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HomeMy WebLinkAbout1993-005215 - new residence � , PEI�MIT CITX OF ORONO PE�MIT TYPE: �;r,���,���; �2750 Kelley Parkway • P.O. Box 815 Permit Number: �}{�`���1� Orono, Minnesota 55356-0815 Date Issued: (612) 473-7357 {���jj����r'�-� , SITE ADDRESS: 11 i y LL€�F '=�T .r� 117- a3 ��. ooas �' . ?. . I�i. . :;tj.—�-j-:•_;�:�--'it—i����;, DESCRIPTION: �:��ilt�i�i.� �`NI'Ifi2�• Tr,�`�.r� '=:t;L_ �r���1Fi Y—t�1�4�1 E=�!i I��i��� �.�t;�-�r TY;1� �;�'=�T�;��,�i:� tl�;(,,: t_1[c'1.��'ctil[� � � ' i�TT irC ,�%!}fii� �—.�; ��� ?' �, u����,� �:i�]l=��•1'l.,t C'!.l.���ll �}��'C ���� �i�'�lfiiit�,i Lh�1 L•L �:�W+1l�t�i'j �f''���: i�i,�i�%i�i�vv n vi ��.+ii# i i.,i..1v f-=-it i li{tret7�9 � .t J�V 11�t�VYV C t {; . V!1�} VL!! tis�.lalV 1 i�ir.G.VlVilt�V F}1 1!1 L?Lt-�t �i a tTV '�:'':� (1i}�yi�fl t 1GLiL�l�L•VVV TI Y1 VL� 7�J{fsYV Ll�Lr�• �L p'1.1�1+iY \LL•L17��^!l�ITlft�• I VV� � �}. /tii.:it} 1'(ti}{ ffl� !lA•�{ TPi..17!'�V 4VL•3 ISV1 11'7•it fti Sli,�/it�: VL!V !ri. REMARKS: '::EF'f��€t�TE F'��t1�f T'�� �:E��;�1 I RED �=��t�; F'L�t:�, i�1Ei:H, �I�E�'��t�:F�, !��aJi�# I�i�i I vF=iT I 3�l��, L�ELL °� �! �f•�'�;'T:•Gt ['.=:`l �.:'rL F'E��';til'T'3 FEE SUMMARY: l�'�LE_:Ct i T���I'•� `.k 1�.�,i�C)i� E���� ��e �%'�=� � '�'-� �'1��-t ���i c�=t� ��i`� • 7�-� '._;t�:7'C�"tct t''�f_ �f�.: . __?�� �T;��; �i7�t),41(_) :_��'���: % �.i)i i '�:F;�.: tlt�3.�•� --------------i Tczt-�I ��r �"�, �.:=;1 . L= CONTRACTOR: C�?1NNE — `���`� ��:`"'�'. ,�t-i+_���I`C��;`�;�� �J�T!t�I 1 it: i_F�tF '��T L��l`��a L���.E h11�� 5�:;�t�, .t.E.i:�'—Ci 7'=1 th. �= 4 ly° �-�i,-�i!�` ;,,� '�-r=; �-;,r ti�;�ii�;;���-�;`r� r:;-, _ i _ _�t; ?#f �' �� ;�?�:r'�� �;il-';f!t if.: t ���! ��:�i��--� � ';� :-i:_ .r_ � ,_-.,._._.._� , = r�_(�if°:I'w��;I<_:t: : ; i�1:-��::"" T�-I� . �:._ I. , �_ �_t1.�i�T'�� ��,-��� _�. . _ . _ _ � :.. S�', ' ' � i 't.'� _ {, �.,t..� �� ' �_ . � '�:#-'�_L�1 F� I�f, s-:�•v�: �;.:;F�;F=;�°_; j;_i ;::f�t F.E._� :�_,., '�::: �t:,� �-;"��i�,�.` ;L.�_��t�z,T i:�Ivu:� �l.{-1 !-i `r`�,_i �.-:l_.f Ef��" i^���i�..�#jl{.�i {...El�s�...��«3A�{i"�ri���•_........ i'�i�'ri.i: ;;� ��-i�� ��S' � i` _i � a�}r� ts: i�i d� � '' �-}!} i"!.�}' '�S} , :'. . . �1 i`I�} ,�._•–�_ t�f-� t. _ i a�.�:�€ '.� _i�'•:w �.i= {_ 1. ��i t�'_� L ` � -I 0 APPLICANT/PERMITEE SIGNATUR ISSUED BY:SIGNATURE CHECX OFF LIST FOR ISSIIANCE OF PERMITS . FOR OFFICE USE ONLY � _�DDRESS OR LEGAI,: � I� C.���F 5 T PID: ' Lf-/r' , _ . � i-_ �C c � �BSCRIPTION OF WORR: Jv C�� � S ---------- ----------------------------------3=�-�J--------------- ZONING REVIEW BY: (�� lVtnt�-- _ DATE APPROV$D: '� ' } '3IIILDING RE�7IEW BY: �O C��--- DATS APPROV�: � ' �-�/ -------------------- - g�g Tp gg C��• Misc. Fees Calculated By: PrRMIT Yes � No . PLAN REVIEW Yes � No SEWER CONNECTION �TATE SURCHARGE Yes �% No WATER CONNECTION �:�1ES�IGATION FEE Yes No �- PARR FEE ;�C ' Yes ✓' No SITE INSPECTION ;Jumber of SAC Units � OTHER (specify) --------------------------------------------- .ONING CHECR LIST Z oning Di stri ct: t22-� a _�'ire Department• (,c�ti� (,w�C� Post Office: (�„�.r, SchooJ. District: Q2p�vo Lot Area: �o,3�O s� �r •b`I �ucc�Width: ( �p Depth: Z�5�S A�vi �urvey Submitted: Yes o� No Date of Survey: S� f`r-S 3 Proposed Setbacks: , , Front (�) : �1b Right Side: � 2c� Rear (S�) : !lD � t Left Side: 7� �� � Adjacent Structures: /�/�/� Wetland: G7 � P(�-c-rcc--rC�O T����T►��'e-y I Buil.ding Height: Def. Hgt. ��• s Peak Hgt. (�. s ?vg. Setback: � • �L Lot Coverage: NIr� Existing Proposed rardcover: 0-75 ' /. 7�o 75-250 ' 3b•3� �� 250-500 ' 500-1000 ' Hardcover Variance Required: Yes_ C� NoJ Date of Council Approval: 3-2�-53 Grading: Staff Approval. Date: [� - 3'S 3 By:`����CounciJ. Approval Date: — Septic: Staff Approval Date: N�� By: Zoning Fil.e:� /7�12 Resolution #: 32s3 Resolution Date: �-'Z� -5.3 RF�SARRS (in house) : BIIILDING REVIEW CHECR LIST �- - . IIgC- gg 2-S CONSTRIICTION TYPE:�- � Sq Footage $ Per Sq Ftg Basement /76Y x /Z.iz = Zt yZff lst F�oor ,�e b' x �Z.�9 = � ro� g3 2nd Floor X - Garage � �bfi' x �5•7 3 = i 2.�o fso.o0 x = TOTAL $sti_mated Construction value z $ 1`I`'�.0(���`—' Inspections Required: Work Reqniring Separate Permi.ts: Site � �Plumbing Grading/Filling �Footing �MechanicaJ. Fire Framing Septic Water Connection Insulation a Firep�ace Sewer Connection Wal.� Board (Masonry) _�Lawn Irrigation Final �C (Mfg.) Other Other _�Weil (State Permit) �( _El.ectricaJ. (State Permit) ----------------------------------------------------------------------------- REM�RRS (IN HOIISE) : ------------------------------------------------------------------------------ REVIL�i BY OTHERS: DATE: Access : Existing � New Access Approval: Date BY= ----------------------------------------------------------------------- REbSARRS (TO BE NOTED ON PERMIT) : CITY OF OROi+70 - BUILDING PERMIT APPLICATION Total Fee: $�� �..�/ � �,� Date Received: Date Approved: Entered By: � Permit tt: 7 �- �S � AT•T• INFORMATION MIIST BE SIIBMITTED IN FIILL BEFORE PLAN REVIEW WILI� BE STARTED (See Check-off List Enclosed) -------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) O�_VNER or CONTRACTOR JOB SITE ADDRESS: / ( � �_ �_ �i ,{ "� �� ZIP: (work) NAI� OF OWNER: ��'� A- rt t- � , '�� (° /' f- h �' C 1�'L PHONE: (home) _, '/ 3 } .�' d l MAILING ADDRESS: �• .� �, , �� � �_ l ,� E� I�/.` CITY: � 'i�, �';,�("�- } ZIP: 5.> � S C CONTR�CTOR: � i-. fR� C= 1'ti� PHONE: MAILING ADDRESS: �;i/`/ �' CITY: _ �;/-�,�. ZIP: /�J/L� STATE LICENSE: '� � f�14'4 �-� �' ARCHI TECT�ENGINEER: � � �y j� . ,• a �i��� �- � PHONE: ,'� -- �_ , � � _ MAILING ADDRBSS: ' 3 / , r,_ il,� ,(; CITY: �,;��, /'��Tf,_ / f�f�, ZIP: ^ i��' S NAME: �: . s r. REGISTRATION # TYPE OF WORR: New `�( Addition Accessory Structure biove Demo Remoc��ie�1/Alteration Renovate Land Alteration PROPOSED WORR (describe in detail) :� ; ._. /,�:� � -� 'Li� � , � / fi / /`1;��/, � j? i � /� ! /•! ' i STORIES: SQ. FEET OF EACH FLOOR: NO. OF BSDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRIICTION VALIIATION (ezcluding land) : $ �,� (� / � � i 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. � APPLICANT'S SIGNAZ'QRE: r4. .- f � % . - � �`� t.� � DATE: '� ,r .. 4. � � �r �`'�- ��; _� r �� �"� �;} � � ����{ � � CITY � OR NO � � �� o O � ¢ : , � �. � �� �� ���. .�.���..�.:.�� .