Loading...
HomeMy WebLinkAbout2000-P02067 (new house) ✓ � � PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: �• �o.zr��? Crystal Bay, Minnesota 55323 Permit Type: New stn�cture (612) 249-4600 Date Issued: i�19�o�� SITE ADDRESS: 2�3� carriage La WAYZA'TA, MN 55391 PI D: io-ii�-z�-2l-000y DESCRIPTION: Proposed Use: Residential UBC Occupancy: R3 Permit Class: Biulding Construction 1�pe: � Permit Type: New Structure Census Code: 101 Permit Sub-type: Single Family DETAILS: Resolution#: N/A Separate permits required fo Plwnbing Mechanical Septic Fireplace Irrigation Well(state permit)Electnc:al(state pea-�nit) NOTICES: F E E S U M MA RY: Perniit Fee: $ 4,065.00 Valuation: $ 675,000.0 Plan Review Fee: $ Z>657.69 State Surcharge Fee: $ 340.00 SAC Fee: $ 0.00 Misc. Fees: $ 0.00 TOTAL FEE: $ 7,062.69 APPLICANT: Lecvconstlnc OWNER: s�ottReid 10340 Viking Dr#105 2135 Carriage La Eden Prairie, MN 55344 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO ll0 ALL WORK IN STRICT COMYLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF NIINNESOTA BUILDING CODE REQUIREMENTS. - �� �,. ���iCz -�-� APPL ANT PERMITEE SIGNATli � ISSUED BY SIGNATURE ��� Today's Date: 1/19/00 Page 1 � A � .. . . .. ��f' � Total Fee: $ `�, U�.,,�. t�i Date Received: ����/ �pn Entered By: � Permit�i: �('��,�,�� CITY OF ORONO - BUII.DING PERNIIT APPLICATION All information must be submitted in full before plan review will be started. , (please,print all information) , THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR -� JOB SITE ADDRESS: �13� �v��i �ca � L.�'� ZIP: SS 3�-t i tilc�y�zu� � NAME OF OWNERr �X�T� � I�CrVI�y �;�'_�t c� PHONE: (home)�'�q-G"7;�-� � (work)`����- ;� j F�� MAILING ADDRESS:l�7�-i �i1 u�c_Gc� ^'�c�. CITY: 1'�v1 fi'k:a ZIP: � � CONTRACTOR L� C�vt�t-. �e. . PHONE: CONTACT PERSON:. - � MOBILE/PAGER: MA.ILING ADDRESS:ic,;r+c� Vt�:..a.�� � �� �t'�:3 CITY:���:� (��;���e ZIP: °.,��4�E STATE LICENSE: 1{ 1 � t�� � A.RCHITECT/ENGINEER: ���� C�S �e�� PHONE: MA.ILING ADDRESS: CITY: ZIP: NAME: REGLSTRATION�t TYPE OF WORK: New � Addition Accessory Structure , Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detailj:�-�l�� � `'� �i v1C���� �vYl t�� ���_ � STORIES: � SQ. FEET OF EACH FLOOR: R� ��i��t 1�'lc��+� ::��i�= NO. OF BEDROOMS: La GARAGE STALLS: ATT. DET. ESTIlVLATED CONSTRUCTION VALUATION (excluding land): $ l�`1�T C�� I hereby apply for a building permit and�I aclaiowledge tliat the information above is complete and accurate; that the work will be in conforniance 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 [he work will be ' cordance approved plan. APPLICANT'S SIGNATURE. � � DATE: I -- ( I� -�-�G�C� - �:y . �. NOTE! Parade qf Homes events r `quire sephrate permit approval by Police Department and Ciry Couneil 60 days prior to the event. Non permitted events will not be allowed. . 9 Sec.13.04 RIGHTS OF SCIBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Informatio.n required to be given individual. An individual asked to supply private or confidendal data concerning himseif shall be informed of: (a)the purpose and inte�ded use of the requested data withur the colleceng§tate agency, poliUcal subdivision,or statewide system; (b)whether he may rcfuse or is legally required to supply the'requested data;(c)any known consequence arising fmtn his supplying.or afusing to supply private or confidenrial data;and(d)the idenaty of other persons or enriaes'authorized by state or federal law co receive the data. This requirement shall not apply when an individuat is asked to supply invesdgative data, pursuant ro section 13.82, subdivision 5, to a law enfoccement officer. The commissioner of revenue ma lace the notice re uired under this subdivision in the individual income taz or ro taz refund instrucrions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual s6a11 be informed whether he is tho subjece of scored data on individuals,and whether it is classified as public, private or co�dennal. Upon his further request,an individual who is the subject , of stored privare or public data on individuals shall be shown the data without,any charge to him and, if he desires, shall be informed of the conte�t and meaning of that data. After�an individual has been shown the private data and infortned of its meaning,che data need not be disclosed to him for six months theteafter unless a dispute or action pursuant ro this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. T6e responsibte authoriry may require the requesdng penon to pay the actual costs of making, certifying,and compiling the copies. The responsible authoriry shall comply immediately, if possible, with any request made pursuant to this subdivision,or within five days of the date of the request,ezcluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he catwot comply with die request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,ezcluding Satucdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate oc complete. An individual may contest the accurecy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authoriry des=ribing the nature of the disagreement. The responsible authoriry shall within 30 days either. (a)correct the dara found to be inaccurate or incomplete and attempt to nodfy pas[rocipients of inaccurate or incomplere data, including recipients named by the individual; or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreemen[is included with the disclosed data. The detertnination of the responsible authoriry may be appealed pursuant ro the provisions of the administrative procedure act reladng to concested cases. DATA PRIVACY ADVISORY [n accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permi[ or license from the City of Orono or any of its departments may require you to furnish certain private or conFdential information. , You are notified that: 1. The information you furnish will be used to determine your qualification for the pernut or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the pernut or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary [o process the pemut or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. ��v1 v� �5 L�-�t.i c; l.Qvlcl vYlcar r� -�c;,� �..�cy First � Middle �t - _� C�3�i�; 'v' 4. �-i��r �;.��v�., •� �p e.or�*� . Address �c�,e�-� �''ci��'r� ��-tt�.. s�3�t`.l (�;1�-`��d -�(�I�� C�ry State Zip Phone nde tand my rights as state v . � � ignature � � _ • ' CHECK OFF LIST FOR ISSUANCE OF PERI�IITS FOR OFFICE USE ONLY • ADDRESS OR LEGAL: Z,i'3S C qRR�+��c t_A N L PID: DESCRIPTION OF WORK: jV Cc,.