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HomeMy WebLinkAbout1990-003442 - new single fam residence �z 1'ERMIT �ITY OF ORONO PERMIT TYPE: �;tt�LLiIi�U � 1335 Brown Rd. South • P.O. Box 66 Permit Number: {�f�;�_��•� Crystal Bay, Minnesota 55323 Date Issued: � �.����.%`=��s (612) 473-7357 �ITE ADDRESS: �.�.���_�i F Li�it i� L i t��G� r�'v';� L::�U DESCRIPTION: hdEW = . � . ��:_�_;;�.��;�L:E �u i i��i i��.:� ����,��r�i}. T����r� =��I_ r=�t�t I?`r--�dEj,� r, ' � : :. r.r._,T ,r-: ��lii �t�l.l�°� u:��l'r�. �Y��e r�?='���.L?��a��� 11U4.,: i IC Ct,i�ct)l�;v _ _ �-i—:=: 5.,•�_�tl�st•}'��l.l-���Ij i;��'t,` '�'i'�i ._��tl I il3 :._i;--1 t_� :�: �� ������ ,�r+� '"��r""��� t� �iy���' *'� � t'�"Fb' �!C' 3'rf�fti7�ttt r�F���r�{�u4� 4 � �`�, �j i � v� ��e ve u ✓ 4�rzN1i �.. '��4 ✓�, .� - �. ,�' "r " � ��`�,� � �, L'?it�:iil#t�L' 'tt C'3�C ry y ✓�''�'a���k.� ��,y�.' .K�,.', q �� y g I 1 171T!SLrL L'! t 14l— � 4< � -� �. �, rr �, � '" £`4,+'� '�?i d t�"!I�y�} f ` +x f � f'Gl� a�tl ',d�Yi�g„� . 1 J 1�l i �V W �,�M�i ,� �r���.+� "� ���y,/ '�'aM � �d ��� ,�,� ., Y.t uTu��+ L'�L.'�.%�W �F a�� .� � �� �� � �?t:,'t i'illf�h n ,�� � 1N�1V1.{.�vv �+`^�+ f}3 i Cat h:•"st: jj� �"s �, /% !4 '�� NI/ M �«� Vl/�Jy�t�T3.:1 71:!Rt73 y x � :� ,� P 4����� w�� t # '•5•� '��' 1/if5% ii ;� ic:�c.s. �.f ° rt'' ?� �� y� � t �i avv 1Li L.L�t�j� � REMARKS: _�!� ���,'��� ��tL'�` �} I��Jr!�J�J4�41TV} 77 :=�E�'AFi�i c F`E�i#`�I T'=: fi��.�11 I RE�:� ; r�._[;i�iE:T i'.�;�; t�fr_•�:i-�i='t��i i�:�;1_, r�'i�'iEF�L_H1.•E �#�IF�'� , ;��:6�€fi•`��u s.�•;7� s-: , � r.r:., . � _ �--,-. . i.:i a li I�L V iu�l� i_��l�4 I R��I�AT i��1�1. :3TATE F��,�-i I T°=� ;;��:��_�?�=::�Lj : ����._� =: � ;_TR I i.•r=ii_ FEE SUMMARY: r�"�L:�'!—������— i}n� f �;.-�-- _ r.� .+:�.:-� • - :49ti7ti�.•i i it{��4 t�i 7� � � YHiYLi�-� � %i_�1'� :g:_. :�� :t:_;ii r�.c:iutti• �•vt;.i i�v1 fti� ��yr� 1.Lf�i�1:�Ti% E�c�St, F�� �E=,;=;i .�,i) =��#�J�F: t=E;[v��ii=i�TIi��P! ------��' ={�. `�� s1=_ �a F'laii Fi�vir���t �ii.�1'� . - - T��#�t+I f=�� $7,�,r�t� . :�i ti�Ui'C�'!�i'�� $4:=1, t)i_3 '_fys; f=�t�t) ,t}i) �- - :���i.� ;� �,i)i l :1,`�'i: t)i i i t.s --------------1 :_:ut�t.���..�1 �1 , - =�'=� - - - CONTRACTOR: OWNER: -- AF'�'I �`_�`'' � —` �sGE�� =;C:iJTT ;�?1;�; �:�j'_:'.=;W��itt�G t1t�=�h�� �1iV .�_,�,:��i��Q. %�=,1�::'?�4.71—v:�,�:�t _---',_ _ ----._ ,'_�, - Y - ��.ii Ei:�r-• - � T�';:t' i i '�t— _'. ',— ir-.-;; • -t t�'._q t ! y �:� < ;` �_ , t:�-�r •-;; ..�.�..- .. , ,._ ! � :a l _ L`;("'i:'•.t:_ i E'3:�_ I' i;__ �{�ii'�'}1_i';?:i`i;'.;1'; : -. -.:�� ; � �-,:- 3.;(i� � �t �I F's. f'�_'�� ; Si:".�,.•_ __ _ 3V�._.f'•.t`1 r _ _ ._ _ : , � �._ _ • , ' . •�• _ _ _ ., . .. f . . _ �, - �r r. r"}' „-� �r . . .� `..i-.:• .—. �=jt�A`E '�{I'l :3V.M—it7:T '•! �� }� ... L' , s. _ . "' - . � , _. �._:�.�r.. y r _.+ F•f4 .� ir:!. .[..:._� L%:_? _ '�;._ . _. !" s`:<L: a =F' L .i `�l•�:: ! � RL L_ _t,�; t�: i->> �- 'h2r.� -� ,-- ,- -�Y, � -.r-r;.'-'t.��r:.� � i�:t- :��^ - --- -.." r r,� :-._�.4 i ;i i_,:,�; i s , ;..i elJ+- i,,.;_�s�._!1 E''.r,f`::._;�; - J ti.�i �;'+ii s 't_.if'•.!J i;��:-:. ._U_ ' �;`;1.� � r;-i_.f_ �_!i� i i.4,'3:'�;__���_ `�i .._� ._ _ _ . * - - L _. _.. _ __� S'L�d-�- U(a��f APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE 1 � 1 4 . � ��1:Y;h .Cxai^� S+f �Rj+�� �d j�N i �y , :,�� `�,,, ��� CI�Y of O1i01'�T� . � �;:} ;�p&� r,'�x'x a � ,..� ;�.. � �'R�.�, �..,," �"��� Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices �� ��, . �� r4�,;>- � .� - � � � On the North Shore of Lake Minnetonka DATA PRNACY ADVISORY In accordance with M.S. 13.04 ,, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or Iicense from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: l. The information you furnish will. be used to determine your qualification for the permit or Iicense requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or Iicense. 3. The information may be shared with other Iocal , state or federal agencies to the extent necessary to process the permit or Iicense. 4. If your requested permit or Iicense requires Council actior. to apprcve, some ir.fcrmarion may become pub3ic. 5. You have certain rights under M.S. 13.04 to review priva�e data on yourself. 6. Your full name is required to process this application or permit. `->C tU T � �,�_%��1�%��l'_ (�j �.,'f..)l_-1 (_ First Middle Last �1 �2, � � 1������, '(;�(� �� I_�=' Address y����. ��,�i-� y�i;' '`� � ��°t�.v�„" t City State Zip t1 l ,� ` �- � L, Phone I understand my rights as stated above. Sj�,,.�.,��' �,��,�����,f�i�' %� � Signature BUILDING&ZOIYING-473-7357 • ADMIN[STRATION&FINANCE-473-7358 • PUBLIC WORKS -473-7359 ASSESSING .__.� � _..._____..._---..—_— --_-- '� � �,p� RIGHTS OF SIIBJECTS OF DATA � . gubdivision L Type of data- The rights of individuels on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Information required to be gi�� ����' An.individuel asked to � ' supply private or confidentisl data concerning himself shall be informe�ate agenehe purpose and intended use of tha req em�d �t whether hee may r fu e °r �s egally political subdivisionthe requested dat� (c) any known consequence arising from tus required to supply rivate or confidentisl data; and (d) the identity of supplying or refusing to supply p other persons or entities authorized by state or federal law to rece�Yethe �ve data, requirement shall not apply when an individusl is esked to supply ' g pursua�t to sectian 13.�2, subdivision �, to a law enforcement officer. The commissioner of revenue ma rolert tax re�und insuuctio uinstesdhos subdivision in the individuel income tax •r on those orms. . - -- -- � Subd. 3. Access tc �ata b7Y �n���' DPon request to a responsible " authority, an individusl shall be informed whether h rrvateeor confideni a1.e Pon � individuals, and whether it is classified es public, p ublic data on further request, an in�ividusl who is the subject of st to himrland, if he desires, shall individuels shall be shown the data witho of�hat datga. After an individual has been �e informed of the content and meaning t� �� need not be disclosed tc shown the private data snd informed of its ute��a��on purs�t to this s�ction is him for six months thereafter unless a �SP , � pending or additional data on the individuel hes besn �blic dataruQonBrequest by responsible authority shall provide copies of the priv�ibler authority may require the the individuel subject of the data. The respo requesting perscn to pay the actusl costs of ineking, certifying, and compiling the copies. lmmediately, if possible, with any request The responsible authority shall comply ' made pursuant to this