�. : . �h�', -� Post Office Box 66•Crystal Bay, Minnesota 55323•Municipal Offices 9 ,,,.,�;�x�� � - 0 *��'�'} On the North Shore of Lake Minnetonka DATA PRIVACY ADVISORY In accordance with M.S. 13.04 , Subd. 2, "Rights of subjects of data", we would Iike 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: 1. The information you furnish wi3.l be used to determine your qualification for the permit or license 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 snared with other local , s�ate or federal agencies to the extent necessary to process the permit or Iicense. 4. If your requested permit or Iicense requires Councii act�or. to approve, some information may become public. 5. You have certain rights under M.S. 13.04 to rev;ew private data on yourself. 6. Your full name is required �o process this application or permit. P '., ,� ii �--1� �i `y� ` ,r� J'� �;� ��' � - - First Middle Last , � , � '� � � 1!, �.._' i�- ���( - Address i r i� j' ` �' � % — � L e;/ �� �' > E, City � / State Zip ;f � �� �. Phone I understand my rights as sta£ed above. � � , e � ._ '. c '� � a-C �-e Signature , BUILDING&ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS —473-7359 ASSESSING - ------ –�-__.______.....____�_____.—__.__ --- --- - _ � �.� g�Gg� pg SIIg,TECTS OF DATA � � Subdivision 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�e� ����' An.individuel asked to - ' supply private or confidentiel data concera a 8mwithin the collect g stat gency, purpose and intended use of the requeste olitical subdivision, or statewide system; (b) whether he ma� refuse or is legally P the requested data; (�) anY �own consequence arising from his required to supply rivate or confidentiel data; and (d) the identity of supplying or refusing to supply P state or federal law to receive the data. This. other persons or entities authorized by p �vesti ative data, requirement shall not apply when an individusl is asked to su ply g pursuant Lo section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue ma lace the notice re uired under this subdivision in the individuel income tax or ro ert tax re und mstructions instead o on those orms. . - �---- - �--� � Ac� to �� � ����L Upon request to e responsible " Subd. 3. authority, an individuel shall be informed whether h�VBLeeor confiden ie,l.e Upon his individuels, and whether it is classified es public, p ublic data on further request, an individuel who is the subject of s�t to�mri�ae if he desires, shall individuals shall be shown the data withou�t atn�y��a. After an individual has been 6 e i n f o r m e d o f t h e content and meaning t� �� n e e d not be disclosed to shown the private data and informed of its u���action pursuant to this section is him for six months thereafter unless a disP � pending or additionel data on the individuel h�ateQor p blic datarupongrequest by responsible authority shall provide copies The res onsible authority may require the the individual subject of the date» P requesting person to pay the actuel costs of making, certifying, and compiling the copies. 1mmediatelY, ii possible, with any request The responsible authority shall comply � of the date of the request, made pursuant to this subdivisi�nd le al tholideys,dif immediate compliance is not excluding Saturdays, SundaYS g possible. If he cannot comply with the request within that time, he shall so in�h the indivi du e l, an d m a y h a v e a r i a d d i t i o n a l five da Y s Within which to comply request, exeluding Satur d ays, S u n d a Y S a nd le gal holidays• Subd. 4. Procedure w hen d a t a i s n e t a c c u r g t e o r c o m plete. An indi�� maY himself. To contest the accuracy or completeness�of public or private � the�respo�n.�ble authority exercise this right, an individuel shall notify in ��ible authority shall within 30 describing the nature of the disagreement. The respo days either: (a) correct the data found to be i�e dataeincludingreec pients namedtby notify past recipients of inaecurate or incomp the individuel; or (b) notify the individuhl that he believes the data to �ement i� Data in dispute shall be d i s c lose d o n l y i f t h e i ndividuel's statement of disagi' • included with the disclosed data. � BPpe�ed pursuant to the ' The determination of the responsible authority may provisions of the administrative procedure act relating to contested cases. , EXTLRIOR ENVELOPE AVERAGE "U" CUMPUf/1T1U�d 1� �' 4��� �� r , -- .� �� . � �.Y t1 Old f l E R: ('�Po,v�E� G- DA T E : 'f�-20 -q� SITE AODRESS: //D LF�/� .1'TRFET PfIONE : �/73 -1'796 � y�.�- yiy� coNTRIICTOR: � Determine workinc� sc�u�irc Fo�t�i��c of eacli 1 . Total exposed wall area. . . . . 34�4 sq. ft. x . �� = 3�5• '7r 2. Total roof/ceiling area. . . . . (��j�0 sq, ft, x .026 = �'j'�� Total exposed wall area above floor= Za� a. Total wall window area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3aj?. 2 b. Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c. Total sliding glass �door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120•O � d. Total fireplace wall area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — e. Total wall framing area (average 10�) . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z,�.p ' f. Total rim joist area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t1.02 net wall area above floor. . ' h. a�all area above floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '�'��,2 � i . wall area above floor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j. frame wall area �t foundation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ,, Total exposed foundation area= ��j 2 � , , � � k, Total 'foundation window area. . . . . . . . . . . . . . . . . . . . . . q i � ' �, . � � � � 1 . Total' net foundation area above grade. . . . . . . . . . . . . �Z7S � , ' �' 1. , , . ' . , , i ' '' ; ', � Determine "u" value of each wall segment � �; � � � : ' ,(e.g, window; door, each separate wall section) ± , ' , . � . . ', : � �. , a, � ��j�7.Z x ����� �32 = ��-�, li i 'f ' . �,�' b. ��•� X ���,� �,31 = 1?.2 � � �. �. I� X �,�„ , 3 2 . = 3 8�_ , . ; d. X �'����� _ e. 'Z�a X ����� ,�oq = �5 . . , , f. �Z X ����� �� _ (�� � �. za?q.Z x ��u�� ,o�- _ �3.2 r,. X „�„ _ � � X nUu , J • X "U" - If item N3 is the same k,_ q X "U" � q'q = 4_�_ as , or less than item N1 , you have met the 1 . l23 X "U" �01 = g.