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HomeMy WebLinkAbout1995-006809 - remodel { PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 _ - - _ Crystal Bay, Minnesota 55323 Permit Number: - - _ ��=._. - Date Issued: -'=���`-��=` (612) 473-7357 _ _ _ SITE ADDRESS: - - : _. - - - - , .._ : . :_. :_ `--.-'. _, . . ,:� - - _._. ._,: .�.:�;.: •= }. : DESCRIPTION: ' '";ii. ,_.li. � '1 �1 ,._.` � v S � ,-'s .:;•1 +J. . " � L• ,. . - . _ _'-�� ;'i- �i ,`{ v •s � ' - �' r " "� I', �.E �� ; � . _ � .,_ , r. . , , __ .__.�_ . r: ._.. '�i_. ... ... ...__ i _ ._ _ f_=_ _.�..:i!='=.--- - �Z._,�: 'irti�i.t: vi 1".i.i.� :.'t vv r{: ('; ;'v i:, 'vi.�.` _ ....._ .. _t.''' •L� . .._�t%�.'Vl�t' T7 REMARKS. `---- ---- ------- —..._�_ y_y _}::Lrt ._�,v � .....�._.i.l.'�.'V 1'V �J_. fe{..!�T — �=V . ._... ;..._ . . _. . . _.._ ._ .. . . ._ .�.... � . :. . . " q ... _ .. � . - . _'.�:y �I�St\ : "' ....' . '.,. � ." �_ :�.�_ .,'�. .ft-..__: ' . {_ ... :_ : � ... . • � -. Lt1 IL .�: ::L1. t. L'� FEE SUMMARY: '�"�`=j`: t`<�L�� "'-�.-. :_. _ _. . � :::}�� . _: _;_!�= : . ��_': _ r�...t,,,^.:j fv'a!y! �''i i ��. .. . .':F; � _.. _="i:�;': � " �=,i'i I _ _._..._�.._ ....._._. ..._.-.__. CONTRACT4R: - . . , �. _ �. ....-. _ - _. . . �.�::�: OWNER: _ _ . �-: - - , _ . . � � : . _ _... �`i�.i.._. . _ .., .- ' . _ . _. . _ . . . . . __. _ .._ . . _ . .. .:1.` `�'_. _. . . s��i�; , - — — _ - _ —� —i _ _ _ _ . . _ - .. . .. , ;,- . ,: , _;.; .. . . ��f j: . ::. :' ,�._ , i _ , _ _; �,_;: .. . . . __ _ ., ,_ , ; . ',�� . . _ . .: ':. _ . � ' . � .�.__ _ ._. _ _.��_ . _._. �.d_ __. .. . . _._... _ � .. : � � i ; i : ! :' � _ ' � L : �- -" ��; � � .. _ . . . ._ _ ..._... � . .. ,. . .. . .. . . . , I . - ., : . _� .__ _. .. . ,. :., .. _ . . . . __ �_.:: . . . .• ., -•-_� / P �� �J APPLICANT/PERMITEE S, ATURE ISSUED BY:SIGNATURE � � a � 02i10i95 16:21 THE CITY OF ORONO 612-473-7357 002 CITY OF URONQ - B���DY�� P��M-�T APPL�G�1TIQld Total Fee: $ / ,;,j. :;,- pate Received: J Date Appzoveds �ntered ay: '���'"� Pexmit�- :�,��'.;`> TION MUST B2� SII�M�TT�D IN �'ULL �EFORE PLAN REV�EW W�LT. HE S�.'AR`�'LD AF�Ta ZNPORMA �--�-� ----4SeeMCheck_off_Lis'��Encl.osedl� _�__..._�_� __�_�__-----� -- OiVNER or CONTRACTOR ��r��rc�T zs: �����-�i� o��� � S�S 3`� -7 � cllllJ f�a zrP: 30S SYTE.AbDRBSS c o2 � ` C' � (wark) �`� � � v2 1 � ( � �L,� �aorr�: (na�ae} `I 7/- g 7 �� �� o� o�: � � Ps�r-T �ti,� z � Z�P: s��1� ��s ca ��'��rYT nczTx: r�y�r�� an�r.�^.s: ,� �'0 1�� ����Q PsoN�= �5.� -/C� �L cdN�c�ro�: �/ J � �� !.�f SlG�1V � n�ss: ,�. S �r . W� cz�: lN�ti2 G�'od� f .zzF: S�SO 7 � ruu�zN� �w . STATE I.YC�NS�: # � �� ..._, pHONE: ARCSI7`�CT/E�GINLER: C��= xIP: � I�SAIY�ZNG A,DDRSS$: REGYSTRATION # NAb1E: Move � Addi�ion� AGcessory Structure --�- �E OF WORKs N�`"� Renovate Land Alteration D��p�_ Remodel./Alteration_ � .