subdivision, or �th lidgys,�f Simmediateg compliance eisu not excluding Saturdeys, Sundays and leg ossible. If he cannot comply with the request within that Lime, he shall so inform the p within which to comply with the individual, and may hsve an additional five days request, excluding Saturdays, SundaYS and legal holidays• Subd. 4. Procedia'e when data is not accurate or complete. An ir►dividuai mgY contest the accuracy or completeness�of public or private data concerning himself• To ht an individuel shall notify in writing the responsible authority exercise this rig , nsible authocitq shall within 30 describing the nature of the disagreemen� �e r�P� days either: (a) correct the data found,tc�ete inae a�ei°cluding reec pients namedt by notify past recipients of inaccurate or in P the individueli or (b) notify the individusl that he believes the data to be correct. Dats in dispute shall be disclosed only if the individual's statement of disagi'eement is • included with the disclosed data. e�ied ursue�t to the ' The determination of the responsible authority may be apP P provisions of the administrative procedure act relating to contested cases. , 1 t CHECIC OFF LIST F�R ISSIIANCE OF P�MITS J'�jJ to � FOR OFFICE USE ONLY �Dy? q a � D7•�'I`r- �� ' �II a�y� ADDRES S OR LEGAI.: �Z / O �i✓� L.�/;r�.y'' ,r�- :� ✓ ' PID: ' ���•'� , � i, DESCRIPTION OF WORR:�-�� . ` . � , �CovK g fr.� . �='f n p. �E�- ------------------------- ----------------------_- � -- � -/-�-------- � �.�---- � 4� ZONING R�7IEW BY: � '�`�-�---- DATE APPROVED• � BIIII�DING REVIEW BY: Q DATE APPROVED: 1 I " � -G O ------------------- --------------------------------------------------- FEES TO BE C3ARG�D: Misc. Fees Calculated Bv: �'��-'��- � PERMIT Yes �-:� No `':, �` PLAN REVIEW Yes�� No SEWER CONNECTION �� �g�I• D L{ � 1 STATE SURCHARGE Yes �` No WATER CONNECTION ------ INVESTIGATION FEE Yes No ✓ PARK FEE - SAC ���� ���1�� �- - Yes� No SITE INSPECTION Number of S�C Units �_ OTHER (saecify) -----•--• ZONING CHECX LIST -----------------Zoning D�strict f-/�- -��..--------------- L '� �.✓ Post Office: i�� =-� Scizool Dist�ict: ���I.�-- : Fire De�ar��ent: � ` �i! r -�r� A� � �/ r' c:� / Lot Area: j s� _� Width: . Depth: �d..-. � '�� _.� Survey Submi�ted: Yes� No Date oz Survev: / ` ��� � "��� p,-,a�osed Setbacks : r 'r'�" Z Z� `�' F F �� �H . j � �� Fron� -'r-�a�ce'-�': `� /� �-- Zignt Side �- �! �-� W� ��7D`�N� '70^-LS-I v,.,..>>T , , � , � ; a ���NJ �= � �-�n �y�,e:s �' Rear ( ��) + �t Le�� Side "" �A�1 ��41 , Adjacen�. St�uctures : - -�� � Wet�and: �;)�� �� Bu�lding Eie� ght. Dei. Hgt. i ' � -� p�ak Hg�• '�7�� 3 �/ „ ` , Avg. Setbacic: '���� � Lot Coverage: °�T � ' � ` � " � EX1S�1IIC� P'_"ODOS2Q �.. Hardcover: 0-75 ' Q .,` ,� 75-250 ' '— � ��' � 250-500 ' ,''� � '� ���,��� S t �' ,� �..�' ,�,,�' 500-I000 ` � �� � �' .�� , c3ardcover Variance Required: Yes No x ' ��(? ��` ' roval: "'— � .�1v`"� " i�� �1 Date: urading: Staff Approval Da,te: ' ' ` R� , C." ���j' - __ _ _ � �� r. 3eptic: Staf� Approval. Date: ' - ---LL�" BY �� _ , .____. Zoning File :� "� Resolution �: "���"" , =e= �M� � REM��RKS (in house) �'� �% r � . _ � � � � ; .�� �� .,�"'�"�, ^� � 'd E� F�'� '��,�'—� �%� �� j��� l �� �' O � `� / / ,(� �/ � .��) �y?%�,(�� r)LL�y/� �'�l��f�J�ftG�,�iC�l� LL,�C�CrL(ii'1�.�� ��—p��-�Q-.J � Y1Y1��5 ��(��� (\ � K C`� �i""' � V .. _ _ ..--- _ _ ___._ _ -�►_ ,. . BIIILDING R�.�TIEW (�CR LIST , ��: �� R -3 CONSTRIICTION TYPE: �� . Sq Footage $ Per Sq Ftg BaseTe^.t X lst Floor X - - 2nd Floor X Garage X _ x TOTAL r� $stimated Construction Value: $ ������� Inspections Rez^��red: Wo k Reqniring Separate Permits: Site �Plumbing Grading/Filling pC Mechanical Fire Footing Water Connection Framing Septic F'� �'ADIdC� �Sewer Connection �Tnsulation -�` -�`"- �OtherL�w�v o�"n o^� �Wal? Board (Masonry) g. �Wel? State Per.nit �Final —��Mf � � Zectrical (State Permit) ---Otzer----------------------------------------------------------------------- R.S,MARRS (IN HOIISE� : --------------------------------------- F2EVIEW BY OTHERS: DATE: Access : Exisuacr New Access ApDrovaZ: Date Bv: ----------------------------------- RF,MARRS (TO B$ NOT� ON PF.RMIT) : � CITY OF ORONO - BQILDING PSRMIT APPLICATION ,T�ta1 Fee: $ �% �5�� � 3� Date Received: � Date Approved: �ntered By: �9.�ti-� n � Permit#: �`� � AT•T• INFORMATION MIIST BE SIIBMITTED IN FTJLL BEFORE PLAN REVIB�'W WILL BE STARTED (See Check-off List Enclosed) --------------------------------------�----------------------------------------- Z'HL APPLICANT IS: (circle one) � OWNERyor CONTRACTOR JOB SITE ADDRSSS: � ���, � j�,,;��,���_—l_ I �.. r�� ��E ZIP: �; � ���1 (work) .� 7 i -i s��'�e NAME OF OWNER: �Cv�T'°f" I���,,'r$i_ ", �:r;`,�r_'L PHONE: (home) �/i/ - �'rs�:.� MAILING ADDRESS: <��I$ '.C;�,��:�,'�:'�:a� L!L' CITY: /"�"t(:Y./N�-� Z IP: �53G 4� CONTRACTOR: s�C:C� 1- T l�U'U�� p IV��LL PHONE: 3z7-I,2,,�'v /���-G3 '75- MAILING ADDRESS: ,�� l�C' ��SSLc)C�cJ�� CITY: i'''�%;c,�ti'i� ZIP: $�;3G,�1 TYPE OF WORR: New� Addition Accessory Structure Move �e���o P.emcde�;A1 te•-at;on Renovate Land Alteration PROPOSED WORR (describe in detail) : /1.��{� ,�-!��/�1 -� �'�T ;t�t=��� �l n'S�},��� ��-��.r° I/ �� �- �.`/�/'�s'a���1/� ���(,/.� /�1���"f' /�/� "� �"�'`!5/�t-T<l �: . STORIES r � -� SQ. FEET OF EACH FLOOR: � ���� 4�, �� �' NO. OF BEDROOMS: � GARAGE STALLS: ATT.� DET. BSTIMATED CONSTRUCTION VALIIATION (egcluding land) : $ �.�� ���' �=� I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. � C�' �tJ-`� i-1��, ��,l.�J�C. `�-"C:�-�=��� ` - !v' � �> APPLICANT'S SIGNATQRE: � , :� ti�/ DATE: I�, � i � ,, EX i ERIOR ENVCLOP.E AVER/1GC "ll"_ COMi'IlT11TI0N - - - ��; ��� �oP� ownER; ��aTT� ���4N__G1_L_�_.��L------------ nn1�r :_ �� - 9J -- -� - S?TE ADDRESS : PF��"�E � COI�TRACTOR: _ PLAN # �/D//1'r Determine wor�;ing square footage of each 1. Total exposed wall area. . . . .�� sq . ft . x . 11 = �5�, (�1� 2. Total roof/ceiling area. . . . . /�j�(,� sq. ft. x .026 =__�, � �.�,—r--_— _T Tctal exposed wall area above .floor=__ �/ � a. Total wall window area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �jjr b. Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , c. Total sliding glass door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fl d. Total fireplace wall area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- e. Total wa11 framing area (average 10;) . . . . . . . . . . . . . . . . . . . . . . . . . . . . �jp f. Total rim joist area. . . . . . . . . . • . • • • • • • • • . - • • •-• • • • • • • • • • • • • - • - • • • ! 