�p i ntent o f SaC 6006 (c)2: 3. . . . . . . . . . . . . . . . .�. . . . . . . , . . . . . . . . .Total �--- _��' � - l �,1:�;�1•i i���. I.i�v�.lul�� l:v�:� .,���. "U" (.:.;u�1,uL�illun Yuye .2 ul' .� �. i � • , � � � � �i I i if I I ��' ' I,i '1'oLal ex �osed roof ceilin area = ( I ; � '� I ; ' �� ` ' ;!I� � � � i � ; !j I / q �J�[ I III� ��; � ; i i� I � �III � � �' I �i; ; Ill. ���Lill S�:y.li.yl�L i.IlCc'1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I � � ' I I ' I IfI�.I ,'I I j i ,�. , ; � , � . t�. 1'ot�il. r��af/cc.i1.in�J f�.�iminy area (ri��cragc 104.) . . . , �' � ' , � �� . o. '1'olal neL in,ulatcci ror>f/ccili.ng r�r�a . . . . . . . . . . . `� .' '�� � j� . ; ' �� I I DeCermine "U" val.ue L-or eac1� roof/ceiliny segnte�it , ! � I � � ❑1. }{ uVu � ; , i I � � �I,! ! ( �j�I 'i�EI �� , J�I;I � Q� n u ! a ' � I , I! i�l�l j .l�'I �I I� IIII�1fyl ��1��1 � I�� i n. I V f� X l l !� �Z._.� _ �j.—1 _ � '•� I , ti;i '�!' I�t'. � �I --f----- i � I . I . 'h I i ,, �I, , �� ,�, . o. . X ������ ___�__ .��___ , . ,, .�,. j . ;,, . , _ . ;, ; � • • • • • • • � • • • • • • • • • • • • • • • • • . • r1V�C�� � ��� � I r .� ( , �II � I� . If t:olal ot• ;14 is tlie s�une as, c�r less 1:han 1�2, you l�ave met tha inl•enL oE S1�C 60Q�> (c) 1. • i , •� Al.r.ernat:c I3ui.ldi>>c� Enve)ope Design f � , ;� � 7b ui:ilize tl�e lotal envelope 'system mc�tl�od, tl�e values esCablisl�ed by tl�e s;un of . ., i t-ems �13 u�id II9 sha 1:l I1GL' t�e <�reater Ll�an tlie sum of, i L-ems I►1 aiid i12. , : ; �: ,. .;�j,,' : , • 1. � ' ��_��__ -1- 2. � ��., ..s'��,� i..,li i.,: , . _ .'_ 3• t I . 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Outside aix filca • . . .�C. �6.: . . • . . . .: . ; • , To tal . •.. :�. .. .. .. ► . ...--- ._...-.--;. r�.. . , . . .. . • _ _. • 3 � • 5 •v 1. Insidc afr �ilrn 0.61 , . � �1t�t:�-°� Z• � ' , ' - . , . � I ��r.,. .., . 3• ' -- ' o���'.Lz%�,'�,-' �a�":•.� . 4. �;•'....,,�=��•r��'' 't� .. ' 5 Out�idc �i.x filin 0. 1"1 . .,,.- � • Total. -./ , . • ,• ' . � . . . . • < � 2 . .� i ' . � . ' • . • ` ,• . . � : • . •_ . .. ��• . . � : ��� . . . . '. � '• ' . • tlotes Use additional sheets i.f more �paco j . • t�v:r-va:r� • . : — • •�. ,, � • . Aeecleel for cletails and calcu�atians. . � . • -r. •' • . . Heat , • • • , • . . • '� • • flov up • � . ' �• , .. . • . . • ' .. ' ••' • . � ' 8z�. �7 � • ' '�' t • ' . . � • • � . OCT-14-'93 THU 12:59 ID:TRUSS MANUFACTURING TEL N0:612-497-4339 #372 P02 ' AIPINE .lob Number 59�8 Page 1 of / ENGINEERED Customer ID a .';� 1 o(nO Date �o a 93 PRODUCTS, INC. • ' Z�o P���� Requested by T�„�,� b, -{�,;;,�,,Q�, Initals �{g St.Chartes,I160174 , (708)584-7735 - �soo��ss�soo� Project Name �os� r,� •• � REPAIR $,t1�r r� B ��z " -- AlJp T�vc.X /��rEs A�s SG�oiw�/, NAILS: 0.131"xZ.375" TRUSS NAIIS OR EQUAL. CIRCLED NUMBERS SHOW NAILS REQUIRED ON NEAR FACE. SAME NU�BER REQUIREO ON FAR FACE. SEE DRAWING 142 FOR TRULQX [NFORMATION. �9-/o•8 T�ss }- -�,�-�-------.._....._�---._..._..--- ... _.. , �-�--�------- � ----._.. __._.__.. . _ ._..._...---�------._._..__.._.__-/>-.1\\�� � g / : �g,� �. �P � _.; \�, �,= i • �� '""� . .. . ... __ . ._.... .... . . . --�- -------...... . . _...._ _._. _ \\ ------ \ c�vv 3x s T�.ox �IA i� e+�TES t-���z° � � 1 F.�GN 51DE ) ---� Ib_o' I� 7o T�uSS_.—� E+�ID �DEs�I tv Io �� At tS-11-4� \ . � •� ..... .,��: ,.� �„�:� :;.�.. ::, .-:��:�.�� r w�.r �w�� �w��IV1�IM :�• .^. • �1� •�I�uH• � I���W�1 lw�Iw��1 V �w.�fl �1 1 � �y(. �M� . , •\'r � •n��l . • •�1���� IMf� . � �1 See a�� f�x e !o �/�3 for loads, lumber, plates. and other data not shown he�e. See drawing#570,135.` 9,� � p .- ; � �/C� �-ec��r ��'� � • REVIEW RLL PRODUCT DETAILS PRIOR TO AND ; DURING INSTALLATION OF TRUSSES. 3 I � ` DO NOT CUT OR ALTER TRUSSES. � � TRUSS MFG. CO. IS NOT RESPONSIBLE FOR ANY JOB SITE ALTERATIONS WITHOUT PRIOR ; APPROVAL BY TRUSS MFG. CO. AND LOCAL s BUILDING OFFICIALS. � � d ' • IF ANY QUESTIONS ARISE, PLEASE CALL � (612) 497-3324. REFER TO JOB KEY NO. �ds� . ,� NOTE � CHECK FOR ,THE FOLLOWING SPECIAL CONDITIONS ; ON THE ENCLOSED DRAWINGS. j ❑ BEARiNG BLOCKS ❑ SPECIAL BEARING REQ. ' ;�INTERIOR BEARING LOCATIONS f�TOP CHORD BEARING �l CONCENTRATED LOAD LOCATIONS ❑ PIGGYBACK DETAIL ' �J HANGER CONNECTIONS ❑ MULTI—MEMBER ; ❑ LATERAL BRACING NAILING SCHEDULE t a ❑ T—BRACING �'CANTILEVER LOCATION � C� SCAB BRACING � [� STRONGBACKS � �� L—BRACE � � LAYOUT � Tauss MANUFACTURING COMPANY 4 P.O.60x te 1 ALBERTVILLE.MN 55301 i � � t �.. � s��t� Page 1 of 1 Invoice . ��X Date ordered: 06/30/93 P.O. number: 48888 Date shipped: �—Z g Q3 Ordered by : Blaine Nelson Job key . 7059 SOLD Scherer Bros. Lumber Co. SHIP Mark Gronberg TO: TO: 110 Leaf St. Quote #: 24341 Orono i-6-0 Depth , O.C. 24" �y LABEL SPAN Description Price Amount 1 A 11-10- 8 END � A1"' 11-10- 8 COMNS _ A2 '� 11-10- 8 GIRDER (4 / 4) (CARRIES FLUSH HEADER AND STONE HEARTH) i � ✓ 4-11- 4 COMNS, TCBR 0-3-0 _ C S- 0- 0 END _ D 4 21-10- S GIRDER (4 / 4) (CARRIES FLUSFT HEADER AND STONE HEAR.TH) 4 D1 L- 21-10- 8 CONINS 3 E ci 23-10- S CONINS, CL 2-0-0++ 1 F '� 21- 9- 4 COMN , 4 G i�- 19- 9- 4 CONIN 1 J 7- 4- 4 END � 1 K 16- 0- 0 END 6 K1 16- 4-12 COMNS 1 L ✓ 31- 9- 0 COMN, IBR 16-3-0 1 L1 f 31- 9- 0 GIRDER (4 / 2) , IBR 16-3-0 (CARRIES FLUSH HDR) 1 M � 24- 0-12 COMN, TCBL 0-3-0, IBR 16-3-0 1 P 14- 0- 0 END 15 R 29-10- 8 COMNS, IBR 15-11-4 1 R1 29-10- 8 END 3 MSH422 ICAN'P-SAG HANGERS 1 Layout & Truss Information Packet No�es; Cant. carries Wall, Roof span & Overhang ++ 2- 0- 0 & 1- 0- 0 ' RLP/TJD/LLK� ��� , - ` O, � � GG �G��� T� �� � �� �P � ��' `� y . ,.... � . � � � � � � (�' � i7 i�� � 'w �.� a.� ww ..... ,..�. �r.- �,�- �� � � - t ' � I .. .. . . . . . . , I � _ _ . . � � - - Ir►terior - Sin�le Span _.M___ S Qoc� Si��a�nan � � � ___....-----------.•-. __... __ C_�.Fl.� u� �_�F.f1.8� • Top Chord to be cut here � - after trusses have beep � erected. . . Edges of webs lin� u� yith ' _ ��'� edges of Int�Fio� Sup�ort � • - : " ( " _mi a . _ � g$p • _ � . ; � _ -- - — �. g of Interlor Support =: � . � Sin�ple Span Simpl_e Spt�n ----�--- -•----�--�------- __ ,..