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1992-004663 - new residence
PERMIT � ' CITY OF ORONO � PERMIT TYPE: 1335 Brown Rd. South • P.O. Box 66 Permit Number: �����E>����� Crystal Bay, Minnesota 55323 Date Issued: C7`�/:�'�l_=�� (612) 473-7357 SITE ADDRESS: ;=Cii iQ '._;l l�j���i ii I['} {��; �`-=� �'. � . �. � ���—�. �.;:—i i—'.::�.—(){3(]1..{,. DESCRIPTION: lrIE4? �;���:t�?��t�:� E�uil��in�� �-'�=,�,r��it. TY��� `=;��4._ FF�ttILY—IVEW E��ai l��in� �f_��-��:: Ty��� F;�:'=�IT�fE�#C�E tJBC: �JccuF>�fi�c x � _ �—:_ C:t�i�st•t'�ac t-�_�+:i TY��r� �'+�f ��_�;�i��� �—l A �:. .�_ f�4p� < � y��� $� �� �� � :��'M S�� : ']FF� `��� 4 k W q✓ *�k �- � f. ,����, � _ �.�� ,,v. �a �� {� j} �,/�}��} �'4 ���_ ��g.�'.m s'Y� , � ��_ ���� �ilA«�:� ����i �/� �11Wf►J � �N � $: � �� �����; , � a� �s� � �k�� � ��y �. �"�j'V�k��F GfFI�F «h�, � �,''�+"'diy ��r7 �y � ✓a a 'xA'4 a rr �'.��.a, 3JL�1Yif� � �r�Fx�� �ry,�ti„��� �u��� �� ,_ � .�` � � ` J� GEN t6��.�t q* u r ,� '"�'��'�" ��, ... � ` � +� ��,�� r f � �'" ;� �� �'�� „xr' �.'�.``i���1�}��¢ � �l�l�%� ��pr ��� ,r�� �'` �� :� ,,,w;"r^`,�� 'Sq C 7!► 6G a ��Nh9 y��ws � �'�f e }�7• � �/i �7i�� ��V 7a 170 " 1?S�ir ��'��,�;n� . -�.. �__�..� �tct�:J�}��� �i �t �EN 3�8.�0 i�:,z1�L� � MiiM REMARKS: ;;; vfr� ?Uf�.�� t�H�' �4� ;L 5333.3� '=�EFARATE F'Ehhrf I T'=� kEi��1I F:�C�a �i:Ef; F'L�tf;, ME��H, �I F�F'L��.:E f:��iA'���=�hIRY:} , r �,�: '�, Y '=�EWEk C:+�hfNEC:i I���i Ahl1J L�;�,�}t�! I��I t�t�T I��#� . '�Tt�TE F`��M I T �;Es��1 I RE f • FEE SUMMARY: �t+,;li�'/g� 4j�E_l1FlT I f=fi� �t=.���,,i�t�i� �'�t5� �C� �'.�,t�,•�i . �C) F'ia�� ��vi�w �f , .7c_�7 . � _ `_�U1'C�'Ictl'�C `.�•1'�.i� ,I}t1 ���}�� ��{_){),t)�3 '•�fl(�� � ],Clt) . �_:q�: t�n i#.s --------------� T<<t•�l F�� ��, :ti;:_;. :�_; p RpCT A���Iicant• — _�T . �IC: pW E CL"�RAt�'IEf;°��`i �.�i=:�::4�:� ii��=.4 FI�;�aER' ��:EN 5�t ii� L Il�C:FiLN D�[ #1�_;i? 4:= C:�;EEk::'�I DE DFi EGIP�A �ihi �5q.:�:F. Lr=iN� L�1f::E �ih( �S;�F, �:F 1:::y ��:��—,�4,�� c:E,1''?47:�—,37'�`7 � --___ _ ____-- -_ __-----------------____ _ __ _ ___ __._------.___�__�__ . � H� }.��iC���`�;l:t�;�s�::# �-;E:�'E:F:� F;�.iai_i��T,i�=; fi'E��:y�=:r�:T_:�.�•a ��_i t��:�::�" f H� ��i�� T tiF'��=�4'��•l�t�T��; �_I-'�t:E "��t7 t�t4�(3 ��:��_� - ;i C�,`�f�� r�1_� +:,���a#�;��: ;t�� �:`��I�:�T G���t#�=`�I r�i�l�=t� W I't I-� �f � �,:�"j�' s���= ��E���C:;�i�:� s:i��Crtt���P�!�.��:°_� r.;��� =,,��";i�: ��,F� !'�� t,�w��:��:�:�'.��'; L:�J�: �y�;�:; t:�;�,E FE�;?t:T�;��i��i�T��; � � I _ . � /' � �. r � �� APPLICA T/PERMITEE IGNATURE ISSUED BY:SIGNATURE � ` - � CITY OF ORONO - BUILDING PERMIT APPLICATION Total Fee: $ ,' �' ' Date Received: %* /-= � Date Approved: Entered By: __ _� Permit#: �� �� ' ALL INFORMATION MOST BE SiJBMITTED IN FIILL BEFORE PL�1N REVIEW WILL B$ STARTED (See Check-off List Enclosed) ---------------------------------------------------.-�------------------------ THE APPLICANT ZS: (circle one) 0�4NER or CONTRAGTOI� i' '` � i � � . I . JOB SITE ADDRSSS: I ZIp' (work) NAI�? OF OWNER: PHONE: (home) �-- I MAILING ADDRESS: CITY: ZIP: CONTRACTOR: PHONE: MAILING ADDRSSS: CITY: ZIP: STATB LICENSE: # , ARCHITECT/ENGINEER: PHONE: MAILING ADDRRSS: CITY: ZIP: Np�g: REGISTRATION # TYPE OF WORR: New • Addition Accessory Structure Move Demo Remodel/Alteration Renovate Land Alteration PROPOSED WORR (describe in detail) : STORIES: SQ. FEET OF EACH FLOOR: � -- � � NO. OF B$DROOMS: j ` GARAGE STALLS: ATT. • DET. ESTIMATED CONSTROCTION VALIIATION (eacluding land) : $ ` � I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. • APPLICANT'S SIGNATORE: DATE: I► � �✓ ci�rY of oRoNo Pos!OE�ic6 Bolt 68+Ctystal Bay,Minnesota 65323•Mnnicipal OfSc� � � . � � On the No�th Shore of Lak�e Minnetonka DATA PRIVACY ADVISORY In accordance with �I.S. 1�.04,` 3u�d� 2+ "Rights of sub jects of data", we would like to inforM �t�1� �hgt ycur request for a permit or license from the City of Orond or �tny�of 3ts departmerits may require you to furnish certain private or` �oi�fidential information. You are notified that: 1. The information �ou furr�ish will be used to determine your qualificatfon for the permit or license requested. � - 2. You may refuse to suppl�' data, but r�ft�sal ingy rec�uire that the City deny the permit or license. . 3. The information may be� �ha�ed with other local, state or federal agencies to the ert��h� he�ess�ry to proces� the permit or license. � 4. If your requested permft or license re,q�ites Council sction to approve, some informatit�n m�� become,public. 5. You have certain `r�ght�` undcr �M�S. 13.04 to r�view priva�e data on yourself. 6. Your full name is reqi�ited to process th�is application �or permit. . J�i��-('�,i�� ,,�1�1-�-� ��-!,T(/� First Middle - < Last , �`��f�� li!��lAl�l`� bl�� �/'� �f`�D --- Address � �I I�� 1>'f til , ,.��.: , ���-f�3tD City , Stat��' . , Zip : 4?,��� J 2.4' " �,Ye_,r' t, rr < , , Phone , :�.�, ,_ _ . I understand my riqht�� as" t�tllt�d sbove. . , � Y .�� � .,, � _., . � �'___ , �������' �,. S ga . re� . BUILDING�ZONING—473-7357 � ADMINISTRA770N�FINANCE—473-7358 + PUBLIC WORKS—473-7359 ASSESStNC � ` � C3EG� ��r a�SOr FIC='IUSII ONLyOF PSF�2�=TS . � , � PSD- ;'�j !/���. _ ;' ; � t�DDRESS OR I.�r�L: C; G, �� ��� _;��r i c�-t-c'-z� �"_ � DESG�SP='SON OF WOR:.C: --�t-----(-------------------------------------- ----- -- -- -n��-- DA� APPROVF.D: �1 '�5-�Z ZON2NG RE4ZLW BY: --�1� �• ��� �� � APPROQED: �'/- Z S � 2- HIII?�DING BY: _ G����__'`,�_---------DATE------------------------------ ----------- fr` . M�sc. r e=s Czlct:?ated Bv: �.�S TO BE �G�= + P�RMST Yes � No � ve5 � N� S�WER CONNECmION ��N �V=� WATr'� CONNEC'^ION STA� SIIRC�RG� Yes� No � P� FEE IWEST2G�'=ION FEE v�s N� SITE INSPEC'='ION S�C Yes�,/ No S�C IIni�s _,i._- OT�'R (s�ec��y) -------- Vt�.ber ci ------------------------------- - -------------- �� � " --- _ ---- ------- ZoninQ Dist_ic�• ��'� � - �ONING C�� LIST - D � �_= _ - (�N�, l �cc- �c:001 Dis�-ic�' �2v�r� ,_rA De�ar'-,_..-ie�t: CNN4 LA��c _ _ os� 0---c�. = � i S3 Width: 25� � De��Z: 2 I C� � �o� Area: ,Slo �- ' �tec: Yes p� No Da�e o= Su=�e��: C�-/5 -�Z- Su_vev Subm= ?=o�ose� Se:�ac:ts . �; cn�, Siae 5�•�`f ^�cr_� (Lake ) C�9� 22 - aAa� ( ��==�� ) SS � �e=' S_ae (c`'� > y S'-_uc_ _�s /1/�/-1 We��anc /v �i9 Ac�ac�r�, �_ ..__ Z,. � �oa:� yc� 3`1 3uilcina ae� ci;t: De- . =c� /U/� Let Cove_ace : /� (° �,vc. Set�ac:�: gropose� �x�s���g F-{�Ro Gouv� rN g�oG �A�%' �a /o �:rdc�ve=: 0-75 ' �i � � . '� � 7�-25� ' ` � 250-��0 ' �� � �`a . t i ' 500-1000 ` s ' �' :Data o��. C�unc�l A�proval: .�ardcover Varianc Reau�red: Yes�, No _ ��. ?,......_ Cou�ncil Approva? Date: �TM��q: Sta�f A �roval Dat�: — By'-�—�-- �, _ ,' • ; � i�y: � �eptic: Staf= A nroval Date: ; 'r �, R�solution Dat�=_---- *�c r� Ie - Res,A1.LI�yOII � ; :C:i= • ' r; �j � i a �7. IIS�� : � �RKS (iII r , . __._. _._.. _._._._. . . . � BIIILDING RE4=�T G�Et� ISST _. `�� �C: g� (� - 3 CONSTRIICTSON TYPE:�--- .Sq Footage $ Per Sq Ftg 3ase�e�t X Ls� Floor X �nd Floor X - �arage X - - . x = 'OTAL 00 Sstimat8d Canstractioa Qalue: $ 6��i 000 ' _ asae�tioas Re�T Ted: WorJc Reqairin�J Sepasate Permits= Site plumbing Grading/Fi?ling r ooting �Meczani cal Fi== __a�;nQ Septic water Connection rnsula�_c� z+'r�D13C� �Sewer Conne��ien �----- Wa?? BOard �(MaSanry) �,Ot:zer .L�^'N /�A�-�'`� �_nal (Mfg. ) We1? ( State Pe���) 0�ner �-----------------------------------------1 ect_i ca 1 (5 tat e P ermi t)---- 3.*�i�RRS (SN HOIISE) : -------------------------------------------- ;VIyT�7 BY aT�E.�S: DA2'E.': r�,cc�s s : Exis�=za New Access A�nrovai: Date �v� ------------------------------------- ':'�ARRS (TO SS NO2'� ON PF.RMST) : � - _ HARDCOVER CALCULATION WORRS T achment A ;'� _ � co Proposed Hardcover _ a . House x = ���O �j s . f. Iength width x = s.f. x = s .f . x = s . f. x = s . f . b. Garage x = ( / �� s .f. c. Driveway x = 2 c� � ! s .f . (include area within front setback area) x = s .f. d. Sidewalk x = �o�� s .f . x = s . f. x = s . f . e. Patio/ x = I 1 L'72 s . f . Deck/Pooi/ Pond x = s .f. f. Landscape x = s .f. areas under�.ain x = s.f. with pervious or impervious sheeting/ x = s . f . fabric x = s .f . g. Other x = s .f . � x = s . f. x = s .f. TOTAL HARDCOVER = 1 t�, �Z S s . f. Lot Area SJ ,�r2Z s.f. - Building Setback Area s.f. = Building Pad Area i�}g�� s .f. Allowed Hardcover Bui lding Pad Area I 5� `��� s.f. x 8 0$ _ /5,, 9�? s.f . ib,l Z5 = I�,��u = S�`�a _ .. � Attachment B ' REVIEW PROCEDURE FOR ALL APPLICANTS �NABLE TO MEET SPECIAL REQIIIREMENTS FOR RESIDENTIAL DEVELOPMENT WITHIN SIIGAR WOODS PLAT AII owners' or bui3.ders' seeking special consideration must submit a written request to the Zoning Administrator 7 days before the official Planning Commission meetinq for the month (third Monday of the month). The City Council of Orono has approved an abbreviated review process for aII such request whereby the P3.anning Commission shall assume the soZe responsibility for the review and final recommendation regarding these special requests. Each applicant sha�l have the right of appeal before the Council of alI decisions of the Planning Commission. AII appea3.s to the Counci� shall be placed on the Council agendas for the following Monday (fourth Monday of the month) . Applicants may find that the strict enforcement of these specia�. requirements for residential development to not be practical nor functional when certain site conditions are found within a building Iot. The fol3.owing site conditions are Iisted below as examples to assist applicants in the preparation of their specific request: 1. the shape or Iimited area of a building envelope; 2. unique or mature trees within a building envelope or front/street setback area; 3 . the topography of a building envelope; 4. desire to place house within a building pad so as to minimize impact on adjacent properties. All special requests shall consist either of one or more of the following submittals, depending upon the specific site conditions to be considered: 1. survey/site plan designating structures, pathways, � drives and type of back out improvement; 2. inventory of hardcover (be sure to include aII hardcover within front street/street setback area) ; 3. topographic mapping of property; 4. Iocation of mature, unique tree specimens; 5. other unique physical characteristics of property that requires special placement of house/drive on site. i ;�� � F) Each and every Iandscaped area with an underliner (whether the underliner is impervious or not ) , regardless of whether the area is covered with woodchips, stones, dirt or piants; G) Any swimming pool or wading pool; H) Any tennis court covered with concrete, asphalt or clay, but not any tennis court covered with grass. 