� (zC S ZO�ti G REVIE`V BY: � DATE�PPRO��D: /- /Q'-a� BUII�DL�iG REV�`V BY: DATE APPROVED; i- �9 -�u FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes �/ No pLAN REVIE� Yes �' No SEWER CO�TNECTION STATE SURCHARGE Yes � No `VATERCONNECI'ION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTTON Number of SAC�Units OTHER (specify) ZO�Z�G CH�CK LIST zoning Districc: RR-16 Fire Department: (,�„v� (A�c,�: Post Office: (��, (I�� School District: ��r.onr a Lot Area: Sq.ft. Acres Z � Width �f�(�buval�. Depth — Survey Submitted: Yes_� No Date of Survey: 1- ►�� Z"`'o Proposed Setbacks: Front(�iec): S� •1 Right Side: N /,9 Rear (�s�e�t): 35`� � �' Left Side: ��.J Adjacent Structures: /�r/,A- Wetland: (l�u � � Building Height: Def. Hgt. L1.3 Peak Hgt. 3�•.3 Lot Coverage: J��� � Gradin�: Staff Approval Date: I • 1 W -uU By: �� Council Approval Date: '—' Septic: Scaff Approval Date: ( - (� -(90 By: G•P Zonin�File: # '— Resolution: # � Resolution Date: Shoreland District: Nv Avg. Setback: Bluff Setback: L,otCo��erage: Ezistmg Proposed Hardcover: 0-75' 75-250' 2�0-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REI�iARKS (in house): 7 BUII..DING REVIEti� CHECK LIST UBC: !Z•3 ' CONSTRUCTION TYPE: y/J Sq Footage $ Per Sq Ftg Basement x _ lst Floor x _ 2nd Floor x _ Gara�e x _ x — TOTAL Estimated Construction Value: $�7 S,c�O(��� Inspections Required: tivork Requiring Separate Permits: Site _�c Plumbing Fire Hazdcover Removal 0< Nlechanical Water Connection pc Footing _�( Septic Sewer Connection '� Frami°o o� Fireplace p�Lawn Irri;ation �_Insulation (Masonry) Other �Wall Board _�(Mpo•) ,� Well (State Perm.ic) �'" F�� Grading/Filling oC Elec[rical (State Permit) Other REl�L4RKS (IN HOUSE): . ----------------- ----------- ----------- REY�tiV BY OTHEERS: DATE: Access: Ezistin� New Access Approval: Date gy; ----------- --------- - xEtit�s �ro BE No�D ov PEx�ti�: s � E . . , , „� 9q,z� . . � EXTLRIOR ENYCLOPL /1VC1�/1Gf_ ��u�� cor�i�u�rn�r�o��i —_ Rc�d # Z o�i ri E R: �_,c,, ��-�-. ��. . . ; --- �nr� : 1 � - 15= .1� — S 1 TE /1DORESS : a � 3rj ��.�-IQ � . � , f�IIONE : Q�}q - q�,�9 , � , coNrancroR: L�� C.��s�- �ac . � � . � � Uetermine workinr� sr�u,�r� fo�l:�rir�r. of .��icli , , � , ` � 1 . Tota`1 expo�ed wal 1 area, . . ... 4O7Z , sq. fl . x . 11 = �-L�7, ' 2. Total roof/ceiling area . . . . . , 29�� sq. ft, x .02G = �Fj �p - , Total exposed i�all �rea al,ove floor=-_��',�,�_ a. Total wall window arca. . . . . . . . . . . . . . . . . . . . . . . . . . ?(�•¢ b. Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c. Total sliding glass door area. . . . . . . . . . . . . . �� - d, Total fireplace wall area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p ,� e. Total wall framing area (average lOz) . . . . . . . . . . . . ,� f. Total rim joist area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � -- g. net wall area above floor. . . . . . . . . . . . . . . . . . . � � � 3 •— I�. wall area above floor. . . . . . . . . . . . . . � . . . � . . . . . . . . . . . . . i . wall area above flooi•. . . . . . . . . . . . . . . . . . . . . . . � . . . . � . . . . . . J frame wall area al- fow�clatio,z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;,.. . Total exposed foundation area= �Z�j .' . � � � j • i. k, Total.'.foundation window area. . . . . . . . . �- ; • � , :1 .� �Total' net .foundation area above gi�ade , � ' ��� . . . . . . . . . . . . � . , , . J �', �, �i •. ' � ' . . ,. , � ' ;: � �, ; Determine "u" value of each wal l seqinent � • �• r :-,,, .,,: , ' . �`. ; ,.,: . `, :(e .g. window, door, eacl� separate wall section) � � !, � .- � , ;, . •f (I . a ,' �i �.� X „��� � _ ., . . 7 �Z Z2Co 7 � ;.,, . . . � b ���— X ����� ,2,7 _ g ,. � . �` ._—�_ '. . c. g0.0 X ����� �3 Z = 2� �0 ' ,...� . d. X �'����� _ . , ,.� , e. �(pq,� X ����� , �q f'_ �zs4.a X „�„ � � _ � � l0•Z � 'T�� — zq?4-� � _ �____�-____ �`� ` 9, X �,ll�, �a - .Z � � f,. x �,u�� _ j X nUn _ � � - — • � j , X ����� _ lf itein N3 is the 5�m2 k' X ����� - as , or 1 ess tl�an i tein ?, Q lll , you liave inet tf�e � ' '2 ✓ . X "U" ��OZ - ��,� intent oF SDC G006 (c)2�. 3, . . . . . . . . . . . . . . . .�. . . . . . . , . . . . . . . . . ToCal ----�Z�•�---� ' �� I:x �j�t lui. I.�ivClui�u hvc���iy� "I1" C:vinl�ul:t�l.lu�� ,. - , l �ic�u :2 ul' �I �•. � • + � � �, ' � ' ��. � � I � � I ' i ' C�' i � � , '1'ol,il exj,o:�ecl zooC/ceiling are�� � Z9� 1 I � II I I�i � �I • � �I� I �,� I �� � i j i�l �j �; � �' I � �:jj � .�, � '( ; m. 7t>ltil sl:y.t)i�lil aai c,i . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � � f � � I I n. '1'ol�;i). rc��f ccll.ii�� -- - I � I I � ' i � / � E�:tunlnc� a�rn_ti (�iver.t���e 101.) . . '. � II il 'f,, � , . � �I• � o. 7'utr�l neC fn:ul�te�l rc>r�f/ccliJ.iic� �ireti . . . . . . . . ' ' � �, ; ( � . 'I I, • � • . � UcCerinLnc "U" vnlu� f�r cacli root/colll�i�� ueyiiie�iLv , I I� ; I 1 ! ' ' � I I I, � I m. � _ X ��U" — _ � ; � � �, j i : I-�• �� ' . .�I • I ��I ,i'� i `� �, I l;l.� � i E � i,,•I I'�� I� �� I I y iI�I I , � n. z �-� .X "U" _ . O Z ,--- �' --L'_C L_____ �.,� l i� ;; ,�I�I� � ! i � li�l . , ', I �,�. . , � , �;; I. � � . �, i : o. _Z�ra,�__ x ,,,,,, ,� q, ' , , ,. ,'i t I . - �-�-1�---- ��_�-- � . . . . . . . . . . . . . . . . . . . . . . . . . . . �ib�.��a. �, 55 �_ i' " `' �. ' ' � I - , _ � �� IC l:oL,�.l of 1� is llic� ,;,une as, c�r less I:li��ii II'l, you liriv� ineC Llici li�lonL• oL SI��. 60(1�i (c) 1 . . I � �i T�Lt:e�:nale litii..lclli�c� EnveJ.o �e f)esl.c i� � ; -- — L�_—.I_ , ,�� ; r '� ' . 'Ib ul.11lze Cl�e lot.a� ciive]upo �;;y;rCe�n u��l:livei, Clic� vnlue� c�sl;il�li_;lied l�y llio t��nt oE ., 1.teins IIJ �iicl 114 cl��� l.l not l�e c�rea Ler. �litin l-li� ctun oc. i�������� II1 nncl 112. , � .:.• ' � � •: .. �•;I . 1 ' ���—_ I 2. � _ . ' ' ("� � �'i �i '' � _ �': --- -- �.—_.__�::�,.: �,. �.�. ; .�►;�,,� � . - . . , . �� .. :� � . , � �,�,f; �:�� ,,.���,,,,,�, � ; — ;� -_--.----- ��� . � �;!lj �, �i r��.:i .Y � � �.� � r. �i: , , ;� �' � -- i..� • , ' ! !�� i. ��:.� .� . ' ,� '� �� :I�'� �•,f^ .,;•.I...,-� . IN.L . . � .. . • . i�'.� �•;� �; i;��';1 � ;;• • �,� , . ..(' �','� �,. �• ��''�,y,., �' , : I .,.,f ��;; ,,/: �. � •� �.,;r : , .� �^ : .; � �'.1 .►:� . , , , ,�:'a';� '_,: .( ;:,�,., � ;� r,.;: . : � , �t � �-:' : -•�� ' . -'�'�;':'�li j,�. . ':il�.� r" ''. i-�' ./ . . . � . � . i;� ,��.�r. ;, ;;,���.:.,�.�,i,;�_... �• 1'� � � ' ���4� , � . � , . •�t',�`�� �,�';'�;�'i�;�i�I;l�`'' '1'1� � ' � ' • �� Y. I• � /), ����. . . 1��'� � i . .� .' 1�;'�, � ' I . � �', ;� �•� • • .I%1��`'(�. i �'', � • •, _' . •• 1• �• ���r�� !Ir! ' . • : ll '''� �'(I) ��•'f . • . . . •' ;�,' - . ' 1� l� . �• I' ' . .�� . • • i } . , � . ' + '\� '('� 1 . I . ` 1 ' `_ } . t . ' ' ' '��•��,I . ; ' � �� ' �� I �,�I ' i � �; i . , i i � '� � ' . � i o�� �f � �� I � i ,�, � �; ' ; . ' �� ��'.� �'I� '���� 'i.,;i: � '' , I . , � i I � I ,. 1 � 'I; � � I'! I� ,'I �, I �I I�. . � i. , li � • ' � I . . . . � ' I 'I. � '� ' � I -� .I � - I- .. . ' .,-- - �-- �-� -, ; - ----- �___ . � . � E � , , , � - , , - - j- �--` � --I i i ,. - � I - � i- ! j � -(--I � _ � � � i ��i � � � � ;__ ;--�--- ' --�_�'���I��--�i�', _�_ _ �:SEP - � - - --- -- � , _� I i -r- , i i � � � � �, . p -a-�-i - f - - - ---�--- - - -- I - ; �, , , _ . � -��K-+--�-- —� --- -- �- -j -- � ---f- �- -� - � -- � - -- - -- ----- -- -- � - - }-- - - -�Z . _ , � :- _- �-- ']. _�---�_ _-�_L2���-_�--��� , � _ (��, 4,� I ---�_ - , � .. � , , -- - -- ,_ i _ , _ � _ �;_ _ � i l_ _ __ ._ i .__'J_ - --- � ,N�_�:11 �f __-�_I ; , � � _'__ ' ; � � - -- -- -- �rJ.�o. _�•_ p_ -t-��_4it_��s�-�b-i!-_Z_�-�` �� II ' � _ I ' � '! - - - -- -----�_ i � . � �c��-�. ;l _ ��-�'T-Z�,.�-,,$-f"rl � f � `` ; ; ' ' ; - -- �--- - � I i ' , i : -j-D� � , I - �� 2 , O���� , z �_ � - , ,_ __l__ i_ � _ _I, a __- -- � : � , •� { & , � � i ; � . ' , -f- ; � . . . _� . ; ,r : , . : , . i ; � � � , � � , � , 'r�'�-= Z,'. � i . , � � � �. - - , i � ' � , , {r ; v I I . _, i , , i , j ;_i I }_ I � � i � - � _ 1 1 _ i - - - I _ � � ' . , �. Mt _;• ,�4��-o� ��� : _ : � . � : ' � i , - � , : ; '' , _ I , , : , -;- ' i ' - � � � ' ' ' � ; ; ; i _ - -- -- --- -- i � � � . , __ _ _ i ; __,- ; _ f . i_ � , ; , ; , ; � '---' -- -- --- ---- - - � �'� i i ? I I I : , . a— �'--��-f' �`+�,Pc�s� �a� �EA--- � - -- - , , , a � � - �- - - -- - � � fl , � � , , , { � � , � i � I � � � � � � . : ; . , _ , ��-oc-4c..