•_ � NOTE: T�is detail to be used in conjuiiction witt� any � � Standard (Simple Span) Floor Truss Design to �ermit 2 or �nore adjacent spa�s to be u11C aS o�e Gontinuous Lruss. c� �, c� c, /� c� c� �, � RI.PTI� EMGIIiEEREQ PROOUGT9�II�'... o ca o o/ ��' o 0 o P.O. BOx 2225 ' o A �9TfUJDRRD� Q � Pa�ww�w a���-oatoA �ost � 0 0 �,� � o � �os-�ai-� `� `�A L P I E� o I PAGE NUMBtR 6 � A o � Q L'� C 7 C=J � �J TRUSS � �J �1/6/sl COPYIiIGil�r �g�� r� � �1 ' �=.3 _ - -'1 A _ M - ' T A ` �� pOT CHORD 4X2 SPF �1/!2 IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MEBS 4X2 SPF Stud MUST BE MARKEO 8Y TFUSS FABRICATOfi. REFER TO ORAWING A150 FOR TYPICAL PLATE LOCATIONS. +� INDICATES NON-STANDARD LENGTH WEB. �t+�LATERAL CHORD BRACING RE�UIREMENTS UNLESS �THERNISE SHOWN+�� Tpp--> RIGID SHEATHING 2x6 STHONGBACKS AT (+ -) 10'0' o.c. i � 6-4-8 ��� 5-6-0 -J' TO CENTER OF 24.0" MAX. OPEN CHASE _ 30.0' TYP. 1.5X3 1 .5X3 - 1 .5X3 3X5 1 .5X3 1 .5X3 3X5 1 .5X3 � � ''.;� 1-6-0 1-6-0 ` ; � � � 3X4 3X4 F'', 3X6 3X6 6, :: 11-10-8 OVER 2 SUPPORTS + ._ A-626# W- 3.50' R-626i N- 3.50" �. i-. - PLT. TYP.—ALPINE SEON-- 414B6 FURNISH A COPY OF THIS OESIGN TO ERECTION-CONTRACTOR REV 15.6.5 SCALE � 0.5000 ��� ALPINE ENGINEEiiEO �onucTs. �Nc. rru�sEs�au��ex,Ae�c� OESIGN CFiIT:TPI—PCT REF � **I MPOR T ANT�����T� RESPONSIBLE FOR ANY AR N I NG �N MANOLING, ERECTION �� DEVIATION FRON iHIS OESIGN OR THESE SPECIFICATIOfS. OR ANY Bt7ACING. SEE HIB-91 BY TPI. SEE THIS OESIGN TC LL ��.Q PSF �ATE 07/23/93 � FAhURE TO BUILD Trf TRUSS IN CWfORMANCE MIin OST88 BY TPI FOfi AOOITIOr+A� SPECIAL PERMANENT BRACING RE ALPINE[OMfCTOPS AFiE NADE OF 20GA GALV. STEF1 NEETING ASiM OUIRENENTS. IR�LE55 OTMERMISE INOICATEO. TOP � TC �L 1 O.O PSF DRWG A4{fi 6A A EXCEPT AS fqTF�. APPLY CONIECTORS TO EAGH FALE OP CMORO SnALL BE LATERALLY BRACED MITM PROOEH F� AL P I N ��5 AND UNlESS OTMEHMISE LOCA7E0 ON THIS OESIGN. PoSITION LV ATTACHEO PLYX000 SNEATHING. BDTTOM LHORO BC OL �+•� PSF MPF-ENG CONECTORS 7ER DRANIN65 l30, 150 C 160A-F. DESIGN SiANDAR05 MITH PROPERLY A7TACNEO RIGID CEIL[NG--SEE TOT.LD. �J5.O PSF 0/A I.EN. 11-1O—B � . LWFORII M/APPLIGBLE PROVISIONS OF NDS 6 TPI. AN ENGIHEEH'S �LPINE 7ECHNICAL UPpATE (7/1/fl1) FOq PROPER � TRUSS SEAL ON THIS ORAMSNG APPLIES TO TNE COMPONENi DEPICTED NERE DNYNALL APPLIGTION. FUFNISM A COPY OF TNIS ouR.Fac. i .00 OEPTH 38. 0 -IN ONLV, ANO SMALL NOT BE RELIEU UPON IN ANY OTnER MAY. OESIGN TO TME TFU55 ERECTiDN CONTRALTOA. T USS Mr G. CO. y--TP( �TRUSS PLATE INS7TTUTE. 1U5 � 1991 NATIONAL OESIGN SPECIFICATION FOR N000 CONSiRUCTiON SPAC I NG �'4.O� TYPE� : �;:' �.-'Z" -. QOT CMORO (214X2 HSR-SPF f450E-1.3C IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS (2�4X2 SPF Stud, EXCEPT AS SHOWN MUST 8E MARKED BY TRUSS FABRICATOR. :W1-4X2 SPF Stud ::W2-(3)4X2 SPF Stud * INOICATES NON-STANDARD LENGTH WEB. REF�R TO DRAMING A150 FOR TYPICAL PLATE LOCATIONS. � +�*LATEAAL CHORD BAACING REOUIREMENTS UNLESS OTHERWISE SHOWN�+� _ **� SPECIAL LOAOING *** ,.'` TOP--> RIGID SHEATHING /--------CONTINUOUS LOAOS--------\/---CONCENTRATEO L6ADS---\ 2x6 STFiOtJGBACKS AT (+ -) 10'0' o.C. --ID- L-PlF R-PLF ENOPOINT --IO- X-LOC MA`� TC 1 100.0 100.0 5.00 TC 1 4.61 990 7C 2 215.0 215.0 11.87 BC ! 10.0 10.0 11.87 � i � � � - ; i �` � 6-9-0 �+� 5-1-5 -' TO CENTER OF t 22.5' MAX. OPEN CHASE �. � 99° 1.5X3 6X6 1 .5X3 '� 2X6 5X10 5X4 2X6 6X10 2X6 ;*� T � � � i-6-0 "' ' i-6-0 J— � � � � 6X18 2X6 6X6 � 5X8 5X8 1i-10-8 OVER 2 SUPPORTS R-1441t W- 3.50' R-1562i� W- 3.50" PLT. TYP.-ALPINE SEON-- 41489 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.5000 •LPINE ENGINEEREO VRODUGTS, INC. TRUSSES NEOUINE E%TAEME CAFE DESIGN CRIT:TPI-PCT REF **I MP 0 A T A N T**S�ULL NOT BE HESVONS1dLE FOR ANV A R N I N G IN HANGLING, ERECTIDN ANO OEVIATION FR�M iM1S OES1Gr+OA TnESE SVECfiICA1I0N5. ON ANV BG1AC[NG. SEE HIB-9f BV TP1. SEE iH15 OESIGN TC LL QO.O PSF DATE 07/23/93 FAILURE TO BUIL❑ inE iRU15 1N CONFONNANC,E MITn OSTBB BV TP1 FOR ADOIiIONAI SPECIAL PERIIANENT BRACING FE A�P1NE LONNECi0R5 ARE MAOE�F 206A GA�V. STEE� MEETING ASTM OUIREMENTS. Ur�LE55 oinERMISE INOICATED. 1oP TC OL 1 O.O PSF DRNG A446 GR A ExCEPT AS HUTEO. APPLY CONNECTORS TO EAC11 FALE OF C110R0 SnALI BE LA�ERALLY BRACED MlTn GROGEp BC OL �+•O PSF MM-ENG ALPIN THU55 AND UNLESS OIr�ENMISt LUC�i[il �i+ I��:S 11LS[GN, G'OSIII(7N LY AIiACMEO PLI�C�D`a�1EAiMING, BOiTOM CNOR� CONIECTOWS PEF ORAMINGS 130. 1�0 C 1f:0A-F. �ESIGN STANDANOS MI7N VROPERLY�ii�CME�A1G1�CEIIING -- SEE TOT.LD. S'rJ.O PSF ��A LEN. 1 S-�O-B CONFONM M/APP�ICABIE GHO/IS'��'� "� � '� �"1 AN ENGINFFR'i A�PIf:E �EC���+lfd, �ru��TE 11/t/91) FOR�OPER o TRUSS SEAI ON TM15 DRAMING AVP�IES 1U ���� .���fiK.1�7�F.PICTEp MEHE UNf�ALL APVLI�AfiU��� F�FiNISN A C0�'Y OF TMIS DUR.FAC. 1 .00 JEPTH �O.O �r� . � ���r . ..n� P �� . . . . , . ..•.. .._,, . ... .._- - �-::.. ,. o:ran�r,;a. j T USS MFG. CO. °--- �� � �'_ �'?��CI��r, SEE ABOvE TYPE � _ B - ., . , - - ; _ : � �pT CHORO 4X2 SPF �!/f2 IT CAt�JOT BE USEO UPSIDE DOWN. TOP OF TRUSS� � IIEBS 4X2 SPF Stud. EXCEPT AS SHOWN MUST 8E MARKED BY TRUSS FABRICATOR. � � :il1-(2)4X2 SPF Stud . �t II�ICATES NON-STANDARO LENGTH MEB. REFER TO ORAWIN6 Ai50 FOR TYPICAL PLATE LOCATIONS. - .� �*I.ATERAL Ct10RD 6RACING REOUIREMENT� UNLESS OTHERNISE SHOwN�� _ ° ":� TOP--> RIGID SHEATHING . �x6 STRON68ACKS AT (+ -1 10'0' o.c. _ � '; _ � 3-0-5 �+� i—l0-15 -� TO CENTER OF - 3� �MAX. OPEN CHASE ;; � i.5X3 3X3 2.5X4 � : 1.5X3 3X3 5X4 . : :� T � '� T, � i-6-0 � i-6-0 � � . � 4X4 l.5X3 � 3X5 i.5X3 ��2'�aX yAQ � v 4-li-4 OVER 2 SUPPOATS R-244i� W- 3.50' F1�244f W- 3.00' PLT. TYP.-ALPINE SEON-- 41487 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.5000 AL7INE ENGiNEEAEO VFOOUCTS, iNC. 1lNISSES REOUTAE ExTREIE CANE OESI6N CRIT:TPI-PCT REF �*IMPORTANT�E�E s�uu�+or BE FESPONSIBLE FOR ANY ARNING �N NANDLING. E�CTION u+o OEVIATION FROM TH35 DESIGN Op TMESE$PECIFICATIONS. OR ANV WACING. SEE HIB-91 BY iPI. SEE TH75 OESIGN TC LL �O.O PSF OATE 07/23/93 F�ItUPE TO BUILD Tr£ iRU55 IN CONFONMNCE MITn OST88 BY TPI FOR AOO1T10NAL SPECIA�PEHMAffNT BRAGIW NE ALPINE CONIECTORS/JiE MAOE OF 24W GALY. STEEL NEETING ASiN OUIREMENTS. U11E55 OTnERMISE INDICA7E0. TaP TC DL 10.O PSF DRM6 M�6 GF A E%CE�T AS MTEO. A�VLY LONMECTORS TD EACN fACE OF pqf�51MLL BE LATEMLLY BMLED 11ITX PiqPEA BC OL �+•O PSF MPF�ENG ALP I N T�55 Ano UNLE55 UTHEPMISE LOCATED ON TMIS OESIGK P052TION lY AT711CNE0 PlYM000 51EATNING. B�T70M CnD�O COr✓#C10R5�EN OpAMIn65 130, 150 C 160A-i. UESIGN STAND�ROS M1iM PROPEALY AT7AGIE0 FIGIO CEILING -- SEE ror.