4. Lot Coverage. Per Ordinance 80, 2nd Series adopted February 26 , 1990, the total combined footprint areas of aII principal and accessory structures shall not ezceed 15$ of the 1 acre average density at 6,534 sf. The fo3.Iowing shall be included in calculation of lot coverage by structures: a) aI1 roofed structures which extend more than 6' above grade 3.eve3.; b) tennis courts, patios, decks and aI I similar open structures when partially or fully enclosed by fences , railings or walls which extend more than 6' above grade Ievel ( if any portion of such structure extends more than 6' above grade Ievel., the entire structure shall count towards Iot coverage) ; c) pools, including pool basin and associated deck or patio areas, regardless of whether such pool basin, deck or patio is enclosed with a fence. 5. Al1 lots shaZl be provided with a functional means or method of backing ont. The City wi I I not approve the backing out of motorized vehicles onto Suqarwood Drive. 6. For alI applicants who find they cannot meet the required standards for development within the Sugar Woods Planned Residential Development, piease refer to Attachment B for special directions. 7. Written confirmation from Rebers Construction that the building plans and site plan have been approved by the Architectural Review Committee for Sugar Woods. � At the time a Certificate of Occupancy is issued for a new dwelling within the subdivision of Sugar Woods, the City has agreed to execute and deliver to the owner of each Zot a partial release of subdivider's agreement for that Iot. Upon the recordation of such partial release of subdivider's agreement, the Registrar of Titles is authorized and instructed to remove from the Certificate of Title for the Iot, the memorial of this instrument and the memorial. of the partia3. release of subdivider' s agreement. Please contact the Building and Zoning Department (473-7357) if you have any questions concerning the directives Iisted above. Prior to anY site preparation, tree cutting, Iand alterations or construction, the Building Setback Area must �b� defined on the site with plastic or wooden snow fencing. This fencinq must remain on the site until a representative of the Orono Bui�ding Department provides written confirmation that fencinq ma be removed. � '�1 SIIPPLEMENTAL SHEET TO BIIILDING PERMIT APPLICATION FOR RESIDENTIAL CONSTRIICTION WITHIN THE PLANNED RESIDENTIAL DEVELOPMENT OF SIIGAR WOODS SIIBDIVISION > In addition to the plans, specifications and information requested in the Orono Building Permit Application packet, the following is required by special resolution of the Orono City Council of a3. 1 applicants seeking to obtain a building permit within the Sugar Woods subdivision: l. Your site plan must designate the Specific Building Setback Area for your Iot. A) f ront 5 0' , rear 5 0' and s ide 4 0' f or Lots 1 through 4 , Block 1; and B) front 50' , rear 50' and side 30 ' for aII other Iots in Blocks 1, 2, 3 and 4. 2. Per Orono resolution #2652, each Iot shall be served by a single driveway/one curb cut at a 20' maximum a13.owed width. The driveway width shall be measured parallel to the loop road, Sugarwood Drive. The portion of the drive located within the front/street setback area shall be placed in a straight alignment from the loop road and shall not be curved. 3. An inventory of alI hardcover on the lot must accompany each application (see worksheet attached, Attachment A). AZI. hardcover improvements on each Iot sha3.I be within the building pad defined as that portion of the Iot that is not within the building setback area (exception: the driveway I.eading to Sugarwoods Drive Iocated within the front building setback area, retaining walls and simi3.ar Iand- scaping structures that may be buil.t within the front building setback area). The hardcover improvements for each I ot sha I I not exceed 8 0$ of the area of the bui Iding pad f or each Iot. The hardcover areas of each Iot shal I include the surface area on the ground of each of the following improvements on the Iot (the inventory shall include allowed improvements within the front/street setback area) : A) Footprint of each and every structural improvement on the Iot, including each house, garage, accessory building, porch and covered walkway; B) AI 1 wooden decks and boardwalks regardless of the spacing between the planks on the surface; C) AI3. driveways and parking areas that are paved or graveZed; E) AI.I walkways and patios that are covered with aspha3.t, concrete, paving blocks (regardless of the space in between the blocks ) , or covered with gravel , rock or woodchips upon an underliner (whether the underliner is impervious or not ) , but not those wa�kways that are dirt, grass or gravel , rock or woodchips without an underliner; l ! .� Attachment B ° '� -.. . '� REVIEW PROCEDURE FOR ALL APPLICANTS � DNABLE TO MEET SPECIAL REQIIIREI�NTS � FOR RESIDENTIAL DEVELOPMENT . WITHIN SIIGAR WOODS PLAT AlI owners' or builders' seeking special consideration must submit a written request to the Zoning Administrator 7 days before the official Planning Commission meeting for the month (third Monday of the month). The City Council of Orono has approved an aYibreviated review process for aI � such request whereby the P3.anning Commission sha3. I assume the sole responsibility for the review and final recommendation regarding these specia� requests. Each applicant shall have the right of appeal before the Council of aII. decisions of the Planning Commission. A3.I appeals to the Counci3. shall be placed on the Council agendas for the following Monday (fourth Monday of the month) . Applicants may find that the strict enforcement of these special requirements for residential deve3.opment to not be practical nor functional when certain site conditions are found within a building 1ot. The fol3.owing site conditions are I.isted below as examples to assist applicants in the preparation of their specific request: 1. the shape or Iimited area of a building envelope; 2. unique or mature trees within a building envelope or front/street setback area; 3 ., the topography of a building envelope; 4. desire to place house within a building pad so as to minimize impact on adjacent properties. A13. specia3. requests shall consist either of one or more of the fol.I.owing submittals, depending upon the specific site conditions to be considered: 1. survey/site p3.an designating structures, pathways, � � � drives and type of bacls out improvement; 2. inventory of hardcover (be sure to include a�I hardcover within front street/street setback area) ; ' 3. topographic mapping of property; 4. Iocation of mature, unique tree specimens; 5. other unique physicaI. characteristics of property that � requires specia3. placement of house/drive on site. _k �, � •� ��� �`�? ' HARDCOVER CALCIILATION WORRSHEET Attachment A Pro osed Hardcover - a. House x = s.f. - Iength width x = s.f. x = s.f. x = s.f. x = s.f. b. Garage x = s.f. c. Driveway x = s.f. (include area within front setback area) .. � x = s.f. d. Sidewalk x = s.f. x = s.f. x = s.f. e. Patio/ x = s .f. Deck/Pool Pond x = s.f. f. Landscape x = s.f. areas underlain x � = s.f. with pervious or impervious sheeting/ x = s.f. fabric x = s.f. � , g. Other x = s.f. � x = s.f. ; X = s.f. TOTAL HARDCOVER = s.f. ot Area s.f. - Building Setback Area s.f. = Buil.ding Pad Area s.f. Lowed Hardcover Iding Pad Area s.f. x 80$ = s.f. � . � 3 - �; ���_ �.��i . ���o� : EXTERIOR ENVELOPE AVERAGE U COMPUTATIO�� ._--- .--- - � � - � OWtIE R: '�..� , . ,� � . ,� ; � - � SITE AD�RE55: CONTRACTOR: � � DATE :. PHONE : ° � ' �ETERMINE 410RKING SQUARE FOOTAGE OF EACH: l . TOTAL EXPOSED �IALL AREA, , , , ., , . ' sq ft x "U" � �" " . 2. TOTAL ROOF/CEILINC AREA, , . . . . . . = � " sq ft x ".U" � ' � 3. TOTAL EXPOSED WALL AREA CALCULATIONS: Total exposed wall area above floor, , , , , , , � ;� � ' sq ft t a) Total wall window area: glazed, . . i '� � �� �� . • . sq ft x U � * -, glazed. . . ' sq ft x ��U�� __ __ . . . Q b) Tota) doo� area , , , , , , , � + sq ft x "U" � ,�� � " • � ,- � � i ' . �� ___'" `, •�-;-• . . I �, . c) Total sliding glass door area: -, , ,, r _ -_ glazed. . . . . . '� �j -� sq ft x ����� ', : Q glazed. . . . . . sq ft x "U" Q - d) Tota1 fireplace wall area sq ft x "U" � e) Total wall f�aming area (Averaae 104) . . . , . . . . . . sq ft x "U" ' ' � f) Total net wall area above __. ftoor (Insulated) . . . . . . ' � sq ft x "U" � _ s g) Total rtm Joist area. . . . . . sq ft x "U" _ ��. ', � Tota) foundatton ` area (Exposed) . . . . .. . . . _ ' sq ft h) Total foundatlon ' window area. . . . . . . . . . . . — sq ft x "U" a i) Total net foundation area above grade. . .. . . . . `� % `� sq ft x "U" • + .' • � 3' TATAL a) thr� I) � � If (tem N3 is the same as� o� less than Item �1 . you have met the intent of 2 tiCAR 1.16008 A and 0. . Page 1 `� 4_ TOTAL EXP�SED R�OF/CEILING CALCULATIA�JS : � Total exposed Q ' roof/celling a�ea. . . . . . . . �Z� I sq ft _�) Total skyllaht area. . . . . . . � sq ft x "U" — ' — k) Total roof/ceillnq framinq area (Averaoe 1�9;) . . . . . . �2� sq ft x "U" .