� � { � , : -- , - _ _ ; - - - -� - � , , , � � � , �° l , � !?� �� '�' Z� 1 i � i i I ' i I i !' , ; i r; , � � � � ; - I � i � I V', E ' �I � , , ,�; i i � � , I i I � i � F-�rc i I ; ' � � ^ � ; � ; i ; ; I � j i'-`-t � ,_ k ; ��P , ✓Z� j � � , I I : ;�o,; �_ �,� ; ;_ � ; ; x� �9 �o� ; ; ; I � - - � : ; i � \�l l �_ %�, I i ; I , � , ; � , � ���,�.: I �-_�9 ; � ; � I �I-�� -- �/ ;�x��� � __ ! ' -- ' ---i- - i , � � - _ ; ° ' ' l . �vt�,� Z � �p i ' � ' I '�/o°' � ; j , , ,^ , I ' 1' _ E I � �-� 1 ' � , � �---- - -_- -- ----- -- �- � � ♦ t � I_ � - -- - - ---- - I_ _i_ , ; � I -- � , 1 _- � i fi- - � � - -- -- -i: �� i k _ � i I , � � - � � � ( � ----- - -- - _ i �-� ,> ' i - - � I __. l , . � � I � �� n;l- , - , S, -_ l -- { I � �, � �_ i � I I- I ,-- --�_ �-._-1 ! - -- -._ � 1 _ - � , + � i � � - � � :, i � , , , i , i I : I --- - I . ---- ,_� �__ ' ' ; � ; i � ; : �- �_ _ . i _ • ; ; i.__ _ _ i � ' _ - I , I i i I i : • i ' � __ _ _ I ; , � ; � _ I !- -� TQ'�-t�_ , L�O!7� , ; t ; � ; ; i ' ._ _ � i , �- ; , _: , , � ; - - ; _ , , I I I ' - i , _ � � _ �_ _l_ f ! ; { ! � ' j i � ; i ' , , - � � - � � _ '. � s� , � ' 2i9 ; ' ' � ' � � I � � � ' ' ,-" �T_ �o o ; G� ��.,�1' � � 09 , � i { ' � ; - , _- � ; , _,- -, �� � - � . _ y ; ; � , , � � _ ; ��f= _ ' � � ; � . . . �_ _ ; I ; ' ' f , , ' � � ' i i ' � � � � � I ' , i , , , � � I I i � � � i - f : � : i ; , ; ; ; i --\�t b s� [� _ �D°q��- ' ; , ; ;'- ,j�oo rZ.S 710 ; , ; � . � � . �- �' �� , - �; , I ; � , ; , ZD ' � � , �',l �-�_� ; ' ���� ,ll�l ;�.3; _a__ � - ' a-�11� ' � i - � - ' � C . , i O +- . , � � ,-r�. � � � ' � _ _ - I I � - ° � , r , � 1 ; � 1 I I - _ -� -+- � _ __ 1I � _ � � , - -� � _ -- -- � � � f�L� �7�j� � � - � -- ZD o_ . � � -- � � � : r _ ' i - . - , 2D�?_��' l� � l�� �-- r-�- � ; � ' � � �- _- - � -- �-i- � -�-� -i _ . I L�1��-- -i � j ' � � � , I � � f-- -- - - I �� / �I -- __ - -- �7c.t�'��J�_� }-2 � �_ �__ ;-- f ;-- � - ;-- i i. -� I-- i j I � ,--i � f- � � � � � � ; ; � r�?2-�" 1� --�� � � � r ; �_ 1 - � - _; _ : _ t ; , , , � , i ,--- �- -� - �--- ; �-- , ---�_ , : �_-- �-- � �T10 b RS_� -- � - , � � � � �e O i -�--f , , � {- � , ,� , ' � , , , ! 0�2 � i � I , f e ��� -�-� � � � _ i--�--I--�--� —i ; � I- ---� --a--i ��--- -�- _- - ---�-- -- -i-- � - -;- � � � �- �_ �- -� t � ����-x��-����_�- �-_-� ��--� - � �' ,-� � -� � � -�-- � �_--� � � � ; _!- � � � - � �-- :- � }-- -; -- - __ , i ; , ' � . , ' �I t - ' -- - -- - - � i _ � _ _ ; l(Q( �ll 7�r ; � � ' �- ` U ( � � � � ; � � ' ;�_ I _ � , � ' ' � ' ' � I � ' � ' ' � ,__ ; ', ; _ _ ���� ,� �`� � � � ,. t --� _ _ _ I,_ l ; � , � , . : � � 1 ; � : - -- -� - �-- -�---�- : _ , � .� � � �� t � I � ,__ i ._ � _ i -- + - �-- ' : ���1 - j¢ : � � �'� �w ; -1 �- , � . � ; ► �} -, --- ,-- -; � , , 2 /� I �---t�- --�---�- ;-- , 1-- --�- •- - --�_ '^'l_._ 1 1 S - I - --�_ �lPl!� J, —'?�i O I j � I _i I I i � j � ---� -- �'— � � � - /n � , - -,.- - � _ I .___._..---a-- ----�- -'-r�--`--. � I �� I , '--�-- - ! i �� -- -- -- � ��I� �I �� IlX I � I I , ,, � ,, . --- ---�--- --i--h--�---�-- -- -- �.+ _- � - -- , -- --- _ 1 i. I I I � * f-- --��- ��-- ' I _..'----�___-� �---i._ --:---�---i I----- ----�---�.--F-._..�-- ---� -- ----- I � h --1----- ± � i � J�� �- t-- f---�-_ L . �..__.�- I ��-1f,{I'�" �1 �O � � I � . i ' ' � � I I I � . _ _,_�LLL_ l__ I � - ' � - -f -1— r l-- � I � � I l��o� � - �,��3 � ; � �- . -_� _- - 1 -- - --- -- ---f--- - - �--- --- - -- , � , /I — � i ' � j ' � ' ; 1 4}//�,[/��J • i � I I I � . .._" - ' � . � __"_ __ _._--�- . � � t --'—' -,- �--I -i---- , - L-- !--1----t�--t � t � i / �/ �- /�.(t?' i � � I� � ; ; , � I , --f-- -�--�--I--;-.-f--- -- -----' ----- , I �. : .. _ ,(V T__ _�-�-�-L . ..__.f_._ . '___- _'1'_ " _-_� � 1 ' � � � I I I , , �j__._{._ � i �j'__' I t I- __.J_'_ ! ' _ ' t_'. _ ...'__'_'_._�-'- 'D?:o 'll� �. ' � i � - f- }--- ---- �--�--- ---�—�---!--- - ; � - . f �:3 ._3, . � � � ; _ : : , : : � t � � _ ' - � ! ; � _ _ , � . . , ; ,_ ,_ , , , � • .1�'• ...�� „ . I . � ��n�.�i �•�:(:���i�1��� � 'I�. . Uni� ��1 �( ����►���tirt r��tl1 nr��n fr�r frnm�: r.anrt�rucl lun c'c>n__tr��r.i inn r,`v,il���: ._ ��_.. , , . .._..Y.... ;-....__.....�.� �� I11�17Li�i� ,�I I I i �m _ ll�.�.i� ' _ �...___�Q � -Y-L�►-���'-_.Y�.P. : . _ ._ ___ . ...�--��'S . , J, '�'� in�:l�c__ _u( �-_ ._'_�. ._.,_ ............ .(�.r �_�' L ,, , � _.�—C� a, zy./�z,._�6Et-fC�_ .:. .... _..._... . ...�►�L•� -'�"� r � : ' �• �tt7.1�210...__._... .--•--� ---- ------ -- ..�vZ � �IC � •'-'� -�- ' G. F:>:lc:rl�,r. .�i,i: fil�n 'U.,1"l � ' , _-._-•----_.._� ...... .. ... ....._..---....._---..._•---'- - s -, � n�,t, - ___(;) , r���;�t rL.� �v, 85 , �--- , `_'� 1.. _T� - �--� L •O� . • • / � F'IG. pl T01'VTE�I OF riw�c irn�,r, 1. TnLrt�l�,t' air � i i��� r>.�,u . -- -. .._ ...__. ..._ . . .. . . . .. . . ... --�----...._.. � �. `iL'-� �--b1L`_ . _._ .. ---._..05 I' 3. ---�----. _- - . . -�'•�•-� h�vl._.__......-�-----....-.--.—l�l..__. ' • ` � 4• Z��'.12_._SNTfr�. _ - -------- -- •-�-�.(� . � � , _____� 5• _.�'i]c��i►�_ _ .(oZ �. � ..--�- --- -- . J� G. Exl.�_r i<>t���i r l i li.�„------------fJ- 1 1 �� -- 'f�,l.��1 � r Z�. ,�8 ric. 02 �., � � �� _ __--� � �_ , o,� ("� � Q ' • ' �, )nlri'ic�r nl r f ilin O.f�.l . --- ----•--------- __ ._._-- -�- -- --- — -�-�. . .._...__..._._..____ . '� ''i „ _"�Q 2 . 1y�� �N��u l.. .. . _ . _ ._ _.... _ ._f°l.iQ ,:���c _ _� , 3� 2.�4...11z---fR_tw.._ .Ja_\�-} - --....__._.la�- �f.?AL r � �;���.i ��-._._.__.__._(� 4 . _.2S�d�...-_�tTla.._...- - --- ----..._.__z.o(� ' � ;�� .�. . � �� ;< - —� S. _���t��►r.Y,.._._. . ---------•---�_(FZ, ��:.al .• ....._._ n _. . .-� ---�---- -- .�.?• j ' -\J (,. }:xl��'1c�C niti I�i lm �l. 17 .{.���?1..`.��,�.r':11,'^.:L:: -_,u_�{�� -----------� -r��e.�t �.� 2�t , �9.Z l -- ��� �— U _ . o� ' ,,�, r� ', . p •• �<; ?� ��`► �.. .._� �QGK. `c' -Q-- - ---___...__.�Q 1, fi�riinr_nlr (II::�_ ..----. .. _ .. .... _.It_(,(1 ; �`� A ^ n ��� � • 1' •--�Z-��---(3.t�oG.4< ----._.... __....__ _/�.Z � �rrcit :�,,. , .4...._.�. �____.__..—{� .a. �. .1. ,�I' �` 'p: ''-�___...____.-� . �. :.. a-tec�a�.,tr._.�R�rr_Y'�e.�C.._._:_.. --..-_~ . _ ����y� �� � U . .�,_��Tn��� 5. ��Ill�^"'-�- ��.� � �y� `n � n � ' •'�,�,""-• . G, l::cCuriui ,�ii.--i i 1�•,,--------•--.. _.._ l)_1^i " ,�� '.� ._.�_..__..-•---- --• - ••- •---- --�----- � ����<,�:�t � � ��,l3 , _��._._.i� . . . , . . � - �,,� � � . , ,o�� � - " :;�:n�i c�ri �;icnu�. ,.._,. ti �- � - ---- -- - . _ -_._-------;..-•------•--•�•'- � } . , --� � , '� • • . ;• ` � , , �� - .1 /��i_f�uf"�j,� '� . ' ���� � �` , . � � : � '" � � ~-- ' �1: .. ' _� -;, ' f � � , �__�R��, J ���-�_ � , ,; • ' . �___', , . . � / ( . , � � � �L �,'�.' � . ��) __ ���� `` � ; , . n , � j j I� �:. . ' .; ` ' � �`�C �v � l�� /(I � . ' • � � � �' I. , � � ,' r<< _ � . , : , / ,�,��� . " ��� elr,. I�a % � �' Irl � • :> -.:.-.---.�-. --• , % // / � �. �� .. _. ._._ .. �„ . (� � -�.--.- �._:-- ` ,i -/ = '��(^ d,c�v ,,� ° c� � -� -_- - --.._ '�.� ��'L •� � , ----� .. /f f I' l,r 4 r' ' � � — , �u,��•, t,�,ll�-�i , � v�„ ��u� ,, , i �„� �I,,i�tli nnrl � �-t' � I:GGC ��O17 Up . . � ' J•V2RCGd , ' 3. ' _ . . '' . , , . . Q. � .:`%;;n,. . - ' ' � � � ' ' ' 5. Dutsido aiz fiLa ���• � 0. 