75 g. net wall area a6ove floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /,5�� h. wall area above floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . wall area above floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j . frame wall a�ea at rou.ndatiorl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total exposed foundation at�ea= k. Total foundation windo4v area. . . . . . . . . . . . . . . . . . . . . . . �- l . Tctal net fioundation area abeve grade. . . . . . • • • • • • • • 3 Determine "u" value of each wall segment (e .g. window, door, each sep�rate wail section) a . �' X ����� _ � � � b- /t�o� X ����� 1 ' _ �/, (oo� � � � �� _ X ������r�___ �� d �, ����� � _ � e. �� X ����� �� _ �O� "� f. f�� X ����� _ � 9 /� '�� X ��������- h. X ����� _ i . Y ����� _ . J X U If item T3 is the samE �, � ����� - as , or less than item . nl , you have met the � � 3 X ��������_ �o,p� intent of SBC 6006 .(c; 3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total = 02.3$�� � ---—_ ___.__�._...TM�._�., ._�-.--,_-zs__....,v...y.-,�_, ....J,..�...Y ______-- - ., , f 4. TOTAL EXPpSED RQOF/CEILIDaG CALCULATIOPIS : � Total exposed � roof/cei 1 inc� area. . . . . . . . �/,3�(/ sq ft - j) Total skyliaht area. . . . . . sq ft x "U" � a � k) Total roof/ceilinq framing � area (Averaae tn3,) , . . . . .� sq ft x "U" �a � = 3. 3� � 1) Total net insulated roof/cei 1 inq area. . . . . . .�_� Sq ft x ����� rOo� _ . 4, TOTAL j) thru '1 ) p��,�� If total of "�► is the same as , or less than f�2 . you have met the intent of • 2 *iC�Z 1.16008 :4 ar.d 0. , ALTERPIATE BU I LD I P�G ENVELOPE �ES I�N � To utilize the fotal envelope system method, the values established by the sum of items u3 and �4 shal ] not be greater than the sum of items 1�1 and �2. 1 . o'� 'r��'.3, �OC� + ?.. ��T_ = d?o`�, � - 3. �38; �� + �. �� a� _ �, 3� � LINEAL FEET EXPOSED WALL BLOCK: ap.{- .33.5� �� .�-�� ��i � �(� KNEE: � WALKOUT: /�s- /,j, 5�'!! �-02� ,5-� /�f�l� ' ��/ F U L L 1 : ��-/3�:��4��.�tr�5'f�-`�'� �'�'f �� � �' S.�a?, �r �D�- 3,3,2� �s���, 5=��j� FULL 2 : r— FIREPLACE:� RIM: �7G�. _ � SQUARE FEET EXPOSED WALL AREA BLOCK: . �� x .5 = ��✓ KNEE: � x 5 = -- WALKOUT: d y X g = ' (��� FULL 1 : ��`� " x 8 = /�Or� FULL 2 : '- X 8 = � ,-- FIREPLACE: � x = R I M: ���j �. 1 = �7 5 TOTAL �30� SQUARE FEET EXPOSED CEILING /,�(,v� WINDOWS : DOORS : -��,�- / /�/�� �� d��.- .�,�!�!1-/// /� � ^ /D� .,/�p ���� �,p PATIO DOORS : P•r �3v -// /9 �ix v� / 49� --�- - BASEMENT UNITS : ��� SKYLIGHTS : � ... . _ _ � � ' ___ ..._.._,..�.,..;.:,;:_..h,.� � • 1�AU- S�GTTL'y'LS �-�� � .. t' !�'Y; . � Nd��: the (y� o�F oAaque I�s t 1 area fvr- � R'��VAi,�TE,����.. ; fv�ame. ctx�s�ruCt in� CONSTRi1CTI0I3G- FRAMING -'='"""�' . � — O 1. INTERTOR AIR FIIM 0.68 ' � 2. 3. 5 2 SO WOOD � � . 4. , • ; � � . 5. ; �+►Sz.0 6. R I • W�►t.!_ • �t � U_ . .09 FIG. �l '(�Ui'��EyJ CF PRAMe W�►�.t �' . �_ 1. I1VZ'ERiOR�AIR FIIM 0.68 �,. :� � ' .k 1 3' ' • 4. 32 SHEA G . S. ]�. � 6. � 3 : � = � u= .o�+ n --�, ----- / ---� 1. IIVTERIOR AIR FILM •� 0.68 _."_0 2. Si lL $�4L.�f� 3. � � / _� t}• - 5. � _� � , i � g, , . . . - ,' U•'' � � � U= .04- �; d � .� � . . � . . � � o +� BLACK fo►�ND14T�[�ll � --..�..�._..(�3 . WkLL t�i; ��� � 1. INTERIOR AIR FILl'd 0.68 � / " E 2. , � �f'+� � G �` ' -►� / 3• � � � 4. PROTECTIVE BARRIER � • ' S. ' 6. . R= ; - - U= .I4 �;. j SLAB ON GRADE � � � u �� � * • �, , ��• . j , J �� t � f t "'"' �` � . : � '� �f --^ �r) ...�.. � i' � �e � f S , � ;� ` �' � .� ' � �I I � I I1� r ,� ' � � f � � � � V � ' � �' A� ; � D� ._.. =- // � , � D A � � � �t =!'�1 flt � � ', , . � — /11. w� � ��� �. • r � � D� � , : � F'.��� �rq ' _ a � t��r . S 1�-1 � �- � � �� _ • �' /�� - � ' ` ' 1!I It t ^ r1 � �If � � � � � � I b t � ` � "' �;a ; NOTE: INDICATE TYPE, 'rR�r VAIIJE. �'IH AT�ID d � �� �- � � � PLACE[�)T OF INSULATTQI�, ROOF-CEILING . y . , �� ..�- --�� C�JNSTRUCTION ' R-VAI�JE , ,.- � � 1• TNTERIOR AIR FTT M � �� �� � �l 2. 5/8" GYP BD 5Q � �'-- "� 3. ]'NSULATION � � nn 4• EXTE �� / U 45 .80 ,,_.�._._.�._-�-- .02 � . � � FRAME ��ID � �T ��� l. INTERIOR AIR FILM 0.61 . — I l � 2. " U 3, ULATION 4, EX'lTE���R A I R F I LM 0_.61 — � 40.15 FIG. #5 U = 0.024 CONSTRUCI'ION � r, ' , ..r w ,, + �' �� ,,` , 1• INSIDE AIR FILM 0.61 ..���i�.� " _.,__ � _.. ._,. ... . . 2. �- 3. . 4. � 5. DE AIR FILM 0.17 TO'TAL, U = +..._.., - FRAME � � ,� � 1. INSIDE AIR FILM • 0.61 —�J � � � 2. HFAT £I�OW UP �D 3. 4. , 5. 0 FIG. #6 ' U = l. .INSIDE AIR FILM O.b1 4 �--� 2. - �� I���r` �• . • • . � � � ;— 4. � • • Y�'�, � • '�' ' � �/�'� 5, R FILM 0.17 � � �' r♦ r.i� � �,��.���.-� }{^I..:-•^"1 r�yy��T �♦ •• •� ~� .v+ i Y��� � + lx"'�� � .�F�^ . . 1 V lAL — � t� � ��c�� �"♦ r ,.,.,1.-r...�..-�,�/ U — . � �� �. . J � � . � � � �_��}.� NOTE: USE ADDITIONAL Sf�TS IF' P'�RE SPA�CE IS NEEDID FOR DETAILS AND CAI�ULATIONS• HEAT FLOW , UP FIG. #7 +�� �:� ""' ► t " I ! i ` �'�� � � � � � ; � ; r R� � ��� � �� �' � � � �� �� t � � � ��� � 9�4.3 9 � � � �1 U '� � � , '4 k :`9r�o.5 �' \; ' c- CUN II`'�pRUV � `y .� a , — ; "—'� � EC�� F � � : , ��. - - Zpp.B0 - � ' , _ 1 91r1.1 1 �; 3 ' ` � � � � � �. i � ,; �,� �, � � � �i � �� ` � ; � s �� � � y` ���� � � � , M � � , ' � � � � � i �- � r~ �Ro^/ , � � �f . , i \x'2 �\ 95q.9 (�� �'��--., }' ti r 9 , , i � ` � �\ ` --�-- 462.f qb2, � � h'' �� i °�� � � � } ' , i�"'-r--*--.-,. � �XI � � r a . ir� ki' � ' � . / �. l I ?.�. i � � i � � �I t 1�"�. f � �4 b.. ;� f �� ,y i '!�}' � � X � � (�� ,( ���; 'a k . y� �� � y� , �� r ' � v�. "'—�'--�-_.__ — -� ��- � ' _r :i �k . � '. � �� � : ' � 1 .\ . ___ € M � � x .' , . � ' � � � �9N. � --� . q b10 ,f� ,, �; E �: �" i i } ,; � , �; � , �,'� � _ --- � ' _ ---968 �� � ' � ' � � � � � , , 9�0.,. - _,_ _ - � f' � \� _- --------_.�9�� j q,�.2 �n '. Q ' � '--—�---- —"�— q,�Z Q � � ; , � _ __ _ ,Ro� y�2 x , � E�'�vf ,��yw„«�-- y I � q + +, j x � _�� `�� _25 _ _o � t � � y{ ��, , , ti - --cf� ,z ' y � ' ; ��' �%��. 8 ,� �__ '—. 9 9 �,�x � N � ,� ` q 1b' r � �� ' � �-�__. � .y . � . � N � . M-- ! q � ; ' � ��,+ � Z '�``" � � 98� �; ��.�P; � p�' �,.z :+�- --Z-a - �,,�.� � ' � ���' � ' �b.le7 � � � . � � • --- —_�.�4 q�'°".3 '� 9��y �L�� !S � ; t9�-► P�vP ��i�.o�r�c�� 9 " �, _�� z -� ` ; ; �' � �3� ��k i �! -- 135 9 � �- � �� � t� i! e �p ; ��;; � ! �� ,.t�. � r, �l° b 2� . IO /' / i �; g ' � / ; �` t ' � "! ( �' ' �h�i : . '�, q� 3� ' �g, � ��9 `� + ��,r ; '' + x . �_ 969 _ � f� � � � � � i� � , : �• Y .1'.- � � . A j' � q8� qe8� _ 'L ,. q�e` � ' � '/ ` / � H¢ r; �, 96�0 —� � i , ; � 9 . ``' =- 5.9 �} � 4. � , �.� � �q84 , , � M ��,,� � ' , , = 1 , a ,F t � � 917.4 �� ` : r N . q$Z 98�.c� , , � ! " i' x �� � y, r� ;' �. ` � ; � + q(i� A ��� ii` � ' ��' � r , +, t 4 k j/ � G' ;3. K .'i 3 '� a � {a �yt��i, �p r� k � ��•} ,�,. ��t � . t � % � �ib�!,T � � � �� 9���I�i i i�. 