��✓�i e I � � � 1) �Totat net insulated , roof/cel l Inq area. . . . . . . l'�� 1 �� sq ft x "U" • ��'� " s ' � �D�. � � 4. � TOTAL J) thru 1) � � �� �O If total of rb Is the same as. or less than l►2. you have met the intent of 2 MCAR 1.16008 A and 0. � ' . . - ! • , : � ALTER�iATE 6UIL�INr ENVELOPE �ESIrN To utilize the total envelope system n�ethvd, the values established by the sum . of items �3 and t�4 shall not be greater than the sum of items A'1 a�d �2: � 1. ���. � + 2. .,,, � ���, � � � I �,.� 3. -7`� �� `� + 4. � � � . (o e �jlo2� S C E R T I F I C A T i A N � . I hereby te�tify that i have calculattd the "d'' factors and "R" .. values herein and that the bulidinq he�e .t�es�rtb�d meets or exceeds the tate . of Mlnnesota Eneray Consetvation Act. , � � �� .. - . s. i•.,. �i . � ; ' .... . ..... - . �� �- ` , • • � � -, . •';'• . . . ." . . ,, s . tt t .� � . . , . . . , . ;.. . %� � • .. � � I � z. � (Date) Page 2 . � � �i � � C0�lSTRUC710N R VALUE � WALL FRAHiNG SEC710N: � -{) interlor alr film �,6R 2 ' z ..�15 � 5�/y" nches so t wood (,,��yr, /� �—(4 c,r�r�a��iC� �.o� i`'1 • 5 r��� .�5 F xter or a r m (1. • TOTAL R = _ �1,3q ' . U � 1/R � .(�$1 • WALL SECTION (INSULATED) —{1 intertor alr f11m n.�R � _�l�°' ��'(w6�1.1.�- •45 ---�3 _��'Iz" I I�,y c�L. !�I.oO B 4 s u-r��H Z,ot� 5 ��� t,►S • (+ Exter or a r # m • 0.17 TOTAL R � �( � U � 1/R � �O� . , RIM JOIST SECTION: .�• ' ' 1 Intertor air fllm �.6R � 2 5� z" l rJ�•�L- F9.o0 . . 3 _ l�/�.' soryr wt� �,�g . •��. C . . 4 _:���'r�.'t� 2.o c, _ _ Y 5 C3�ti1.1� 1,is . . 6 Exterfor a � f 1m n. 7 . 'fOTAL.R � • �.: .. • . FOUNOATION INSULATION REQUIRED: • Min. R-5 on entire wal l OR � U � 1/R - , . G�D• � . . p�p .,.%e• Min. R-10 down to frost 3epth - � - � FOUNDATION SECTiON: �= "' A'� —{1 Interlor alr fllm � . �,f,$ � � - � '•A. � • 2 2'' SO�1P INS��-- l�• d0 � ':�5. ;.;• 3 ��� �L_K i,ii " � '- '�° ' ''�'---(4 Ext- e�ior e�r#i m �.17 �•. � •4• �' �S _��� I�1� � = q:o•. � -i,, ,, (� d� .:J 4 TOTA�. R � 13�1\ ' U � 1/R � _ .D7(� SLA13 ON GRADE � � ' .. � . •' �d� �•,� •' • h �� • �4 1 •' �' �� 'Q � Q. . .Q � . � 4 , • 1' . / . ; �a.• .�� - .•',� •q•;' 11' • •' :. ► ..• � . , • ; • ' ._ , � � ... . � • � 1 •• � • q � • . .d . • - l.,.LJ .�� � a��♦ t � , - �' � � d' ,,.•.. ♦' •� � �. .v -���. �.a . . ..• ,, . ,� f,�, . , , • .: • �r , ,. ..�. • Q, _ u � � � , ' • ,'•� / •�,q•� � • � � - - �• Heated S1abS: ��' ' ' • ,��/ �jq,• •�• �� ;�Y � � . � ,� � .� �.. Minimwn � = 8.6 � 'q � • , � � d� . . • • • • � � ` d • •� , �. '� • , • . . •. � p �� , ,,q, �.•4 Unheated Slabs; � . ; a<. ,•�•�Q ; �• • . �• Q � •', Minimum R = 6.2 'd, ,• : d � , . � � , .• • �p • Q• •Q'`�� � � � � ��� r • � � � • � • � �I � a • Q ,•. 4• � ,�, •. .. .� .. � '� .� � Page 3 � : • �, •� w� - h.��. � . . .ti • < , � ' � CONSTRUCTI(1N R VALUC• ' � CEILI�JG SECTI�tI (INSULATED) : 1 Interlor air fllm (1,h� . 2 � b �vb� .5 3 3 '� 1��15U1� �, Dp 3 4 4 Exterlor alr film still �.�1 TOTAL R � �41�,�S - U � 1/R � . 021 � CEILINC FRANING SECTION: � 2 5 , 1 inte�lor atr film (1,F1 � '`�`� ��7'�'�"�.n� ,�7, AIR VENTED 3 _ f�,s " �N,�� ��,,2� FLOW 4 Inte� or air f im st il �.� 5 inches soft wood - ' TOTAL R s �. . �j U a 1/R a .022 .. . ' • ' • CEILING SEf,T10N (I�lSULATED) : � ' "-�'���"as°'�'--� "�� '�-"'"�� 1' i n t e r i o� a i r f 11 m � 0.F 1 • 2 - 3 . � 4 Extertor a r ilm still �. 1 �� TOTAL� R s J � , , U � 1/RQ �. i . 2 3 4 5 CEILINr, �RqM1�lr. SECTIo�i: � 1• Interior ai� film �.f+1 VENTED 2 ' 3 � • 4 Extertor a r m still �, i � 5 loches soft wood TOTAL R a � Us 1�R@ 3 4 5 H .•.. .+: :::fs4r:"' . , - " ..;i.�,••'.�;^,��••'••" ,. � .:;�;=:••::..•'►`•:�'r+ 1 �Inside �ir film �.f+l • •�:�': ::::•'�r ' 2 �� =;y.i•;.. . . . , • ' . � , � • .ri Outside alr ilm �. 7 ' �� � 2 • . � � TOTAI R � �� � . : . U � ��� � �� � Page 4 � R � • ' GUIDELINE TO (R) FACTORS FROM ASHRAE MANUAL . OF TYPICALLY USED PRODUCTS AIR FILMS � SHEATNING � Interior Air Film (Walls) 0.68 3/4" Wood Subfloor or Sheathing 0.94 Exterior Air Film (Walls) 0.17 1/2" Plywood Sheathing 0.62 Interior Air Film (Vented Ceiling) 0.61 1/2" Particle Board 0.66 Exterior Air Film (Vented Ceiling) 0.61 Gypsum or Plaster Board 3/8" 0.32 Interior Air Film (Non Vented 0.61 Gypsum or Plaster Board 1/2" 0.45 Exterior Air Film (Non Vented; 0.17 Gypsum or Plaster Board 5/8" 0.56 Plywood 3/8" � 0.47 Plywood 1/2" 0.62 BLOWING WOOLS Plywood 3/4" 0.93 Approx. 3" 9,�p Sheathing, Reg, Density 1/2" 1 .32 Approx. 4 1/2" 13.00 � Sheathing, Reg. Density 25/32" 2.06 . Approx. 6 1/4" 19.00 Nai]-Base Slheatf�ing 1/2" 1 .14 Approx. 7 1/4" 24.00 Approx. 14" 3(1.00 ROOFS Approx. 18" 40.00 Built-up Roofs 0.33 All other insulation materials� must Asbestos-Cement Shingles 0.21 be verified (R Factor) Asphalt Roll Roofing 0.13 . ' Asphalt Shingles 0.44 INSULATION . Insulation: 2-2 3/4" Fiberglass , 1.00 SIDING Insulation: 3 1/2" Fiberglass l].00 Aluminum Siding � 0.61 Insulation: 6" Fiberglass 19.00 Aluminum with Backer 1 .82 Insulatioh: 3 5/8" Fiberglass 13.00 •Aluminum with Backer R Foiled 2.96 Insulation: 9" Fiberglass 30.00 �/2 x 8 Lap Siding (Wood) 0.81 Insulation: 12" Fiberglass 38.00 7/�6 x 12 Hardboard Siding 0.67 Insulation: 8" Cellulose 29.00 Asbestos Sidings 1/4 Lapped 0.21 Insulation: 10" Cellulose 37.00 Stucco (Brown and Finish Coat) Insulation: 12" Cellulose 44.00 Insulation: 1 1/2" Thermax 12.00 Insulation: 2" Thermax 16.00 DOORS � WOODS � 1 3/4" Solid Core Door .46 � x/Storm, Wood ,31 Fir, Pine & Similar Soft Woods w/Storm, Metal ,26 1 1/2" 1 .89 Pease Steel Door Insl/N/GL 7.45R .13 2 1/2" 3,12 Sliding 61ass Door, Wood .65 3 1/2" 4.35 Metal .72 5 1/2" 6.87 CONCRETE BLOCK WINDQWS 8" Concrete Block (S & G Reg. ) � ,�� All Windows � (Filled with Vermiculite) �,93 (w/Storms 1" to 4" Space) .56 12" Concrete Block (S & G Reg.) � ,28 Removal Double Glazing (RDG) .55 (Filled with Vermiculite) 3.15 Thermo or Welded 3/16" Air Space .69 8" Light Weight 2,�g 1/4" Air Space .65 (Filled with Vermiculite) 5.03 1/2" Air Space .58 � 12" Light Weight 2,qg (Other Nindows specifically tes*ed (Filled with Vermiculite) 5,g2 can use better ratings� Page 5 LYMAN W0:44140 WE:44140.1 TOP CHORDS: 4x2 SPF 1650f-L 5E 2x6 continuous stronyback. Attach to each oint Locations Qx2 SPF 2100E-1.SE 2 � truss with 3-lOd nails. Splice stiffback ll 0- D- 0 r) 15-11- 4 17) 13- 7- 4 BOT CHORDS: 4x2 SPF 2100F 1.8E on truss vertical. 2? 2- 5- 8 ]0) 18- 2- 8 18) 11- 7- 4 WEBS: 4x2 SPF STANDi1RD NOTE: Maxi mum truss spaci ng i s 16.0" o.c. 3) 3- 1- 8 11) 19- 6- 0 19) 9- 3- 4 4x2 SPF 1650E-1.5E 2,3.16,17 All COMPRESSION Chords are assumed to be 4) 4- &12 1�) 20- 9- 8 20) 7- 3- 0 .ZTC3 F373I OC33 21810 F4885 pCb� conti�u�sl��ed u�� not��th��Q 1� 8� 13- 7�- 4 16) 15-11- 4 22� 0- 0-10 1 1- 2 37 0. 16 22-21 2141 0.3I � �j 7) 11- 7- 4 15) 19- 6- 0 i 3- 1 -3131 0.28 20-19 IBBS 0.67 4- 5 •3131 0.32 i9-�e svei o.e3 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -5665 o.eo �e->> s9ei a.ea � Uniform PLF From PLF To 6- 7 -5665 0.n �i-�e s9ei o.» I � � ` ��/� TC Vert -76 0- 0- 0 -76 18- 2- 8 7- 8 -5991 0.61 16-15 4643 0.63 � � "" � TC Vert -66 18- 2- 8 -66 23- 3- 0 8- 9 -5513 0.59 15-14 2158 0.3! 0 �� �� � BC Vert -6 �- �- 0 -6 23- 3- 0 9-10 -5513 o.es -- --- Concentrated LBS Location 1 0-11 -3602 0.i 9 �---- TC Vert -300 18- 2- 8 11-]2 -3602 0.19 12-1 3 -35 0. I 1 ' n�� __f�_ � � �� �• � re�� �►U�1 .MEB...FORCE...CSI .MEB...FORCE...CSI MYS3 ¢fA�ifl►c^Ci �l ma ar under � i-z2 -i3o o.os e-i� z9 o.oz mY d+re'd aupetvisbn z-z z -2 z 9 a o.3 i e-�e -s�z o.i s art� tttaQ i am s dt�Ey F;og�g►od pcofessior�l Erglrwpr 2-21 1752 0.33 9-16 -176 0.03 Uf1�Af t�16 �3Ws O� �0 S•�A�B (y� �I�f1f�$Q�� 4-21 -173 0.03 10-16 957 0.81 /� �� 5-21 -1266 0.33 ]0-15 -1337 0.28 // � T�' '/�' y ' � 5-19 957 0.73 i1-15 -60 0.01 � `'7'I��� 6-19 -186 0.04 12-15 1170 0.27 .�r� 7-19 -345 U.09 12-I 4 -2641 0.36 7-18 -5 0.00 13-14 -133 0.03 Dato- /'z-q2., p�g. 1�la. 12189 � ` 23-3-0 1 2 3 4 5 6 7 8 9 10 11 12 13 12-7-4 � � � 1-10-8 1_2_p 1.SX3.2 �-2-0 .SX32 W=3X4.8 1.5X32 1.5X3.2 � � .SX32 4X12 1.SX32 3X6.4 1.SX32 3X4 3X4 1.SX32 4X6.4 6X12 @ � 4X8 4Xi2 3X6.4 1.SX3.2 1.SX3.2 3X6.4 4X8 4X12 � W=TL16-3X11.2 � 23-3-0 � 22 21 20 19 18 17 16 15 14f 1028#3.50' 1159#3.50" � 23-3-0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By: BS QDQD_ A COPY OF THIS DRAWING TO BE GiVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf /}�- BRACINGT�'ARNING DES/GNINFORMATION Checked By: �v� Bracing alwx•n on thi.r drm��ing i.r not ercerion bracing,wind braeing, Thi.r de.rign is(or an indii�idual building comporunt and har 6�rn 6ared on in fo�• BC Live 0.0 PSf po�ru/bracing or rimilar 6racing wluch is a yart of the 6uildixg aon provided by the c1ieM.The derignes disdaima an�rcaponribility for damages dcaign and wluch nurr!bt cansidered by tht building deaigne�, ar a xrult o f fauhy o�incorrccf in fomtation,apcci frca[iorv and/or designs BC Dead rJ.