�—,� ' k �(C L'f= I�!/A�L S •- 1�57A-LL � .�'��dl S PR�POS�D WORK (desc�ibe 3.n det�il) : 5��- ll`�I _ � LLC</0 /� - /�!a/NI/�l� � Dt cc��'A iiNG , D✓L qP�'LI�N�k S - c�,(jl/ !:rS � 1 SL�� - r�P� 7 1/k /�1l 2 � sr N� � 7 3 S���rYJ:� s�. �� o� �� ��R= �i � — N�. OP BSDROOMS:? GARAGE STALLS: AT�'. DE�.� � S"�; eo < eG ESTIMI�TED CONSTi�IICTION VALi7AT�ON (esC�ud,ing land) = $ $ 1 for a building pez'mit and I acknow�edge that the i�t Wi�h the I hereby PL� Y Code; tha� I above is ccmplete and aG�ur�t�; thst the wark wi.l.i b� in cdntormance otd�nan�es and G4des af �he City and with �he State Htt�.lds.ng and understand th WiiJ� be in aerordane d w t k he approv�d�p�an-1��out a 1� ermit; that ttte work - DA�: � �3 2 S� r,p��xr�T's sY���x�' - ,... . . . . � �FEB �. 5 1995 � 02i1ei95 16:23 THE CITY OF ORONO 612-473-7357 �01 � �ITX of �R�NQ Yost Office�ox 88•Crystal I3ay�Minaeeota 6b32:3�Municig�t]Of�C� / � � � � On thz North Shore of Ldhe Minn�tonka pATA PRIVACY ADV�SO�tY In aacordanae with M.�. 13.04, Subd. 2, "Ri.g'hts of sub�ec�s a� data",; we wou�d 3.ike ta infarm you �ha� your 7�equest ���' 8 pe�m�'uize you to fu�cn�sh c�taxn px�ate or conf dentia� 3 f rmationmay �eq You aZe notified t.hat- l. The �n�orma�ion you �urnish wil.�. be used �o determi.ne your qualifzcatiion for th� perI►zi� or license requeSL�a. z. You may refuse to supFZY data, but refusa3. may x�equ�re that the City d�ny the permi� or 1.icense. 3, The informatian may be shared with othe� 1.oca�. , s�ate ar federal �genc�.es to �he extent necessary ta process the pe�ni� ar. �icense. q. If your req�ested permit or license requires Councii act_on �o approve, some �nfox-matian may bec�me pubiic. 5. Xau have certai.n rxghts under M.S. Z3.04 tv review pr�v��� data on yourself_ 6. Your ful�. name is required to pracess tihis app�ica�ivn or pezmi�. �Gl��/� Sl�iV�t ,� �S S Fixst Midd�e Last i y s�� � �s� �y� �= w�- Address � S�'=/�a vN �� 7 l� ��s�� � � City 5ta�e ZiP y� 3 -��G Phone I unders my si ts s stated above. C� G�� -�".�-- SLq a�ure BUILD1iVG 8�ZONIfYG—473•7357 • ADMIN[STRATIOIV 8c FENANCE—473-7358 t pun�sc wpRKS—a73-�ss9 ASSES&ING � CHECR OFF LIST FOR ISSIIANCE OF PERMITS � FOR OFFICE USE ONLY ADDR$S S OR LEGAL: Z Fs07 CJ`}-S� �o�nr7- (�D PID: DBSCRIPTION OF WORR: /Z������z- - ------------------- ZONING REVIEW BY: /Ul� DATE APPROVED: � ��,,,�� DATE APPROVED: 2 - Z Z -�i� BIIII.DING REVIEW BY: � — -------- -------- FEES TO BE CHARGED- Misc. Fees Cal.cul.ated By: PERMIT Yes r/' No PLAN REVIEW Yes � No SEWER CONNECTION STATE SURCHARGE Yes �Na WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITE INSPECTION Number of SAC Units OTHER ( specify) ------------------------ ------- ZONING CHECR LZST Zoning istrict: Fire Department: Post Offic : Sch o District: _ Lot Area : Width: Dept : Survey Submitted: Ye No D te o Survey: Proposed Setbacks Front (Lake ) : igh Side : Rear ( Stre ) : Lef Side: Adjacent tructu es : etland: Buil.ding Heig t: Def . Hgt. Peak Hgt. Avg. Setbac : Lo Coverage: E istin roposed Hardcover: 0-75 ' 75-250 ' 250-500 ' 500-1000 ' Hardc ver Variance R uired Y s No Date of Counc ' 1 Approval : Grading: Staff Approval Da e: By: Council. pp roval Date : Septic: Staff Approval. Date : BY� Zoning Fil.e• # Resolution # : Resolution Date :___ REMARRS (in house) : _------ , SIIILDING REVIEW CHECK I.IST DBC: � �-3 CONSTRIICTION TYPE: �1N _ - _ Sq Footage $ Per Sq Ftg . ---- -- - _ _ _ -- , �.-_ .. -:.-- Basement -_ _-- - —_ . .._ _x_ . - _ _. �._.� _ - lst Floor X_ _ _ _. _ 2nd FJ.aor X . _ _-_ - - _ ---�:`_` " -_ _� .;_. _ .:��._.T Garage X = -.- . . X- _ - - _- -- - - - • . TOTAL Ssti_mated Construction Value: $ ZS,o00� Inspections Rem�;red: Work Requiring Separate Permits: Site �_Pl�u.mbing Grading/Fi�ling Footing MechanicaZ Fire _�Framing Septic Water Connection �_Insulation FirepJ�ace Sewer Connection _�Wa�� Board (Masonry) Lawn Irrigation �Final (Nifg.) Other Other We�� (State Permit) Electrical (State Permit) ------------------------------------------------------------------------------ REMARRS (IN HOIISE) : ------------------------------------------------------------------------------ REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date BY= ------------------------------------------------------------------------ �2F.MARKS (TO BE NOTED ON PERMIT) : �:' John and Patty Bailey {5,,.`, � ` ` , . L; .� , ----.w...�__. ,._., 2807 Casco Point Road ';�f�L;�� u�,:�� ;�:- �.i��'�iy�vit�J Ti� �1 ����Vl���z f� .._.� � Wayzata, MN 55391 �EVIGE OR OTHER DETECTOR kUD�BIE IN ��"�-`�����►�- 1�1C�TE :t�c�"�yl; �,���� .�'�' s�l"'�'t'�6�.t�'`w� ���ET � ��a�v d� Y�n�►'�Mr�L. ��t=—��-_-{� -_ � -- ����� R�^�,����r�E?��� � � Existlng Beam �--�---- --�--------- ---- - — ---�r- Scope of L`,e project Remove existing walls in areas of new beams and Note: install proposed beams. Move refriyera[or and some cabinets. � Both proposed beams carry second Reface cabinets. story floor loads with joists spanning Change island and install Corion top. 15'-5"one way and 15'-7"the other Some new cabineu W`�Y' "� New Fireplace Vim and woodbox I �n New wet bar Beth propased beams carry roof loads wi[h rafter lengths 15'-5"one way Some new moldings Crown moldings 8'-11" and 15'-1"the other way. i Painting and decorotlng. � � � � � �� � �� �� � �2>, 3�4x„��8���� �! � �sML�lh�� ��' IT PLAN RE°1i���.:,�{;� ��- --------------------• --(2)1 3/4 x 14"LVL ----------------- -- --------------- �� ��' ------- --- --------------- -- Propased new beam B Propased new beam"A ..:,}l��E�•T�� -_-__ ., s ` �.w�,�+..." � ,:��r.TE .