1 � � �� � �`I��'I '�''� E � �� E E?' ' _ � 971. 3 ���1�#�.vn' � � � i � l �`� i��da � �"��' �;� � ` � � aii�� '� �,� � ,.� e: r r{� � � Y � �� � � .�H d �'' �. I �� � , � !I;. ���' ,��,' � " C�A�� � j �� � ��' '� � � ��� i'+, ,, ��� ���� i �{ ��` ,3lV� � j; �`4 j ' {� p / € � � �; � � r i k ; � '_ '1, � � �� �\ 9 ��61 ��� 1�k����,'�r t i Q79 t � i/ IS ..): j � �� � �;•f. �. ' �'ie�, i �"''c f8 . k � �k �� (� � � , � ' � `��' �. � '� /��l��',s { }' '� i� �`�+�i� ��t t� AY ' ' . . — — � � . � 1��.4 M �� ��. t [ /� j��!'� r �� � � �������t F�� �` `4 � � �� �I � GOO.0�r � � ¢.� ,f. �r§ ��RON�. S �v1 4�*� i� �1 ' j ��`'�' F ' � � ,��: �� ����� � �;r � 'j $ i . i�� �. . �.-.:,� �.. �v�., ..� . . � . . , .. � .. • . ' 0 Top Chord 2x 4 2100E-1.8E MSF S-P-F T 3- -3028 B i- 2708 H ] - 120 M 2 - -742 Stantlar0 Uniform Loading (PSF) JOINTI" X: (in) Y: (in1 ANGLE TC. i, 2 T 2� -2302 B 2� 2708 N 3 � 1]70 M 4 � -]171 TCLL � 40.0; TCOL � 7.0: BC�L � 10.0; ------ ------ ------ ------ 2x 4 1650E-1.5E M5R S-P-F T 3- -217! B 3- 3023 N 5 - 701 W 6 - -646 Increase = 1.150 S 4.08 2.29 2.9 T 4- -3608 8 4� 3932 LIVE LOAD OEFLECTION BASED ON L/240 3 0.00 -3.87 4.0 Bet Chord 2x 4 1650E-1.5E MSR S-P-F T 5- -4146 6 -5.04 1.99 -1.8 NeD Mem. 2x 4 f3/STUD S-P-F BEARING REOUIREMENTS BEANING ACT. SIZE RE�. SIZE LBS B7 3.50 In. 2.95 In. i89! � BL 3.50 In. 2.86 In. 1824 BRACIN6 MEMBERS SHOYVN BY * NHERE HEOUIRED. iX4 CONTINUOUS LATERAL BRACING ATTACHEO WZTH TNO (2) Bd NAILS. S/4 PANEL POSNT SPLICES ARE LOCATED !2 IN. + - FROM EITHER TC ON BC 1/4 PANEL POINTS. THIS DESI6N IS FROM COMPUTER INPUT DEVELOPEO BY THE COMPONENT MANl1FACTURER. � 6'-3.25" 5'-11.15" 6'-5.20" 5'-8.75" 5'-7.65" 5-6 12 6� SP3-4 12 • 3-4 Q 4.0] 3-4 ' / 7.5-3 0-4-3� . f �0-4-0 1.5-3 3-8 3-4 � .5-8 3-10 �:-0'.25" 9'-3.02" 1'-6.00"� 6'-1.50" 8'-7.23" � 1'-0.00" 30'-0.00" OVERALL SPAN PI.ATE COOE SPACING• OATE _ II IS THE RESPOr�SIBILITr OF OTHERS TO a5[ERTa7N iHST THE �0�05 U7ILIZEO ON Tt�2S DESIGN MEEt OR fxCEED iHE MODEL20 TPI-85 24.00" O.C. 12/26/90 acTun� Uf.AO LOA�S �MPOSEO BY 1HE STiA1C7URE ANI] 7HE IIVE LOAOS IhtFO5f.C1 BY iHE LOCAI BUILDING CODF Uil H1510f71CAL CLIMATIC RECOHDS. NO RF.SPON510ILITY IS n;SUMED FOR OIMEIlSIO�IAL ACCUR�CY. VERIFY AI.L '�'` OIMC.HSIO!15 PNIOR TO FABRIG770H. CONNECIOR PLA7F5 SHONN ARE TRUSNdL 1ti. 18, ON 20 GaGE A; SPECIFIEO. a17171CAilON SMALL COnP�Y XITH TNE OUALITY CON7110� MANUAL' OF THE TRUSS PLAIt INSTITUTE (iPll �t:0 /ME il1USNAL 1RUSCOM MANUAi �LL PANElS NOT SPfCIP1GlLY OESIGN�iF.O ARE TO DF EOU.:.�Y OIV[OEO. �OFNOTES "i'f l'Ial Cl1TTING 0�4Y LAlEF1AL BFACING REOUIf1E0 �f IhDTY7DUA� TNU55 Ht.MOF.NS IS qOTFO Ot� TnIS DRAwiNG. A T r u s P 1 u s D� s i n TIIiS U[S7GN ASSUHFS TNE lOP CH0110 TO OE C0�7TINUOI/SLY BNACEO OY SHEATNI11f UfllF55 OTIIE{1X75[ 57ATFD MHEf7F Nu R[GID CF.iLI�IG IS APPLIEU DTFlECiLY i0 THE DO(10M L'MON�. JT SHAL1. OE BNaCF.O AT INIEHVALS NOT F%Ci�.tJING 1(1'��0'. NFiH5UN5 F.RECT(NG iRU5;E5 ARE CAUTIONED TO SF.EK NRL`fFS5I0N�L ADVICF. HFGAR0II�G TEMPOfaARY FRtCTI0t1 .. ,__S-_,CR7�Q�/� L'l�oCitlG M1rtG1 15 ALNAYS OEOUIHED TO PHFVFNT TOPVLING �NO OOMIMOING' NEfF.II 10 �RAUUG MUUO iHu55f.5� as�a�.aiia CUnMf"NT:.Rr er�0 HECOnMF.N0AfI0N3' (iPII. MHEf1E CONFUSION MAY EXiST CONCF.IIH[��G PROPEN F1Fl.(1 INfC130N DM�� FILEI - IRIAWµS�S�f�U�f_q1pORAIIONASK;Nr�(COMPMlv «f:aRLr M4HN INTENIOH DEARING LOCATIONS, CnNTILEVENS, ANO TME f.NnqOS CF tMF. TRUSS TO PpEVE�iI IMPRO{'E�7 . � iNSTALLATION. TRUSSES SMAIL NOt F1F PLACEO N ANY ENVIRONMENT 1MA1 NILL CAUSE iNF. MOISTUHE CGNiENi OF Th'E X000 TO E%CFED 19% ANO/OFl CAUSE CONNFCTO(i PLATE CORHOSION C�M�ER, MMEN NFCESSARY, IS AEST OETEHHIr�EO OY � JUO(LIOUS APPLICATION Of E%PER1ENCE AND THEREFORE 15 OUt520F Tllf. SCOPE OF RESPONSi8IlI7Y OF TRUSM�L. / EBCO / Version 1.25 � � . __.. CIF CATIONS Top Chord Bottom Chord Nebs SPECIAL P�ATE POSITIONING CHAHT Top C�ord 2x 4 1650E-1.5E MSR S-P-F T i- -2704 B i- 2419 N S - -564 M 2 - ]291 Standard Uniform LoaCing (PSF) JOINT� X: (in) Y: (in) AN6LE T 2� -2704 B 2� 1550 N 3 � 1291 M 4 � -564 TCLL � 40.0; TCDL � 7.0; BC�L � 10.0; ------ ------ Bot Chord 2x 6 ]650E-1.5E MSH S-P-F T 3- -2704 B 3� 2419 1 4.14 2.32 y� 6 0 Neb Mem. 2x 4 /3/STUD S-P-F T 4' 'Z�04 Uniform Loads PI.F Load Case 1 3 0.00 -3.91 90.0 Initial Final Start End Dir. 5 �4.]4 2.32 -6.0 BCLL 40.0 40.0 6.58 17.42 Y � Increase - 7.150 BEARING REOUIREMENTS LIVE LOAU OEFLECTION BASED ON L/240 BEARING ACT. SIZE qEO. SIZE LBS ' DI 3.50 In. 2.75 In. 1756 � BL 3.50 In. 2.75 In. l756 +/4 FROMLEI�H R TCLOREBCA]�4LPANEL�POINTS. THIS DESIGN IS FROM COMPUTER INPUT DEVELOPED BY THE COMPONENT MANUFACTURER: 6'-5.25" 5'-6.75" 5'-6.75" 6'-5.25" � R4-5 12 12 6� �6 1.5-3 1.5-3 � ! • 0-4-3� • �0-4-3 � 3-5 3-5 � 3-8 SP5-6 ' . , 3_8• .z , ' 10'-10.00" 1 '-6.00� 6'-7.00" 6'-7.00" � 1'-6.00" 24'-0.00" OVERALL SPAN PLATE CODE SPACING� OATE jI ]S TF�f FESPOriSIDILITY OF OTHFi�S TO aSCFRTAIH THa7 1HE �nnos UTILIiEO ON iHIS OESIGN HFET OR FxCEED THF M��EL2� TPI-BJ 24,0�" O.C. 12/21/9 iiSi0lICAl.O C�IMATICP�REWAOSTIIENOt�RE5P0iSI�ILITYHEi L1qE�UMEDs F0P0f0�MC-.�SIONa�L ACCURACYI��VFNIF��FA�L ',�` �IMf�I15f0!�S PRIO�i i0 FA�fiICATfON. CONIIECIOH PLAiFS Sh1UN11 AI7E iFUSNnL 16, 1B, OH 20 GAGE Ai S{'[I;IFIEO. �-M�IIiCATTON SHnLL COMPLY MITH THE '(IUALITY CONTIIOL MANUAI Of TMF TRU;S PLA7F IuSTITUTF. (1PI) RNO TME - IIIl1.NAl 1RUSCOM M�NUAI ALL PANELS N01 SPFCIF1Ca:l.Y DF�IGNAT�[1 PI1F. 70 L1F EOU::LY OIVIDEO. I�OENOTES / � T r � T `'�����p�- ��Uli1NG. OIILY LATER.IL 11�iACING REUUIfiF� OF jhplV]DUAI. Iql/5S Ml.M0f:175 IS "lOTF.D UN TIfIS OIiAMING. u s P 1 u illj$ �[5/GN A$SU4F5 1ME lOP CHONn 10 �F COIITl��I�(11/]iY OH4CE0 �Y �11(ATllltlf UNIE$$ O7HE(iMISF S1RiE(1 Nf�FRF �W IIIG1[7 CF7LItlG JS APPLIEO p1NECTl.Y 70 THE OOItOM CHUHD, IT �Hall. pF OHACED A7 I1lTEHYALS NOI El.Ci�iJh1G f0'-0' PFN;.iNS ENFCTWfi TRUSSES AHE CAUTIONED TO SFfK VNOiFSSfUNeL ADYICf: RFGAHUING iF.M{�ONAN'! F4fCT10!1 . ,-_�-_,�'R7����/� 01���C11lG MniCrl IS ALMRYS RFOUIHED TO PIIFaf.NT 1[7P1'I IrvG aN0 DOMSNOING'. HFffll 10 ORnCIt�G N(ilr:7 INUSSf.S'. •7i�71 i�i�7 Cl7MMfN1aqY •pp NEf.OMMF.N0AT10NS' (iPI) XNf:RE COHfU5I0N H�Y F.XjtiT CONCfHtlU1G PROPF.H FIkLD InfC110N, ONfI FI�E� 11MWMSYSf[M'_"f,p�(ppqlpNA$��NiDF<'CNvU'qNr CLtPill_Y MAIiK INiF11I0H UEARING I.00ATIONS, CA��IILEVfN$. AND TH[ fur1HD5 CF� iHF Tf7U55 T;l Pf1E�[.�:1 IMFIIOPtR . � INSTALLATION. 1HUSSFS SMALL NOT E1F G�ACEO N RNY ENVIf7�NMFNT 1NAT MiLI CAUSF. 