� PSf Date• 10-30-92 �. `' ����� Bracing.rhmvn ir Im bural sv p pon o f waa members on!y to rc�c� fumixhed ta the buss designer 6 y the client and the mrrcctneaa o�accuracy o f � Fuck/ing fength Prmtition.r muat 6e madt to anchor lateral6ractitg thir irt fonnation as i1 rrtay rclate to a rpeci f'u pro/tet This buss has betn TOTAL rJ$.� PSf alendsanEapedJi�dlxauonsdetermined6ythebuildingdesigner, deaignedinacmrdancewuh"TPI-85"and"NDS�d'to6eincorporatedaapartof DesignCriteria:TPl Adduional hracing of du orerall rtrtrch�'e may 6e rcqviled the Fuifding design by a Building Deaig�ur.A'hen miewed far approval by dx LOAD D UR.FAC. 1.00 (Sre XIB-91 of 7'P!/.Far sptci fic dv:a bracing tequ'vcmentr, building derignn,fl�e derign/oadings sliown nwat 6e checAcd ta 6e.ru�e dwt the --R'OOD TRUSS SYSTEAfS--- roruact building dcsigncr. (Tn�sr Plate Jns�tr,TPl,u lacamd data shown are in agrtemau x�Wt dm lor.al building codes,lacal dinwtit�ecordr S PACING: 16.0�� Seqn:08.17.92-72995 at 583 D'Ono(rio Drire,Afadiaon,A'ircon.ri��5371 fl). for w�ind o�.rnow loads,project tpeci fication.r o.specia!applied loada. LYMAN WO:a4140 WE:44140.2 Truss ID:B TOP CHORDS: 4x2 SPF 1650f-1.5E 2x6 continuous strongback. Attach to each oint Locations 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 ]d) 25- 4- 0 27) 28-10- 8 BOT CHORDS: 4x2 SPf 1650E-1.SE on truss vertical. 2) 2- 5- 8 1;•) 27- 7- 4 28) 27- 7- 4 4x2 SPF 2400E-2.OE 2 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 lu) 28- 9- 0 29J 23- 0- 0 WEBS: 4x2 SPF STANDARO All COFPRESSION Chords are assumed to be 4) 7- 0- 0 17) 29-11- 4 30) 19- 5- 4 4x2 SPF 1650E-1.5E 3,14,17.21 continuously braced unless noted otherwise. 5) 9- 3- 4 181 3l- 7- 4 31) 15-11- 4 2-4x2 SPF STANDARD 18.19 6) 10- 1- 8 19) 33-10- 8 32) 13- 7- 4 ..TC...FORCE...CSI ..BC...FORCE...CSI �) il- 7- 4 ZO) 36- 1-12 33) 11- 7- 4 1- 2 -39 0. 15 37-36 1633 0.37 8) 13- �- 4 21) 38- 5- 0 34) 10- 0- 0 2- 3 -2749 0.2a 36-35 3c2i o.�2 9) 15-11- 4 2c) 40-10- 8 35) 9- 3- 4 3- 4 -2749 0.27 35-34 3561 0.71 10) 18- 2- 8 23) 4�-1�- 8 3fi) 4- 8-12 4- 5 -3717 0.39 39-33 3567 0.39 11) 19- 5- 4 24) 36- 1-12 3�) �- �- 0 5- 6 -3717 U.41 33-3T 3101 0.35 12) 20- 8- � 25) 31- 7- 4 6- 1 -3717 0.34 32-31 3101 0.34 13) 23- 0- 0 26) 29-11- 4 7- 8 -3567 0.23 31-30 811 0.17 8- 9 -217! u.ie 30-29 -1780 o.2s ------------ TOTAL DESIGN LOADS ------------ 9-10 -2174 o.ie 29-26 -2148 0.96 Uniform PLF From PLf To io-ii as2 o.i3 2e-2� -i�o o.os TC Vert -76 0- 0- 0 -76 18- 2- 8 �i-iz a3z o.io z�-2e -i�o 0.02 TC Vert -66 18- 2- 8 -66 4U-10- 8 i2-is �sss o.e2 26-25 -170 0.04 BC Vert -6 0- 0- 0 -6 40-10- 8 13-14 1555 o.s2 25-24 eco o.2i Concentrated LBS Location 11-15 1263 U.31 24-23 695 0.18 TC Vert -300 i8- 2- 8 15-16 1263 0.31 � f1Ki� OOf� hlSt u11S �afl, �Ofl, Or fApOR 16-17 1263 0.33 i i-i e -a�o a.i i rras prepared by tr� or utfde� my dired at�srvisiot� 18-19 -410 0.i a and that 1 sm a c�uly Registet+ed Ptdossi0��el Enpble�o� 19-20 -970 u.i s u �g � p� 1tw State ot AAiRrN�4. 20-21 -970 0.17 21-22 -29 0.15 • .MEB...FORCE...C51 .MEB...FORCE...C51 • � ����� •• ��-�••� 1-37 -137 0.03 12-30 1766 0.33 2-37 -1737 0.�5 12-29 -3�38 0.30 !�_Z�'` 2-36 1228 0.23 13-29 -199 0.02 ��4 �. HO. �Z�9 � 26. 0' 3-36 -17t �.03 14-29 -1978 0.51 4-36 -739 0.19 14-28 1633 0.31 1-35 325 0.28 15-2 1- 0 0.03 1 2 3 -35 5 61 14 g 17 11 1 21�•0 4 151617 18 19 20 2122 �-33 -232 0.05 17-25 �84 0.58 B-��d6-6 � �.45 18-25 -129 0.0330.10-0� 8-32 0 O1 25 -495 0.13 8-31 4 �"8"��-24 120 0.10 �"s'� 9-31 -1 B .04 20-24 -I 46 0.03 � � 1.5X3.2 .5X32 �o-3lN=3X�4 a.2e 2i-2a 3oz o.26 W=3X6.4 1.5X3.2 1-2�� 1.5X3210-h6X3.Y631 0.3I45X3.Z17,�(32-725 0.19 1.5X32 1.5X3.2 1.5X32 1-2-0 � .SXi� �430 3X� �($1 24X63 6X1�0$X4p4�12 3X8 3X4 3X4 � � 4X8 3X8 3X6.4 3X4 3X12 8X16 3X12 3X6.4 3X6.4 3X6.4 � 1.SX3.2 ST18-5X10.4 t.5X3.2 W=TLt 6-3X112 W=3X6.4 C ao-�as Q 3�36 3 33 32 31 30 28 2�25 24 23 � 807#3.50' 2287#3.50" 386#3.50" � aa�aa � c/�:2s-ao EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST er 3 Supports scale= 0.1250 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS ,QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf tl.._._ BRAClNC WARNING DESIGN/NFORMAT/ON Checked By: F-�i Bracing ihawn on this drawing is not erc�nn bmcing,wind bmcing, Thia duidn'v fo�an individud building componnu md has 6een baxd on in forma- BC uV@ 0.0 � poxa(bracing or aimilar b�acing which'v a of the building tivn pro��tded 6y�he client The deai dix/aimr anr xaponsibility for damager e derign and wh,d�muar 6e conridercd 6y the uilding deaigner. aa a rcsult of fauky o�incomea in�irmadan,n rpeci fuariena and/or designr BC�ad 5.0 Psf Date•10-30-92 ����� Bmcina ahown'v(or IQtemi su ppvrt o f dvss membm only m rr�ce fumi.rhed r�r7�e bu:r derigrrn by client and�he comecbiess or accuracy o f TOTAL 55.0 • buckling lertgth.Provirions murt be made to ancho.laterol braeing thu in fom�n ar it may rclate fn a apt�i�ic pro'ect This busr haa bern � mendrandapeafiedlocatiorode�m�inedbydttbueldingdrsigner. detignedinaccordancewith"TPI-83"and NDS�to6eincorporv�rdmpartof DesignCriteria•TPI 4ddiliana/6�acing o f tht overall awcarn may be rcqu'ved the building derign 6 y a Building Detignti.Wlr�n miew�ed for app�ova(by the LOAD DUR.FAC: 1.00 ' (See H!B•91 of TP!).Fo�r�peci fic wsr bmcing requixmew, 6ui/ding derigner,rhe derign badingr ahawn rrwn 6e checked ta be sux that the -WOOD TRUSS SYSTEMS- coruact building designer. (Truxs Plate Inxtitua,TPI,ia bcared data shown ax tn agrcement with ehe Incal6uilding codes,(ocd c(imatic mords SPAC ING: 16.0" S@ �I'08.17.92-73002 at 383 D'Ona fw Drive,Aladixon,A'iscavin 537191. fo�wind o�artow loadr;pro jeu apeci ficationa o�tpeciol oppfied faads. q • LYMAN WO:4474o WE:44140.3 Truss ID:C TOP CHORDS: 4x2 SPf 1650f-1.5E 2x6 continuous strongback. Attach to each cinc Lo:.ations 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 i-1) 2�- 4- 0 27) 30-10- 8 BOT CHOROS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 l�i 27- 7- 4 28) 27- 7- 4 WEBS: 4x2 SPF STANDARD NOTE: Maximim truss spacing is 16.0" o.c. 3) 4- 8-12 lE1 Z�- 9- 0 29) 23- 0- 0 4x2 SPF 1650f-1.5E 2,3.20.21 All COMPRESSION Chords are assumed to be 4) 7- 6- 0 1.'•) 29-10- 8 30) 18- 4-12 2-4x2 SPF STANDARD 15,18.19 continuously braced unless noted otherwise. 5) 9- 3- 4 18) 31- 9-12 31) 16- 0-12 2-4x2 SPF 1650E-1.5E 17 6) 10- 1- 8 19) 33- 9-12 32) 14-10- 6 ..TC...FORCE...C51 ..BC...FORCE...CSI �) 11- 6- 8 20) 36- 1-12 33) 13- 8- 0 1- 2 -42 0.18 37-36 2087 0.33 a) 13- 8- � 21) 38- 5- 0 34) 12- �- � 2- 3 -3585 0.34 36-35 4651 0.66 9) 14-10- 6 22) 40-1�- 8 35) 9- 3- 4 3- l -3585 0.36 35-34 5502 0.76 1�) 16- 0-12 23) 40-10- 8 36) 4- a-12 4- 5 -5284 0.68 34-33 5502 0.75 11) 18- 4-12 24) 36- 1-12 3�) �- �- 0 5- 6 -5284 0.70 33-32 5306 0.69 12) Z�- 8- � 25) 33- 9-12 6- 7 -5284 0.55 32-31 4A9B 0.61 13) 23- 0- 0 26) 31- 9-12 7- 8 -5306 0.52 31-30 3539 Q.48 9- 9 -4d98 0.33 30-29 -2196 o.a2 ------------ TOTAL DESIGN LOADS ------------ 9-10 -3539 0.31 29-28 -3696 0.48 Uniform PLF From PLF TO 10-11 -943 0.22 2e-2� -soa o.oe TC Vert -76 0- 0- 0 -76 13- 8- 0 11-12 -943 0.22 2�-2e -eoa o.02 TC Vert -146 13- 8- 0 -146 18- 5- 0 12-13 5686 0.97 26-25 -4 0.03 TC Vert -66 18- 5- 0 -66 4�-10- 8 i3-ia 5686 a 9� 2s-2a 519 o.io BC Vert -6 0- 0- 0 -6 40-10- 8 14-t5 zoso o.ai 2e-2s s9s o.i2 Concentrated LBS Location 15-16 zoso o.ai TC Vert -380 13- 8- 0 �6-�� z o s o o.a 9 1 horaby owtlfy that this pl2ut, apec�dbo, o► wport 17-18 4 0.11 18-19 -519 0.13 W�13 PfMP9l9d �i fil� O� Ufk�Rf fl'1�/ �t6Ct EI�fY�61Qf1 19-20 -750 0.i a itnd lfied I am 2t du�y Rog:siered Podossior►e1 EAp6'laot 20-21 -750 0.17 21-22 -29 0.16 YIll�A� �16 �8w9�B � �1flY8�. .MEB...FORCE...CSI .NEB...FORCE...CSI ,�'y.� 1-37 -115 0.02 12-30 3419 0.32 � + ����t'(/t/1iY ■ . �..� 2-37 -2209 0.30 12-29 -3785 0.38 2-36 1631 0.30 13-29 -201 0.02 26. 0' 3-36 -162 0.03 14-29 -2158 0.29 D� �1�Z�Z Ow..� �� 12� 4-36 -1161 0.30 14-28 1793 0.33 ����r 4-35 689 0.58 15-2 A�67 0.03 (i 5-35 -159 0_03 17-2 aiY356 0_34 L 1�2�Tg �-35 562 8� 1017-�f ��961�� 4 151617 18 19 20 2� 7-33 -216 U.OS 18- 6 83 0.07 8-33 115 �.10 18-25 583 0.49 8-32 -1043 0.21 19-25 -244 0.05 9-32 651 0.55 19-24 249 0.21 1.5X3.2 9-31 -1238 0.25 20-24 -150 0.03 1.5X3.2 1.5X32 l 0-3�IU=3X564 0.6 7 �6X�42 17 0 0.14 W=3X6.4 1.5X3.2 1-2-0 4X12 10-h6X3.t815 0.NC4 21-23 -609 0.15 1.5X32 1.5X3.2 �-2� � 1.5X32 3X6�0 -3X� �1.C�5 4X82 2-2 3 8X1�03X4p.4�12 3X8 3X4 3X4 3X4 � � 6X8 ST78-SX10.4 6X6.4 SX4 6X6.4 8X16 ST18-SX10.4 SX4 SX4 6X6.4 6X6.4 � W=3X6.iX4 TL16-6X17.5 W=3X6.4 � ao-�as� 37 36 35�34 33 32 31 30 29 28 2 6 25 2r 4 23� 959#3.50' 2603#3.50' 332#3.50" ao-�as •23-0-0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST ver 3 Supports� scale=0.1250 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf � BRAC/NGWARNING DBSIGNINFORbfATlON BC LIV@ 0.0 PSf Ch@Ck@d B�I: Bmcing ahown on fhit drawina is not erccGon bracing,wind 6racing, Thir deai�n ir/w m�individua!6uilding componeN and has been baaed on in fomie- portal6mdna or rimilnr 6racing wkich u apmt of the building rion provrded by die client The deri diac(aim.r wy rcxponribility for damages deaign and which must be conridexd 6 y ti�ebutlding derignn. m n rcsuf�o f fmdty a ineorreu in��rmatlon,apea ftcatians and/o�designs BC�28t� 5.0 F1Sf Date:10-30-92 Braeing shown ir o�lateml av pport o f wsa mem6e»onl y to reduu fumiahed m the buas de.rig�u�by tl�e cGent and Uu eomedness o�accuracy of TOTAL 55.0 PS� ����� buckling Imgh murl6e made to anchor latera!bracing tlua i»form�an m it may ielale ta a ipea�iepro jed This buaa har 6een 11 at cnda and rpecf fied lacauonr de�ermined by�he 6uilding deaigne�. deaigned in accordance with 7'PI�S"and NDS�S'm 6e incorporated m part oJ Design Criteria:TPl V Additiond 6mcin o the overaA rwcarc may 6e requiird d�e buildina deriart 6y a Building Deaigner.When m�iewed fo'approvd 6y the LOAD DUR.FAC: 1.00 (See HIB-91 o f�I f For apeci fic war bmcing rcquuemextr, 6uilding derigner,the duign loadingr shoxm rrwat 6e checked ta!x aurc that the --WOOD TRUSS SYSI'EMS- co,uact building desi�na. (Tnus Plare Tnatlma,TPI,'v loeared dara ahrnvn mr in ag�rement with the locd 6uilding cad�s,]ocal ciimntic rccords SPACI NG• 16.0" Seqn•08.17.92-73020 a1 S83 D'Ono frio Dnve,Madiron,Wirconain 33719). for wind or snaw bads,pro ject Jped fications or apecial a p p&d loadr. ' ' LYMAN WO:4414o WE:a414t.1 Truss ID:D TOP CHORDS: 4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 14) 25- 4- 0 27) 30-10- 8 BOT CHORDS: Z-4x2 SPF 1650E-1.5E on truss verti cal. 2) 2- 5- 8 15) 27- 7- 4 28) 27- 7- 4 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 16) 28- 9- 0 29) 23- 0- 0 4x2 SPF 1650E-1.5E 2.3.15,20 All COhPRESSION Chords are assumed to be 4> 7- 0- 0 17) 29-10- 8 30) 18- 4-12 21 continuously braced unless noted otherwise. 