWY. 10 NE ARDEN HIILS, MN 55112 USA Phone� 636-6889 ------------------------------------------------------------------------------------------------------------------------ Name� DFP PIANNING b DESIGN Project Name� Page Title: Based on ALLOWABLE STRE55 DESIGN ( ASD ) UBC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use................ . Beam Load Classification......, Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor..,.... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft}.,,,,,,,, 0.000 Live Load(psf}............. 40.0 Floor Decking...,....,.,.. ,. N/A Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Partition Load(psf).....,... 0,0 Reinforced Overhangs.,,., ., , N/A Tributary Width( '-').... 1- 0.00 LOAD� Class LDF Begin End Live Load Dead Load Comment 1 Conc(lb) Floor 1.00 10'-10.00' 0 3197 Rdd 2 Unif(plf) Roof 1.25 0'- 0.00' 12'- 4.00' 300 113 Add 3 Unif(plf) Roof 1.25 0'- 0,00' 12'- 4.00' 300 113 Add 4 Unif(plf} Floor 1.00 U'- 0.00' 12'- 4.00° 300 233 Add 3 Pcs of 1.15' z 14' MICRO=LAM(R} WS LVL 1,8E " 12'- 4.00' � ------------------------------------------ 5 I Z E A N A L Y 5 I 5 - p 5 D ----------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provi��d by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or botton ed9es of the member, Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection, � Mazimum Design Allowable Control Shear(lb) 11644 9913 ( 11282 113y RT. end Span 1 under Roof loading Moment(ft-lb) 29696 29696 ( 45484 153� MID Span 1 under Roof loading Live Defl.(in) 0.251 ( 0,411 L/515 MID Span 1 under Roof loading iotal Defl,(in) 0.432 l 0.611 U342 MID Span 1 under Roof loading � Span 1 � Max. Reaction Total(lb) 9225 11644 Live(lb) 5797(R1.25) 5791(R1,25) Required 8rg. Length(in) 4.13(W) 5,22(W) Maz. Unbraced Length(in) 32 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. iJBeam(TM) is a trademark of Trus Joist MacMillan. 08-12-1994 TJBeam(TM) Page 2 of 2 TJBEAMO v4.20 sn�214011640 iiii DFP PLANNING & DESIGN 4791 HWY. 10 NE AROEN HILLS, MN 55112 USA Phone� 636-6884 3 Pcs of 1.75' z 14' MICRO=LAM(R) WS LUL 1.8E " 12'- 6.00' � 13'- 0.00' � ------------------------------------------ S I i E A N A L Y S I S - A 5 D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with T1M product design criteria and code accepted desi9n values. the specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. The mazimum unbraced length(s} shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Design assumes adequate continuous lateral support of the compression edge. Note� See Residential Products Reference 6uide for multiple ply connectioo. Mazimum Design Allowable Contral Shear(lb) 11328 9791 ( 13826 141x RT. end Span 1 under Snow Roof loading Mo�ent(ft-lb) 27121 21121 ( 36381 134: RT. end Span 1 under Snow Roof loading Live Defl.(in} 0.150 ! 0.417 L/999+ MID Span 1 under Snow Roof ALTERNRTE span loading Total Oefl.(in) 0.285 ( 0.625 L/526 MID Span 1 under Snow Roof ALTERNATE span loading � Span 1 " Span 2 � Maz. Reaction Total(lb) 9121 21121 4436 Live(Ib) 4011 13971 3429 Required Brg. Length(in} 4,09(W) 9.47(W} 1.99(W} Maz, Unbraced Length(in) 32 32 32 � Copyright (c} 1993 by irus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJBea�(TM) is a trademark of Trus Joist MacMillan. , , OS-12-1594 TJBeam(TM} Page 1 of 2 �:?BEA�D v4.Z0 sn�214011b40 1111 GFP PLRNNING & DESIGN �i97 HWY, 1G t�E ARDEt4 HIILS, �ii �51i[ USP. Pi�cne� h36-b889 ------------------------------------------------------------------------------------------------------------------------ Name� OfP PLANNING & DESIGN Project Name� Page Title� Based on ALLOWRBLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application....,.,. Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification..,,,,, floor LL Defl TL Defl Member Top Slope(in/ft�,., O.OQO Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft).,....... 0.000 Live Load(psf)............. 40.0 Span 2 L/360 l/24Q Flaor Decking....,..,,,,,.., N/A Dead Load(psf}............. 15.0 Repetitive Member Use...,... N/R Partition �oad(psf)......... 0.0 Reinforced Overhaogs...,. ,,. N/p Tributary Width( '-').... 1- 0.00 LORD� Class LDF Begin End �ive Load Dead Load Comment 1 Conc(1b) Floor 1.00 9'- 3.00' 0 5321 Add 2 Conc(lbj Floor 1.00 14'- 0.00' 0 4436 Add 3 Conc(Ib) floor 1.00 22'- 0.00' 0 1540 Rdd 4 Unif(plf) Floor 1.00 0'- 0,00' 9'- 3.00' 380 143 Add 5 Unif(plf) Floor 1.00 9'- 3.00' 22'- 0.00' 260 98 Add 6 Unif(plf) Roof 1.25 9'- 3.00' 22'- 0.00' 180 188 Add 1 Unif(plf) Roof 1,25 9'- 3.00' 24'- 6.00' 400 150 Add � Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trade�ark of Trus Joist MacMillan. � . . 08-12-1494 TJ8eam(TM} Page 2 of 2 TJBEAMD v4.20 sn�214011640 ilti DFP PLANNING & DESIGN 4197 HWY. 10 NE ARDEN HILLS, MN 55112 USA Phone: 636-6889 3 Pcs of 1.15' z 11.815' MICRO=LRM(R} WS LVL 1.8E " 12'- 3.00' � 12'- 3.00' " ------------------------------------------ S I Z E A N A L Y S I 5 - p S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM}, TJM warrants the sizing of its products by this software will be accamplished in accordance with T1M product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. ihe mazimum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Mazimum Design Allowable Control Shear(lb) 14488 13155 ( 14801 113: lT. end Span 2 under Roof loading Moment(ft-lb} 28255 28255 l 33465 118� RT. end Span i under Roof loading Live Defl.{in) 0.250 ! 0.408 Ll589 MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.380 ( O.b13 L/387 MID Span 2 under Roof ALTERNRTE span loading " Span 1 � Span 2 " Maz. Reaction Total(1b} 3558 26434 6560 Live(lb) 2355(R1.25) 11127(R1.25) 3756(R1.25) Required Brg. Length(in) 1.59(W) 11.85(W) 2.94(Wj Maz. Unbraced Length(in) 32 32 32 r�z �� ,2��7 . � f�1 �1 � � � ' � � > � � � �, � �� ��, �. Copyright {c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO�L,AM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. J � ' 08-12-1994 TJBeam(TM) Page 1 of 2 TJBEAMD v4.20 sn�214011640 1111 DFP PLANNING � DESIGN a%9i NWY, 10 NE ARDEN HILLS, MN �5112 USA Phone� b36-68�9 ------------------------------------------------------------------------------------------------------------------------ Name� DFP PLANNING & DESIGN Project Name� Page iitle� Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Roof - Heavy Deflection Criteria (MR) Member Use................. Beam Load Classification..,..... Snow LL Defl TL Defl Member Top Slope(in/ft)... 0.000 load Duration factor.....,. 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)..,.,,,.. 0.000 Live Load(psf}............. 40.0 Span 2 L/360 L/240 Floor Decking.,...,.,,.,,,,. N/R Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A Partition Load(psf)........, 0.0 Reinforced Overhangs..,,.... N/A Tributary Width( '-').... 1- 0.00 LORD� Class LDf Begin End Live Load Dead load Comment 1 Unif(plf} Snow 1.00 0'- 0.00' 2'- 9.00' 440 165 Add 2 Unif(plf) Snow 1.00 2'- 9.00' 18'- 9.00' 180 293 Add 3 Unif(plf} Snow 1,00 18'- 9.00' 25'- 6.00' 440 165 Rdd 4 Unif(plf) Snow 1.00 0'- 0.00' 25'- 6.00' 120 45 Add 5 Conc(lb} Snow 1.00 2'- 9.00' 0 5000 Add Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, 8oise, Idaho, MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. � ��._. ��(i � ;P�:� �.; , '.l� . • �'� 1 �`��I I , I l l l•' �' , I l�. ������ ���� - - - _ ESt�blished in 1862 Lt�T �URVEY� COMpANY, IN�. �B°No NO•7��� — 1_,AND SURVLYURS ���� �•, = , REGI�TI:REI�UNuf:Et�rIiH:1.n`�'S OF STATE3 C►f I�11NN1?5c)'I'�1 ° anotQ� Iron Ma�urnent � Lknofet Wood Nub Ser 7601 73rdAve. No. 560•3093 for Excavation Qnly Minneapoiis, �AinnRsot�5542d xOp0,0 U�no�es �xl�flnq Elevntio� E[pEH COHSTRUCTI�N �� benotes F'ropo�d �{'vn}io� ��u���epc�r� �L�rtifir,�te Proper`ty 1qCdtE�d in Section ""'�� d�nofee Surface Dra{nqg« 4, Tormst�ip �17, Range 7_3; /voY.