�, Z��� �� .,..�...� PERMIT M(3. .w, 17'_11„ _ �} P��o�. :� As sueM i�r�� PPROVEfl WITH CCRRECTION� A5 Nv�:' � ~± fv�7 APPRGVED — CO�RECT & R��U��:' �� � � �� �' �.:+;r�mmer.ts ara tor your irtformation. AI! �no+k �Ei:�. • ; < .�a:! to�r.�,��n� wit�h a1i ap�}licatit�a t�ult��:r�y & zrxin�t ; -�,:re:r��;nts inc�u:t!n� iterns �c,t ��+ftt,�liy rrot�cf in th�s r�.ti.�=. � {' .' A J ,'��"�"-''j� ) t f-•• E,.' e,1- t j -r�. �,'f�:9... - !'���� ���ri.. r:_, �'� > , .. [� � i 3' i � � o� �� � ,� � , � � . , � .�.: ' �� �, �-- � ., �; - , , `- , _ = .- � �• -`- - _ _— _ i— _ - - - - - - — , � _ . " .� , : —� — :- r�__. -- , � . -- -- - - - -- __ _ _ •l' , �,.., -' _ __ _ _ - --- --- v ll.+�J�� DESIGN"BUILD I 02/08/95 09:53 $612 638 1411 SCHERER BKOS �ED ��� VUJOVICH CONST. (�005/007 O ■ (y� }p p� f�!Yp N '_ � � � �1i���� O�r�i H ~ N� � �511111� � � ��yO���F�j���(�11� ���J. � Y ��� � �'�� wx �� ����� � � ���������4��`� g . �� � ���+s : « y�y.', � � Z �O�� �� aai e�� p� �' ~y ���� � � � � �O ��� Tr � ,( � �� g����� � Oo0 Y 1�H N�$ ��'�]� � N ����� ���r � � � ��}C4 �� F+or x �M �N �� � � �� ���- �� Li�a �o�� � oN u N � p � "! � -�/��s3Oqtn �_'. ����� �� � �� TN�L 'a F "' ��� �� q� x`■` �a i� � �i� ��„ hf �� �S2 �g �Sa � .� : N � � Q��� � ��� O� �O � ��� Q� �� �� � � � � � s��� �� � � � . � � � � Q�'4� s����q ����Zo��= ���� u�i �.. � ��� �.�� � � ���� ��_(� � ���� � � ��{a�� _y`�� ���',{� � �'�m���QQ{z� � �� SY �i �y�•y�� � � rnAG�A41 � �r4p � �r � � �P �g �� H =fA •R� qk� � _�� G � �3d�4� ���5 � ;� � f�•q��� m � ���� a �°r �� � �s��� � � --�I' �' � � ��� �� . . � � �} � ��� � � ��� u � ����p��� ���� � �� T a � � ur �OZ���(}l��( �i��■7L}�� � � � ,�� ��A� Z� NNe1T � ��� �Y 6y�7��� � � o lA rL (] IA W W W � R B � �1 L�� A O�Oi00 � � r A o o rri� �S� � � ��m�s��` ;��� � � $ QQ � ������� Yq4��� ��� � 8���= bb 0000� � �8#� $ � '���prim� o00�N �� � 9s ` � � !�� 00007t 0000 ������R��� � �� �eoo�� �� s � � � ���� — g � ���� � � � o°oo� �� r s � � � ������ [ � � ������ t � � � " � " m �Q ����� � � � � � � � ��� � o �. ^�� _ ��� � � ��� � _ 4 �a� � � - �„ �, , �� � _ �` ��_ . s �..� �b� � � ���� � � �� N N � �� � � ���� � E �Q 9y � D� �� . y R 8' �NN��Y���7 � � �' .T.','� � p�n �,'�� � F x� � � ��� � � u� r+r�r � ��[�[±!!! � � �� � �� ��� 7'y "o �� u�+�ly � f+•�r m�o�n'J�t �o�o'�1� r t," {,i tl 1-�AJ 1-�W P W W� [�yQ � � .. � OONN�+ObV•• � r d . H Yy�pOV I.f j 1 M p y b�-!