5) 9- 3- 4 18) 31- 9-12 31) 16- 0-12 2-4x2 SPF 1650E-1.5E 17 6) 10- 1- 8 19) 33- 9-12 32) 14-10- 6 2-4x2 SPF STANDARD 18,i9 .,TC...FORCE...C51 ..BC...FORCE...CSI 7) 11- 6- 8 20) 36- 1-12 33) 13- 8- 0 i- z -ao o.ie 37-36 1896 0.30 8) 13- 8- 0 21) 38- 5- 0 34) 12- 0- 0 2- 3 -3215 a.31 36-35 4100 �.59 9) 14-10- 6 22) QQ-10- 8 35) 9- 3- 4 3- 4 -3215 0.31 35-34 4593 0.64 1�) 16- �-IZ 23) 40-10- 8 36) 4- 8-12 4- 5 -4555 4.52 30-33 4593 0.63 11) i8- 4-IZ 24) 36- 1-12 3�) �- �- 0 5- 6 -4555 0.53 33-32 4226 0.54 12) 20- 8- 0 25) 33- 9-12 6- 7 -4555 0.42 32-31 3381 0.46 13) 23- 0- 0 26) 31- 9-12 7- B -4226 0.37 31-30 2465 0.35 B- 9 -3381 0.18 30-29 -2058 o.3c ------------ TOTAL DESIGN LOADS ------------ 9-10 -2465 o.iz 29-28 -2972 o.ao Uniform PLF From PLF To 10-11 -379 o.is 2e-2� -2e9 o.oa TC Vert -76 0- 0- 0 -76 13- 8- 0 11-12 -379 o.is 27-26 -289 o.os TC Vert -66 13- 8- 0 -66 40-10- 8 iz-ia aee� o.es 2s-2s e>> a.os BC Vert -6 0- 0- 0 -6 40-10- 8 ia-i4 �eei o.es 2s-ze ea� o.is Concentrated LBS Location ia-is ia3o o.sz za-zs �oe o.ia TC Vert . -380 13- 8- 0 15-16 1430 0.32 � � � 3�. � �� ]6-17 1430 0.3B ` �16( O@!Z.� �18� u1�S i�-�e -e i� o.i i Pr�sd t�'!r my dG'sCt a �e-i 9 -e a i o.i a wes rtto cr L:�der up�gio� 19-20 -961 0.i a arld tt�� i am a dufy �c�g"�t�ed Ptdossbrql Engl�eot 20-21 -967 o.i� u� � � � � � � � 21-22 -31 0.16 . .MEB...fORCE_..CSI .NEB...FORCE...C51 , 1-37 -116 0.02 12-30 2655 0.25 "���`���•�� 2-37 -2005 0.27 12-29 -3045 Q.30 2-36 1d35 0.27 13-29 -192 0.02 ����q� p� � Qs,sp• 3-36 -162 0.03 14-29 -2054 0.28 �� ■�y �0• �2� �(� 1-36 -96• 0.25 11-28 1679 0.31 4-35 495 0.42 15-2 64 0.03 L 5-i5 -760 0 0'3 17- �0'iQ� 0 i 1 2 3 -35 5 g- 0 1017'f� 12�91 1�•6 4 151 7�18 19 20 2122 �-33 -404 0.10 18-26 -336 0.07 8-33 192 0.16 18-25 478 0.41 8-32 -1091 0.22 19-25 -198 0.04 9-32 690 0.58 19-24 130 0.11 1.5X3.2 9-31 -1182 0.24 20-24 -150 0.03 1.SX3.2 �_2� 1.SX3.210-3I�II=3X524 0.644X6.¢1-24 284 0.24 W=3X6.4 1.5X32 �_2� 4X12 10-1i5X3.;p62 0.g�4 21-23 -729 0.19 1.5X3.2 1.5X3.2 � 1.5X3.2 3X4.�0 -$Xd �C{3 �SX��X1�p3X4p4d(�12 3X6.43X4 3X4 3X4 � � 6X8 ST18-SX10.4 6X6.4 SX4 6X6.4 6X12 8X16 ST1&5X10.4 SX4 5X4 6X6.4 6X6.4 � W=3X6.iX4 W=3X6.4 � aa�o-e�" 37 36 35 34 33 32 31 30 28 2 6 25 24 23� 880#3.50' 2255#3.50' 379#3.50' � aaiae /L: � EXCEPT WHERE SHOWN,ALL PIATES TO BE TEE-LOK 2aGA ST ver 3 Su rts scale= 0.1250 WARNING: READ ALL NOTES ON THIS SHEET. TC Lfve 40.0 psi Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf � BRACINGR'ARNING DESICNINFORMATION BC LiVe 0.0 Checked By: Bmcin6 rhoxm�ehia drawing is not er�eetivn bracing,wind briadng, Thia desi�rt'v for an individuo!6uilding component and har baen 6aaed on in forma• � pniral bmcin or simila�bmcinq which it apa n of rhe buil�ng don p.avrded by the cGent The deai d'uelaims any rca ponrib�7ity for damagea dreign and w�h r/o�at 6e conside�ed 6y the building derianer. aa a rcrult o f fau(ty or intomrct in�,speci fuatlons a�d/or deaigns BC�8d �.0 PS� �ate:i asas2 0���� Bracina fhown ir fw 1o0eral.tuppart o f war memben� arJy w re�n fumished m d�e dust derigner by fhe clitnf ond tlte cmrecmess or aecura�y of TOTAL 55.0 buckltng lengde.Provutona mua!bt made Oo anchor Heval bmcing Ihis in formation ar it may nfate m a eprci�icpro/ec C Thie duta Ms been � aeendrandrpecijiedlocabnudercmrixdbythe6uildingduigner, dc.ri inaao�dancewieh"TP/-BSand NDS-&6'mbeincorporatedmpmtof DesignCriteria•TPI Addirianal bmana o rhe ovnnAsavcarc may be rcquixd 8u�i(ding derign by a Bui/ding Derig�.R'hen ieviewed for approval by the LOAD DUR.FAC: 1.00 ' (See NIB-91 of TPI�For apeci fic avaa 6racing iequnrmentr, 6ui/ding dr�igmr,Ux design loading�ahawn musr 6e checkcd ta be sux that rhe -R'OOD TRUSS SYSTEMS- conract building duigner. (Tn�aa Plare lnrcnere,TPI,u Inrated da�a ahown ax in agrcrment with ehe/ocol building codea,(ocd climatic rccords SPAC I NG: 16.0" S@ Il'08.17.92-73024 at 383 D'Ona fiio Drive,Afadison,N'ixo�vin 53?/9). for wind or anow badr,pro jece speci fie�onr o�apeciel applied loada. q • LYMAN WO:44140 WE:4at412 Truss ID:E TOP CHOROS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oin- Lcca;ions 4x2 SPF 2100f-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 1-1: 25- A- 0 27) 30-10- 8 BOT CHORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 1:�; 27- 7- 4 28) 27- 7- 4 WEBS: 4x2 SPF STANDARD NOTE: Maximim truss spacing is 16.0" o.c. 3) 4- 8-12 15) 28- 9- 0 29) 23- 0- 0 4x2 SPF 1650E-1.5E 2,3.13,15 All COMPRESSION Chords are assumed to be 4) 7- 0- 0 1?) 29-10- 8 30) 21- 1- 0 18,20.21 continuously braced unless noted otherwise. 5) 9- 3- 4 18) 31- 9-12 31) 20- 0- 0 2-4x2 SPF STANDARD 16.19 6> 10- 7-10 19) 33- 9-12 32) 16- b- 8 ..TC...FORCE...CSI ..BC...FORCE...CSf �) 12- 0- � 2�) 36- 1-12 33) 14- 3- 4 1- 2 -42 0.18 37-36 2090 0.33 8) 14- 3- 4 21) 38- 5- 0 �) 12- 0- � 2- 3 -3590 0.3! 36-35 1661 0.67 9) 16- 6- 8 22) 4�-1�- 8 35) 9- 3- 4 3- 4 -3590 0.35 35-34 5449 0.80 10) la- 1- 8 23) 40-10- 8 36) 4- 8-12 1- 5 -5293 0.75 34-33 5161 0.80 11) 18- 9-12 24) 36- 1-12 3�) �- �- 0 5- 6 -5283 0.48 33-32 4009 0.50 12) 21- 1- � 25) 33- 9-12 6- 7 -5461 0.52 32-31 -203 0.09 13) 23- 0- 0 26) 31- 9-12 7- 8 -4009 0.50 31-30 -203 0.10 B- 9 -2080 0.19 30-29 -2860 o.ac ------------ TOTAL DESIGN LOADS ------------ 9-io -2oeo o.ie 29-28 -3335 o.so Uniform PLF From ➢LF To io-ii -zoeo o.i� 2e-2� -sse o.os TC Vert -76 0- 0- 0 -76 12- 0- 0 ii-iz 2eeo o.ae 27-26 -556 0.02 TC Vert -66 12- 0- 0 -66 40-10- 8 iz-i3 5276 o.ee 26-25 zoi o.oe BC Vert -6 0- 0- 0 -6 40-10- 8 ia-ia sz�e 0.8B zs-za eie o.iz Concentrated LBS Location i�-is »se o.s� 2a-2s see o.is TC Vert -544 12- 0- 0 15-16 1756 0.37 �e-i� ��s c o.a a i herebp oot#it�r tltat thls platl. s�b�t�on, pr i�-ie -2oi o.ii �R 18-19 -6 7 8 0.13 w� �� � fi9 Of IA1�9( �1}�/ �� S�ry�gp� 19-20 -855 0.i 4 and !ha! I am a ��+Ey R��t;�rec! p�p/essbnpl E�o� z o-z� -e s s o.�� under ttte laws oi tho Staie oi M9nnesota. 21-22 -30 0.16 .MEB...FORCE...CSI .MEB...f ORCE...CSI ��� � 1-37 -115 0.02 12-30 1115 0.94 2-37 -2213 0.30 12-19 -2712 0.34 2-36 1633 0.31 13-29 -173 0.02 //�, Z �bZ � Q6,SQ• 3-36 -160 0.03 14-29 -2104 0.28 �� � HYQ. NO. 1Z<A� �e-f� 1-36 -1165 0.30 14-28 1719 0.32 �-35 67� 0.57 15-2 ,�1�64 0.03 L 5-3 5 -1 4 � 0 U- �0'tY'St16 0 '+'i 1 2 3 �'35 5 -�0 0.�d 9171 1�91�•Ja4 151617 18 19 20 2� 6-34 15 0. 1 18-26 ,s59 0.07 7-34 -31 0.01 18-25 530 0.45 7-33 -1581 0.39 19-25 -222 0.04 8-33 664 0.56 19-24 19T 0.16 1.5X3.2 8-32 -2101 0.28 20-24 -150 0.03 1.5X3.2 �_2-0 1.5X32 9-32 -141 0.03 ��6.4 225 0.19 W=3X6.4 1.5X3.2 �_2_� 4X72 11-hSX3.=S�1¢6.4p,q61.5X�p-23 -667 0.17 1.SX3.2 1.5X3.2 � 1.5X3.2 3Xi/�0 31lAg3 d�i4 224�12 6�$3X4p4�12 3X6.43X4 3X4 3X4 � � 6X8 ST18-SX10.4 6X6.4 5X46X6.4 8X16 6X8 8X16 ST18-5X10.4 5X4 5X4 6X6.4 6X6.4 � W=3X6.4 W=3X6.4 G aa�o-e 37 36 35 34 33 32 3130 28 2 6 25 24 23 960#3.50" 2347#3.50' 355#3.50" � 40-10-8 /L:23-0-0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST Over 3 Supports scale= 0.1250 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACINCWARNING DESlGN/NFORMATfON � Checked By: Bmcing rhown an d�ii drawing ia not excRon bracing,wind bracing, Thia deai$n'v(a mi u�divi�al6u�ding component and has 6een 6aaed on in fornw- BC�VB 0.0 �S} ponol6raring ar rimilar 6raeing w/�ich u apart a f the 6ui(dina 6on provided by�he cli�nt TG�deaigner discla'uw any respouibility fo.domegra deai6n and which rwrt be corr.ridercd by ehe bu'JdinB darig��. aa a rcau(t o f/m�hy or incornt in/�.matinn,speci f�caAonr and/or designa BC�ad $.0 P� Date•11-2-92 0���O Bmcing shown 4 jw Ianeral au pport o f trura memben only ro x�a fumiilva lo thc avai desigw by�he client and the corncduaa o�accuracy oJ • buckling kngth.Pmvisions muse 6e made w anclw'I�eral6raring rhi.r irtformaaon m ir may�elare m a apeci�icpro�e�t Thir wu has 6ecn TOTAL 55.0 F15f at endr m�d rpeci f'red Iocativns derermined by the building desianer. deai in aecordmice wirh 7P!-8S m�d NDS-SS"to 6e incorpomrcd aa pmr o f Design Criteria•TPI Addirtona(h�acing Of fIl[ONCIGII SWCO(K lMY IX KQWKA. the�efding derign 6y a BuiJding Derigner.Nhen m�i�wed for aPproval6y the LOAD DU R.FAC• 1.00 ' (Sre X!B-91 oJ TPI). Frn ap�ci fic auaa bracing rcquvementa, 6uilding designer,the deaign loadinas rhown must 6e checked w OC NK(IIO1lI1C • --R'OOD TRUSS SYSTEMS- contact building derigner. (Truas Pfate Insaaue,TPI,ir 1«mrA dara ahawn ox in ngrcnrxru wrth the laca!building coder,local dimatic rccordr a�383D'Onofriopri�c,Afad'uon,W'isconrin3?719), fwwindorsnowload.r,projectrpecificatlonaorrpecialappGedloada. SPACING: 16.0" Seqn:08.17.92-73445 LYMAN WO:44140 WE:44141.3 Truss ID:F TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous stronyback. Attach to each oint Locations 2-4x2 SPF 2100E-1.SE 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 13) 20- 8- 0 25) 31- 5-12 BOT CNORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 14) 23- 0- 0 26) 29- 5-12 2-4x2 SPF 2100E-1.8E 1 NOTE: MODI FI ED PLATES 3) 3- 9- 4 15> 25- 3- 4 27) 26- 6- 8 WEBS: 4x2 SPF STANDARD This design contains some plates that 4) 5- 1- 0 16) 27- 6- 8 28) 25- 3- 4 2-4x2 SPF 1650f-1.5E 2.3.13,16 ►vere obtained using the plate monitor. 