••l Prbposed fop oi �lock Ilennepin Courrty, Minnesot..i —" �°°G.� 7' F'roposed Oorap� Floor �93..,�Q' proDo�ed Lvwe�t Floor POAI-Il"Ft�x Nolc 7671 r�,'e M oi "'_"'.. 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TELEPHONE NO. � � �" la � �s`� � DESCRIPTION ' � 01 FOOT_JNG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION � Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 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: � W � � J O � � O � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED Cl PROJECTCOMPLETE � ❑ ORRECT N�ORK R PROCEED - ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CA�L INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next insp tion 24 hours in advance.473-7357 OwnerlContractor site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME ITY OF ORONO CALLED IN �� ���� , ,NSPECTION NOTICE SCHEDULED / �'S '�c� PERMIT NO. `���� COMPLETED � 2 ' ( � �5� I��� ADDRESS f � ��n� � OWNER d� �` " + ��-E- CON R. c n - r TELEPHONE N . ��� � �� �� � DESCRIPTION � Ot FOOTWG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z O�BD. 12 WATER HOOK-UP 17 SITE INSPECTION � 5 FINA 14 SEWER HOOK-UP 06 PROGRESS � 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 � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a [ �i" '�C�l D^J S CU�n�/� � J O � � O � W � Q � Z W � w � j d W ORK SATISFACTORY:PROCEED �ROJECT COMPLETE C CORRECT WORK 8 PROCEED �SSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING �PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. r- PHOTO TAKEN INSPECTOR WILL RETURN ,__: CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor o � • Inspector. - "-----� White Cop spector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �r? -/�� "��%"� INSPECTION NOTICE SCHEDULED � �`� 5 �--/.`� PERMIT NO. � -3� �' COMPLETED ��'«��S �'� ° � I ADDRESS �' �� S'�� �����2�`��e���� ,C�' ,�L Gu OWNER ��1 �t�'�-m � CONTR. —� TELEPHONE NO. � ��� �"' � 5 � � 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 � 04 L 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 � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �T/�� !��/S�'1'`F"y�' � 0. - Gv�4�0 MZ� ��+�n'°'y�C � J O � � O � W � Q � Z W � W � j d C WORK SATISFACTORY:PROCEED �: PROJECT COMPLETE W � f; CORRECT WORK&PROCEED �_; ISSUE CERTIFICATE OF OCCUPANCY W �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � PHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR = CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cail for the next inspection 24 hours in advance.473-7357 OwnerlContrac r on ite: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE - �� SCHEDULED `I� �U 'vz> PERMIT NO. �� COMPLETED �,�_ �� ADDRESS "L�rdc`� C,e�.�nr�lz�.�5:,� OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 19 IXCAV/ORADINQ/FIWN(3 �Q 02 ING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UO O6 PROGRESS ~ 07 DEMQ—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTiC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBIN�FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a j o —�` � ��� � � 0 � � � Q � z W � W � � d ORK SATISFACTORY:PROCEED .� PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITtON WITHIN HOURS. r- pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next'nspection 24 hours in advance.473-73�J7 OwnerlContra n i : Inspector. � White Copyllnspeclor's File Canary Copy/Site Notke