� wm N e �d n .. � � 1 I�� w �b w � �N 0 a r o o `� oo �,Go ♦ w � �7 00 � NN00 �� ^l A'� 02/08/95 08:56 $612 638 1411 SCIiERER BROS �ED yyy VUJOVICFI CONST. �J006/007 02/08/95 09: 38:09 LOUISIANA-PACIFIC CORPORATZON / GANG-LAM DESIGN REQUE5T NO: STATE: MN COI�ANY: Soherer Brothors Lumber Co. DESIGN CRITERIA �=�_—���� LIVE LOAD� 40.00 PSF DEAD LOAD= 15.00 PSF BLOPE= 0.000 STRESS INCR= p � DESIGN CODE= ICBO ALLOWAHLE DEFLECTION: LIVE LOAD� L/360 TOTAL LOAD= L/240 SPAN CARRIED � 31.50 Ft + STRUCTURAL GEOMETRY �=��,�___=_=���� -----�... SPANS= 1 CANTS= 0 � n �i LENGTH (FT, Q ,�^ � SPAN 1 8.500 L��n r•, � OVERALL LENGTH= 8.50 FT ** WARNING- DO NOT USE THIS DESTGN AFTER: 1-31-96 WARNING- VERTFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES• ; YOU ARE SOLELY RE5PONSIBLE FOR �RRORS RESULTING FROM WRONG INPUT. j ; THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE ; THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE ; ANp LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE j CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. � ' � , , , I , � a 02/08/95 09:57 $`61Z 638 1411 SCHERER BROS MED ��i VUJOVICH CONST. [�1007/007 =sc��s=ss��==��c=na����=_�___�����==o=s���=�sas�t=��..-��===asa��as� .. � BEAM SIZE:1.750 X 11.875 GL3100-2.0 NUMBER OF MEMBERS = 2 � ' ��===c===mya�zs-�c====M=�a— _c====-==c—�--=_=--===-m::m====c=�==_=� CONNECTION , ��m� *** DESIGN AS5UMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C, *** COMPRESSION EDGE BRACING REQUIRED AT 29" O.C. OR LESS. LOAD LOAD LOAD W1 W2 Xl X2 CASE TYPE SPAN SHAPE (PLF) (PLF) (FT) (FT} ALL^ -�-- -j-- --�__ --236-2---- ------- 0.0 8.5 ' ALL D 1 U 236.2 O.0 8.5 1 L 7. U 630.0 0.0 8.5 1 L 1 U _ 630.0 0.0 8 .5 MAXIMUM DESIGN SECTION FORCES (FT-LBS) , (LBS) : LOAD CASE MOMENT SHEAR ---+1---- 14730 7144 .� ,� SUPPORT REACTIONS (LB3) : ��,,.�,n/1 '�j � =.r o„ . � CASE B E A R I N G N U M B E R ; ---- -------------------------- „ � 1 2 � 1 7363 7363 CAS� HEARING SIZES (IN) �; � 1 3.25 3.25 LOAD CASE LIVE LOAD DEFLC. TOTAL LOAD DEFLC. NUMBER SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? --------- ---- ------ --�___ - . . 1 1 0 136 0 275 749 0 187 0 412 545 STRFSS INDICES: CASE MSI VSI 1 0.603 0.773 5LENDERNESS RATIO = 3.39 LIMIT = 10.0 � � � � � I � d �:._.--- __ �, ._� _ _ _ . . __. _ .,,.. , ..,�__ _ . .._ _ .__ - - __ _._ ,..._...,...+..�_.,,�_._._ � i IYWw sd,.n.aioa,u:L�rnbR co. h D�4IQT(�tIIT.RIA : ur O HOT£ �� LaMD T�BIE 0 1.THE ONKIUW BENI 6 DESIGfEG TD BUPPORT � ONLY VEXTIC/�L LO�DB A4 SNOMII�. NOTF LOqDB 9HCMM ARE FOR INPIJT ID�D CA�£(t rh19t LQ�OGSB j QEJIMS 1.75 I 1�0�! OL.17N�L� LIVE I.CY�D - �0 PSF 'V VERIF1GT70N aF LnA01NC+.DEREL'TION FOft VATTHiN WE Ld1D9J(i IRE CF�AS REG(1�. O (�M�B+SqNs YEwSURED FRON LST EPO OF�MI OR c.vir7LEV6t) DFSIat CONSIST'3 of 2 - PLIFS [Ast2NEG DSAD L�7 � 15 PSP � U�rTAT10tyS,FfUMNG AIETFIOOS,WIND 'Rlse'iBett {ti�E'ER 1V NOTFSI. 7D'CAL I.ORD � 55 PSP BRAOrc,OR OTHER UTERAL BRIiqNG T}fAT DISTRIEOT:oN TYpE 70P/SIDE ]AAA EPct( 'Ib LOAD pppp sp���ID : 31.50 t�P � 19ILVWlYB REa1R�16I}E(tFSPOI1S�8lRY F"-IN-Sx Pf-ZN-SX OFT}EPRaECT�NiECTORFNOME�t DHZF'�F3S LIVL TO? 630 PI.E 00-00-60 12-06-00 F1.00A SYAN C11FtRI� : 31.50 Ff 2 P�E�ATSi1PPCKTBTOIN6URE ��� � .