�o. 55.0 PSF 0/A �EN. 4-11-4 TRUSS CW+FDwI M/AaPLICnBI.E PFOVISIONS OF NDS C TVI. AN FnGINEER'S ALPItE TEL7►»CAL UPOATE 17///911 FOq PROOER Q � 'iEA�GN iMlS DRAMING I�PlIES 1� TNE COM�ONENT pEV(CTED MENE (WYNALL�PVLIC�TION. FIFMTSN� -0�'Y� TMIS �JL�R.FAC. 1 .00 DEPTH SO.O � v ar:n `nAt.L NpI HF REl IEO WOM IN�NY OTnEA MlY Of$IGN TO TnE TRU55 ERECTiON CUIIIRACtON. , _:., —r ,..� ___ .. . _ . I. ��..,.•.. I . . . � . ,.... ... .: . .. _ .�� � .:.�:'-�.�t..�' a!'Un rGa �OOD COr,57uUCT]ON ... .._... .______�.__._..._..__.._ _ . .._ �'PAr' N . TYPF � - ��;s : A M M �.� BQT CHORD (214X2 HSR-SPF 2100E-i.BC IT CANNOT 6E USED UPSIOE DOWN. TOP OF TRUSS ��n< MEBS 4X2 SPF Stud, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. :W1-(2I4X2 SPF Stud ::W2-(2)4X2 SPF t1/�2 ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. :W3-(3)4X2 SPF Stud . REFER TO DRAWING A150 FOA TYPICAL PLATE LOCATIONS. ►� INOICATES NON-STANOARO LENGTH NEB. + 2X6 E3 FIEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH - TO EACH TRUSS NITH 3-10d NAILS. STRONGBACK MATERIAL TO *�t* SPECIAL LOADING *** {{ BE SUPPLIED BY ERECTION CONTRACTOR. /--------CONTINUOUS LOADS--------\/---CONCENTRATED LOADS---\ --ID- L-PLF R-PLF EN�POINT --IO- X-LOC MA6 ; � �t�LATERAL CHORD BRACING REOUIREMENTS UNLESS OTHERWISE SHOWN�t� TC 1 100.0 100.0 5.00 TC 1 4.81 990 70P--> RIGID SHEATHING TC 2 215.0 215.0 12.00 `-':� 2x6 STRONGBACKS AT (+ -) 10'0' o.c. TC 3 100.0 100.0 21.87 BC 1 10.0 10.0 21.87 � OTE: TOUCONCENTRATEDMLDAD(S)ASMSHOWNRECT IN HELATI�1 �{ .� 7 j I i' ' , 11-6-0 � �10-4-8 ___, - . i TO CENTER OF � 4.0" M X. OPEN CHASE i� � ' 1 9�° 30.0" TYP. '�, 1.5X3 0 6X4 6X10 1.5X3 � 2X6 6X 8 5X4 ��3}� XS 2X6 2X6 ��3f 2X�12 2X6 1�0 � a 1 � + ! 1 1�0 � 18 �SzS1� 2X6 6X6 5X14 6X10 6X10 6X7 21-10-8 OVER 2 SUPPORTS R-2447f W- 3.50" R-1699t W� 3.50' PLT. TYP.-ALPINE SEON-- 41492 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 A�PINE ENGiNEEAEo aHO�UCTS, Ir+C. �RUSSES uEOUTAE E%TREME CAAE DESIGN CFIT:TPI-PCT REF �t+�I MPO R T A N T**SMALI NOf BE NESP�N518LE FOF ANY A R N I N G 1N MANOLIHL. EAECTION ANO A DEVIATIUN FR(1N iH15[1ESIGN OA TMESE SVECIFICATIOMS. (1R ANY BRALING. SEE NIB-91 f3Y TPI. $EE 7H1S�ESIGN TC LL yO .O PSF DATE 07/23/93 FAI�URE 1�BUIIG I�iE iRUSS IN CGNF�FMANCE MITn OSTBB BY TP1 fOR AD�IiIONAI SPECIAL PERMANENi BRACING FE A�P1r+E CU�x+EC1oN5 ANE MI�OE OF 20GA GALV. SiEEL NEEi1NG ASTM ouIRENEHiS. lHYE55 OinERNISE 1ND1CAiED. TOP TC DL 1O .O PSF ORWG �415 fN � Elf(:EVT AS HOIEO. A7�L(C0101ECTORS 70 EAGn FACE OF LnORO SnAIL BE LATERALIY BRACED M1TH Pf70PER BC OL J•O PSF HP}-ENG ALPIN rNu.S arn(1 uniES� ui.�t��l',E �UC�iEO ON TM15 OESIG+, VUS1ifOn lr ♦iiALrE� PLYM000 Sr1E�TNInG, BO�TUM CMOAO COI++EC10N`� �'!.0 I�uawlu(:; 170. 150 6 16GA-F OESIGN SIANDARL'S wlTH Pu('iuERLY ATTAC„ED RIGI�CEILING -- SEE roT.�o. 55.0 PSF OIA LEN. 21-lO-B f:CtYDNH � :.. ' .., . .'. .�' HS L� .'..' `. ;.' !v !r�1,:'� =.%:'.f `EUn�IC/.L UI'paiE (7/1/91) FOF�ROPER LJ .O�+ TRUSS SEA� ON THIS DA��I�.G AVV IESJTO 7 E CGN��U��ENT DEV7{;iEU E : 'GF�MeLI A[+P�ICAT10��. FI�WISH A COPY OF TMI$ DUR.FAC. 1 .00 DEPTH �U .., . . . � . . .. � : �-„� n:,u<rrnu T USS MFG. C+i. � ,. ,. S�aC ING SEE aBovE r�a:___Y_._ �_ _.__... . . _. _ ._ ;;,;. �_..� , .�.; . QOT CHORD 4X2 NSR-SPF ]650E-1.5C IT CANNOT BE USEO UPSIDE DOWN. TOP OF THUSS MEBS 4X2 SPF Stud MUST 8E MAAKED 8Y TRUSS FABRICATOR. �3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. :Y'- . t 2X6 E3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TD * INDICATES NON-STANOARD LENGTH NEB. 8E SUPPLIED BY ERECTION CONTRACTOR. " **LATERAL CHaRD BRACING RE�UIREMENTS UNLESS OTHERWISE SHOWN** �-`; TOP--> AIGIO SHEATHING '�,� 2x6 S7RONG8ACKS AT (+ -j f0'0' o.c. ; ._. � M j 3 . � �1i-6-0 +�10-4-8 - -' TO CENTEA OF ' 24.�MQX. ` OPEN CHASE �� 1 W-3X5 30.0" TYP. ' '� 1.5X3 3X5 �� 1.5X3 ' 1.5X3 4X10 1.5X3 3X5 1 .5X3 l.5X3 1.5X3 4X10 3 .5X3 + + 1--�6�-0 i-��6-0 4X10 3X4 3X4 4X10 4X8 4X8 W-3X5 W-3X5 21-10-8 OVER 2 SUPPORTS - • R-1�76t W- 3.50' R-if76f W- 3.50' PLT. TYP.-ALPINE SEON-- 41472 FUFNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.2500 AL�INE EMGINEERE� vpODUCTS. INC. TPUSSES AEOUIRE E%TRENE C�AE DESIGN CRIT:TPI-PCT REF *�t I MPO R T A N T**SH�LI NOi BE RESPONSIBLE FOq ANY A R N I N G IN MANDLING, E��ECTION ANO A � OEVIAiION iROM TMIS OEiIGN OH 7HESE SPECIfICATI0N5. OR ANY BRACING. SEE HIB-91 BY TPI. $EE THIS OESIGN TC LL yO r O PSF DATE 07/23/93 FAlIUPE TO BUILD TnE iRU55 IN l.'Or6UHMAf�CE Niin OSTBB BY'TPI FOR ADDITIONA� SPECIA� PERMANENi BRACIt�G PE ' ' ALPINE COfYfCTDPS APE MAOE oF [GGA GALV. S1EE� MEEi1NG ASTN OUIREMENTS. UNLE55 OfnERMISE IHDICATEO, TOP T C DL 1 O.O PSF ORWG AA46 GA A EXCEPT AS NI]TEU. ♦✓�:.V COrvr�Efi()HS i(1 EACn F�CE Oi CnORO SMALI 8E LAiERALLV BRALED MITn PpOPtR OG` O` �.O pSF Mt�F-ENG ALPIN iRU55 AIYI UNLE55 �iHEHMf:t L�U7E[i U�� ir�[S f:E51GN. POSIIfON LY A�i�CME[] v�lMODU ���EAiMING, bOfTOM CnOAU V , CpYIECTOFS VER OAAMINfi$ 130. 1:i0 1: lt.��n � (IFSIGN SI�NOARpS N[Tn VROPEN�V A�iACr�ED N�LID CEILIr1G -- SEE TOT.LD. 5S.O PSF D�A LEN. 21-10-8 (� CONFDAM M/�F{'LICMLE PRpvIS:W.� �� '. . - : >�. fNLIr.kE�:'S .1'.t.ir.c ',_;:i.:.:l4L �.::''..'.'t. I171/J1) fOF PAO�ER oua.Fac. i .00 D�PTH lO.Or TI"SUSS SE�L ON TN[$pWAMi1K. �P�LIES TO 1��E '�.��•�i.4hNi DEPICfE�MEFE DNIMPLL AF�LICATIGN FUNNISH A CO�Y OF THIS . . ;�,� . .. � ;.. (RIJ�iS MFG. CO. ��,�i,.. �.__ __�_ __ _ ., '.:._ _ ..._ . - - - ,.. �`;',,C I 24.0� TYPE —__ -- NG � 3" C ,�N� ��; > 11 � - ' 1 � +M �� 9Y TRUSS MfR_ 807 CHOFO 4X2 NSR-SPF 1650E-f.5C I7 CANNOT 8E USED UPSIDE DOWN. TDP OF TRUSS : ; pEB,S qX2 SPF Stutl, EXCEPT AS SHOWN MUST 8E MARKED BY TRUSS FABRICATOR. -:_ j i :M1—I2)47C2 SPF Stud : ALL NAILS SPECIFIED ARE COHMON WIRE NAILS. y'a ` REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. � INDICATES NON-STANOAfID LENGTH WEB. ` i i � 2X6 !3 HEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH * �J TO EACH Tf1USS MITH 3-10d NAILS. STFONGBACK MATERIAL TO �:�1 BE SUPPLIEO BY ERECTION CONTRACTOR. THIS TRUSS SPACED AT 24' O.C. IS DESIGNED TO SUPPOAT THE p � CONCENTFATED LOAOS LISTEO BELOW. WALL HT.BFT @ 9PSF. �E+tLATERAL CHaR� BRACING RE�UIREMENTS UNLESS OTHERWISE SHOWN�* O CONC.L�OAOS: 414ELBS,PROOFDSPAN22POFO,oOVHFiCO1QiFT � Tpp--> RIGID SHEATHING 2x6 STRONGBACKS AT (+ -) 10'0' o.c. Y: : F t�i 1: J � d� '�� Y��a.. :-! V "e� O � �� �13-6-0 �{�10-4-8 -�' TO CENTER OF ,-� 24., 0' MPX. OPEN CHASE ` rr—�+ 1.5X3 30.0" TYP. W-3X4 1.5X3 1.5X3 �1 1.5X3 3X4 2X4 4X10 1.5X3 3X5 1.5X3 3X5 1.5X3 4X10 1.5X3 � � N� + + 1�� - 1–�6_--0 � 4X12 3X4 3X3 QX10 4X14 - 4X8 1 k�-0 W.3X5 W-3X5 23-10-8 OVER 2 SUPPORTS R-iB67� W- 3.50` R-1134f W- 3.5a' PLT. TYP.