17 . - , . . . . _ . i . , • . .YSC. �6,� . _. • �� , ' � . . " : , To tal. .. .. ► . ____,. ; �._ . . . . . 3 � 5 � � , . .: . • • - � '-' � 'v 1. 7nsi�3c air Pilrn O.G1 . � �, ,�r�}.,-;.�-°� 2. . � .,�+ .', ��'`"'� ' ' 3. ' - ' • ' 9���at�.�'- , � ' 4- ..��i �,--=;;;. .;,: ' `" `.� �I'. ' ;5. Out:,�.�c �iX �ll�n d. l'I .,,;.• i ' � � ' • . . Total. � 1' ' .. � . . . , , : . • �. . , �'• � , . , . � . , , . , .. , . ,• . •� �, .< . . . • • • . . � « up;l_y�;� �� ,�' � ' ' t�ote: Uso addi�ion.71, sheets iE moro �paco !.: � , '.. . ' � i�ceclea for cletails und calculativt�s. . . ... .. . ; • , . lfent . • ' _ . - ' ; • flou up • .' � ' . � . � . �r� � 1 �� • �.. • , ' ' � � � I�Z�;. •�7 � • ' • t� . . , ;7t`'���'T71�II�NS�'•. ._. � . .�•. i ��.� _ . ��fi� . 1 �'rCExLYyG ' , ' . • . , � . . � r, , :; , . �' r'•� , ,'. . . _ 'f. •�r':/_�h+T�r.''' . ' • ' . . ' ' , ;. L . . • � . r�l� , . i;t,� . ' �'� ,,,: .�,{,,E' '� � � Con�truction 11-Va1t�Q - :�7���Y.:� � ' ' •� � J,. In�cxior nir film , p,�], ' , , , , 3 � � �,___._ . � .� ; , ��� '=;' � (� � ?�, 3. U(.. -- , , =�'�,,;, � ,� � II�CI / , ,, ' ��III I� -,; ���I� 4' �xtcri,or aiL filn (stil.l) p, �.� � , I ., t ��� �- To Ca1 (Z �:' , I . � �j YFtTT.; ;,\ _.r�_ , , . , . �>�•� . •' : :{ . '�� 1 p; � _ . s . • — . •, � . • U ,� , • . � `__� . ., � � . - . � ' � � � �� � , . . . ' ,o{� . . }1eaC Flou. � . 1. Intorior air film ' � �.61. t��Ced • �. �- � , � • , ' up • • 4. F.xtcrioz a' i: U n sf� � 3� � ' � . � ' .. ,' . • r• � � �roti3t 2 ,�.`9�j, IS� �-zc. �s , • . , . . ' � �. ' � � •Y • . . • • ' � .V = . , ' ' � . � • , p�C.�� .. . � . , . . . • � ; • . . • . . ' . _ � • • �a�l. �+r�. 'v C r� �,�_ . . .;. ���',� t� ' ' -�.�iJ t t"'� • _�'-�'--�tt�,_—�`l'''tKJ1�t%i�L. ; . b,�Iti i,. �-,-.-�, _....'�'��:_:�, - -_._.�_� � �. ido a�r filin :.0'�li�. _ - rns j. . . �_ . , , �r: `.. ,;: !� ' ' " • ' . 3. . . . . , .. �.�;ti��j,�: f�� � � - � � ' 4 . � , . . :: � � }' � � � �� � ' 5. Out.idc air. filin ' � 0. 17 � ' �1 . . . Toral. . . . " � .�. l I �� �I ,. _ . • • � . . . '� , , .� � � �. . : - . � ����� � ' ' . ' : � • .,,�.r��-s �- � ' ' . ' '� � �� � ` _. . .,. : ; � , ��' � 2 � , � � ' 1. Tnside air �ilrn . , :;' ,0.6J. r ' � 7. . � I:GGC �ZOl1 Up ' , � ' J•V�ACCd . ' 3. - • • . . . . '• , , , . . 4. _ .,�,:;;;,., - • � ' � � ' ' ' 5. �utsida aix fil�q �'� � 0. 17 • . - , . . . , • 1 . , • , _YIG. Q 6.� . _. � �� . . ' � � . , " : , ro tal. .. .. ► . ._._,. , _...._ . _ • ' • 3 �l 5 � � . . . .: . . . _ . • . � �v 1_ Tnsidc air �ilrn O.G1 , � � • ��,J ��{"t r-�'�'•`1�.A� 2. . ' • • .., r r:o�!,�'+Cvr i���•,•.•� � • . , 4. • • ... r� � �• �►• ' `' '`�"::�'►'• ' ;5. Out:,icic _�ir Eil�n 0. 1'I ' ,�.• • . •.. i . , � • . • Toral. , . � 1� � .. � ' . , • , �• • ' �' • , '• - � . . , ; ,, ,; � . •; , . , • ', . . , . • , •� , . • M �p;l,q�;�p .� ,�' � � : t�otc: Uso addi�ion.7], sheets iE morQ �paco !.� � � . .. � neeclecl for cletails nnd calculatians. .» .. . ; • , � . lfcnt ' • • , , . . • ' ; • flou up • ' ' ' • • . ��'� , � .� ' ' ' � � � ' ' � T�zr. .�7 � , ' . r• �' . � �' ��- .,� � Job Truss TrussType Qty Ply LECY/REIDRES JG/RK 01�30R R3B ROOFTRUSS 1 1 Superior Truss,Minneota,MN 56264 4.032 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:12 2000 Page t i 5-0-9 , 9-9-11 , 17-0-4 � 22-5-8 , 27-9-1 , 33-2-5 , 38-9-0 , � � , 5-0-9 4-9-1 7-2-9 5-5-4 5-3-8 5-5-4 5-6-11 6x6= 6x8�� 5x6= 3x8 3x4 I.! 4x6= 3 4 5 6 7 8 10.00;12 4X6/i I 4 � W1 I W3 W7 W7 6 5x6= 2T I �i 9 WI4 � 3x4 I I B? I W 10 1 � 5 � I � I� � , M i � 1 r � I, W2 � �5 14 13 12 11 10 0 � '� = 4x8= 4x6= 3x6= 4x6= 3x4 II `'� 19 18 17 16 4x6 I I 4x8= 3x4 I I , 9-9-11 , 17-0-4 1,8-6-� 22-5-8 , 27-9-1 , 33-2-5 , 38-9-0 , 9-9-11 7-2-9 1-6-0 3-11-4 5-3-8 5-5-4 5-6-11 Plate Offsets X.YI: 3:0-4-4,0-2-0, 8:0-4-0,0-1-4, 15:0-6-QO-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) Qoc) Vdefl PIATES GftIP TCLL 40.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.19 17 >999 M20 197/144 TCDL 10.0 Lumber Increase 1.�5 BC 0.90 Vert(TL) -0.33 18-19 >999 BCLL 0.0 Rep Siress Incr YES WB 0.85 Horz(TL) 0.15 10 n/a BCDL 10.0 Code UBC/ANSI95 1st LC LL Min Udefl=240 Weight:231 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E'ExcepY TOP CHORD Sheathed. T1 2 X 4 SPF No.2,T4 2 X 4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. Except: BOT CHORD 2 X 4 SPF No.2 1 Row at midpt 4-15 � WEBS 2 X 4 SPF No.3 WEBS 1 Row at midpt 3-18,4-14,7-13,8-11,9-10 2 Rows at 1/3 pts 2-19 REACTIONS (Ib/size) 19=2326/0-5-8,10=2322/0-3-10(input: 0-3-8) Mau Horz 19=492(load case 3) FORCES (Ib)-First Load Case Only TOP CHCRD 1-2=-0,2-3=-1994,3-4=-2822,4-5=-2715,5-6=-2715,6J=-2715,7-8=-2253,8-9=-1775,1-19=-241,9-10=-2266 BOT CHORD 18-19=1376,17-18=-0,16-17=0,15-17=105,4-15=-469,�4-15=2824,13-14=2253,12-13=1347,11-12=1347,10-11=0 WEBS 2-18=273,3-18=-743,15-18=1684,3-15=1914,4-14=-189,6-14=-544,7-14=841,7-13=-1230,8-13=1614,8-11=-748,2-19=-2420,9-11=1608 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBClANSI95 It end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber OOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)WARNING:Required bearing size at joint(s)10 greater than input bearing size. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Mar U2 UO 07: 29a JR�OH GRCKSTETTER 1 -612-442-5466 MAR-02-2000 TNU 07; ;5 AM ENGINEERING TECH SRV P- 3 Feb 29 0o t 2;31 FAX N0, 605 498 1299 P, 02 p JHSOfY GACKS7ETTER 1�612--442-5466 � p. 1 , �� .��� G�Y�� - -��� s �, ,�o �' �rw� �uaiTce � 1 pppi rAUS� ty 1k u�01rf.1Na sd 14:36�� oioaoR � � x2.f�b �w'� `""• -23 38-8-0 17�t 22�5-a-�� • 5-0-fl 4-�11 5-3-$ r's'-4 S-B-t t , }"`------'1— � 7-2-9 s5� � �a �-9-t ' Lt wJ E A�p 'ry' c-Dx G�s��-n-s �s s�w,� �G`'-�- Z__4_����� � 2��� "P L q��o �w t� �v d.'S� 3 �v��" sxe u ��} ,Z.�'4-�p�' 1� � 1 3 4 5 6 ' �'„L*� GV � ( lo.00 t2 * �,. 'lt"� � at6�i y� � W� � �� J � .1 � 3xe 1! � � � 5 t W2 � 1% o 'S f 14 � — 1�= — =4x8= I �� „_�_- —' t : �s ,e „ � 2� 3 sxs n axe= �,�� � s�—,1 _ »•o-e �a-s-�_ 2�-�-� �-z-s 3a-a-o �-------{ 99-11 7-2-9 1$-0 3-11•4 5-3-8 6fi� 5-8-11 i _� ]J 1 - IAADIMa(PM CP�(,7lW 2.pa CSt Offi (ti) l� � DLATES (31t1P jC�1 �0.0 P1QN47p�is� 1.15 TL D.9t VM(llJ L.1a �7 ��p0 Lf20 �47/7{I TCO�. w.o t.u�ba�b+a.a,. �.,s ec o.90 Y•rC'R) o��e-to a999 HCII 0.0 Re96+n++!ne� YES WB D.l6 1iolrlTl� 0.76 t0 Na BQpI 10A (bd� U8C1AN$tQ5 I St lC LL►e�LW 1�!b Mld�C 7J 1 6 , tIA�E$ ��� � 1OP CF10AD Z X 4 3PF Yt00f i eE•laopC iOP CnO�iO SLwtl+rd- Tl}X�$PF Np3,Tf 2 X l$PP 7660F 1 bF Bor�a+ne�0 F�ya wa�a��M�pos.a a e-ao a��s„aw t+.�kv. E�coav� 90T GMORD 1 z 4 aPF Ho2 1 Ra�ra1 Ndp1 �-1! YYEB3 2 X 4 SPF Na9 YVEB6 /Row at wi�R s�0.s-u.r-u,e-��.a��o . ' . 2 Ftor�d V!pb 2-19 , nE�crz.�cs �r.� iQ.2s2eoL-e.�otttzzo-rw prouc oaa� r4r He.:,�m(w,a e�,.� �s (E).R�e ta�d Cr�OnN TOA CHOftO 1•1r-0.t.1�-1oi{,y{.,QeYj,t.�.2�15.64�--1T15.6�7.,Z715.7d+m�,ea�-tT75,t-tQ-2�t.ala-9Mt 9pT C►tOAD t8-t�1�1l,i�•1{�4.IE-17.0.16.17.10{.4/6��60.141da1l�.17•14�1?s2,1Z'1�.ib�7.11-12.1iq,50.11�0 MfQ93 2"16�5�9.3-1F--T�.1,lG-t{..16l11-11�101�,�-14.-�D9.L14-6H.7-lyt1.7•i]c•1230.a-1S�1�1AE•11��6.2•19+-Z�.9`If.f6� NOlF3! 1�71�duu he�bw�ctral+C iw�r+hr4nwa tvralnp oonetbn. !)TM�nuw hM YM��wfp��0 Tar f+�Vdrd 4ra0s 0�w�0 qipq wrda d 26�tl��V�ald Iwd.uU�010-C id�PP CAOad Otea kr0 Md 1Q0 Nf Sa00m thOA C�aQ b�d.�000 ed kN�hMtbn�OCWtIn�.M M ootupr�o/o�t.perY�.