5) 7- 4- 4 17> 28- 5- 0 29) 20- 8- 0 4x2 SPF 1650E-1.5E 5,8,19,20 User PLATE OFfSETS are noted on the 6) 9- 7- 8 18) 29- 5-12 30) 18- 0- 0 2-4x2 SPF STANDARD 14.17,18 joint detail report: 7) 10- 6- 8 19) 31- 5-12 31) 16- 0-12 All COMPRESSION Chords are assumed to be NOTE: Maximum truss spacing is 16.0" o.c. 8) 11- 6- 4 20) 33- 9-12 32) il- 6- 4 continuously braced unless noted otherwise. 9) 12- 5- 0 21) 36- 1- 0 33) 10- 6- 8 ..TC...FORCE...C5I ..BC...FORCE...CSI 10) 13- 9- 8 ZZ) 38- 6- 8 34) �- 4- 4 i- 2 -sa a.2� 36-35 5950 0.66 11) 16- 0-12 23) 38- 6- 8 35) 3- 9- 4 2- 3 -8584 0.52 35-34 10583 0.95 12) i$- 4- � 24) 33- 9-12 36) �- �- 0 3- 4 -8585 0.62 31-33 8350 0.79 4- 5 -9901 0.84 33-32 7462 0.62 "--"""'" T�TA�- �E$I�N ��A�S ------------ 5- 6 -9901 0.�3 32-31 seoe o.a� Uniform PLF From PLF To 6- 7 -7462 0.33 31-30 -2619 0.08 TC Yert -76 0- 0- � -�fi 1- 9- � �- e -eae4 0.so 30-29 -2619 0.a� TC Vert -317 1- 9- 0 -317 5- 1- 0 8- 9 -6A64 0.39 29-28 -4237 0.45 TC Vert -146 5- 1- 0 -146 10- �- � 9-10 -646! o.si 2e-2� -io�s o.06 TC Vert -66 10- 0- 0 -66 38- 6- 8 io-ii -eis a.ii 17-26 -1076 o.oz BC Yert -6 0- 0- 0 -6 38- 6- 8 ii-iz -e�s o.io 26-25 -184 o.os Concentrated LBS Location iz-is 6253 o.ee zs-2e ao9 o.oe TC Vert -1368 5- 1- 0 i 3-i a 6 2 5 3 0.e e z a-z s 5 7 3 0.i i ( hetaby ooctihr that thia plar�, gp�p�� pr p�R 14-15 2416 0.29 15-16 2416 0.29 w� � � � � V�� � �� �1V�Sbfi �e-» >ea o.os ar�d fha� 1 8m a dt�fy Repla:ered Pe�ctossiotw! Eny�t i�-i e i e a o.o s under the laws ot ttw Sta� o{, �e�s. 18-19 -409 0.05 �1 19-20 -698 0.09 20-21 -698 0.08 - � �i����i.. -..■-�_ 21-22 -19 0.09 . 26.50 .MEB...fORCE...CSi .MEB...fORCE...C51 I���(!'L ' � 1-36 -156 0.03 12-29 -3904 0.39 �p �Q. �1�p, �24� J '"" 2-36 -6312 0.37 13-29 -353 0.03 2-35 3213 0.30 14-2�8-62866 0.29 1 2 3 4 5 6 4-35$ -91437100.29 �� 15-2 2 -le 30.04 �4 15 1617 18 19 20 21 22 4-3t -735 0.18 16-28 -1444 0.36 5-34 -345 0.07 16-26 987 0.84 6-34 1671 0.31 18-26 -400 0.08 6-33 -1255 0.25 18-25 653 0.55 �_2-0 1.SX3.2 1f.�C4.8 906 0.71 19-25 -261 0.05 1•5)(� 1-2-0 TL16-6X17.5 1.5X4.8 6RSl4 -1367 0.ibX4.819-2d 309 $�&SX10.4 W=3X6.4 1.SX4.8 1.5Ji4B � � 1.SX4.8 1.SX4.8X12 6X88-3�/=g�20.02 2og�g -g�(q,g0.03 1,5X4.8 6X8 5X4 5X4 5X4 1 , 8X16 STi&SX10.4 12-$�16 3769 0.3�X16 W=3X6.�L16-6X17.5 W=3X6.4 5X4 5X4 6X6.4 6X6.4 � TL16-t OX13.7 6X6.4 6X12 Ir �"6"� 'L 36 35 34 33 32 31 30 9 28 27 26 25 24 23 2465#3.50' 2662#3.50' 314#3.50" � � C/L:2as-o EXCEPT WHERE SHOWN,AlL PLATES TO BE TEE-LOK 20-GA ST �r 3 Supports scale = 0.1875 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psf Designed By:BS QDQD� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACINCWARNINC DESICNINFORbfATlON � Checked By: Bradna shown on dtis drawing ia not excrion 6raeing,wind b�ing, TMix deri�n ir fw art individud 6uilding mmponent and haa 6ern based on in fo»,�- BC Live 0.0 � polfa!bwcing or sintilar bracing wJuch ir apm�o f the bui1ding don prm�ded 6y rhe cfiertt The deri r dircbirv an rca ruibilit w dama duign and which nurn 6e considend b the bu'Jding derigner. ue a rcau@ of jaJty a incomrd in�mraaon,speci fua��m�d/oi derigna � BC�8d 5.0 Psf Date•10.30-92 B.�ng shown is for/a�na[suppor�of��memben anly�o rrduoe furniahed to the burs derigne�by�dient and the co�rectnesi o�accu�ary of TOTAL 55.0 �l5'F • ����� 6vcMing length.pratieions rwrt!x madt to anchor lateral bradng thi.r in fonnaaon m it may rclatt to a apeci�ic proj'ect ThLv aua.r has 6etn � mendrand.rpecijiedloc�ionsdetemdnedbythebuildingderigner. derignedinaccordaraewith7P1-83"andNDS-86"to6eincorpormedaapmtof DesignCriteria•TPI Addiconal bracin o the overaD advcmrc rrray be nquircd the building duign 6y a BuiWing Duigne�.When miewed for approvd b y the LOAD DUR.FAC: 1.Oo ' (See HIB-91 o f�/.Fo��fic mrar bmcirtg rcquurmenv, 6uilding designn,�he design loadinga rhown muat 6e checked to be surc that the -•W'OOD TRUSS SYSTEMS- mnract building designer. (!rusr Pfa�e Irwdn/u,TPI,ia lac�ed data ahrnvrt arc in agrcrment xith the fncal building codet,loea!c6matic rccorda S PACING• 16.�" Se fl:08.17.92-73039 a[383 D'Ona frio Dnve.Madison,W'isconsin 537191. fw wind w rnow lnads,pro ject speci fications or special applied Ioads. • p LYMAN WO:4414o WE:44142.1 Truss ID:G TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each ci-�; La�ations BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 13i 2�- 0- 0 25) 24- 5-12 WEBS: 4x2 SPf STANDARD on truss vertical. 2) 1- 9- 0 ]•;; 25- 3- 4 26) 25- 3- 4 4x2 SPF 1650E-1.5E 15.16,19 NO1E: Maxinum truss spacing is 16.0" o.c. 3) 4- 0- 4 1=� 27- 6- 8 27) 20- 8- 0 2-4x2 SPF STANDARD 17 All COMPRESSION Chords are assumed to be 4) 6- 3- 8 lb� 28- 5- 0 28) 18- 6- 8 continuously braced unless noted otherwise. 5) 8- 6-12 1?i 29- 5-12 29> 16- 0-12 ..TC...FORCE...C51 ..BC...FORCE...CSI fi) 1�- �- 8 lo) 31- 5-12 30) 11- 6- 4 i- 2 -22 0.�3 34-33 isoe 0.33 7) 11- 6- 4 19) 33- 9-12 31) 10- 0- 8 2- 3 -2566 0.2) 33-32 3131 0.67 8) 12- 5- 0 20) 36- 1- 0 32) 8- (-IZ 3- 4 •2566 0.zs s2-ai sz�o 0.66 9) 13- 9- 8 21) 38- 6- 8 33) 4- 0- 4 e- s -s2�o 0.3� 31-30 30» o.es 10) 16- 0-12 22) 38- 6- 8 34) 0- 0- 0 5- 6 -3077 o.2z 30-29 ieos o.�0 11) 18- 4- 0 23) 33- 9-12 6- 7 -2740 0.19 29-18 -1431 0.08 12) 20- 8- � 24) 31- 5-12 7- 8 -2740 0.19 28-T7 -1431 0.21 e- 9 -2�ao o.so 27-26 -1953 o.z9 ------------ TOTAL DESIGN LOADS ------------ 9-10 -429 o.ie 2e-2s 363 o.iz Uniform PLF From PLF To io-ii -�29 o.�s 2s-ze 92i o.i9 TC Vert -76 0- 0- 0 -76 1- 9- 0 ii-�z 3657 0.9� z�-23 izi3 a.2s TC Vert -86 1- 9- 0 -86 17- 0- 0 i2-�s 3651 0.9� 23-z2 e�s o.Ti TC Vert -66 11- 0- 0 -66 38- 6- 8 i3-�a s9i o.ze BC Vert -6 0- 0- 0 -6 38- 6- 8 ie-is s9i o.2e Concentrated LBS Location 15-16 -921 o.i2 TC Vert . -259 1- 9- 0 16-17 -921 0.09 � � � � �aw � « �� i�-�e -i2i3 0.ia i her r.o�.� 18-19 -1207 0.14 �9-z o -�z o� o.�� �s P�'�P�►ad bY rtw or under rtry dkeCt se�awisiort z o-z� -3� o.�s 8nd thet I e�m a duly Ra�1&teted prot�si0t�f E11pin6�t .MEB...FORCE...CSI .NEB...FORCE...CSI v�� t�9 I�IMB O� tF1Y S�A O� �fNl��, 1-34 -66 0.O1 11-27 -2438 U.33 '���1/�'1./�.p • .�'��51/`��+ 2-34 -1741 0.38 12-27 -IB2 0.02 2-33 1169 0.99 13-27 -1866 0.48 - �,�,�. 3-33 -198 0.01 13-26 1498 0.28 4-33 -628 0.16 14-26 6 3 Q 4-32 145 0.12 15-26 -1�1 �B�Y ���...��� �. �. �2� 5-32 -33 0.01 15-25 33 4 5-31 -235 0.05 17-2 76 0. 5 gg{.g 6-31 131 0.11 17- 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 6-30 -412 0.09 IB-24 -1 5 0.0 7-30 -166 0.03 18-23 -6 0.00 9-30 1028 0.87 19-23 -I51 0.03 9-29 -1514 0.39 20-23 430 0.36 10-29 -193 0.04 ZO-22 -955 0.22 11-29 2047 0.38 1-22 -lol 0.02 W=3X6.4 1.SX3.2 �_2.� � ��� 1.SX3.2 1.5X3.2 1.SX32 1.5X3.2 1.5X3.2 W=3X6.4 1.5X3.2 1.5X3.2 � � 1.5X�1Y8 3X4 3X4 3X4 4X8 4X12 3X4 4X8 3X6.4 3X4 3X4 3X4.8 � B � 4X8 3X8 3X4 3X4 3X8 4X12 W=3X6.�X16 3X12 3X4 3X4 3X6.4 3X6.4 � � � � �}34 �33 32 31 30 29 28 7 26 25 24 23 22 993#3.50' 1976#3.50' 439#3.5W �i 38-6-8 C/L:20-8�0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST Over 3 Supports scale= 0.1875 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psf Designed By:BS �DQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf p-r- BRAClNG R'ARNING DES/GN INFOR61A770N BC LIV@ 0.0 � Checked By: J�-� Bracing rhown on tlti.r drawing is na exc6an 6mcing,wind br�ing, Thi.r dexi�n ir for w individud building ewnyerkn�and has beert 6axd on in fornw- P porra/6radna w rimiJar 6racing which'v a part o f the buiNina tlon prowded by the dient The dai r disclmm.r miY ies ponribility for damagea deri6n md which murt 6e wnsidercd by the 6uildi�ng derigrtn. ar a nau@ of(mdry o/ineorrea in�wma�wn,rpm'f�nns and/or derigrv BC�ad 5.0 P� Date•i o-30-92 ����� &aana shown ir fo'laterd avpport of nuas memben on! m rcdua fumithed W lht duxr derigner by clitnt and the comecdtess or accu�ary of • 6ucklinglrngrh.provirions�mrn&made to anchar Imrm�6rvcing dd.r in fomiarion m it may xlate to a sped�icpro Thie duss hm bmn TOTAL 55A pSf m ends and apeci fied(ocations detennixed by the building deaigner. deai�e d in acco/dance with"TP/d.f'and NOS�ro 6e incorporared oa pare o f Design Criteria•TPI Additionaf bracing o the overa/f.mucarr may(x rcquired rhe bu'Jding design 6y a Building Deaigner.R'hen miewed for aPprovd by the l.OAD DUR.FAC: 1.00 ' (See HIB-91 o f TPl�Fo�aped fic was bracing re �ementa, 6uilding derigne�,the derign laa�n ahown noen be checked to OC NK fllaf 1If[ aa �r -WOOD TRUSS SYSTEAfS- conmct build;,�g deai�nn. (T�uaa P7ate Ircsaiure,TP,ia located dam rhmm art in agrcement with the focd building cvdes,loca(climauc recorda S PACING: 16.0" $@ fl'08.17.92-73045 at 383 D'Orro frio Dnve.Madixon,R'irconsin 53719). for wind or rnow londs,proTect apeci ficetion.r or apeaal op plied loads. q • LYMAN WO:44140 WE:441422 Truss ID:H TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oi�it Locations 2-4x2 SPF 2100E-1.SE 2 � truss rri th 3-lOd nails. Splice stiffback 1) 0- 0- 0 13) 20- 4- 0 25) 31- 2- 4 BOT CHORDS: 2-4x2 SPF 1650f-1.5E on truss vertical. 