�LPINE SEON-- 41475 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.2500 wvir��ueeaeo PRUWCTS. INC. THUSSES REOUTAE EXTFEME CAHE DESIGN CRIT:TPI-PCT REF - **IMPORTANT�*�.��T aE ����a�FOA�� ARNING IN HANOLING. ERECTION ANO OEVIAiION FROM TNIS OESIGN W iHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS OESIGN TC L� QO.O PSF DATE 07/23/93 FAILURE TO 8UIL0 Te£ TRU55 IN CONFOWUNCE MI7M OSTBB BY TPI FOR ADUITIWJAL SPECIAL PERNAHENT BPACING PE � ALPItE COtNECTORS ARE MADE OF 20GA GALV. STEEL NEETING ASTN WIHENENTS. UNLE55 OTnERMISE IImICATEO. TOP TC OL �O.O PSF oawc A1�6 6R A E1(LEPi AS NOTEO. �PPLY CONNEC70R5 TO EAGM FALE OF GfOHO SeMLL 6E LATERALLY BRALEO MI7N PaOPER BC D` 5.O PSF MI�ENG AL P I N TRU55 AND UNLESS OT�Ef7MI5E LOCA7E0 ON TM15 DESIGrL POSITION LY ATTACNEO PLYMODO SHEATHING, BOiTOM LHOHO COMEC70R5 PER ORAMINGS 130, I50 C 160A-F. OESIGN S7ANOAii05 MITH GROPERLY ATTACMED FIGIO CEILIN6--SEE roT.�o. 55.0 PSF 0/A LEN. 23-10-8 COfFOqI M/APPLICABIE PqDVI51p5 OF NOS 6 TPI. AN ENGINEER'S ALPINE TEGINILAL UPOATE (7/1/91) FOR PROPER .1 O z TRUSS SEAL ON THIS DRAMI�IG Aav�IES 70 iHE COMPWENT pEPtCTED IERE MYNALL APPLICATIDN. fUiwISN A COPY OF 7MI5 OUR.FAC. 1 .OO OEPTH 1 O.O r t IN ONLY, ANO SnAll NOT 8E FELIED WON IN ANY UTnER MAY. OESIGN TO T1f TFUSS ERECTI�N C�NTRACTOR. � T USS MFG. CO. �--TGI � TRU55 PLATE INSTITUTE. NOS - 1991 NATIONAL�ESIGN SPECIFILATION FOR M000 CONSTRUCTION SP AC I NG SE E A80 VE TYPE � , , � _ BOT CHORD 4X2 MSR-SPF 1650E-f.5C IT CANNOT BE USE� UPSIDE OOWN. TOP OF TRUSS WEBS 4X2 SPF Stud, EXCEPT AS SHOWN MUST BE MAFiKED BY TFUSS FABRICATOR. I :MS-I2)4X2 SPF Stud : ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. i � F�FER TU ORAYiINf A150 FOR TYPICAL PLATE LOCATIONS. � INDICI�TES NON-STANOARD LENGTH NEB. � + 2X6 �3 HEN-FIR OH BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS NITH 3-SOd NAILS. STRONGBACK MATERIAL TO , 8E SUPPLIEO BY ERECTION CONTRACTOR. � MxLATERAL CHORO BRACING REOUIRENENTS UNLESS OTHERWISE SHOWN*�t i TOP--> RIGID SHEATHING 2x6 STRONGBACKS AT (+ -) 10'0' O.C. 11-6-0 10-3-4 TO CENTER OF ; 4.2 0' MAX. : OPEN CHASE �---�I W-3X5 3Q.0' TYP. � 1.5X3 3X5 �� 1.5X3 4X10 1.5X3 3X5 1 .5X3 1.5X3 1.5X3 4X10 2X4 �O wi i�p . � 4X10 3X4 3X3 4X]0 4X8 4X8 . W-3X5 W-3X5 21-9-4 OVER 2 SUPPORTS - R-1170f W- 3.50' R-1170i� W- 3.50' PLT. TYP.-ALPINE SEON-- 41473 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE � 0.2500 ALPIr+E ENGINEEWE❑ PPODUCiS. INC. TRUSSES RE�UTAE EXTAEME CARE DESIGN CRIT:TPI-PCT REF �t*I MP 0 R T A N T**SMALL NOT BE NlSPONS18lE IOH ANY W A R N I N G IN MAN�LING. ENEGTION AtJO T(� �] pEV1AlI0N FROM TMIS OESIGN OA T��E`.;E >NFCI�IC�il(illS. (lA ANY BAACING. SEE MIB-91 BY TP7. SEE THIS OESIGN 1l. LL �O .O PSF OATE 0/ 23/93 FAfIURE TO BUIID TnE iPU55 IN lONF01iMANl;E Mlin GSINn bi 1Nt FON ADOIilONAL SPELIAL fERMRr+EN( tiHACING RE 1O•O PSF ORM6 ALPINE CONIECi0R5 ARE MAOE UF :OGA GA�r. ';IEEL MEEIING ASiN OUIHENENIS. UN�E55 OTnERM]SE INDICA�E�. i0P T C DL A<46 fA A El(CEPT AS NOIEO. ��'NlY C(11i��E��0�+5 �1)FALn F<f.E OF CnUAO SnALL BE L>TEQALL� BR�CED NITH VRU�EH e�` DL �+•0 PSF Mt�EN6 ALPIN TRUSS�lWLE55 �7NERMISE LOCAlEf1 lill Inl�UL11Lt1, P(1`�lfl(1N Lt AIIACMEO PLYX000 SMLAIMING, UUII�M Cf1�H[7 L01r�FCTONS PEA ORAMINGS 130. 1riD C 1ti0A-F OFSIr;��y1�r1f�pU0S •1TH PROPERLY AiiAChEO A[GID CEILIMG -- SEE TOT.LD. �J�J.O PSF ��A �EN. 21-9-4 COWORM N/AGPIICA�LE PqUV1S10N5 Lt i �..: ...-. :, c..�:'� 'EC���+1G.t ��J��� !/ '��!!i FOR PROPEW •O� TRUSS SEAL OM THI$ OAANiNG APPLIfS �0 1vF .�PO��FN' 1 f�"���'� HfuE �A���LL APPLICAIION FVNNISH A�.�VY Of TMIS DUR.FAC. 1 .00 DEPTH S� Y Ih :in�f ♦r�0 Sr � . . . . .� �. �rJ �` �i�' 'Ji^ `'�.�J�S �+FG. C0. , •�: - ���� ,:-�---. _ _ _ __.: : , _`--- ._.___—�_—.___L—=---- __.. � _ —-- ----- ,.�' TYPE �� , : 1 � :� . _ _ . ! IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS gpj CHORp 4X2 MSR-SPF 14,50E-1.3C MUST 8E MARKEO BY TAUSS FABRICATOR. YIEB$ 4X2 SPF Stud, EXCEPT AS SHOWN :M1-I214X2 SPF Stutl . ALL NAILS SPECIFIEO ARE COMHON WIRE NAILS. {�FER TO ORAWING A150 FOR TYPICAL PLATE LOCATIONS. � INDICATES NON-STANOARO LENGTH WEB. _ � i 2X6 13 HEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS MITH _3-SOd NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. �e*LATERAL CHORD BRACING REOUIRENENTS UNLESS OTHERhIISE SHOWN�* TOP--> RIGID SHEATHING 2x6 STF�OWfBACKS AT (+ -) 10'0' o.C. ( - � - 1 - 9-6-0 10-3-4 TO CENTER OF ^ 4.0" M X. OPEN CHASE .. i " 30.0" TYP, � W-3X4 �.�-y 1.5X3 1 .5X3 3X4 I I 1.5X3 4X10 1 .5X3 4X4 1.5X3 1.5X3 4X8 2X4 � + M1 1�O j 1�� 1.5X3 4X10 4X4 3X3 4X10 4X8 4X7 , W�3X5 19-9-4 OVER 2 SUPPORTS � R-f060� W- 3.50' R-1060! W� 3.50' PLT. TYP.-A�PINE SE�N-- 41474 FURNISH A COPY OF THIS DESIGN TO EAECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 �L�Ii+E ENGINEEPEO �A�OULiS. INC. iRUSSES AEUUTAE E%TREME CAAE DESIGN CRI7:TPI-PCT REF **I MP 0 R T A N T�t*SHALL NOT BE RESPONSIBLE FOR ANY AR N I NG IN MANOLING. E��[CTICN Ar�O DEVIATION FRON TMIS DESlGN DA TMESE SPECIFICATIONS. ON AN� BRACING. $EE HIB-97 BV 7PI SEL i�115 OES1fiN T C LL Q O .O PSF DAT E 0 7/2 3 9 FAILURE TO BUILD TME TRU55 IH CONFORNANCE MITH OSTBB BV TPI FOR Al10I710N�L SPELIAL PEFM4t1[!r! H11ACIt+..I�t TC DL �O .O PSF DRFI6 ALPIhE COHNECTOFS ARE NADE OF 20GA GALV. STEEL MEEiING ASTN oUIRENENTS. UNLE55 OTnERM15E INOICAiEO. lOP A446 GR A ExCEPT AS NOiEO. APPL�LONNECTORS TO EACM FACE OF LnOHO SnAL� BE LA�EHA�LY BRACE!) M:Tri PRO✓tW BC DL �•O PSF MPF-E NG ALP I N i�1155 ANO UNlE55 OThEPMISE IDCATEO ON TMIS OES[GN. POSI I ION LY ATTACMEO�LYMOUO SME�in1hG. lfU�I M(NIi�+U Tor.�o. 55.0 PSF ��A �EN. 19-9-4 CONNECTORS VEG OAAMIr+GS 130. 150 C 160A-G. OESIGN 57AND�ROS MI1N PpOPEQLY ATTAC��pIGID CEILir�(, SEE /� [� [pNF(�1M M/AGPlIG6LE PAUVISIGNS OF NOS L ��1. �N ENG111EtR'S .��✓II1t 1EGN��(C�l UVOAIE 17/7/911 �(1�� '� ��"�'� OUR.FAC. 1 .00 DEPTH ��+•O � T"11 IlS '-"'�'. '+N iH75 %��M:�•� �''N��FS TO TNF COMopr�HT DEP[C7ED�QE DAYMALL ��I.ICATION. FU�115M A COD� OF 7nlS ^ _ �' � .. � w�Y �F`.::'� i� t..� �..:1'.�. .._._��.�.��.