�Mdfr�I..dorQ AiAd�Ot �.uroFu�M fl bY�4 A v�M�apo�up C AACE 7.Y!p�i UlGAN3196 M�nd�.ucab or wntM+�e:rl M't�n�pawA e Nn6.Y vad�w wi.t�+afr a na a�e..d n�a.lrw�wa�.oa.r,w.�w�.�o..�e e�.a.r a4�ame 4 t.6o a�FiwW�MYO.wM d�+�+�b P+��nt wrr par�np. q�I p���MpA plw��i«�a7utMdy�fn6o�f�6 Sa W/Wti�►�N�qM.a E�risy a�1R 10 aA�1� Ypn Mro�O s1� �l���� e�YtM aw M.n�.n dsprd+/F �B�-� � �• ��6A�h �pf1 Of ��'. ���a ro was prepn y me or undtr y dir � e �,� r+a���u 'on ond ihol l om a uly e i ��o,�r� ,F�k!�' cred P.��fvs ol Enginev undw� I o ���""" - S;�e Stals o innc�ote on�tf�al I o m onl� .y � t�� par is dotumcnl. ($'gnaturc) ��N�s ��N Dole 3 1 � O Reg.No. 19015 , � �� �'S� C��� � . L-dl Job Truss Truss Type aty Ply LECYlREID RES JG/RK 01030R R4C ROOFTRUSS 1 1 I Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:30 2000 Page 1 19-2-4 27-7-0 30-8-12 � , 4-6-9 , 8-0-0 i 12-10-3 , 16-6-12 ,19-0-8„ 23-2-13 , 27-5-4 „ 30-7-0 �, 34-6-5 36-5-Q i r � � � �� , 4-6-9 3-5-7 4-10-3 3-8-9 2-5-12 4-0-9 4-2-7 0-1-12 0-1-12 1-10-5 4x4�i p_1-12 3-0-0 3-9-12 4x4�� 5x6= 4x8= 10.00'�12 4 5 6 7 II 4x4// � 4x6�� I 4 T � 8 6x6= 3 S W , W� Q 4x6\� � 6x6= � ' 4 r' 1 g � W 11 9 �T I 1 � 5x6�� � 16 VLI 5 � 3 I � I 'I � 15 � 14 W 1 0 To�� � o m � 11r I21 20 T 19 Sx14= 8x8= 1T I3x411 4x12= 3x8= 17 16 12.00 12 13 12 5x8= 6x8// 3x411 � 3x4 I I 6X8�� , 4-6-9 , 12-10-3 , 16-6-12 ,19-2-4, 22-2-4 , 27-7-0 , 30-7-0 , 34-6-8 , 4-6-9 8-3-1 0 3-8-9 2-7-8 3-0-0 5-4-12 3-0-0 3-11-8 Plate Offsets X,Y: 13:0-4-0,0-1-0, 16:0-4-0,0-1-0, 18:0-5-12,0-3-12 � LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GflIP TCLL 40.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.22 17 >999 M20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.43 1940 >951 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.26 12 Na BCDL 70.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 Weight:235 Ib � LUMBER BRACING I TOP CHORD 2 X 4 SPF No.2'Except' TOP CHORD Sheathed or 2-4-7 on center purlin spacing, except end verticals. T2 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 on canter bracing. Except: BOT CHORD 2 X 4 SPF No.2'Except' 1 Row at midpt 5-18 84 Z X 6 SPF No.2,B5 2 X 6 SPF No.2,84 2 X 6 SPF No.2 WEBS 1 Row at midpt 5-19 � WEBS 2 X 4 SPF No.3'ExcepY 2 Rows at 1/3 pts 6•16 W16 2 X 4 SPF No.2,W3 2 X 4 SPF Na.2 f REACTIONS (Ib/size) 21=2055/03-8,12=2257/0-5-8 Max Horz21=-58�(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-21=-2012,1-2=-2521,2-3=-3433,3-4=-2143,4-5=-1657,5-6=-1764,6-7=-2032,7-8=-2453,8-9=3498,9-10=-1933,10-11=65,10-12=-2219 BOT CHORD 20-21=0,19-20=2096, 18-19=1764,17-18=25,5-18=-12,16-17=0,15-16=2232,14-15=2655,13-14=2026,12•13=-0 WEBS 1-20=3101,2-20=•2591,3-20=1065,3-19=-686,4•19=927,5-19=-3Q8,16-18=1714,6-18=683,6-16=-2113,6-15=1219,7-15=1156,8-15=-1006,5-14=929,9-14=1409, 9-13=-1971, 10-13=1600 i NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead toad and 10.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has heen designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I ,��. ���� � v� �,�V � � ��v\ I ^ y ' / -3 5 ��-t%'��/'Gc.['���.� Job Truss TrussType �ty Ply LECY/REIDRES JG/RK 01030R R58 ROOF TRUSS 1 1 Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:37 2000 Page 1 20-7-12 27-8-5 �1-10-� 5-3-11 , 11-5-11 , 17-6-0 17-�-12 20i9-8 25-10-12 26�p-8 � 33-0-0 34-10-$ � ' 1-10-8 5-3-11 6-2-1 6-0-5 0-1-12 0-1-12 5-1-4 0-1-12 5-3-11 1-1 0-8 �I 3-0-0 1-7-13 6x8/i 3x8= 6x12�� 3x411 4x12= 4x4= 3x411 3 4 5 6 7 8 9 j 10.00 12 W3 W6 W f II � 5x6/i �A/1 '2 tN1 ,g I T I � i 1 5x6�� � 2 I 15 i a 4 II 16 10 0�0 I �� � � 8x8= 1�T�� ,� 8x14= � 20 19 18 17 12.00 12 14 13 12 � 3x4II Sx6= 3x8= Sx6// 3x4II 6x6= 4x6= I ' , 5-3-11 , 11-5-11 , 17-7-12 , 20-7-12 , 26-0-8 , 29-0-8 ,31-4-14�3-0-Q ' 5-3-11 6-2-1 6-2-1 3-0-0 5-4-12 3-0-0 2-4-6 1-7-2 Plate Offsets X,Y: 3:0-4-0.0-1-4, 14:0-4-4,0-1-12, 17:0-2-8,ed e LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl � PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.79 Vert(LL) -029 16 >999 � M20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.43 16 >876 j BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.30 13 n/a i BCDL 10.0 Code U8C/ANSI95 1st LC LL Min I/defl=240 'I Weight:1741b LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.SE'Except' TOP CHORD Sheathed or 2-8-11 on center purlin spacing, except end verticals. T2 2 X 4 SPF 2100F 1.8E,T3 2 X 4 SPF 2100F 1.BE BOT CHORD Fligid ceiling directly applied or 10-0-0 on center bracing, Except: BOT CHORD 2 X 4 SPF No.2'ExcepY 6-0-0 on center bracing:19-20.. B3 2 X 4 SPF 1650F 1.5E,B4 2 X 6 SPF No.2 WEBS 1 Row at midpt 5•18,5-17,7-15,9-13 WEBS 2 X 4 SPF No.3"Except' W3 2 X 4 SPF Na.2,W8 2 X 4 SPF No.2 REACTIONS (Ib/size) 20=2075/03-5,13=2254/0-7-12 Max Horz20=329(load case 3) Max Upliftl3=-30(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=65,2-3=-1783,3-4=-2267,4-5=-2267,5-6=-4486,6-7=-4486,7-8=-2850,8-9=-2850,9-10=300,10-11=65,2-20=-2022,10-12=13 BOT CHORD 19-20=-Q 18-19=1359,17-18=2431,16-17=3359,15-16=4460, 14-15=1641,73-14=991, 12-13=-0 WEBS 3-19=-304,3-18=1260,4-18=-602,5-18=•231,5-17=•2272,5-16=2886,7-16=516,7-15=-1862,8-15=-354,9-15=2966,9-14=-1087,9-13=-2294,2-19=1429,10-13=-350 NOTES � i 1)This truss has been checked for unbalanced loading conditions. ; 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load � and 10.0 psf bottom chord dead load,1000 mi trom hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 46 tt by 24 ft with exposure C ASCE 7-93 per UBClANSI95 if end verticals or cantilevers exist,they are exposed to wind. If i porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate gnp increase is 1.60 � 3)Provide adequate drainage to prevent water ponding. i 4)All plates are M20 plates unless othervvise indicated. 5)Provide mechanical connection(by others)of truss to bearing plata capable of withstanding 30 Ib uplift at joint 13. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. IOAD CASE(S) Standard I . � Mo � 08 00 12: 06p JRSON GACKSTETTER 1 -612-442-5466 P, 3 MAR-08-2000 WED 11 ;47 AM ENGINEERING TECH SRV FAX N0. 605 498 1299 P, O1 � Hbr 07 00 01: 17p JRSOn GRCKSTETTER 1-612-442-5466 p.2 � � .. r. �/ ��� C Ci <`� C.rc� /J!%'� � Tu`° e QN AY LE !P H '- -- O1P�OR R68 'ROOF 7RU8S 1 1 { ,9pK� a�10A �.o s e e"vov ..uto. .d .a ,�3c-,� v.¢, � �ff�Ot R►f Of U1f�• f 1 �srP : (a onQ tfro�i am v1y i�. 2o-�.�z 27-e-s ��� t Eq ' yvndOr t tp � . 1 17 - 17- -12_�Q� tat2-��-- 33-°-0 34-� 1p� � prepOi� oeu+fs , -� 8-0-5 4-7•12 0-1•12 5-1-a 0-1•12 5-3-it 1-16•9 4/ 1-7•13 � � w��� sx,z,� 3z011 � 4xt2 9i�- , 3 �a . s a � � - ; - wa w i szs� I �\` � ts �o g -+� �s_ 2 �, �� � • �ex"�� �{$ a, �z S�-� � 20 t9 1B 17 12.00 12 14 13 12 3�r411 SuS= �g- 5i�/� 3zd f! Mo�� I�FT exs- <xe- I��t 5�3�1t 11�5•tt 17•7-72 20•7-t2 , 26-0-8 , 29-0-8 31-d-1433-0-Q h`_---�f---- � - f--�---- --�---i r-� S-3-it fr-2-1 6-2-1 3-0-0 5-4-12 3p-0 2�4-6 7-7-2 vw� �ahe . �-oa-� I���N 41-1 � . d --- --- in�o¢rG cwq sa4maa aaa ca oe�L t�+l A�1 aa.n vutEs ve► TCLI �0.0 P1a�akte��se 1.t! TC 0.70 V�II.J �0.24 16 >Y90 i120 /97J/fa 7COt t0.0 Lu+ibu tnorww �.�5 eG e92 V�AITU a.�e tB �l7s eq.l o.o wp sn�..kwr � w6 a.42 Hon(Tt) o.sa �] Na HCDL t0A Cad� UBGAN9lS 1st LC LL 1{n Y6d!.2�0 w«pl,e i 7�E LUI�E}S Oq�;y�g TOP C}qAD 2 X 4 SpF tESGF t b6'E�oc�pt� TOP OF1pqp 6hytda ar=a-t t on canlx puAl�fpednp,�c�pt md wticab, TQ t x�evF Z�ooF 1.