�,QP 236 P7F GO-00-00 12-06-00 Q It 1! ����a ' F, �.DO 116T CtlT,HQTC7i OR DPoLL G1V�['.L11A BEAIL ttNIFOEd4 DEAD TOY 236 PI.E QO-00-00 12-06-00 3�J G�!Y► � z 4.9iB1 ALL BEAR?Xi6 FIXt FULL CONTALT. LIVE Id1i1D �FPL: L / 360 6.119tlFYdYENS10K48EFORECIfffINO TOT1lL Ily1D DPFL: L/ 2l0 0 o.r�o-u�e�u To s�. vw�avnc►xrres �ar oa uun �: a � U I�f6 RF�sow x I Z1'0.C.OR LFSB WMUM BFl�RING SIZES ARETU PREV@!�CRUSFi�IG Of T}IE 6ANC31/W FLOOR Bfi1►lR 6 TTf RESPON.9IBQITY OF THE LOAD �' . 0 � „Vy �7}il9 DRAWING�NOT N SG4LE"' PRO.IEl.,T 9JGi�2 OR ARCFiTEGT 7II LAKE:a1RE T}1E 6�SPECES. � MID GRADE OF LUNBER US�FOR hE BFNtMG AlATE4 ARE DE6IGI�D CODE�CT@L7AIiCP3 f O N6TE FOR DOUBLE MB�BE7i iD GRRY hE RFJ1CTpN3 Of hIE CLW6 W1 BEM1 AtO PRE�BtT [t�OA? i "7 GRUSHfIG Of TFE BEARIiLi PLA1E F'aR EX/VAPLE ON BFJWtIG ; APPUED TO 7OP Ep(3E OF BEAM.SUQ1 TtMT NUwB�t,A SPftUCE P!E Y1M11 MlE tiM0Ul0 REQUIRE A 30Ca1 93-9 D71D8 Cd4'dTY 93-0709.01 ta,w�s nsrwe�rr�n eouxiv ro��r. ►wr�u►�a�rtr�ua+eni oF¢�P►+-�4 ean xie fz iis t •ATTACN 2 BPAY PUE3 WRTf 3 R01M9 OF 16d ICHO l721 T O�q10N H4S5 ON EPGH FACE STACY3ERED AT /wCMOR GNKi1/M FLOOR BEAYS SEG1RaV TO BEAfi1NGS OR H4NpER3, . L.11. City RR 2�854 t 120P GG SHQS 9190 � rascoxs� �.wozrx A Y.T. ST71TE 618-91XiPC � Y.Y. CITY t$J► 97-9�-E CQC 1�1BR y O � CC a � w x w ,. U � SOP?OR?RB71CYI07ffi (LBS)s G9E BEARI M6 AIIHBCR 1 2 1 lOep6 ?OB28 '~ TQN BF]IRING SILFS (IH-S%) � . ~ 3- { 3- l � � .-1 W � � i m 1�.000 N 1.750 m � 3.500 � GPD63 SFLTICBf ap }XXI2IIJif DEPLFX.'TSdN9 � C71I.CJL7tTED JU.WFABLE LLVE I.QI�D O.10• D.11• co DF.aD I.Q4D 0.23• 12- 6- 0 � ROTAI. 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DWG i ew,antr•�n�r rrK�.ai.s anoa s.e�vrc. a.�eorae we��w�e.vb.m.a s.sw.a e�aad.. o..e rra ar�eeon Ydr�.�.yA.e.+e rww a a.4 �•o�rsed�w�r..w,wl h.S�avti re) ' SFEEr i 01/08/95 09:52 '$812 B38 1411 SCHGRGR UKOS ffiGD yyy VUJOVICfi CONST. I�1004/007 _.�____=�a�=�w���c=cc==�^�s����ss==��===�c==c=s�=�=cc���===o.-_^�_ . aa--==�________ ( BEAM SIZE:1.750 X 14.000 GL3100-2.0 NUMBER OF MEMBERS = 2___ � � �s�s�s���=�s��o�s.�=xsc�o�cc�=���w���amcc=c��=�c====ss=�____��a�=== ., CONNECTION �a�a�s�=� *** DESIGN ASSUMES COMPONENTS CARR�ED ARE APPLIED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. *** ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.04" C/C. *** •COMPRESSION EDGE BRACING REQUIRED AT 23" O.C. OR LESS. LOAD LOAD LOAD W1 W2 X1 X2 CASE TYPE SPAN SHAPE (PLF) � �FT� (PLF) - ---�FT---- ------ --- ---- ---- ---- ----- ----------- ---------- 0.0 ALL D 1 U 236.2 12.5 p��,Z, D 1 U 236.2 �.0 Z2 .5 1 L 1 U 630.0 0.0 12.5 1 L 1 V 630.0 0.0 12.5 MAXIMUM DESIGN 6ECTION FORCES (FT-LBS) , (LBS) : LOAD CASE MOMENT SHEAR rl 32483 10609 $UPPORT REACTIONS (LBS) : " �' CASE B E A R T