111F. MOiSTURE CUNIFNT OF TI�E. MOOU 70 E%CEF.D f'JX aN0/OFl CAUSE CONNFf.TON VLAtF COHNDSION CaME1F.R, WHfN NECF.iSAHY, IS AEST DETERMi��F.O OV JUtI[CIOUS APPL7GT10N OF E%PERII'NCE ANO THF.HF.FORE IS OUTSIDE 1!IP� SCUPE OF RF.SPOrlSIBILITY OF Tf1U5Ma�. / E8C0 / Version �.25 Top Chord 2x 4 2400E-2.OE MSR S-P-F T i--16674 B i- l49S4 M i - 4590 W 2 e -5505 Uniform LoaOs PLF Loatl Case 1 T 2�-11323 8 2- !49]4 W 3 - 964� N 4 - -5505 Initial Final Start End Uir. Bat Chord 2x 8 2250E-1.9E NSR S. PIt� T 3--11323 8 3- f4914 W 5 - 4589 TCLL 80.0 80.0 0.00 22.33 V 2 COMPLETE TRUSSES REOUIREDI T 4�-l6674 B 4� 14914 TCOL 74.0 14.0 0.00 22.33 V Web Mem. 2x 4 !3/STUD DF-L BCLL 600.0 600.0 0.00 22.33 V SPECIAL PLATE POSITIONING CHAAT WEB 3 BCOL 222.0 222.0 0.00 22.33 V JOINTf X: (in) Y; (fn) ANGLE 2x 6 365QF-1.5E NSR S-P-F Increase - ].150 ------ ------ ______ ______ ' LIVE LOAO �EFLECTION BASED ON L/240 1 5.85 2.87 5.4 Left Side kedge 2x 4 /2 or Betterll S 33.52 fi.70 5.4 Right Side Nedge 2x 4 �2 or 8etterll . ' 3 0.00 -5.75 90.0 5 -5.85 2.87 -5.4 BEARING REOUIREMENTS 5 -13.52 6.70 -5.4 BEAqING ACT. SIZE RE�. SIZE LBS Bi 6.00 In. 6.03 In. 10229 BL 6.00 In. 6.03 In. 10228 S/4 PANEL POINT SPLICES AR LOCATED �2 IN. + - FROM EITHER TC OR BC ]�4 PANEL POINTS. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED ' 70GETHER KITH fOtl NAILS AT 12' OC THROUGH- OUT. EACH MEMBEH MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOYVN. . ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) . EOUA�IY TO EACH PLY. � THIS OESIGN IS FROM COMPUTER INPUT DEVELOPED BY THE COMPONENT MANUFACTURER. 6'-0.63" 5'-1.37" i ��� �+• 5'-1.38" a+. sTB 6'-0.62" R7-8 iz i2 6� �g 3.5-8 3.5-8 • / � 0-4-3� , ' �0-4-3 5-8 � 3-10 7-10 3-10 SP7-8 5-8 i �• ` 5'-3.13" 5'-10.87" Fe r-�. s� s�� � 5-8 5'-10.88" 5'-3.13" g_g L �I 22'-4.00" OVERALL SPAN PL�7E CODE St�nCI�iG• OATE � I7 IS iHf: RFSPO�l;I(3ILITY OF OiHFHS TO nSC[RTAI�� iHai THE LOA�S UIILIiED ON iH15 DESIGt�HFET OR F%CEFO TI�E MODEL20 TPI-f35 O.00 �� O.C. 12/21/90 �� ACIUAL OFAO LOA[JS IMPOSED BY TNE STRUCTUIIF ANO iHE LNE 'DAOS IMPO.^,F.D BY THE IOCAI BI�IIDING CU[7F O(1 HISTOIIiCAI. CIIMATIC RECOPOS. NU NE;PUNSIOILT�Y 7F. '�SUMEO FUN 01MFI1570tlAI_ ACCURACY. YF"RiFY aLL '� '` �1HlN:IO'�S PP10ii TO fAOIiICA7fON. CUUNECIGII PLAf(S °dlONt� �NE TRUSFai 16, 1B, 09 20 WGF. �S Pt:CIF;ED fA�ilifCAl10N 11•1ll CONPLY X(Tfl ll�f 'UUR�I1'! COIJf�IOL MANIIAI� OF TI�{; 1f1Ui5 f'��11 jll:IjlU1f 171'I) �110 1NE IIIU::MAI 7f1U5CpM MAtll/�l �IL 1'A'!!1!: IIOT .�f��((:II IC%.'.l'f Ilt;1,f�F1(Il R(If 711 11F 1011i!LY UIV11lif� ,A I7fflClf i -- 'i'il'�A� ftlll(Nf�. OIIIY LAIf11.1L I111Al;�lili 17F.(lUllllll UI fI.11I\'IOUAI. IIIi1SS MlMililli 1.`�. !1011(7 Uf! fl�l$ ()IIAN�1�(i � ,� 1 r u s P 1 u s D e s i n T �. r�,� ���5r�.�� �...��,��, ,�,F ,o,. �"��„�, ,� �„ �:���,�,,,,,��,�,.Y „"��,�, ,,. ����.,,,,,��, Ufqf^.5 O111F(IN1��( S,A„�, ...F„� r11� IIIGIII L!'ll.11lli IS A{'VLI(Il ll(IIECIIY IU Illf f1�IfIiM Lllflll:l. (I "IIAII. 11f II(1A(:(I) A1 IIIIf11VAI i II(If 1 i.i�llll(. 1ll' U' f'I11!�'�Il�i F11((;12tIG IRU�iF:i A17F CAUflil/lf(1 f� SIIM 1'll�il�i'�IGIlRI AUVjC1' IIEf4f101t!(. IFMI'U{f61i/ I!�!(:ilOfl , -S-_,MI�T�it� 1!II,:II�I� NIIILlI I� A1 NRYS 11FOUINfU TO ('lil'':f�.N1 Ibl'{'I IN<, AN(/ :)I1NI1101r1f'. NI.1111 10 'OIi,�CIt+Ii XI..1 Illl�':5(.i' P �saa ii�.7 f.UMMINU.IIY ANU NIfUMMfNUA110NS� ITPII. HIIf11F CUNfUSIOH MCY f%I:J (:ONCFNIIIIlG PNOPI`.11 IlIIU 11�lCII011. �IN(j� FILEt IRII$WNSYSffA��'OIIiURAiIpryASIGfNiDE(:OMI'A1JY ('LFAl11.Y MAI7K 1N71�.IIION OEAfiING LOCAiI0N5. CAf�fILfVFII$. ANU i11E C��rIHf)i CF Tllf. TIIUSS 1:1 �'IIFyl�1:1 iH��170f'kf7 INSTALLATION. 1HUSSt$ 511ALL HOi df PLACEO 'tJ AtlY F.NVI{70NMF.11T 711A'f MILL f,AUSF ?IIE MDISTUHE CONiFtli Gh Tt1F. . MOOD 10 E%CffD 1J% aN0/OFl CAUSE CONNFfTOR PLAiE COHHOSiON CPMpE�, WHf�11 NFCESSARY, ]S t3fST DE1Ef1MIl�f:O OY JUU1C10U5 APPI.ICATIOH OF F:%PERIEHCE ANO THfREF011E IS OU15IDE iMf: ;f,OPF UP qF.SP0��5i9ILI1Y CK Tq1I5NtL. / EBCO / Version 1.25 LUMBER SPECIFICA7ION5 Top Chord Bottom Chord Webs SPECIA� PLATE PDSITIONING CHART Top Chord 2x 4 1650E-3.5E MSR S-P-F T i- -2508 B !- 2243 W i - -525 W 2 - ii94 Standard Uniform Loading (PSF) JOINT# X: (in) Y: (in) ANGLE T 2= -2508 B 2� 1443 M 3 � 1194 W 4 � -525 TCLL � 40.0: TCDL � 7.0; BC�L � 10.0; ------ ------ ______ ______ Bot Chord 2x 6 1650E-1.5E HSA S-P-F T 3- -2508 B 3- 2243 f 3.00 1.75 0.0 Wep Mem. 2x 4 i3/STUO S-P-F T 4` -2508 Uniform Loads PLF Load Case 1 3 0.00 -3.91 90.0 In7tia] Final Start End Dir. 5 -3.00 1.75 0.0 BCLL 40.0 40.0 6.17 16.17 V , Increase � 1.150 BEARING REOUIREMENTS LIVE LOAD OEFLECTIDN BASED ON L/240 BEARING AC7. SZZE REO. SIZE l8S • B] 3.50 In. 2.58 In. 1644 BL 3.50 In. 2.58 In. 1644 • +/4 FROMLEI�HER TCLOREBCA!/4LPANEL�POINTS. THIS OESI6N IS FROM COMPUTER It�UT DEVELOPEO BY THE COMPONENT MANUFACTURER. 6'-0.25" 5'-1.75" 5"-1.75" 6'-0.25" - R4-5 12 12 6� �6 ` 1.5-3 1.5-3 0-4-3� . � ��-4-3 � 3.5-4 3.5-4 � 3.5-6 SP5-6 � . 3.5-6 ' ' 10'-0.00" 1'-6.00" �'� 6'-2.00" �� 6'-2.00" ' 1'-6.00" � 22'-4.00" OVERAL� SPAN � PLATE COOE SPACING• DATE � � II IS THF RF.SPONSI9SLITY OF OtHFRS t0 nSCERiAIN TNnT iHE LOnUS UTII.IZFO ON 7f�IS OESiGN MFET OR F%CFt� TMF MODEL20 TPI-85 z4.00� O S2I2S�9O ACIUAL UfA� 10A0$ IMNOSED BY 711E STqUCTUf1F AN� 111E IIVE iOADS iMPOSF.O 01' ThIE LOCAI BUIL[)I1lG COUF OII NIS�O{IICAI. CIIMATIC RECORDS. NO NFSPONSil31LITY TS aS5UME0 F011 (7IMFRSIOnAL ACCURACY. VEHIFY ALL _ '� '` OIMG.NSIO"�S nnroa TO FAORICAifON. COnNEI'lOH PLAi(�S SHJMi� af7E TRUSNiI 16, f8, O�i 20 GAGE Ai PFCIFIFD. FAllli(CA710H IIA�L COMPLY NITH TNE '(IUA�I7Y CONIiIOL MANUAI' OF TMf. THU.^�i I�LA1F jNSTITUTF. (TVI) P��D IHE IIIU:;MaI THUSCOM MANUAI ALL PANELS NOT SP(CIFIL'a;LY Of5(f,tuTF.O aRE 70 f1E EOU.!�Y OIvI�E�D. �D[NOTES T `'�(1nl f.U7TING 017LY LATEf1AL 1f�7ACING REOUI17f0 OF IhUi�'IOUA� 7{7U55 MFMOfliS 75 �IOIFD �N TNIS 011aN(NG. P lIIiS OfSfGN ASSU4F5 THE lOP CH0111) TU Of CONi1NlIGI15i.Y BNACEO OY �IIFAT11f11G UNl[SS O7HEf7Mi5E STA7F0 N�tEHF. iu �UGfI] CF1LiNG i5 APVLIFO I]iHECTLY TO T�1E t301fpn CHON;), I1 �HnII_ �F OIaACCO aT R�IFHYaLS n01 FaCiftl7t�G tU'-0" PFN;.iNS fHFCiItIG TRUSSES AHE CA4ilONfO 10 Sf.FN FNCrES3IU11aL ADViCE IIfGFROItlG Tf.MPOHAR! F iff.T10H � �. ,-_�_�,�11�Tl�*R� l!i1,:1:Irlf, NliiCll i$ AINaYS fiFOUIHEU 70 PIiF.'ffNi lUf'{'IING �No DOM7�l�IliG'. liFFfll i0 'flIIACItlG WUII) T11U�Sf.S' t7��7ii�y�y7 I:UMMINI,1{�Y ANIJ RFC(1MHFNOAItONS' �TVII NHFIIF CONFU�ION MPY F%ISi CUtICFNIlI1JG 1�ROf'Ef7 flfl_[l IIi1�CIlU11, DH6� FILE/ . ��7VSWMSYStEM:f.qppppnllONALGPNiOFCOMPANv ��<<-�����7 MA��K INTEHIOH DEAHING LOCATIONS, CAr�TILEVfHS, At�p iHE CuaHf>; CF 71�F TIlU55 TO PR@vfl:i InPnOPFR � . INSTALLATION. TRUSSF.S SHALL NOT E1f PLACEO tJ ANY ENV7{IONNF.I�T 1lUT XILI f.AUSF tllF. MOISTURE CGNTEtlT OF� TME N001] Ip E%CEFD f9% nN0/OR CAUSE CONNFf.TOR PLAIE CORHOSION CAMPFR, wHE17 NFCESSAFlY, IS f3EST DEiERMItIE�OY JW[c10U; APPI.ICAitON OF E%PENIENCE ANO TNf.RF.FORF IS OU7SIUF. 7Nf[ SCUPF. OF RESPOr1518ILITY CN� TRU�N4�. / EBCO / Version 1.25 LUMBEA SPECIFICATIONS Top Chard Bottom Chord Mebs Top Chortl 2x 4 1650E-1.5E MSR S-P-F T i- -8573 B i= 7668 M 1 - 2606 X 2 - -3622 Uniform Loads PLF LoaG Case 1 T 2- -5056 B 2- 76fi8 W 3 - 4006 k 4 - 1906 Initial Final Start End Dir. Bot Chord 2x 8 1950E-1.7E MSR S. PI1� T 3- -5056 B 3- 2867 W 5 - -4588 N 6 - -118 TCLL 80.0 B0.0 . 