�E.Ta x x�svF 21aaf��6E eor C+�oRo rt�d a�4�l�d or�aao ai cra.r a.e�q. Fm.vc 8oT GF/ONO 2%�SPF No2'Exc+wr' ano e��.,�w b..d �420_ 6a 2 x a SPF 1e6oF 1.bE 61 2 X 6 S�No.2 WE83 t Rar at m� �1B.6-t7.T-16.B•13 w�es t x a e�t+oa•r�c• wssx.arF►a.2,ws:x�s�r�z aFxn�s �r.wa 2o-wts�o�-e.ts.�seioa.�2 . Wt Feort20�l29tlwe w�� ►+uc tJy��3-aV(ru.a ea.�y �te�-R4e loaa t�o o�y toP c�OAO ��-ii,�a.�t�n,9-a-,22ef.�.�-22l7.6.6-.stpR.a7.�1e6,si�2�.E-9..16W.0��0.1co.10-tt�l6.Y20�-2022.t0.�z.�a 80T CHORD 1��-0,18-t0.7�lSp,1Rtbd43t.t6•77arx169.15-16.fi�0.)L7b.lbaf,1�•T6•981.t1-1L-0 wEsa sfaao+,a-�e-�ieo.�u.asae.c.,e=a+,.c,�_.a:r.,s-�sa�w.s-,a.s��,7.�6�./lAP,b16+36�.Ft6�29l4.9�1�')067.Y-17o-72W.T•t�ii29.10.13sJ50 �n�Es t)nr,�iw.lpr o..,alqa9c.o ror ur+er.mw�a wamf�mndflaaa 2�7}ifs eu»has e.w�awp�a wr w+�ind roia.�n.+..a M ea raM.+ndt+�zs n wo+.q.ouee w»t�ny 1ao p��op anad asa Io.a rae 10.0 oM batlaa Me�d dwa 4�d.7 000�Vxa lrrrlrerts oo�anBn•.on an vc�+r�cY�Go7�.wnatan�w+aord hu96np,d dn�r6 rtD�r�4 K WIf�C ASCE>�Oa U8C1AN81Y5 p wd�o�oa�wrs mL tM'a��xOosW a�hd. M ooad+�s Iydd.++aY ar nat apee.e b.tNa.lTq unw.r ool kma�a,.k�.ea..na w o�.+�o"��+eno.f.c.�o 87��W/!s 6a►+pr b p�Int wur pad+i4 1i�O�M u��X)pt4�I��aw�n+IFt NdoM4. 61 Arvvld�a»drniv�ow+rc�on(hy oY+vt)01 MIH t0 DwM9 D��UD�of wlMritc�p 10 tD WZlt d Jdrtl 1J. N Ttr�mw n.�b..�d..ia�+.a�•�ursvrPl,-+096 a.n..b. w�o caee�9m„a.,d S v!�Pp R't" �T TZ.V S S �- �V E t-. �r �... .. .� .�- C� �-S t`�'�-�D Tp /�o v� V A�v C.T � d t-� �Da zx a a �' �-s' ��+vk'�v . , G�X �,o-r,�t ���s • � „�.��-� w -�f 8 t �L 4 0 D �'N� 8�.'�Gd �I�d-C . S��G��E-� Z Ro�v s G zXB, �G P � �u�� Z x 4i �3 � Os3 00 12: 06p JRSON GRCKSTETTER 1 -612-442-5466 p. 2 MAR-08-2000 WED 11 :47 AM ENGINEERING TECH SRV FAX N0. 605 498 1?99 Mar 07 00 Ol ; 17 P. 02 p JRSQn GHCKSTETTER 1-612-442-5466 p. 3 �- � �j 3 � c�-��-�,��-� z�� � � �. uiv.fpq fl+IC RWF rRues lE rAt�O N r �• ��2'60 t . ---�__ t �A � D 1 1 In �- °d OD i�. :30 I hereby c � lhis plon,specifico i n or �¢2,� r'°° 27-�•0 repori s prepor b 8'� 12-10� �48-12 per nai s parvis� nd ihcH i om ��s•�_� 18-�-12 19-0-8 23.2-13 p7�.,� a7�o �.g..� te d Pn^f ,sion Enpinee�undo�� o o a'��"3 3-8-8 2-5•12 �_g —� t e Stotc M s�M a��d thol I a otent �✓� �2-7p•�-t2 o-�-�2 t-10-8 t prepar t s acumenl. �'t'1z 3.p-0 �y,.72 �s_ a,�a_ �z��� ip ,z s 5 8 r 223 Z G� rS-,��, �Si Qtur ) �x<�. (late d Req.No.19��, � �� �a_ w � 4 a � w� e,as�� • � 9 4 1 g 5 w, 9 , 3ic6\ il 21 20 '� � te W vo $ 3xt11 a�12= 19 - �a 1�$ `" 8 12.00 12 13 t2 . �� . 5xa—I � . � � \''��D,L��� \ �Ct�l \ � a�-8---�__ ��f--�.,a3 1 ,e-s-,z ,s�z.a zz.z-� ZX$ #Z.SP� �C. ��9 &&/0 ��� 27.7-0 - 0-7� 34-8-8 . : �A�-o.o- aoo.ia ��y-s.� .� 3-8-9 2-7-6 3-0-p 5-4-12 3-0-Q 3-1l-8 ra��� ��caxt zao~ � "" ---.� f�`k�cn"° b+) oora nw TL'Ol 10.0 i.t5 TC � �`� /!�{TE! CI1tD BCLL a,p ��tnaaw �.15 B� �e^(tL) -028 77 sggp BCOL 2a.o ��"�'�^" res � ��(TU a.0 iazo ,,�, �� �O�nu r'O� UDGAN5195 � 406 Hor=('!L) 0.2A /2 N� WK6EA _ �a tC LL Wn UdWI.t�p Wdohc a�s ro TOP�HpqA 2 X�9PF No2•6�d• ` ap�� T2 2 X 4 SOf 1660F 1.6E 60T QHORO ��aerd a t.�.> - 80T f,NORD 2 X�8Pf'Mo2'p,�pa� w1 eMwripuef�spa�L�,�p�tnQv�.qeUs. Bt P X e SOR Mu3,oi�X Y 8PP Nc �"�"0�'�VP�4 ar f-6�0 on p�r �� 2 X4 SVF Ida��ppop�. L a 2 X 6 SPF Np.2 1�«+� 6-ll �`R' �O� wtS2X<SPFHo2MrJ2x�SAr+1oz �� tRauramyp� b�y 2 R�vf at 11J i� �16 ��t� ANa1m) 21�q�yQ.ga.t2�2S7rG5-i Mec Hcrs2l�eq(epaQ�� �S (�)•Fla!l,�E Cay TOP CNORp�-YI.�Ott 1,�-�1.Y��,.s�--2ft3.�d�.tQ67�6�Ie77f(,�-7..�i1.7J.,��6l,a.p,,,�Y-to.-f Wi86H�Fi0 P0.2t�G,1G�p,�ppg 4-M-t7N��7-�N.¢a.S-ld.-7�.19-t7.0.16/0.729t,fr1S•2�6f.t3�t�ZOis �2•13.d 1�20�9fOt.2,2p..�p7.3-20�10ls,3• W.TC.7��.i0-12-$2t9 91}.tYTt.TP13.1600 �'�.4t9.9Z7.i14.J06,10.5l.�)1�,t�tl..YB�!-��+�21U.bi5e1Y19,R iS.i 156.475w-10p8,l.i�p.�t�T1pp. �h� 2f Thf�tauaa hes�drJa�d!a►t���yd��u an01 O.0 p�l 6d1oe�����,��b:��M t6 R abovl gro�nQ Iw�J.uwq f0.0 P+�mV drotl dw�a�uM �nbM I6 R br PI p WN�omeaw C ASCE�4�D�r�6 N wtl W������Y 6�1���*k �►P�avld��M�Vs�/�titiwa�r yp��,y��bl�w t'�•rnt Uw�hatw h,i.f0 4).i11 Afw�n�M'�PYY�y+iw eb,rlw�,diw�a 5�Thll 5utt�yi bN11 dl�(p�MAA Afd8VR1 7.7005 eA1M(�. LOAC't��y S u pPoiz-T TTt.vs S L.EV E L C v--r /�S �R.►`Q U Tc� �o�l�. \/�u L`T" ''T'D L-T,' I D �- �`C.'r s 1Dtc O�.�C.y �F- �Dt� 2?� $ � 2 SPF Z3 C, �5 S�-FowN , � A�c+{ G.I�-�-1 �j/��► C p?� � �3 0�-! ���S . 'AL�c�D � r.�� +► gcLS � 3 c�,C, s-r/�GG�i�ED , `Z. Rbw s@ 2 X g r 2 X(v I (Zow � 2�C4 Z)C3 / ` � ?l 3 S' (c�.Yv-i�.� Job Truss TrussType Qty Ply LECY/REIDRES JG/RK 01C30R iR3D ROOFTRUSS 1 1 � Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:17 2000 Page 1 40-10-8 , 5-9-11 , 11-4-15 , 17-0-4 , 22-1-10 , 27-1-5 , 32-0-15 , 37-2-5 �9-0-0 � � � 5-9-11 5-7-5 5-7-5 5-1-6 4-11-10 4-11-10 5-1-6 1-9-11 6x8/i 3x4 I I �-�0-8 5x8= 6x8= 5x6= 3x6= 4x6= 4x6= 10.00 12 2 3 4 5 6 7 8 9 5x6�� W1 W5 V1/ W8 W8 W8 17 q10 5x6= 1 0 � � 1 4 c%� d q I� � W6 W i18 17 16 15 14 13 12 �o 10x12 M20H= 4x6= 3x6= 5x6= lo � 4x8= 5x6= 3x411 �� 23 22 21 20 19 3x4 I I 4x6= 4x12= 3x4 I I , 5-9-11 � 11-4-15 17-0-4 1,8-6-4 22-1-10 , 27-1-5 , 32-0-15 , 37-2-5 39-0-Q 5-9-11 5-7-5 5-7-5 1-6-0 3-7-6 4-11-10 4-11-10 5-1-6 1-9-11 Plate Offsets X,Y: 2:0-4-0,0-1-4, 9:0-6-4,0-2-0, 18:0-8-8,0-5-8 ! LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl I PLATES GFiIP � � TCLL 40.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.44 18 >999 � M20 1971�44 � ! TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.67 17-18 >689 � M20H 148/108 I,, BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz;TL) 0.35 12 n/a I k' BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 � Weight:233 Ib � LUMBER BRACING � TOP CHORD 2 X 6 SPF No.2'Except' TOP CHORD Sheathed or 2-0-5 on center purlin spacing, except end verticals. T2 2 X 4 SPF 2100F 1.BE,T4 2 X 4 SPF No.2,T3 2 X 4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. BOT CHORD 2 X 4 SPF No.2^Except' WEBS 1 Row at midpt 2-22,1-23,10-12 83 2 X 4 SPF 1650F 1.SE 2 Rows at 1/3 pts 3•21 WEBS 2 X 4 SPF No.3'Exrept' W3 2 X 4 SPF 165CF 1.SE,W3 2 X 4 SPF 1650F 1.SE,W2 2 X 4 SPF No.2 W1 2 X 4 SPF 1fi50F 1.SE,WB 2 X 4 SPF No.2,W8 2 X 4 SPF No.2 WS2X4SPFNo.2 REACTIONS (Ib/size) 23=2341/0-5-8,12=2539/0-5-8 Max Horz23=403(load case 3) FOflCES pb)-First Load Case Only TOP CHORD 1-2=-1559,23=-1932,3-4=-5054,4-5=-4730,5-6=-4730,6-7=-4730,7-8=-4067,8-9=-2775,9-10=-1099,10-11=65,1-23=-2283,10-12=•2521 BOT CHORD 22-23=-0,21-22=1176,20-21=0,19-20=0,18-20=88,4-18=-246,17-18=5062, 16-17=4067,15-16=2775,14-15=2775,13-14=793,12-13=0 WEBS 2-22=-880,2-21=1501,3-21=-3058,18-21=2688,3-18=4020,4-17=-435,6-17=-512,7•17=914,7-16=•1126,8-16=1781,8-14=-1718,9-14=2689,9-13=-1459, 1-22=1550, 10-13=1741 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf;op chord dead load and 10.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticais or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSIITPI 1-1995 critaria. LOAD CASE(S) Standard ��ar 02 `JU O'I : �9a JRSQfV GRCKSTE TTER 1 -612-442-5466 �9AR-02—�000 THU 07. 15 AM ENGINEt:R1NG TECH SRV p � - '� FAX N0, 605 49H 1299 P, 03 Feb 25 00 ]2: 35p JHSON GRCKSTETTER 1 -612-442-5�66 P, 3 r .,�---�, ,�.____ .�'j 3 �- �� �_ ;-,-� ����-e o,oaoa a�o �� -�- -�..�__— �F rRV6S N '� �orTqy� (�y� �El�`�'— b6ZE� �-_-��__r- t ' __.,�__�_ --`l`� � �• •Fab is i0pp • i---._ 5-&11 ^4xtrW. ee. W�d � tlye:t�ykb -L" 11— 4�5 S7 2'1-1-1p 5-4 r 1 5 7 g _�_„`' , 27�1�S ?2-0.15 40-10-8 i 5��'6 4•11•10 37•25 � �� a•t t-10 �--{ 5-�-8 �-9•t1 10.00(t2 3XQ fl \�vT �.