�.�_. . ., _. '�� . .�.� - ' .- ����� — v-.._._- _. ."_"___��..�.�.__.�..T . '�� .. • .. - . i::....: .. .. ... . -...� ...i.,�.r:_ ;�5["..��;JF(:IF�(:P!IG' ..__._ .�.�'_"._'_...�.__....-__..- . . .. . ._ ....___. . . i.,r. � ......_.� ... . -.J�._ - ...1�. . - .. ... . .., _ - �.. __"'." " � K -� �� � K -4- MP R r E �;�, „ ��,� �- M�� �-r �p„ , � �,.,TEO @Y TRUS� ►iFR ��� IT CANNOT 8E USED UPSIOE DOWN. TOP OF TRUSS � 80T CHORD 4X2 MSR-SPF 1450E-1.3C MUST 8E MARKED BY TRUSS FABRICATOR. � � MEBS 4X2 SPF Stud. EXCEPT AS SHOWN � � Stud �� i ; M1-(2)4X2 SPF ' � INDICATES NON-STANOARD LENGTH NEB. +: pEFER TO DRAWIN6 A150 FOR TYPICAL PLATE LOCATIONS. �*LATEAAL CHORD BAACING REOUIREMENTS UNLESS OTHERWISE SHOWN** ; � TOP--> RIGIO SHEATHING c 2x6 STFONGBACKS AT (+ -) SO'0' o.c. & � €;_ r �' ,�;� �'-; `c.` ' t ti ri'> i=' _ 10-0-0 6-4-12 TO CENTER OF '' 24.0" MA . OPEN CHASE ` �,: - 30.0' TYP. W-3X4 �` 1 .5X3 1 .5X3 1� 2X4 3X8 1 .5X3 3X3 1 .5X3 3X8 1.5X3 � � � i-6-0 "' � i-6-0_ _l._ � 3X8 3X3 3X6 3X7 3X7 W-3X4 16-4-12 OVER 2 SUPPORTS- R-874f W- 3.5U' H-874f W- 3.50' PLT. TYP.—ALPINE SEON---41470 FURNISH A COPY OF THIS OESIGN TO EAECTION CONTRACTOR REV 15.6.5 SCALE � 0.3750 AIPINE ENGINEEREO �+onucTs. INC. TRUSSES PEQUTAE El(TREME LAFE OESIGN CFIIT:TPI—PCT REF **IMPORTANT**����T 0E ����a�E FOR�Y ARNING IN MANDLING. EREC7IDN ANO OEVIATION FPOM TMIS OESIGN M TMESE SPECIFICATIONS. OR ANY iRACING. SEE HIB-91 BY iPl. SEE TMIS DESIGN � TC �.L 4 Q.� PSF OA TE 0 7 2 3 f 9 3 - FAILWE TO BUILD T�f TRU55 IN CONFORMIwCE NITn OSTBB BY TPI FOR AOOITIONAL SPECIAL PERMANENT BRACING RE A�PINE CONNECTORS ARE MAOE OF 20GA 6ALV. STEEL NEEiING ASTN OUIRENENTS. UNLE55 OTnERMISE INDICATED, TOP TC DL 1 O.O PSF ORWG A4�6 GR A EXGEPT AS NOTED. APPLY GONIECTORS TO EACn FALE OF G10RD SMALL BE LATERALLV BRACED MITn PROPEA pC OL �+•O PSF MN—ENG TRU55 ANO UNLESS OTMERNISE LOCATEO ON TY1I5 OESIGN. POSITION LY ATTACHEO PLYXOUO SHEATHING, BOTTOM CHORO ALPIN COfMECTORS PER ORAMINGS 130, 150 C 160A-F. OESIGN$TAIY7AR05 MITH PROPENLY ATTACHEO f7IG10 CEILIN6--SEE TOT.LD. 55.O PSF O�A LEN. 16-4—12 CONFDRM N/APPLICABLE PROVISIONS OF NDS C 7?I. AN ENGINEER'S ALPINE TEpNICAL UPOATE 17/1/fl1) FOR PROPEH TRUSS SEAL ON iMIS DN�XING APPLIES TO THE COMPONENT DEPICTED MERE DRYNALL APPLICATION. FURNISM A COPY OF THIS DUR.FAC. � .OO DEPTH �B.O r IN OnLV, ANO SnALL HOT BE HELIEO UPON IN ANY OTnER MAV. OESIGN TO TnE TPU55 ERELTION CONTRACTON. T USS MFG. CO. N--TpI -TRU55 PLATE INSiITUTE, NOS` 1991 NATIONAL OESIGN SPfCIFICATION FOR N000 LONSTAUCTION SPAC I NG �4.O� TYPE L M THIS QWG 'REPAREQ FAQM C4MP��TER INPUT (LOQL`� � QZM� N�1QN�1 `L�i'�''..j.�,Q„�1X, 1 uSs M R_ _. . - _ �nia �nva.� .-n)..�iT nv� :�:�[°���i� n��� l�h�. 1, gpT �w BS 4X2 HSR-SPf 1650E-1.5C IT CANNOT BE USEO UPSIDE DOWN. TOP OF TRUSS � ' 4X2 SPF Stud MUST BE MARKED BY TRUSS fABRICATOR. pEfER TO DHAWING A150 FOA TYPICAL PLATE LOCATIONS. LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTERIOR � BEARING AS SHaWN TO ALLOW AN OPEN GAP. 70P CHORO OVER SHIN ALL SUPPORTS TO SOLIO BEARING. THE INTERIOFi BEARING MUSI��CUT AFTER TRUSS ERECTION. �*LATERARIGIORSHEATHING RE�UIREMENTS UNLESS OTHERWISE SHOWN*� * jNDICATES NON-STANDAFiD LENGTH WEB. �,,: TOP-- 2x6 STRONGBACKS AT (+ -1 10'0' o.t. �i� �:�' ��� :}� ,,,'S •ti� � 26-5-0 5-4-0 ,. �` - � — TO CENTER OF _�:� 2 .9��' ■iMAX. 2 .q-0'�MAX. OPEN CHASE •,� ~ ,, ,�'� W�3X4 W=3X4 30.0" TYP. � 1.5X3 1.5X3 1.5X3 1 . X3 1 .5X3 4X7 1.5X3 1.5X4 3X8 1.5X3 3X3 1.5X3 3X8 i . X3 3X6 3X3 1.5X3 1.5X4 i-6-0� �l-6—a 3X3 3X8 6 3X8 3X3 4X4 3X7 3X7 3X6 3X6 w-3x4 �—�—+H-3iE�----15-6-0 31-9-0 OVER;_,�i SUPPORTS R-874M W- 3.50' R-1730* W- 3.50" A-833f W- 3.50' PLT. TYP.-ALPI1� SEON-- 41485 FUFiNISH A COPY DF THIS DESIGN TO EFIECTION CONTRACTOR REV 15.6.5 SCALE � 0. 1875 /,�PINE ENGINEEPEO PNOIXILTS. INC. THUSSES HEOUIRE EK7RFJIE LME OESIGN CRIT:TPI-PCT REF *�I MPOA T A NT*�SHALL fqi BE HESPONSIBIE FOR ANY AR N I NG SN HAN�LING. ERECTION AN� �] � DEYI�TION FROM TMIS OESIGN 0�7 T11ESE SPECIFICATIONS. ON MlY WACING. SEE HIB-91 BY TPI. SEE TNIS OESIGN TC LL �O.O PSF OATE 0�=� 93 FAiIURE TO BUILO Trf TRU55 IN CONFOHMANCE MITM OSTBB BY TPI FOR ADO1T30NAL SPECIAL PERNANENT BRACING RE - AIPINE CONHECTORS ARE MAOE OF 20GA GALV. SiEEI MEETING ASTM OUIRENENTS. UNLE55 OTnERMISE 11OICATEO. T�P TC OL 1 O.O PSF DRW6 M46 GR A EKLEPT AS NOTEO. AP7LY CAHNECTORS T�EALH FALE OF GIORO SMALL BE LATEFALLY BRACED MITn PFOPER BC OL �+•O PSF MN-ENG ' iRU55 Aftl WLE55 OTMERMISE IOCATEO ON THIS OESIGPL POSITION LY ATTALHEO PLYNODO SMEATHING. BOTTOM C110��0 �� * ALPIN CONiECTURS PER OFAMINGS 130, f50 C 160A-f. OESIGN STANDAROS M1TM PROPEpI.Y ATTACNEU HIGIO CEILIN6--SEE roT.�o. 55.0 PSF ��{� �EN. 31-9-0 TRUSS ���M/APPLICABLE PHO�ISIONS DF HDS 6 TPI. AN ENGINEER'S ALPINE TECMNICAL UPOATE (7/1/91) FUR PqOPER DUR.FAC. 1 .O O DE P TH �8.O, # SEAL ON THIS DRAMING APPLIES TO Tf1E COMFONENT DEPICTED HERE DAYXALL APPLICATION. FUFNISH A COPY OF TMIS iN ONLY, ANO SnA�L NOT BE PELIEO UPON IN fNY 0T1£R NAY. OESIGN TO TnE TFU55 ERELTION CONTRALTOR. � SPAC I NG 24.O� TYPE � _ T USS MFG. CO. ,__TPI -Tp�ss PLATE INSTIIUTE. NOS� 799f NATIONAL DESIGN SPECIFICATION FOR N00�CONSTRUCTION ;. _ - R A MP i r � ��,� >>M r�� � � �,� . .; ', �i_ � - - `5�u�h,1. 4X2 NSF-SPF 2100E-1.8C IT CANNOT BE USED UPSIOE DOWN. TOP OF TRUSS 80T CHORD 4x2 SPF Stud, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. wEBs � � ;pl-(qJ4X2 SPF Stud . LOCATE VERTICALS FLUSH WITH THE EDGES OF THE INTEAIOR • BEARING AS SHOWN TO AL�OW AN OPEN GAP. TOP CHORO OVER � ' REFEH TO DRANING A150 FOR TYPICAL PLATE LOCATIONS. THE INTERIOR BEARING MUST 8E CUT AFTER TRUSS ERECTION. � : SHIN ALL SUPPORTS TO SOLID BEARING. "' �e jNDICATES NON-STANDARD LENGTH WEB. �. �+�* SPECIAL LOADING +�+�* /--------CONTINUOUS LOADS--------\/---CONCENTRATEO LOADS---\ � � r*LATERAL CHOFD BAACING REOUIREMENTS UNLESS OTHERWISE SHOWN+�* TCIDS 100�.0 100L0 EN3P075T TCI� 1 23L94 550 � � Tpp--> pIGID SHEATHING g� � 10.0 10.0 31.75 2x6 STRONGBACKS AT (+ -) SO'0' o.[. NOTE: TRUSS IS NOT SYMMETRICAL, MUST ERECT IN RELATION TO CONCENTAATEO LOAD lSJ AS SHOWN. 4': � g',t ,,;� , ��� .: r � � � j 5-4-� +► r` �; ; - 26-5-0 � TO CENTER OF �'`; 2 .9-0��;MAX. 2 .g-�` -;MAX. OPEN CHASE ; F + � •.