0.00 20.00 V 2 COMPLETE TRUSSES REUUIREDI T 4� 0 TCOL f4.0 l4.0 0.00 20.00 V Heb Mem. 2x 4 /3/STUD S-P-F BCLL 314.2 3l4.2 0.00 20.00 V •SPECIAL PLATE POSITIONING CHART kEB 3 BCOL i53.5 i53.5 0.00 20.00 v JOINTf X: (7n) Y: (in) ANGLE 2x 4 i3/STUD DF-L Increase - �,150 ______ ______ ______ ______ � LIVE LOAD OEF�ECTION BASED ON L/240 ! 5.18 2.84 7.3 • 3 0.00 -3.91 90.0 BEARING RE�UIREMENTS • BEARING ACT. SIZE FEO. SIZE LBS - B! 6.00 In. 3.35 In. 56i7 BL 6.00 In. 3.31 In. 5617 . +/4 FROMLEI�H R TCLOREBCA]/d PANEL POINTS. UNIT SHALL CONSIST OF (2) MEMBERS FASTENED TOGETHER WITH !Od NAILS AT 12' OC TIiiOUGH- . OUT. EACH MEMBER MUST HAVE CONNECTOR PLATES BOTH FACES OF EACH JOINT AS SHOFIN. ALL LOADS SHALL BE DZSTRIBUTED (BY OTHERS) • EOUALLY TO EACH PLY. , THIS DESIGN IS FROM COMPUTER INPUT DEVELOPED BY THE COMPONENT MANUFACTURER: 6'-6.13' 5'-5.87 u 5'-5.87" 2'-6. 13" R4-4 12 ' S2 �6 ' 6� 3.5-6 3.5-6 � 1.5-3 �2-4-3 ' - 0-4-3� , • 3�10 3-10 7-10 4� SP6-8 , . ' • 5'-7.62" 6'-4.38" . 8'-0.00" i_ � � 20'-0.00" OVERALL SPAN � PLATE COOE SAACING• DATE . I7 IS iHE RESPON;I�ILITT OF OTHERS TO aSCERTAIN TMnT THE LOa�S U7ILIZED ON Tk1IS�ESIGf+MEET OR E%CFEO THE MODEL20 TPI-85 Z�I.00� O.C. 12�2B�9O ACfUAL OFAO LOA�S IMNOSED BY THE STRUC1Uf7E ANO tNE LIVE LOnDS IMPOSEO 8Y THE IOCAI OUIIDING COOF OR �457Uf1TCAL CL1MnTIC REGOROS. NO RESPONSIDILI?Y IS n55UME0 FOR OIHENSIOMnL ACLURACY. VEPIFY ALL. '` '` OIMf!NSIO!�S PR�OH TO FAORIC�TION. CONNECIOR PL>tF5 SHONN ppF TpUSNnL 16, 18, ON 20 GAGE CS SPECIF2E0. FAHIIiCATTON NALL COMPLY Ni7H TNF OUAlI7Y CONIROL MANUAI' OF THE TRUSS PLA1F INSiITUiE (TPI) ANO 1ME . � Il7lISNAt TRUSCOM MANUAt ALL PANELS NOT SPF.CIFIC�ILY DESIGNATF.O ARE TO t1E EOUF:.LY OIYIOE�. �OENOTES "''fCTal_ CUTTING. ONIY L�TEIIAL HRACING REOUI�EO OF IhDIVIOUAL TRUSS MEMOFRS IS 40TF0 0�� iHIS O�aMING. A T r u s P 1 u s D e s i n TIIiS 0[SJGN ASSUMFS T/IE TOF CHO{IO TO OE CONTINU011SLY OHACEO DY SHEATHIIlG UNlESS Oi11EFlNISE SlAiFO M�tERE ��u 111GI0 CFILIHG !S APPLIEO OINECTLY TO THE OOfiOM CHOHO, IT SHALI. OE BFaCED ai INtERVALS NOi E%Ci�fUING 1(I'-0' PFRSGNS FRECTIN6 TRUSSES ARE CAUTIONE� TO SEEN PRUP€SSIOt�aL AOVICF PF.GFRDII�G TEMpOHpp'f F!IFC110N ,. ,-_S__,Q17«�"� L'i�.�C(t1G MNICM I$ ALNAYS REOUIHED TO PHF.VF.NT tOPPIING �NO DOMINOING'. REFEfI TO ORACING MOnD iHUS5f�.5t �7��7j i�ap�7 CUnnfNIaRY ANU NFCOnHENUATI0N5' I1PI1. NHERE [ONFUSION M�Y F.%I51 CONCERNit�G PROPEII fIELO I�NEC110t1, DNGI FILE/ � tauswasrs�tn�cora+oa�ipn�s�crxxxconm��nr ��fAli1.Y MANK INTEf1I0H OEARING LOCAtI0N5, CAN7ILEVENS. �N� THE CNnH05 CF THE TRU55 TO PFE`/[t�l IMFRONER � � INSTALLATION. 1RUSSES SHALI NOT DE PLACED 'N ANY ENVIRONMF.NT iHAT NIIL CAUSE THE MOISTUPE CUNTENT Of iHE MOOD 70 EXCF.ED f9X nN0/OR CAUSE CONNFf.TON PL0.TE CORROSfON C�HBER, NHEN NFCESSARY, IS BEST DElERMItIFO 01' JUDICIOUS APPLICATION OF E%PERIENCE ANO iHEREFOFE IS OUTSIDF THF. S[OPE Oi RESPONSIBILITY OF iqUSM��.. / EBCO / Version 1.25 � LUMBER SPEC(F[CRT[ONS HEnBER FORCES.fRON LEFi TO R[GNT: i0P CNORD BOi?OH CHORD NEBS RERCT[ONS ti',,.. TOP CHORO 2X4 1850E-1.5E H3R 9-P-F �r;�•'nii'�''��,e,* BOT CHORD 2X4 IBSOF-1.5E N9R 3-P-F T 2= -2294 B 2- 2907 N 2- 1688 H 3 _789 REACi[ON o B 3- L254 !�''�•��UU:%f•�`�. NEBS 2X4 s3/SiUD 3-P-F T 3= -2294 .�¢y��..�`f�y(,;�1 T 4= -3t53 ,y BEHR[N6 REOU[REnENiS PROVISION MUST BE MADE TO �b�1 p�� .�p}�1 dN' A`y4 HlL BEAR[NGS SHONN HRE 3.5' EXCEP� AS NOTEOt iRUS3 LOHOIN6 ICON ll �a «ti�I�iiL� ' f UN(FORH LL ON TOP CNORO = 40•0 PSF DISPLACEMENT AT THE BEARI � UN[FORH DL ON i0P CHORD = 7•0 PSF � Pi;t)FESSIOP�nL ��� L O C A T E [N i E R-P H N E L 3 P L[C E S H T 1/4 P H N E L L E N O T H F/- U N[f O R H O L O N 8 0 T C H O R D = 1 0.0 P S f �� E I�t G j�J F E R t2 [NCME3 FROn E[TnER ENO Of iHE PHNEL IND[CHiED. iOtRL DE9IGN LOHD = 57.0 PSF �.c,, �,�, r � `� HDDITIONAL LOAO[NG f ;, � � �'� d� fH[S OESIGN MAS BEEN PREPARED FROH COhPUTER [NPUf � .i>,;,,, D E V E L O P E O B T i H E C O M P O N E N T M A N U P A C T U R E R. CONC: TC YERi 228.0 1 t 6 0.O L L) L B S A! P N N E L P O t N T l � CONCs TC VERi 228•01 tB0-OLL1 LBS HT PHNEL POfNi 5 � s� LOHD DURHi[ON [NCREHSE - 1.15 �`5��.�s . � 1 7 1�a9 PLNTE ROTRTEO 90 DEO. / 3.5-4 1.5-3 l.5-g 12 HORIZONTAL HORIZONTAI 8 � t� � � 8 �''� 5-8 � . ��3 y�_—y 12 l2 ' 3.5-8 9.5-B Y 9�-0•�� 9�,.�• w 24•0 ' 18'-0.0" OVERRLL SPAN 24,� • PIHiE COOE SPHC�NO OHTE 11 76 IIIE RE6PONSIBIL171 Of OfHER6 TO fl6CERipIN 7Nfl1 7HE 1ON05 U7ILIZEO ON TH76 DE61GN MEE1 OR EXCEEO 7ME HODEL20 TPI 24•0� � �.C• �/t3/8� , fiC7U11L oeao LOp05 IHPOSED BT iNE 67RUC7UHE qN0 i11E LIYE LOH06 IHPOSEO BY iME LOCHL B�ILOING C�OE OH HISTOflICPL CLItlOIIC RECORO6. NO flEbPON6]B]UiT ]6 H66UtlE0 FOR O1MEN610NRL NCCURHCi. VEfllf1 RLL O1nEr+6J0y5 PRIOP 10 FNBR1LpIlON. CONNECIOR PLHTEB 6HOHH HRE 7NU6NHl I6. 18. OR 20 GHCE RS SPE[IFIED. FNBRI[{I110N SHOLL COMPLY H1TH TME OUHLIIY CONTflOL HHNUflL" OF TNE iRUSS PL87E ]N5117UiE (1PI1 RND 1NE A� A N Y T R U S� D E S I G N »U6Nql, iRUSCOtl MqNUFlI. RLL PRNEL6 N07 6PECIF]CpLL1' OES16NNiE0 PNE TO BE EOUPLLT OlV10E0. • OENDTES T R U S W R � SPECIRL CUI7ING. ONIT LNTEflNL BflNC]N6 NEGUIREU OF IN07V10UHL 1pU86 HEtl8ER8 /b NOTED UN IH16 OflONlNG. 1M16 OE61GN FlSSutIES 1ME lOP [HORU 70 BE [ON7INUOU6LY BRRCEO BT SMEHTHINO UNLE68 O/HENNI6E 67PiED. HnEHE NO NIG10 CEILING I6 HPPUED OIHECIII 10 1ME BOiTOM CMORD. I1 SHHLL BE BRHCEO Ri IN1EflVFL6 N0T EXCEEUtNG 10'-0". PEflSUNS ERECIINC 1RUS6E6 qRE LBU110NE0 i0 6EEK PROFE5810NH1 pOVICE REGHRD]NC TEtlPOflNRT EPE[ilON BflflCING NIIICH IS BLHN15 flEOUfRED � i0 PREYENT 70PPL1NG RNO "OOtl1NO1N0". REFEfl TO "BNHCING M000 1RUSSE6� UHO• � YW/ (_�J r ((( f,�E. � S Y S T E M S jNbitFl1LLO110N'+oN?RU6SE6NSMOlLNN01 BEpPINCE�EINNpNiEENY7NONMENiMINH7�N/IL�CRU6EHiNE5M0167UREflCON ENinOF�TME � 1 lJ � �� fRU9Wtll 9YS1EnS CONPOHH�(ON q SIUNOOE COnPqNY N000 70 EYCEEO 197. RNO/Ofl CHUSE LONNEC70R PLqTE COflRO610N. CNMBEfl. NHEN NECESSRfl1. 