N G N U M 8 E R �E�� � 1 2 1 1OS28 10828 CASE BEARING SIZE5 (TN) ' ----5 1 3.25 3 .25 LOAD CASE LIVE LOAD DEFLC. TOTAL LOAD DEFLC. NUMBER SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? --------- ---- ------ ------ ----- 1 1 0.404 0.408 371 0.555 0.612 270 STRESS INDICES: CASE MSI VSI Y1 : 0.956 0.974 SLENDERNESS RATIO = 4.00 LIMIT = 10.0 ' , I. � ' � i x � 02/08/95 09:51 '$612 838 1411 SCHERER BROS MED yy� VUJOVICFI CONST. f�003/007 ; 02/08/95 09:36t49 GL-LP95.1 ' LOUISIANA-PACIFIC C�RPORATION / GANG-LAM DESIGN REQUEST NO: STATE: I+IId COI�ANY: Saherer Brothers Lumber Co. DESIGN CRITERIA i���S� Y1<s� . LIVL LOAD= 4Q.00 PSF DEAD LOAD= 15.00 PSF SLOPE� 0.000 STRESS INCR= 0 $ DESIGN C�3DE� ICBO ALLOWABLE DEFLECTION: LIVE LOAD� L/360 TOTAL LOAD� L/240 SPAN CARRIED = 31.50 Ft ' STRUCTURAL GEOMETRY r --��__���_____ SPANS= 1 CANTS� 0 i� �� LENGTH (FT) ��`�� � SPAN 1 12.500 OVERALL LENGTH= 12.50 FT ** WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-96 WARNING- VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. � THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITFi EXTREME CARE ; THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE j AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIE5, PLEASE CONTACT LOUISIANA-PACIFIC�S ENGINEERING DEPARTMENT. e , k 9 1 � d �. � I �I ✓ DATE TIME CITY OF ORONO CALLED IN �/C� �� INSPECTION NOTIC SCHEDULED �/ / `iS /O =C�� PERMIT NO. �� COMPLETED ADDRESS - � � OWNER CONTR. � TELEPHONE NO. S3� - �.�/� � D N .�'�,�.�_c�i l� 01 FOOTING� 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � � < a � S �� S � J O � � O � W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED : PROJECT COMPLETE W � C5 CORRECT WORK&PROCEED I ' ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ,-� pH0T0 TAKEN �NSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR I ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 OwnerlContrac,`fa'o te- Inspector. White Copyllnspector's File Canary CopylSite Notice /,.'/ DATE TIME CITY OF ORONO CALLED IN �/"/ 7`�S INSPECTION NOTICE SCHEDULED � �� ' °� PERMIT NO. ��D Y COMPLETED ���7' �S ��'Q� ADDRESS �� �'�� ry���� ��f r`� OWNER ��u-F2-�.� CONTR. ��t�t ) U�✓,`�-�� TELEPHONE N0. J a �" �`'� 1'� � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 I TION 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 4QI 09 PLUMBING RI 23 SEPTIC FINAL � 35 HARD COVER REMOVAL J10 PLUMBING FINAL �/ 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEEf YOU:_YES_NO Z � COMMENTS: � a � � J 0 � � 0 � W � Q � z W � W � � d ORK SATISFACTORY:PROCEED ; PROJECT COMPLETE W ❑CORRECT WORK&PROCEED �, ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. ,= pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor ' e: Inspector. White Copyllnspector's File Canary CopylSite Notice