-IA1'E � p � SuB� 3x6� t-/0-8 _----__ 3 � �xG-- �_ �{�_ � S e � `�f��`��- Z SQ� 5it8-- \ W� WS We WB 8 �e���e� ��x6� � V ��I r ` `'�,� � 1 �� / , e \ � �� � 0 e W e � \ �, � " is 1pst12 MQp��_ 16 �3 � � � dxB ~ � �r6 1 4\23 !` _ x8= � �j 3�ct II 3z�li � 21 `- 20 �9 � '`yG�X ZQ'1 �7 p d � 4u8_ 4x12- �c411 � L� �� l �Zsf"� � �-� P �400 �.,o b d�s �� .�-o, @ 3"o c � `' � �---5_�a, ,��-�s • S� � '4r��REL�, I�+.y 5-8-tt � S-7-g�~S7� 8 �-1-10 Z)•7� 32-9-15 3T-2.5 aw� �---Q,ii 1�6-0 3-7� l �� a +a�—p�-�- 4-11-10 411-10 � f �4�1 gpApkG -� — __ 6-1-8 �-9-tt _ -- -- ♦O.o P0��nhe�r z L � ���l t�.D (yrrt6srk�Caaeo �.16 i� ODt � fk�l l�l YdM -�-� BCDI i0.0 —qM 6t.�s�Ina Tt5 � 0.9� V"'Xrl�1 �0.67 17•1• � ��s �/ttt c�s. ��� we o.0 ieae Mza� ,aenaa wws� �---- -, �Of�rU a.as ,w �z TOP CH . t��LL Min Ild.n-2�0 Oi10 2 X�BPF plp2•6corpt' -- ��-___ � ��7t3 m 1'!2 X<SFf 2t00F t.sE.Tt Y X�9ap No.Z 75 Z X�SPF 1lSof 1.6E -1--4 OOT CHORO Y X�SPF Ho2'Etct T�CHOHO 3hwl7wd m ��_------�_�_ 89 21(.�SPf i D� 2j3-6 oc�a�piyr p��� �P��nd vr�6�{e. WEBfl 2 X�SPF►1�.a�i.� WEBACHOA� �p����,�OPA�e a 6�-0 en a„y Md2X�SPFTeSo� ���et� f•�.t.?�.'o.�t �� w�¢x s i.ae.Ws z r,a 6PF tisso�,. P°' 1-z, BPF la3Cf 1.6E.W6 2 k�S�p Ns2.MMsz Y SPF fYe.2 No.? � Wa 2 X 4 Dpf�1 � ' � RFAG71LM14 (IGh{p) Q�.�µiro-6,A.{a.QS,pUSE ti4�fb*tt:i.�fh�W ces�]� ��'-� pbl•P+est le�d Cu.p,�, 1'W C�+CRO 7-!-165Y.LJo-�p(ci2.�y�05a.�-6.-t7�0, 770.7�6.1067.f�O.. ��D £e�.lRo.e-z�t301,i�,.j SA f�sdej t°a°'�9-�'��•�uet>.q-�t u.»..oe�.6 t{.m0.1a-t6.p�iys��is--22L'-ta,z�-?S2, t0•19•_+,7{t �'68�.�-t �� -US.G V.Et1,7.17 �M7A7.1l.U.0 � -Qu,�.,s..i�2�.s�a.i�s�,e-t�-i»e.&u�een.a,a,a �_ �)Thh wu rw b�u dbdsp ra unya�C.e b�d a �z-icco, 1)Thr v+rt Ita 6w�ddp»a br��{,d "y��JfM�. rN+e��2511 ae f0A o�f�qt�n aho�d��4 t006��arrahe!y sp� P�o�tAr ayq MYd��not�, b �ASCE�P«UDc7�N8106 M�nA v�.6��1s����Y °°"dll°^I�A�sw��bd ��,���+w��°�`Doc b�'�n+q+•ea.a�a n»wa.pr������ava.d b rm_ r � �o�itsfl�s�n� n,"'�Y that ", an,spec�� t�on or �T�'. D�A�1� �e It WpS pre (�y mo o�unr�cr n ersoncl su rvi on ond ih�t f�m�c nld�/ � Y .�9,� NP,r.n !KN R�'A��C fered Prr� .S��G !En�ineci undcr�h I ,s 1hc Siot.of nncs��c end thof 1 a v - etenl to prep r is document /� I �A��YtC� �/��n./ � ( ' iyotureJ � Dote � 2 �C7 Rep.No, 19015 • � ��j� C� Gc.�Vi c,��P Job Truss TrussType Qry Ply LECY/REID RES JG/RK i 01030R R3C ROOFTRUSS 1 1 Superior Truss,Minneota,MN 56264 4.032 s Feb 78 1999 MiTek Industries,Inc. Wed Feb 09 14:36:15 2000 Page 1 � 4-0-9 , 7-9-11 , 12-4-15 , 17-0-4 � 23-1-8 29-1-1 , 35-2-5 , 38-9-0 , 4-0-9 3-9-1 4-7-5 4-7-5 6-1-4 5-11-8 6-1-4 3-6-11 6x6�i ��'� 5x8= 6x6= 5x6- 3x8= 3x4 I I 4x6= � " � r 10.00 12 3 4 5 6 7 S 9 4x6// �; 4 5x6= W1 W5 7 W9 i W9 10 2T I W11 2 3x4!I I I I �co 4 ; � 1 B2 I c%� W 6 I l i I � W 6 15 14 13 12 11 � 0 , I 6x12= 4x8= 3x6= 4x6= 3x411 � 5x6= � � Im 21 20 19 18 17 � 4x611 4x6= 6x8= 3x411 , 7-9-11 , 12-4-15 17-0-4 1,8-6-(� 23-1-8 , 29-1-1 , 35-2-5 , 38-9-0 , � � � 7-9-11 4-7-5 4-7-5 1-6-0 4-7-4 5-1 1-8 6-1-4 3-6-11 Plate Offsets(X,Y: 3:0-2-8,0-1-8, 9:0-6-4,0-2-0, 16:0-7-0,0-5-0 LOADING (psf) SPAClNG 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.30 18 >999 M20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.47 15-16 >974 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.26 11 n/a BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 Weight:246 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2'Except' TOP CHORD Sheathed. T2 2 X 4 SPF 1650F 1,SE,T3 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. Except: BOT CHORD 2 X 4 SPF No.2'ExcepY 1 Row at midpt 5-16 83 2 X 4 SPF 1650F 1.SE WEBS 1 Row at midpt 3-20,5-15,8-14,10-11 I WEBS 2 X 4 SPF No.3'ExcepY 2 Rows at 1/3 pts 4-19,2-21 . W3 2 X 4 SPF 1650F 1.SE,W3 2 X 4 SPF 1650F 1,SE,W2 2 X 4 SPF No.2 � I W1 2 X 4 SPF No.2 REACTIONS (Ib/size) 21=2326/0-5-8,11=2322/03-10(input: 03-8) Max Horz21=505(load case 3) FORCES (Ib)-First Load Case Only ` TOP CHORD 1-2=0,23=-1652,3-4=-1714,4-5=-3467,5-6=3380,6-7=-3380,7-8=3380,8-9=4612,9-10=-1516,1-21=-192,10-1�=-2286 BOT CHORD 20-21=968,19-20=1259,18-19=0,17-18=0, 16-18=78,5-16=-446, 15-16=3467,14-15=2611,13-14=1137, 12-13=1137,11-12=0 WEBS 2-ZO=680,3-20=-488,3-19=1209,4-19=-2952,16-19=2574,4-16=3059,5-15_-125,7-15=-611,5-15=1125,8-14=-1416,9-14=2129,9-12=-1046,2-21=-2273,10-12=1fi28 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and�0.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist,thay are exposed to wind. If porches exist,they are not exposed to wind. The lumber OOL increase is 1.60,and the plate grip increase is 1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)WARNING:Required hearing size at joint(s)11 greater than input bearing size. 6)This truss has been designed with ANSI/TPI t-1995 criteria. � LOAD CASE(S) Standard �?,ar U� UU U /: �Sa JRSUM GRCKSTETTER 1 -612-442-5466 MAR-02-2000 TH� 07: 14 AM ENGINEERING TECH SRU FAX N0. 605 498 12gg P . 4 � Feb 29 00 12:35 P, �� P 3ASON 6HCKSTETTER I-612-442-5466 � P•2 �' � - ,,�-- �„ �/ .�� <�v� �c c,J P �'• o � _______`. �OtoJOR ��RYC ROGF TAUBF � 1 ♦ f wwr n+a.►6m�ou.18�1 56291 . . t.432• IB196 MC a.1nc. �d b t _ p � �4--0-0 �-�D-�1 �,_ t2-4-t6 t7-p� 2�1� 29-t-t 35•23 4-0-9 3-9-1 4•7f> 4-I•5 61� __��—��--i AtQ� � �� 5-1t-8. 6-1-4 3-8-11 � c�� .G�s S�.�5 r4-S s�,v, ��-�"L.��� � T�►-qr vca ,Qw� (p�`�°'� 3'��,�� s GERL�t� 5,�e- �= sxe� s,oa i� ` �aa_ Z 10.00(�f2 8 ♦ 5 6 7 s�_�. .Ke% . . 2� w� ws w9 ��,�' . �.ii r � � � 4 � '�� � � � N kl 6 \ , � W 6 15 U t2 t q { 6xtZ- IxB= — QX6 (l d \ � � Sx6-. �a ' 2� 21 � �s �s n 2� `"B�� s�ac- 6+�8; a,c��� � �, zx4 �z �P,R c.v�-•�-o,���- 7-9 7 7 12-t-15__� 17-0r I�B-d-�I_�3-1-8 � 28-1•1 T—r ---I--.- -35-2 5 �___ 9-0 { 7•8-si �-T3 t-7-5 t�6-o a��4 61t-8 6-t-4 3�-t t �w� : da,. os.aaz ,co-i -s - -- io�cr'a(ro ar�ca�a zau M) Mq w.� -- ra� w.o �' � rc ,.00 inol to.o u+�„�.,i� t.0 w•Kt4 ��6 ie �ppp �tFa �/tu ecz� o.o ��,�„v r� � o% ' v.�cfu 4A71S•1f ,o�a ec� �o.o coa. oea�Ks►os I �at`��`i�iun a.i.'z'ro °" MWf1�t 4�A b � ---^ — ---- rDV CHORO t X�BPF No2•Eiospr � T2 z X�8�F f�6GF t,�,T1 t X�SI'F i100F I.iE 7UP CFtOAD 1Matlwd BOY QHORO!X{8AF No2.�r, eoT cr+oao t�ya a+wu a,.�er�wb�.oa a,oom«a.arq. �a.vi ea:a.svF�,se �wwaaea s.,e vrFBe 2X<6PFIfo.D'FinaoC M/F89 ;Wwatmf�t 520.6-t6.6-ta,i4�t WS t X s SPF 1A66F t.SE N2 t X�S!'F 1650F 1.6E.w2 2 X�SvG�+0 2 2 fio�ti N if3 Db t•t9,t-2� NA 2 X 4 SPf No2 . . NEI�C110kb �dnJ 2t�a��i�J-10(Nrpk G3-0) . �eo�Nx.a�.soa(t..�.w�) �RNICES p�)-PoM lwd ow q,y Tcx c}+oRn i-x.o,za.-�asz.a-�.-,�,a,�s.�n.�-s-�o.F>>ateo.�s-saeo,e-v-�acis,v-ia-ts�c.i,x�.•,vi.�o-,i.-rrae Bf�T ClIOFiO�A11�4671,1�1Cr1?Sp,16.19.p.17-18-0.16-147a.�16�-Ml,IS-16.7�t7,t4t5.�11.11/h11lI,iZ-13.1�J7.11-12�0 � ��' �2V�l0.s-ZQ+dlD.St9-tZ04�-tl.-is�,1a7F4er�.a.es.00ss_e•te.-txs.7�t6.-a/�.��i.��]e.a.�a..ute.o-�a�2f2q a.t1..-�0�,a21..22rs.w-�a.t62e lp�t 1)Thb tRb�nes M�n el�oksd Fe.�.Mlr+ord ie.6�y eo�foea 21�aw h..e..n a..��c a.a+.wrnd aad pn.ne.a h eo�,.;na�.�a R.oa..o�aw+d r++l�+�w:an pe ap a�wd a.oa moa .na�aa�t eoao,�eb,d a..d wad,,uoo R+�,nuna�o.awM,.,an.n eoaa«+a�.co�r�.oa�soen�«+eo..e e�ao,a d �owwfaea N 4 by 2�R�Ae�pyowA C A6CE 747 M►UDp'ANSIo6 n�ne vank�b er v��tM4�f'an�xpwA m wna. o io�efw+�d�t Nt/w nQ a�os�Q b�iiai 11�e�sir DOl i�arra►Y t.10.r.a er Oiw YA1 ierwr Y t.CO ' . i)P�o`ia'�dpa��8�^p�y Vrwvd w�M.oon�rg. IYf p�Or�it27 ra�yyN��ynvy�yyp��, KMf�MYCi fiq�hd Mt�p�k1 tl�sl/1 QIMrf Mq Afpl! f�. (y�A.�E s/TNaasAasrw�e..y�rd..».