16 BESI OETERtlINEU BT JU111CIOUS APPL1f.NT)ON OF EIIPERIENCE HNO THEREFOflE IS OUi81DE iHE 6LOPE OF RE6PUNSIB1L1T1 OF 1pU5NfiL. 168H � 47 EBCO �EBCO SiH�70RRD SCISSOR 2.05 / 1.07 � � ' op or o tom Chor Weds SPECIAL PLATE POSITIONSNG CHAR7 Top Chord 2x 4 1650E-1.5E MSR S-P-F T i- -4722 B i- 4354 N i - -798 N 2 - -353 Standard Uniform Loading (PSF) JOINT# X: (in) Y: (�n) ANGLE T 2� -3828 B 2� 1747 W 3 � 2642 M 4 � 256 TCLL � 40.0: TC�L � 7.0; BC�L-� 10.0; Bot Chortl 2x 4 1650E-1.5E MSH S-P-F T 3� -3828 B 3- 2029 W S - -507 Increase - 1.150 1 -0 22 2.91 14 0 BC. 1 T 4� -2066 LIVE LOAD �EFLECTION BASED ON L/240 4 0.00 -4.50 90.0 2x 4 2100E-1.8E MSR S-P-F T 5� -2268 6 -3.50 2.00 0.0 Web Mem. 2x 4 !3/STUD S-P-F 7 0.00 3.50 0.0 NEB 3 � 8 0.00 2.94 -7.0 2x 4 1650E-1.5E MSF S-P-F Left Side Wedge 2x 4 f2 or Betterll . BEAAING REOUIi�MENTS BEARIN6 ACT. SIZE REO. SIZE L8S B] 6.00 In. 2.4i In. 1539 BL 6.00 Ifl. 2.41 Ill. 1539 THIS DESI6N IS FROM COMPUTER INPUT DEVELOPEO BY THE COMPONENT MANUFACTURER. , 4'-5.90" 3'-5.87" 6'-3.25" 4'-0.22" 5'-8.75" . R6-6 32 12 6� 1.5-3 �6 , 1.5-3 / 1.5-3 . 0-4-3� ' 7_g i �0-4-3 � � o � �_�3 N 3 3.5-7 0 12 1�2 5-6 4-5.., ' • ' 8'-0.13" + 1'-6.00� 8'-6.13" 7'-5.75" � i'-�.00" 24'-0.00' OVERALL SPAN PL�TE CODE SPACING• OATE � IT IS THE RESPONSIBILITY OF OiHF.RS TO CSCEPiA1N THAT 1HE LO�OS UiILI2ED ON iNIS�ESIGN MFET OR E%CFEO iHE M��ELz� TPI-85 24.�Q" O.C. 12/21/90 ACIUAL UFAO LOA05 IMPOSED BY TIIE STqUCTUf1E ANU iHE L1VE LOAO$ IMPOSEO BY TNE IOCpL BUILDING COOE 0{I HISTOf11CAL CLINaTIC RECOROS. Ntl RFSPONSIDILI7Y IS RC„UMED FOR �IME�i570�+nL ACCURACY. VFRTFY �LL ','` OIMfN510!!5 PRIOA TO FAORICAi70N. CONNEL'ION PLATfS SHOH1� �RE iqUSMiL 16, fB, 0�7 20 C�GF. Ai SPFCIFIFD. �APtiICAi10N SHALL COMPLY NITH THE UUAL7TY LOIJ1f70L MaNUAL' OF iHE THUSS VLAIF INSTITUIE (TP1) AND 1HE �NUSNpI. iRUSCOM MANUAI �LL PA��ELS NOT SPECIFICa:LY OFSIGN�TF.� �f1E l0 OE EOUa:LY DIVIbE0. �OENOiES °i'f CIPI_ CUiTING O��IY ��TE�iAL B�ACING REQU]I1ED OF IkDiYI�U�L iqUSS nF.N(iF.HS IS •IOTFO UN THIS ORAMiNG. A T r u s P 1 u s D e s i n IHiS U[S7GN ASSUMFS iHE lOP CH0110 TO UE C011T1NUOUSiY [11aACE0 01 SHEAt117NG UNIESS OTHEqMIS[ S7A1E0 MnERF ��u IlIGIO CF.IIIRG 15 APPLIE�01RECTl,Y i0 THE BOROM CHON.I, 1T SHALL OE BHACFO AT fNTFNYALS NOi E:xi;i:lUING 1(1'��0' N(.1750NS EHECTING TRUSSES ARE CAUTIONED TO $tFK NHUrE55701�AL ADVICF. PEGRRUII�G 7FM{�OIIAf7/ F!i1CT10t1 .. ,--5-_,.'�lll��"� LI�i.Cit1G MNICH IS AIMAY$ OEOUIHEO 10 PHEVFNT IONPI_ING �NO OONIHOIHC. HEPEN TO �RaCt11G NOOU iNU.^.St.S: ��7j i1V7 I:UMMfNfaflY ��1U NELOMMENOATIONS' ITPII. NHFfiE CONFUSiON MAY E%i5T CONCFRIIl�IG t'ROi'FH fIkLU Iu1.C71Ur�, (JNG/ FILE/ ��WNSYSfFhLfprypq}Al10NA51(�Npp(COMV�NY «fA{ILT M0.NN INTEIi70H QEARING LOGAilONS, CANTILEVFNS, ANO TItE Cw�NDS CF 7HE TfiU55 1:1 {�REVf:lli 1MHHOF'F:R INSTALLATION. IRUSSFS SHeLL NOT OF PLACEO N ANY ENVIRONNFN7 iHnT MtIL CAUSE TlIF. MOIS?UI7E CGNiFHi OF THE � M000 TO E%CFEO f9% AND/Ofl CAUSE CONNFCTOR PL.n7E CORROSION CnM[iER, NHF.N NECESSARY, IS f1EST DEIEI7MItrF.O OY � JUOICIOUS �PPLICATION Of EXPERIENCE AN� iNERFFONE IS OUTSIDF. TI�F. SCOPE OP RESPOHSiBIIItY OF TRUSMtI. / EBCO / Version 1.25 � .. - r� , , L kBER A N Top Chor Bottom Chor ehs • Top Chord 2x � 2100E-S.BE MSR S-P-F T 1� -3347 B i- 3095 N 1 - 100 M 2 - -913 Stantlard Uniform Loading (PSF) JOINT/ X: (in) Y: (in) ANGLE TC. 3, 4 T 2� -2357 8 2� 3085 N 3 � 1595 M 4 � -232 TCLL � 40.0: TCOL � 7.0; BCOL � l0.0; 2x � 1650E-1.5E MSR S-P-F T 3- -1345 B 3- 1384 N 5 � -376 k 6 - 1247 Increase - 1.150 1~ -1.19 2.67 14.0 T 4� -1348 B 4� 0 N 7 � -1122 LIVE LOAD DEFLECTION BASED ON L/240 ' 3 0.00 -4.25 •90.0 Bot Chord 2x 4 3650E-l.5E MSR S-P-F 7 0.00 3.00 0.0 Web Mem. 2x 4 Y3/STUD S-P-F � � BEARING REpUIF�MENTS . � BEARING ACT. SIZE RE�. SIZE LBS Bf 6.00 In. 2.06 In. l3if � BL 6.00 In. l.79 In. 1540 BEARINGS MUS7 ACCOMMODATE HORIZONTAL ' . MOVEMENT, THIS DESIGN IS FROM COMPUTER INPUT - DEVELOPED BY THE COAIPONENT MANI�ACTURER. . 6'-5.47' . 3'-10.25" • , 5'-6.53" 4'-1.75° R5-6 12 ' �6 - !2 6� . 1.5-3 3-4 .' / 3-4 �2-4-3 0-4-3� 1.5-3 6-6 * ro � � 3_B �3 �' 3� 3-4� 3.5-8 � ,•a : • 3'-8.28" 4'-1.75" - !'-6.00"� 6'-3.72" 5'-10.25" 20'-0.00" OVERALI SPAN PLATE COOE SPACING• OATE � . It IS iME pESPONSIBIUTY OF O7HFRS TO AS[ERT�IN TH�t THE LOeDS Uifl 2E0 ON iHI4 DESIGN MEET OR E%CEEO TnE MOOEL20 TPI-85 2Q.00� O.C. S2I21I9O aCTUnL OFAO LOAOS IMPOSEO BT Tlff SiRUCTUf1E �NU iHE LIVE LOnOS t�oseo er ri� LOCAI BUILDING CODE Ofl tqSi0f11CM. CLINATIC RECOROS. NO RESPONSIDIUTY IS aSSUMED FOfi UfNEN570NAL ACCUfi�CY. VERIFY ALL. '"` OIM[17SIONS PFlIOii TO FAD(IICA7ION. CONNECiOfi PLATFS SMOMN A(iE TRUSNA� �6, 1B, OH�0 GA6E AS SPEC2FIE0. FAI1f1iCATTON SMALL COhM.P NITtI iNE OUAU7Y CONTROL MANUAL' OF TME TRUSS PLAIh INSTITUTE ItPU ANO THE � iHUSNAI 1RUSCUM MA1N1At AlL PANELS NOT $PECIPICALLY OESIGNATE(1 �PE TO flE EOUOLLY OIVIOED. �OENOTES °'9 Cia�_ CUITING. ONIY IATEF�AL BRAC MG REOUIREO OF IhDIV70UAl TRUSS MtN0E17S IS nOTF.O ON T�iIS ORpwT�+G. A T r u s P 1 u s D e s i n 111iS UESIGN ASSUMFS illE tOF CHO{1� TO OE CONT]NUOUSLY tiH�CEO Or SHEATHIt�G UNtESS OTHERMISE S1AtED M��EPF �lu I�IGID CEILING iS APV�IEO DiHECTLY i0 TNE 00li0M CHOHD, IT SMAI.L OE BHACf.O AT INTEHVAL$ NOT F1�Lff02NG f0'-U' PF(iSONS ERECTING ipUS5E5 ARE CAUTIONEO TO SE[K VRUF€SSIO�u1, ADVICF. REGFPOIHC iEMPORAN/ f�IFC110N ..., ,__S_�,��1t� UI1aCi1lG NMICM IS ALNAYS f1E0V1HE0 t0 PHf.VENT TOPPUNG ANp DOMIHDING'. NFFf.O TO 'B{i�CING MDOD 7HUSSF-.5� � r.a�sa CUMM(N1AilY ANO NEf.OMr�E�1QATIONS' (LPI1. NHERE CONiUSION MA1 EXISi CONCFI7NING PROPER FIFLD INfCTION, �NGI FILE/ � � tauswKsrstEn�Coar�oa�non�y�riootCpr,w�Nv CLtA{1LT MAHK INTfHIOP BEApIN6 LOCATIONS, C�NTILEVENS, AND TNE fw�RDS Cf i/1E TRUSS T(1 PRE�EIJI IMPiiOPER � � � INSTAlLA7I0N. 1RUSSES $N�IL NOi BE PLACEO 'N ANY ENVIRONNENT ?MAT M1LL CAUSE TME MOISTUHE CGNTENT OF TNE N000 70 EXCEEO 19% �ND/Ofl CAUgE CONNFf.iOR PLATE CORROSiON. C�MBER, MMEN NfCE55ARY, IS BEST DETERMItlF.O OY JUUICIOUS �PPLIC�?ION OF EXPERIENCE AND THEHEFORE iS WTSIDf. �NF. SCOPE OF {iESPONSIBILtTY OF TRUSN�L. - / EBCO / Version i.25 DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED ��� ` � PERMIT N0. COMPLETED 11 � ADDRESS��/� f���- ���``�� OWNER VGI��`�`L�- CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 1/A� Q � 05 FINAL 13 METER SETITURN ON ITE INSPECT � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNERICONTRACTOR TO MEET YOU:_YE NO � CO ENT . c ,�Q `tO C a �^ a �-.S � � 0 � � 0 � W � Q � z W � W � � �/' � 'I�yVORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W /O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. G pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C7 CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContrac r on ite: Inspector. White Copyllnspector's File Canary CopylSite Notice I DATE l TIME CITY OF ORONO CALLED IN o2 /I�9/ INSPECTION NOTICE�//�� SCHEDULED St/��/ !0 i 30 PERMIT NO. �� COMPLETED � 1 ADDRESS �� 9� �nC t�n�w C��u�- • OWNER �-�'�-�=-��[ CONTR. ��ti%F� TELEPHONE NO. -����J�..