2) 2- 5- 8 14) 22- 8- 0 26) 29- 2- 0 2-4x2 SPf 2100E-1.8E 1 NOTF: Maximum truss spacing is 16.0" o.c. 3) 3- 7- 8 1�) 24-11- 4 27) 24-11- 4 WEBS: 4x2 SPF STANDARD All C(N�PRESSION Chords are assumed to be 4) 4- 9- 8 16) 27- 2- 8 28) 20- 4- 0 2-4x2 SPF 1650E-1.SE 2.3,16 continuously braced unless noted otherKise. 5) 7- 0-12 17) 28- 1- 8 29) 18- 3- 0 4x2 SPF 1650E-1.5E 5.8.13.19 6) 9- 4- 0 18) 29- 2- 0 30) 15- 8-12 2-4x2 SPF STANDARD 14.17,IH ••TC...FORCE...CSf ..BC...FORCE...CSI 7) 10- 2-12 19) 31- 2- 4 31) 11- 2- 4 1- 2 -55 0.32 35-3/ 5616 0.62 8) 11- 2- 4 20) 33- 6- 4 32) 10- 2-12 2- 3 -7735 o.a2 31-33 9370 o.es 9) 12- 1- 8 21) 35- 9- 8 33> 7- 0-12 3- 4 -7735 o.sa 33-32 �3es o.ee 10) 13- 5- 8 22) 38- 3- 0 34) 3- 7- 8 4- 5 -8659 0.67 32-31 6721 0.56 11) 15- 8-12 23) 38- 3- 0 35) 0- �- � 5- 6 -8659 0.56 31-30 3723 0.38 12) 18- 0- � 24) 33- 6- 4 6- 7 -6721 "0.29 30-29 -2285 0.11 7- 8 -5896 0.31 29-TB -2285 o.sa ------------ TOTAL DESIGN LOADS ------------ 8- 9 -5896 0.39 2e-2� -aeio o.ao Uniform PLF From PLF To 9-10 -5896 o.ao 27-26 -768 o.os TC Vert -76 0- 0- 0 -76 1- 5- 8 io-ii -ioz9 o.io 26-25 �e o.oa TC Vert -317 1- 5- 8 -317 4- 9- 8 ii-iz -io29 o.io 2s-za eie o.ii TC Vert -86 4- 9- 8 -86 17- 0- 0 i2-is si72 o.es 2a-2s 6as o.i2 TC Vert -66 17- 0- 0 -66 38- 3- 0 is-ia si�2 o.ea BC Vert -6 0- 0- 0 -6 38- 3- 0 �a-ts zoae o.2e Concentrated LBS Location is-ie 2oae o.2e TC Vert -1368 4- 9- 8 16-17 -78 0.04 17-18 -78 0.05 � �� �y � �js �� � « �e-�9 -c�e o.oe was WsA�red tno or urfder my direct suporvit�ion 19-20 -838 0.09 � 1 AC� 20-21 -838 0.oe �nd tt►at 1 am a duly R�qister�d p�p,�� �y� 2�-22 -�� o.09 ur� tltA Faws M t�_Sta�a d �Ainn�ph„ .MEB...FORCE...CSI .MEB...FORCE...C51 -�..���� �'�7.�'S[�..J 1-35 -179 0.03 12-28 -3745 0.37 2-35 -5954 0.34 13-28 -346 0.03 26_r� 2-34 2694 0.25 14-28 -2108 0.28 y 3-34 -430 0.08 14-27 1900 0.35 D�� '1-Z►'Q� 4-34 -2079 0.24 15-27 -183 0.04 �, {V�p, �24� 4-33 -767 0.19 16-TA8-3�080 0.35 1 2 3 4 5 6 _3 9137 �0.2611 18- -37 3 U.0714 15 16 17 18 19 20 21 22 6-32 -949 0.19 18-25 592 0.50 7-32 707 0.60 19-25 -234 0.05 7-31 •1141 0.23 19-24 236 0.20 8-31 -86 0.02 20-24 -147 0.03 1_2� 1.5X3.2 14;$J(q,g 2344 0.44 21-24 208 0.18 1.SX3.2 TL16-sX17.5 1.5X4.8 WQ6.� -z9oa o.�Z9Xq,g2i-2s -e6e g��g_5X10.4 W=3X6.4 1.5X4.8 1.5X4.8 � � 1.5X4.8 1.5X4�C12 6X811-3Qy=3�20.05 2�Xf6 3X�.80•02 1.5X4.8 6X8 5X4 5X4 5X4 1 I � 6X12 ST18-SX10.4 6X12 8X16 TL16-6X17.5 ST18-5X10.4 5X4 SX4 6X6.4 6X6.4 � TL76-6X17.5 5X4 W=3X6.4 38- 35 34 33 32 31 30 29 28 27 26 25 24 23 2355#3.50' 2571#3.50' 342#3.50' � 38-3-0 /L:20-4-0 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST Over 3 Su scale= 0.1875 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINC WARN/NG DESICN INFORblAITON � Checked By: � Bmcing ahown on�hia d,awixa is not ercctan 6�ocing,wind 6mcing, This deri�n i.r Ior m�individud buil�n6 component and hm been baxed on in forma- BC�V@ 0.0 � pvitaJ 6racing o�rimilm bracing which ia a pmt o f the bui/ding tion pnvHded by the cGertt.The deai dixlaims anr nsponsibility for damages design md which mwt be conridered by the hui/ding duigno. m a ruult of jo�hy or'vrconect in�Hrnmfwe,aperi fuatlons and/or designr BC Dead 5.0 � �81@:10-30-92 ����� Bmcmg shown ir(o/�arant arrppait of bus:mem6m on! m rcduce furnished m rhe durf drlitgne�by the dient and the rnrrccb�eas o�accumey o f � r buclding kngth Proviaionx mm�be made ro anchor(afe 6meing thia in fonwaon as it moy rc/ate to a aperi,�kpro kct Thia waa has 6ern TOTAL 55.0 atrndrandrpecifiedloracnnrderem�intdbythebuildingdesigner. derignedinaccordancewr�h"TP!-83'md NDS•A6 r��;Mo,�.�d�y a.ro f Design Criteria•TPI Additlona(braring o the mrm11 saucprx may 6e rcquircd the bu'�lding duign 6y a Buildeng Derianu.Whrn m�iewed fo�approvd by rhe LOAD DU R.FAC: 1.00 ' nu /See HIB-91 of TPI.Fw rpoc:'f'u wsr bmcing rcquvemenu, 6uilding designer,the design badinga ahown rro�st be checked[o be aurc[hat du --•R'OOD TRUSS SYSTEAfS- contact bui(ding dui�ne,. (7rusa Pbte lnaatute,TP/,ia focared dara ahmvn nne in ngrarnent with rhe la�a(buifding codea,(ocal climaric rcrn�ds SPAC ING: 16.0" SBC�II'08.17.92-73048 at583D'OnofrioDnve,Llndi.ran,R'irconsin537191. fo�windor.mowtondr,projeurpecifice�onsorrpecialappliedloada. • LYMAN WO:4a1ao WE:aa143.1 Truss ID:J TOP CHORDS: 4x2 SPf 1650E-1.5E NOTE: Maxi mum truss spaci ng i s 16.0" o.c. �:,i�:;. L:,cati ons QOT CHORDS: 4x2 SPF 1650E-1.5E All COhPRESSIOM Chords are assumed to be 1) 0- 0- 0 =' 11-10-12 15) 13- 6- 8 WEBS: 4x2 SPF STANDARD continuously braced unless noted otherwise. 2) 2- 2-10 �� li- 6- 8 16) 11-10-12 2-4x2 SPF STANDARD 4 3) 4- 3- 8 1�:� 15-10- 8 17> 7- 4- 4 4x2 SPF 1650E-1.5E 6 ..Tc...FoecE...cs� ..sc...Foace...cst 4) 5- 1- 0 1;� le- 1-12 18) 6- 7- 4 i- 2 -i2 o.ie 20-19 -688 o.io 5) 6- 5-12 12: 20- 7- 4 19) 4- 3- 8 z- s i�oo o.so 19-18 -693 o.ii 6) 7- 4- 4 13; 20- 7- 4 ZO) 0- 0- 0 3- � i�oo o.so 18-17 -693 o.oe 7) 9- 7- 8 14i 15-10- 8 4- 5 -472 0.10 17-16 1250 0.33 5- 6 -472 0.16 16-15 1727 o.ae ------------ TOTAL DESIGN LOADS ------------ e- � -n2 0.ie is-ia v2� o.ae Uniform PLF From PLF To �- e -i�z� o.zs 14-13 iao� o.2s TC Vert -76 0- 0- 0 -76 5- 1- 0 s- 9 -�iz� o.z3 TC Vert -66 5- 1- 0 -66 20- 7- 4 9-10 -1591 o.2s BC Vert -6 0- 0- 0 -6 20- 7- 4 io-ti -is9i o.iv Concentrated LBS Location ii-i2 -sz o.�a TC Vert -715 5- 1- 0 .ME6...FORCE...CSI .MEB...fORCE...C51 1-20 -98 0.02 7-16 524 0.44 � hYf� � � � 2-20 778 0.66 8-16 -165 0.03 � `T'�Ofl� OI 2-19 -1132 0.27 9-15 -30 0.01 w� � � � Of 1�� �/ �� � 1-19 -1664 o.ss �o-ia -iio o.oi �� f��� � � �' A��� p��ssior►al E� 4-i� iiez o.2e ii-�a eax o.sa la�ws a tho Stata pf Mi�p� 6-17 -162 0.03 11-13 -1063 0.27 ''��s _ 7-17 -855 0.22 12-13 -109 0.02 i-��.��� �ro ' z-yZ �. �vo. ,2� �� 2a�-a 1 2 3 4 5 6 7 8 8 10 11 12 12-8-10� � � 1-6-4 1-2-0 1.SX3.2 1-2-0 .5X32 6X6.4 1.5X32 1.5X3.2 � � .SX3.2 3X6.4 3X4 W=3X4.8 3X4.8 1.5X3.2 3X4 1.5X3.2 3X6.4 _ � � 3X6.4 ST18-SX10.4 3X8 3X4 1.SX32 3X6.4 3X6.4 � W=3X4.8 2a�-a 20 /9 18 17 16 15 14 13 -250 3.50' 2005#3.50' 523#3.50" 2a�-a C/L:43-8' EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST Over 3 Sup rts scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf � BRACENCWARNING DESIGNINFORbtAT10N BC LIV@ 0.0 Sf Checked By: Bwcixg shawn on this drawins is nnt aection braeiny wL�d bracing, Thia deai�n ir fw an individud 6vilding component and hei 6een 6a.xd on in forma- P porta!b�acin ar ibrdla�bracin which ia a of the 6uildiieg tlan provrded 6y the client The defi disda'vru any ruponribiJity for damages g r a derign and which murt be m.vidaied by the uilding deaisner, aa a rcau7t of/a�6y or incorrcct in�om�atinn,apen'fieafiona ond/or duigns BC�8f� 5.0 PS} Date•10-30-92 O���� Bmc+ng ahown i./wl�eml euppwt of was memberr ady to roduce furrdxhed ro tJie wre derigne�6y the clien[and the eomechieaa w aavmey o f ' bucklixg length Prwisienr rrats[be made ta amhnr latern/bracing dtia in fonnation m it may rrla�e m a r peci�icpso Thia truir has 6een TOTAL 55.0 F1S} • ar rnda and aprci f'vd/oca6oru de�emwred by the 6uilding de,nsner. deri��in actordancr with'TPI-8S md NDS�m be incorporated as pan of Design Criteria•TPI Addi6ona16racing of du wcraU,rtn�cmrc may 6e rcquixd, the bui/ding derign 6y a Building Deaianer.When rcviewed for approval6y ehe LOAD DUR.FAC: 1.00 � (Sn H/B-91 oJ TP/).For tpeci fic buaa bratlrtg rcq�ormenu, 6ui(ding duigrter,the design bcdingr shown mun be checked to be mrc that ehe --WOOD TRUSS SYSTEMS- coruacr 6uilding designer. (Tnrsr P(ate Inraa�a,TPl,is located dam shnwn are in agreemera with rhe iocn!6uilding coder,loca(dimatic rceorda SpAC I NG: 16.0" Se Il'08.17.92-73054 at S83 D'Orro(rio Drivt,Ma�'iron,Wisconxui 53719). for wind or rnaw loada,pro%ett speci ficationa os specia!applitd load.r. q • LYMAN WO:44140 WE:a4143.2 Truss ID:K TOP CNORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CHORDS: 2-4x2 SPF 1650E-1.5E � truss witfi 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 11- 7- 8 15) 14- 0- 0 2-4x2 SPF 2100E-I.SE 1 on truss vertical. 2) 2- 5- 8 9) 13-10-12 16) 11- 7- 8 WEBS: 4x2 SPF STANDARD NOTE: MODIfIED PLATES 3) 3- 9- 4 10> 16- 2- 0 17) 9- 8- 4 2-4x2 SPF 1650E-1.5E 2.3.15 This design contains some plates that 4) 5- 1- 0 11) 18- 5- 4 18) 7- 4- 4 4x2 SPF 1650E-1.5E 5.12,13 were obta�ned using the plate monitor. 5) 7- 4- 4 12) 20-10-12 19) 3- 9- 4 2-4x2 SPF STANDARD 16 User PLATE OFFSETS are noted on the 6) 8- 9- 4 13) 20-10-12 20) 0- 0- 0 NOTE: Maximim truss spacing is 16.0" o.c. �a_oint detail report. 7) 9- 8- 4 14) 16- 2- 0 All C(X�PRESSION Chords are assumed to be ..TC...FORCE...CSI ..BC...FORCE...C51 continuously braced unless noted otherwise. ------------ TOTAL DESIGN LOADS ------------ i- 2 -ss o.2e zo-i9 6o9e 0.66 Uniform PLF From PLF To 2- 3 -8816 0.54 19-18 10876 0.99 TC Vert -76 �- �- Q -�f> 1- 9- � 3- 4 -8816 o.es �e-�i 9»e o.9i TC Vert -317 1- 9- 0 -317 5- 1- 0 e- s -iosoo o.e3 1T-16 9»e o.e2 TC Vert -66 5- 1- 0 -66 20-10-12 s- e -�asoo o.» i6-is �2os 0.66 BC Vert -6 0- 0- 0 -6 20-10-12 s- � -iosoo o.�� is-�i �2os o.92 Concentrated LBS Location �- s -e�si o.s� �4-is 2909 o.s9 TC Yert -1368 5- 1- 0 8- 9 -8131 0.58 9-10 -5311 0.31 �o-i i -s s i i o.2� 1 hor�bY �Y t� this plart� s�ec�f'�ti�� pr �pR 11-12 -37 0.14 .MEB...FORCE...CSI .MEB...FORCE...C51 w� PreP�d by mq or uader my di�e�t superyisbn i-z o -�c o o.o a �-�e -i i s e o.z 6 and tha! 1 am a duty Regi�!�sred protocsionol E�By�ep� 2-zo -ca�o o.s� e-ie -ii� o.oz u ttw kpwa ot tha $�a ot �, 2-19 3315 0.31 9-16 1645 0.31 rK���• -��� 3-19 -475 0.09 9-14 -2042 0.27 0-19 -2512 0.30 10-14 -173 0.03 4-18 -405 0.10 11-14 2590 0.24 5-IB -140 0.03 11-13 -3074 0.31 7-18 774 0.66 12-13 -114 0.02 D�Q �/'��� 7-17 42 0.04 --__�..