�eltrg�.tyvsa�'1�ero erti Iha fh' ��•' • vv �' , n,spoa olion a � :,au�o�/tst�swa.,d re was propa y me or under y d� N ��/� .rsono!suR � on ond liu�f I prn d R • ��jd. � -. tered Pr ro I Enginecr under a�� ` " the�tr.; .f ,nncSc,Io nnd ihpt( co fo pr r is dcxumen� f�� f ���xs � J�s�� (S� noture �0 Z' v Ree.rlo.19015 DATE TIME CITY OF ORONO n CALLED IN ����-���� 3' 3� ,�o<66 7 � � INSPECTIO NOTICE SCHEDULED ;7-/3�- •,� /` PERMIT N COMPLETED �__�� -�-.�,L-- ADDRESS -`� �'� ✓`� OWNER_� CONTR. ,�.� Cf�-,-.�� TELEPHONE NO. � �� - Z- I �-�o � DESCRIPTION _`�-(�- -�'� l� 01 FOOTING 11 N1 HANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINA� 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 J 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 Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: z W a � � � "�✓ � ' Y G�Id�t J O � �C. w /� O - � W � Q � Z W c� ' W � j d W ❑WORK SATISFACTORY:PROCEED i1 PROJECT COMPLETE � �CY ORRECT WORK&PROCEED ,r1oISSUE CERTIFICATE OF OCCUPANCY W � Ci CORRECT WORK,CALL FOR REINSPECTION � �TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. - PHOTOTAKEN INSPECTOR WILL RETUFN CITATION ISSUED C STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContrac r on site: inspector. � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ���`�°c� � PERMIT NO. COMPLETED �l �� '� ADDRESS .���-� ��z��.--� �� OWNER CONTR. TELEPHONE NO. � DESCRIPTION � ! � LL 01 FOOTING '1 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 0 12 WATER HOOK-UP 17 SITE INSPECTION Z � 05 FIN 14 SEWER HOOK-UP 06 PROGRESS � DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEEi YOU:_YES_NO Z � COMMENTS: � w a � � O � � O � W � Q � Z W � W � j d �IORK SATISFACTORY:PROCEED ROJECT COMPLETE W � [�CORRECT WORK&PROCEED SUE CERTIFICATE OF OCCUPANCY W 0 �l CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING �pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pHOTO TAKEN INSPECTOR WILL RETURN � ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO �, bb� CALLED IN `� - �v INSPECTION NOTICE r SCHEDULED 7` «- _'�'�� � PERMIT NO. -� COMPLETED �� � " 3d ADDRESS �-��S C�`�"'�`1o�.0 C-G�►'�-�-- OWNER CONTR. ��`-/ TELEPHONE NO. S�IG ' ��l��P � DESCRIPTION /��.iti ��-S 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 5 FINA 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTR OR � EET YOU: YES_NO � COMMENT : �� ` � - �� �-� � � � � /�j % � c j � �� � � o '' � '' � u� cQ-�r,c l�1.tG�G, r' o � S ccs� r ��� � ,� W � � �► s � �� e Q Z �' ._ c�.•�e � _ os � ,� W c�� �a � � r C-c� o G2 .�C S - �/« � . lL" ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � C7 CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ; : PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR I CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. 249-4600 OwnerlContra tor on site: Inspector. �� , ' ��I � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN ` ��/�� INSPECTION NOTICE SCHEDULED .3/�?8 ad � '• p C� PERMIT NO. -��`� � C MPLETED S'Za��� � -f�U ADDRESS � � / G OWNER CONTR. TELEPHONE N0. CI��-9`�% l � DESCRIPTION _/I2�.�l,r ���� ly 01 FOOTING 11 NIECHANICAL RI 18 EXCAV/GRADING/FILLING � AMING� 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR T�M T YOU:_Y S_NO � COMMENTS: i/ ' �L'I !/,Cye ��f ��S Q'� a �L�S S �' c�ts�� 'I�l<<� r�3c>,— ��-� P o � ,� " _ � S � �P✓ %� � �;;� � � ✓� � � �� �� J o �o �'i'� l .� � v� .e�— � , Q �'2 /`h ' C�G�€y' l �� � ' �'` � � C-� � �� r ' rl z . ,. � CL L'h'I�. -}� ,., � 1�'t�l� � � c�t � i �Sy�e� W � / � ��5��t 2� 7.� �/$i.t.�cte� �l� Sj/Q�r � a W L WORKSATISFACTORY:PROCEED �� PROJECTCOMPLETE � ❑ CORRECT WORK&PFiOCEED ISSUE CERTIFICATE OF OCCUPANCY W � �_ ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V . EFORECOVERING PERMANENT f 1 CORRECT UNSAFE CONDITION WITHIN HOl1RS. pHOTO TAKEN INSPECTOR WILL RETURN Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContractor on site: Inspector.l�������_�t�.ls/ � White Copyllnspector's File Canary CopylSite Notice DATE TIM CITY OF ORONO CALLED IN �Z�""�� � INSPECTION NOd ICE SCHEDULED /.-�f�-o v , `D a PERMIT NO. r �� � �� COMPLETED '�"�' �� ' �� ADDRESS �� �''��r �'—� OWNER �j �- CONTR. f ��/'�z� TELEPHONE NO. y��� y� � � p %��� ���,6--GC�-e--/ 1 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 2 FRAMING f 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � ; � ;, =r, f - , t 1.,� �.�.�.:�j -� , , ; t . ,;. Y . �, _. . ,- �. j �-..�::�`' �. � ,,� 4G} ' � � f �l, , r! S� i .,\ - j " � ,.� :�� l ..�.-� �:.��: :t,.. ..,�_. �-/� 1 .(,_�C. , y � .S �- ( -' `�., � r� '" � c..j.� � � �•- ZJ,:> L r:� � �� L. f.�i. � :� � ,� Q {y+ � ' � � � �� .. � �,. _�, ..�� !✓�r��f"(� r�' t i t:��.. �.� -:.`�>-^- Z �� ' � � � l/<Ji'�� ��� � .�j -��+,.CiL,.? W � j d W ❑WORKSATISFACTORY:PROCEED i ' PROJECTCOMPLETE � �iCORRECT WORK&PROCEED f ISSUE 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 C STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-460� OwnerlContra�or on site: Inspector.�' ��.��ir' ���, �,� 5 White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE (� SCHEDULED �X� �'3j��aa PERMIT NO. � COMPLETED �� Y- �U ADDRESS �13� ���) ��' L�Y�— OWNER CONTR.��,�C�1 TELEPHONE NO. � u� � �3�3 � DESCRIPTION �`���-i �� ����'�`��� ly 01 FOOTING 11 fv1ECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FR 1�G� 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 3 INSULATION\ 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FO�LOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR T MEET YOU:_YES_NO n � ; �� l/ � COMMEN S: --'4��' � a ' � i �� � � O � � O � W � Q � Z W � W � � d W `�WORKSATISFACTORY:PROCEED f PROJECTCOMPLETE � �❑CORRECT WORK&PROCEED f ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. 249-46�� OwnerlContr r on site: Inspector.,����C�.v�c�'c�j�� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION TICE IQ� SCHEDULED 3 -3"C� l �: c9"o PERMIT NO. �a���� COMPLETED 5^ �CC�U j� ADDRESS ��S �Q.✓!%1Z- �'�^-� • OWNER CONTR. �-C�-1 C�S�''�G���-rn TELEPHONE NO. �yy 9 L�9 � DESCRIPTION ��l�l� f ►'1S/-x��l r/1'� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADWG/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � w � � J O � � O � W � Q � Z W � W � j d ��WORK SATISFACTORY:PROCEED r PROJECT COMPLETE ��: [� CORRECT WORK&PROCEED i : ISSUE CERTIFICATE OF OCCUPANCY W O C!CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. -. pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-460� OwnerlContr tor on site: Inspector.��'/ .�P_.d''��Cc,� White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN I-3I— �"'� ��� � a INSPECTION OTICE SCHEDULED �-/g- �n �,`o�' PERMIT NO.��� �' COMPLETED 2'�/ ��C� ' ��, ADDRESS���-5 �'�'� - �'-�-� OWNER ;�� CONTR. -Q-C C-�x,�� � TELEPHONE NO. ��5�— I� �� � DE�.RIPTION G � �� 01 FOOTING - 11 M HANICA I 18 EXCAV/GRADING/FI�LING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � ' w a �r��'';:, (k;% _ ;, ;�' ,. ��...� ..��-<< f �- �5 ;�- � �-:< �_�'�-���- ���� �; ,, �-.�j�s��� � o - � w � � , � �. �� 3 � z W � W � � d °. tL �ORK SATISFACTORY:PROCEED �_ pROJECT COMPLETE �"�C� CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY � O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. . pHOTO TAKEN INSPECTOR WILL REfURN I CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContractor on site: Inspector.��Ce_.Pi�c f�3 _�T White Copyllnspecfor's File Canary CopylSite Notice