� � DESCRIPTION tL 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULA 24125'WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT � 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: a �V�S� a _� E ' < � j �"i =�� " � L�� l`v 0 a � � 0 � W � � Q � z W � W � � d 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ���/// � DE CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O �❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN ❑ PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CAILTOARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contra�ct„o�r �site: Inspector. � �' White Copyllnspector's File Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN �L�J�s'=_�� INSPECTION NOTICE , ` SCHEDULED _.�,�� PERMIT NO. -� �`�'Z COMPLETED � � ADDRESS �� l OWNER ��CONTR. TELEPHONE NO. � � � DESCRIPTION �, 'PS - � Ot FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAI. 18 EXCAVIGRADINGIFILLING y 03 INSUTATION 24125'WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 WALL BD 12 WAT�R HOOK-UP 34 Tfi{EEE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SIfiE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT ? 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SE IC FINAL Q OWNERICONTRACTOR TO MEET YOU:�YES_NO Z y COMMENTS: � a j 0 a o� 0 � W � Q � 2 W � W � � d WORK SATISFACTORIF PROCEED ❑PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the xt inspection 24 hours in advance.473-7357 OwnerlCont site: Inspector: White CopyAnapact Flle Canary CopylSiM Nodcs v DATE TIME CITY OF ORONO CALLED IN ��ff—l'O INSPECTION NOTICE � ���SCHEDULED �/�9v �l'�tTc� PERMIT NO. COMPLETED c� ,L/�v ADDRESS � 90 .�-�'nC�- OWNER CONTR. � TELEPHONENO. �� �"' � � D N � 01 FOOTIN 11 MECHANICAL RI 16 WELLTEST PUMP Q MING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING �j 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOYAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL 2 OWNER/CONTRACTOR TO MEET 1nDU:_YES_NO � COMMENTS: � � � ., ,�� , 0 � ° �.�.� � `� x � W � Q � Z W � W aC � � �WORK SATISFACTORIf:PROCEED ❑PROJECT COMPLETE W ❑CORRECT V1bRK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOH REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATtON ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION RE(�UIRED.CALL TO ARRANGE ACCESS. Call br the next inspectbn 24 taurs in advance.473-7357 OwnerlContra site: Inspector: Whits CopyAns Fils Gnary Copy/Site NotN�s �' DATEIg� TIME CITY OF ORONO CALLED IN '' INSPECTION NOTICE �/ SCHEDULED lo�'/'�-9d -��--�� PERMIT NO. � j a COMPLETED �1 ADDRESS �a9 0 1--�-v�,�_� �►�C��U� OWNER �.,� o Q Q CONTR. [_TY�CS.�a TELEPHONE NO. �oZ O ' � ��9 � N 01 OOT �a 11 MECHANICALRI 16WELLTESTPUMP s( 02 FRAMING �1 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 2M25 WOOD BURNER/FIHEPLACE 19 LAKESHORFJWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SEf/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FINAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a j 0 a o� 0 � W � .Q � W W � � C W� \ RK SATISFACTORIF PROCEED �PRW ECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN �� O PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANCaE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner site: Inspector. White Copynnsp�cta's Canery Cop�rlSNe Notics � 1 �'�DA�('^7/ �TI;� CITY OF ORONO CALLED IN v�L �� INSPECTION NOTICE ��� SCHEDULED ' 9- PERMIT NO. coMP�ErE �.�9` `�J ADDRESS a � O �N� OWNER CONTR. TELEPHONE N0. 7"70� '- �OS� � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24125'WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS � 12 WATER HOOK-UP 34 TREE REMOVAL Z 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � 1�.1< � � cs-s�-e -*-�-�P G-o . a o w ITl-F T�`}� r'p�(,o w crv c � l�-P � ���� c� � Tt.-t,� �eo �R4 S ° �=�nc A� �6Z��rv� W � z PC-r�.N. �„ , 2� Q � z W � W � � d ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W � ❑CORRECT WORK R PROCEED �SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION � TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �; pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 OwnerlContract r n e: Inspector. White Copyllnspector's File Canary CopylSite Notice 7� DATE TIME CITY OF ORONO �c�o� CALLED IN `�� �� �I INSPECTION NOTIC SCHEDULED 3�S G� PERMIT NO. ���� coMP�ETE� -� ' '�� ! � S'� ADDRESS D ��-�-¢' �'-� OWNER CONTR. TELEPHONE NO. `t �a '��O � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING � 03 INSULATION 24125'WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 O—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: �Os� PrOU��S 5 �- a �- I N PrL �,t:+�il�i N� o �— Q�:.a��� ��N,�--Z, � --Tv�P� �—�2c:.w�L.Z � � --�-- _. � _ _ -� „ _ -�r n�ln i.+�i c�rr�. � QI " C/L�''� �...��/��� �r��� Z — 5�,���..�`,�.i� v�rt,�p.�2.� �,✓� 6 �-�r>,✓'._S �. � �--(�..� �:��� vt�[.v�S � � - ��� fC -��. pv�T 1�j'�� �i �',2t}�`'� l�ca,' /.�✓�� d • !:G 1,'a�t �'`'�'i� " �.►��/.. t� ❑WORK SATISFACTOR :PROCEEB'" ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE�d!!1G�jG,4,`J�.QN�'�,f pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN � HOURS. INSPECTOR WILL REfURN � PHOTO TAKEN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. � Vy�,.���T l'3.c' �-�,�(2 yt;'1� /�O t/�.G Gr�c �-�J�Gs' I Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContrac or on sit�: Inspector. �k%v��� White Copyllnspector's File Canary CopylSite NoHce DATE TIME CITY OF ORONO CALLED IN =� � INSPECTION NOT�e SCHEDULED � PERMIT NO. S connP�Ere ADDRESS � Qa � �� OWNER CONTR. TELEPHONE N0. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING Q03 INSULATION 2M25'WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANOS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REM01/AL �NAL 13 METER SETlTURN ON 17 SITE INSPECTION � 7 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 CAMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLL�V-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a J O � � O � W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED ❑PROJECT COMPIETE W � ❑CORRECT WORK 8 PROCEED �SSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING _�pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED O INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. 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