� 30.0" TYP. "� - 1.5X3 5X4 b 2X6 � 5X10 � 6X10 1.5X3 � *b �;3► 4l=3xb �l:3xb SS� 2X6 5X7 2X6 2X6 �`32X6 5X7 2X6 5X10 2X6_ � 2X6 2X6 2X6 1-6-0 1 1-6-0 � 5X4 5X8 6 Nszs'z-5X10 5X4 5X6 5X7 _ 5X8 5X5 5X5 5X4 w-Hs25i2 15-6-0 �� 31-9-0 OVER 3 SUPPORTS R-874� W- 3.50' R-2005i� W- 3.50" R-1108f W- 3.50' PLT. TYP.-ALPINE SEON-- 4t4B4 FUFiNISH A COPY OF THIS DESIGN TO ERECTION CONTAACTOR REV 15.6.5 SCALE � 0.1875 ALPINE ENGINEEREO PHOOULTS, INC. TNUSSES PEOUlFE EXTHEME LARE DESIGN CRIT:TPI-PCT AEF **IMPORTANl'�*����T����=�E FOR�� ARNING �N NANaING. ERECTION �� OEVIATION FPOM THIS OESIGN OR TMESE SPECIFICATIpS. OH ANY �FACING. SEE NIB-9f BY tPI. SEE THIS OESIGN � TC LL ��.0 PSF DATE 07/23/93 FAILURE TO BUILO T� iRU55 IN CW/FOHNANCE MlTn OSTBB BY TPI FOR AD�ITIONAL SPECIAL PERNANENi BFAClNG RE A�PINE[O�+/ECTORS ARE MAOE Of 2�W GAIY. STEE�MEETING ASTN OUIREMENTS. Ura.E55 OinERMISE INDICATED. TOP TC OL 1 O.O PSF ORWG Aa46 GR A EXCEPT AS NOTEO. APPLY LOW1EC70R5 70 EAC11 FALE OF LNONO SrfAIL BE LATERALLY BfUCFL NITM PROPER BC DL � 5.O PSF MN-ENG ` ALPIN 7R1755 AND WLE55 OTHEPMISE LOCATEO ON THIS OESIGt1 POSITION LY ATTALMEO PLYM000 511EATHING, BOTTOM C1qp0 �� g. COtYIECTORS PER ORAMINGS 130, 150 C 160A-f. OESIGN STANDARDS MITH PROPEHLY AiTACHE�FIGIO CEILIN6--S�E TOT.LD. 'rJ�J.O PSF ��{� �EN. 3l-9-0 ¥ CONFONM X/APPLICABLE PFOVI5ION5 OF ND3 6 iPl. AN ENGINEER'S ALPINE TECMNICAL UPOATE (7/1/911 FOH PHpi'ER QUR.FAC. � .OO DEPTH SS.O■ � TRUSS SEAL ON THIS D�UMING APPLIES TO T11E COMPONEN7 DEPICTED HERE ORYMALL APPLICATION. FURNiSM A COPY OF THIS IN ONLY, AHO SMAII NOT 8E RELTED UPON IN ANY OTnEH MAY. OESIGN TO TME TRU55 EAELTION CONTRALTOR. SPAC I NG 2 4.O' T YPE T USS MFG. CO. ,__T,t •TRU55 PLATE INSTITUTE. NOS• 1991 NATIONAL OESIGN SPELIfICATION FOF M000 CONSTRULSION � i DATE TIME CITY OF ORONO CALLED IN a3-9�3 INSPECTION NOTICE SCHEDULED -� 1 % °� PERMIT NO. ��� COMPLETED ADDRESS � ' OWNER N CONTR. J��m ,�.C�/� TELEPHON E NO. --��7�r S?�� S�73- y/y� � DESCRIPTION � 01 FOOTW 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS � 04 WALL BD. 12 WATER HOOK•UP 34 TREE REMOVAL Z Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT Q = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP � 10 PLUMBiNG FINAL 23 SEPTIC FINAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � W a � J O � � O � W � Q — � Z W � W � j d WORK SATISFACTORY:PflOCEED ❑ PROJECT COMPLETE W � C7 CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContracto n s�te: Inspector. �1 White Copy/lnspector's Fi e Canary Copy/Site Notice �DAT, E TIME CITY OF ORONO CALLED IN L� INSPECTION NOTICE SCHEDULEO �3 / / :3b PERMIT NO. .���� COMPLETED ADDRESS ' OWNER CONTR. TELEPHONE NO. �7`D � .�O.�3 � DESCRIPTION — � 01 FOOTING` 11 MECHANICAL RI 16 WELL TEST P Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENNETLANDS 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 `� 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 MEEf YOU:_YES_NO c�,, COMMENTS: � W a j �_ O � � O � W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY � BEFOREC01/ERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETWRN ❑STOP ORDER POSTED.CAL;L INSPECTOR C CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne inspection 24 hours in advance.473-7357 OwnerlContra n e: Inspector. � White CopyAnsppcto�'s Flle Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTIAN NOTICE � SCHEDULED r (� �I2-� 3 �:c:�� PERMIT NO. ���� COMPLETED �_ � ADDRESS � � U L- ��� S � OWNER C�������� CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVICzRADINGIFILLING � �INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS � Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE AEMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 UEMO—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:�CYES_NO � COMMENTS: A-tn.� ���SC�S S 1= r(1-Z.�-S s�' F(��� �� a �� ��`���.4-�' < .i-r,��� � ` J O > � O � W � Q � Z W � W � � d � ORK SATISFACTORY:PROCEED C PROJECT COMPLETE W ❑CORRECT WORK&PROCEED �:; ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALL FOR RE�N�PECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlCont r n ite: Inspector. White Copyllnspector's 'le Canary CopylSite Notice D TE TIME CITY OF ORONO CALLED W � � � y-� INSPECTIAN NOTICE f SCHEDULED /C� ��5'� .� ' 3�' PERMIT NO. _�/� COMPLETED (� (f ADDRESS__ �/t� � � , OWNER.� CONTR._���� TELEPHONE NO. '��3� � 1 i� � DESCRIPTION���� � � � 01 FOC O IN, 11 MECHANICAL RI 16 WELL TEST PUMP Q 2 FRAMIN� 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24I25 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 06 PROGRESS J 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT i 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � -�- � s� � 1 ��.f * — '' � ��d o -- S c,� S �a � s -� Si o h � � S t � -- t�✓`� P ° GLl!- a t�`• W . � � � �� P.f� R,� �G'CY�I✓L lv` OnC- �U�SP,-S Q � � �� s,S z — ��� s � W � � d W� ❑WORKSATISFACTORY:PROCEED u PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � �,CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. _- pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContr n site: Inspector. White Copyllnspect 's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALIED IN G��� � INSPECTION NOTICE SCHEDULED �/� � PERMIT NO. co�LETED . ADDRESS J t OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELlTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q�NAL 13 METER SET(TURN ON 17 SITE INSPECTION � 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a � J O a � O � W � Q � Z W � W � � d �WORK SATISFACTOHY:PROCEED PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK CALL FOH REINSPECTION' TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHO�EN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTiON REQUIRED.CALL TO ARRANGE ACCESS. 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Ir.on i7��r_ker tiles of Registrar of Tit]_�s , Countv of_ - -94-- : Existi_nq cont�ur Fic�rinen�_n . -�,— . Proposed contou.r - (9¢.2) . Lxlsti�i,� �le-varion 9 .s . Pror>c.sec� el����ltzc�n D�tui[t:- I;.sat!�`eci 9-i1-88 I hereby certiEy that this sur��ey was prepared b� mr or under my direct super- �ATE s-•-�z, ' � 1 � ' 1 � ' �ision, and that I am a dul re istered Civil En �tleer and Land Surveyor under r-z'-'z is-��-�r Y g g �-�-y3, y-�r-9s ;i� he State of Minnesota. scA�E �"_ ?��"�9'93 ` � �� )oa n�o. 88-/i9 s ta License N�2755 92- .� ' Mark S. Gronberg Minne o s ¢ •��---�-�-- 92-S.�¢