�.,� �, �, ���� 26.50' YP• 2o-�a�2 1 2 3 4 5 6 7 8 9 10 11 12 10-8-15� � � 1-7-9 �_2� .5X32 1.5X3.2 1_2-0 TL16-6X17.5 W=3X4.8 1.5X4.8 1.5X4.8 � � .5X4.8 1.5X4.88X12 1.SX4.8 6X8 ST18-5X10.41.SX4.8 6Xt2 1 � TL16-SXi7.5 8X16 4X6.4 ST18-SX10.4 6X12 STtB-5X10.4� 1.SX4.8 W=TL16-3X11.2 � zo-�a�2 � 19 18 17 16 15 14 13� 2522#3.50' 1233#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTHACTOR. TC Dead 10.0 � BRACINGWARNING DESIGNINFORiNATION � Checked By: Bracing ahown on dw drawing ir na ercc6nn 6mcing,wind 6mcing, This deai�n ia fa an indivi�al bui/ding comyonent and haa 6een based on in f�- BC Live 0.0 � porta/6racing o'�aimilar bmcing which'v a paK of t!m bui/ding lion prov�ded by lht clirnt The deri�ner dlrc/aimr any nsponribility far damagu BL•�8d $.0 design and whitl�murt be conridered by fhe 6uilding derigner. aa a rcsult o f fmrfty or inromrcf ixformatlon,apeci fuafiont and/o�desiaru P� �ate•�asas2 O���� Bmcing shown is/w lahrd mpport of wxa membe��a on1y m nduee fumiahed w tXt ovrt desipnr 6y tXe dient and the rorrccburr or accumey o f . � 6uckling length.Pro�vivnr must fx made m andw�/arerd 6�acing dda in fornwtlnn m it may�rfare to a a ped jicpn a.Tlda trua.r haa been TOTAL 55.0 PS/ ar enda and speci f'rcd locaconr dnemrined 6y thc bui)ding derigner. desi�in aeeordm�ce with TP/�85"and NOS�'w 6e incorporated as pmt o f Design CrNeria•TPI Addieona(b�acingo the overal(awcarrc may 6e rrquind the 6u'Jding derign by a Building De.rigner,fVhen xviewed for aPprovd by ehe LOAD DU R.FAC. 1.00 ' (See H!8-91 of TPI�For a ci fic tews bmcrng�eequuemexu, building designer,the duian badinaa ahown must!x checked m OC NK ll101 flll ---WOOD TRUSS SYSTEMS- co.vact building designer. ��s Plau Ina6n.u,TP/,ia locaad dara ahawn are in ogrcemerrt wirh rhe local building eodea,/ocal climaac rcco�dr SPACI NG• 16.0" S@ II'08.17.92-73068 at S83 D'Ono frio Drive,Madiaon,Wuconrin�3�19). fo,wind or inow(oadr,projecr rpeci fica�oru or s pecin(appGedloadx. • �I • LYMAN WO:441ao WE:44143.3 Truss ID:L TOP CNORDS: 4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CNORDS: 4x2 SPF 165UF-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 11- 7- 8 15) 14- 0- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 1• 9- 0 9) 13-10-12 16) 11- 7- 8 4x2 SPF 1650E-1.5E 3.14 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 0- 4 10) 16- 2- 0 17) 9- 3- 8 All COMPRESSION Chords are assumed to be 4) 4- 9- 4 11) 18- 5- 4 18) S- 6-12 ..TC...FORCE...CSI ..BC...FORCE...CS[ COf1t7f1U0US�y bPaC2d unless noted otherwise. 5) 6- 3- 8 12) 20-10-12 19) 4- 0- 4 1- 2 -23 0.09 20-19 1541 0.34 6) g- 6-12 13) 20-10-12 20) 0- �- � 2- 3 -2716 0.T5 19-18 3495 0.72 �) 9- 3- 8 14) Ifi- 2- � 3- 4 -2716 0.22 18-17 3959 0.81 e- s -z�ie o.zs >>-�e 3959 o.e� ------------ TOTAL DESIGN LOADS ------------ 5- 6 -3959 0.40 �s-�s as2a o.�� Uniform PLF From PLF To 6- 1 -3959 0.32 15-1� 3524 0.�4 TC Vert -76 �- �- � -76 1- 9- 0 7- 8 -3963 0.59 11-13 1612 0.37 TC Vert -66 1- 9- 0 -66 2�-1�-12 8- 9 -3963 0.�o BC Vert -6 0- �- � -6 20-10-12 9-10 -2767 o.2s Concentrated LBS Location io-ii -2�e� o.zs TC Vert -259 1- 9- 0 11-12 -37 0.13 .NEB...FORCE...C51 .MEB...FORCE...CSI I ftA�6� C9fN�t �At �U9 ��p 1-20 -77 0.02 7-16 4 0.00 �� ��� « h 2-20 -1183 0.39 8-16 -169 0.03 w� � � ri14 Ot U.�� R1Y �� �y(Sjpn 2-19 1292 0.24 9-16 483 0.I1 � th� � � 8 ,i.,f,• ����� ���t � �i�n� 3-19 -157 0.03 9-14 -833 0.22 �lA {a1W8 O� t�N �@ d �111�, 5-19 -857 0.22 10-14 -153 0.03 5-18 510 0.13 11-11 1269 0.24 ��� 6-18 -144 0.03 i1-13 -1718 0.4/ 7-17 -50 0.01 12-13 -118 0.02 Dmo ���%.. .+...._ ii9g. NO. 124d9 21 'l�P• I �. 20-10-12 1 2 3 4 5 6 7 8 9 10 11 12 8-11-2 � � � a�-a 1-2-0 1.5X3.2 �-2� .5X3.2 W=3X4.8 1.5X3.2 � � .5X3.�iX8 t.5X32 3X4.8 1.SX3.?)C4 1.5X32 3X4.8 1.5X3.2 4X8 _ 9 � 4X8 3X8 1.SX3.2 3X4.8 W=TL16-3Xt 1.2X8 4X8 � 3X4 � 20-10-12 � 20 19 18 17 16 15 14 13 1021#3.50' 788#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST scale= 02500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACINGWARNING DESIGNINFORMAT/ON � Checked By: Bracin +hown on tltis dmwing is�ro!trcecon b�acin,wind bmcing, Thia de.ri$n it for an indivi�d building eo.mpnneni and hoi bern band on in fo�- BC Live 0.0 pS} �ro g porfal �acing or similar bracing which ir a part o f the 6ui/dfng tlon p'w�ded by the ditnt The dr:i �durlaima an retponribilily fo�damagta desigrt m�d whith rrmst 6e considercd 6y the huilding drsigner, m a rciu(t of jauhy or incorrcd in om�ationn,speci fuaoont and/or designr BC�8d $.0 �Sf Date:i asa92 Bracing�hown L for faterd au pport o f wrs memben an!y to rcduce fumished to dfe bu.rr deJigner 6y�lient and the mrrccbieaa w accuracy o f TOTAL 55.0 � ����� 6uclding kngth Provisiau muN be mnde m anchor laurd bracing this in fom�adon aa it may rclate ro Q apeei�icpn'ect Th'v bur�has been at enda mid aprci f'red loc�onx derermincd 6y the building designer. designed in accordance with"TP/.8S'and NDS�to 6e inmrparated a1 pan o f Design Criteria:TPl Addi�ond bracing o the ovt'aQ aovco�rc may 6e rcquircd the 6u'Jding deaign 6y a Building Derigner.R'hen rcviewed fos approvd 6y the LOAD DUR.FAC: 1.00 (Sre HIB-91 o f TP!f For a ci fic dutt bracingnqu urmenu, 6utlding de.rigxt�,dtt design loadinaa thown must 6e chetktd to be aure tltat tht --A'OOD TRUSS SYSTEAIS- contact building dui�ner. �1r Plate!nr[in�te,TP/,is locared data shown a�e in agrcement with rhe/nw/building codtr,bca!cWnaac rccordr SPAC I NG• 16.0" SB fl'08.17.92-73053 at 383 D'Onn frio Dnve,Madiaon,Wiacon.rin 33719J. for wirrd or aww(oads,pro/ed aptti fita8ona o�apecial appGed/oadr. • q • LYMAN WO:a4140 WE:44144.1 Truss ID:M TOP CIIORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint locations QOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8; 11- 7- 8 15) 14- 0- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 1- 9- 0 �) 13-10-12 16) 11- 7- 8 4x2 SPF 1650E-1.5E 3.15,16 NOTE: Maxi mum truss spaci ng i s 16.0" o.c. 3) 4- 0- 4 1Gi 16- 2- 0 17) 9- 3- 8 All COMPRESSION Chords are assumed to be 4) 6- 3- 8 1:? 18- 5- 4 18) 8- 6-12 .. TC...FORCE...C51 ..BC...FORCE...CSf COfIt1�U0U51y b�aCCd unless noted otherwise. 5) 8- 6-12 12) 20-10-12 19) 4- 0- 4 1- 2 -13 0.09 20-19 1641 0.35 6) 9- 3- 8 13) 2�-1�-12 20) 0- �- 0 2- 3 -2951 o.2e i9-ie 3863 o.ei 7) 10- 1- 8 14) 16- 2- 0 3- 4 -2951 0.T7 18-17 4434 O.B9 4- 5 -4434 0.58 17-16 1537 o.9i ------------ TOTAL DESIGN LOADS ------------ 5- 6 -4531 o.s3 ie-ts d352 o.9i Uniform PLf From PLF To 6- 7 -4636 0.63 15-14 4352 0.91 TC Vert -76 0- 0- � -�( 1- 9- 0 7- 8 -1636 0.66 1l-13 2210 �.48 TC Yert -66 1- 9- 0 -66 l4- 0- 0 8- 9 -1636 0.48 TC Vert -121 l4- 0- � -121 20-1�-IZ 9-10 -3617 o.�e BC Vert -6 0- 0- 0 -6 20-10-12 io-ii -aei� o.�s Concentrated LBS Location ii-i2 -4e o.z� TC Vert -259 1- 9- 0 .NEB...FORCE...C51 .MEB...FORCE...CSI i-zo -ei o.oz 6-16 ioe o.09 � ha� � � �� � . 2-19 1441 0.27 9-16 312 0.26 �9 Q�fMd �� �•�� « � 3-19 -]55 0.03 9-14 -B09 0.21 � m� �� ��� � d�� �A1V�bf1 4-19 -1003 0.ze io-�� -z�9 0.os � �ffi � � a �Y ReA�'•��d p�pfQg�iD�fei e-ie sz� o.s3 ii-i� isoe o.z9 � the laws Cf ths State p! � E��► 5-18 -233 0.05 11-13 -2356 0.32 '���v"� 5-17 179 0.25 12-13 -214 0.04 , 6-17 -152 0.03 Data,,,,u-Z-�!Z _ q�. No. 12�9 �26.50' I '1P• I • 20-10-12 1 2 3 4 5 6 7 8 9 10 11 12 &11-9 � � � 0-6-6 �_p-0 1.5X3.2 �-2� .5X3.2 W=3X4.8 1.SX3.2 � � .SX3.1X12 1.5X32 3X6.4 3X43X4 1.5X32 3X4.8 1.5X32 4X12 9 � 4X8 4X8 3X43X4 3X4.8 3X12 4X12 � W=TL16-3X112 � 2o-�a�2 19 18 17 16 15 14 13� 1083#3.50' 1105#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale = 02500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS ,QaQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.o pst p.{__ BRACINGA'ARN/NG DESICNINFORMATION BC Live 0.0 Sf Checked By:l�•l Bracing rhown on thir drawrng'v not ercccon 6racing,wind 6racing, Thia de�i$n ia for an indivi�n(buifdina component and har 6een 6aaed on in forma- (� porta!bracing or rimilar 6racing wluch ir a part of fhe 6ui/ding tion pro�aded 6 y rJre cGent The de.ri �diac%un.r an y,e:ponaibiliry for damagea BC Dead 5A PSf deaign and whuh mua bt conaWercd by the Lvildina detianer. ax a rcxult o f(auky or incomec[in onnaconn,tptd fica0ont and/m darigne Date:10-30-92 0���� Branng ahvwn u(w fahrol su pport of buss memben an! to/rduce furnixhed Ia the tnea:desianer by elitnt and fhe come�reai o�atcumey of TOTAL 5$.0 S} n�. P buckling kngth.Provirion.r mun be made w anchor bmcing du.r in forn�afion m il may rclau m a speel�icpro�ct Thie buas has barn atcndsandaprcifiedloca6vnade�em`inedbythebuildingdeaigntr, derignedinaccordanctwith'TPI-85'midNDS-B6'wbeincorporatedaapartof DesignCriteria:TPl Addidona!6mcing o the weraII swcarc may be rcquind. the 6u'Jding de�ign 6y a Building Derigner.R'hrn rrviewed far approvd by th� LOAD DU R.FAC• 1.00 (See N!B-91 oJ TPl�Fm rpm'fic tnrrt 6raang rtquvements, building designer,the duign foadings rhawn»wa[be checJoed to be sux rhat the � --WOOD TRUSS SYSTEMS- contact building dui$no. (Trura Plate Inatitiie,TPJ,ia/ocared data ahown arc in agreemert with rhe/oca(building codea,loca!cGmaac recordr at583D'OnofrioDnve,Madison,A'ircan.rin537!9i. fo�xdndorrnowbada,projeuapecificotlorvorspecialappliedbadr. SPACING: 16.0° Seq�:08.17.92-73061 LYMAN WO:44140 WE:44144.2 Truss ID:O TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CHORDS: 4x2 SPF 2100E-1.8E � truss witt� 3-lOd nails. Splice stiffback 1) 0- 0- 0 9) 15- 1-12 17) 12-10- 8 4x2 SPF 2400E-2.OE 1 on truss vertical. 2) 2- 5- 8 10) 16- 1- 8 18) 10- 6- 8 WEBS: 4x2 SPF STANDARD NOTE: Plaximim truss spacing is 16.0" o.c. 3) 4- 8-12 11) 17- 5- 0 19) 9-11-12 2-4x2 SPF STANDARO 2 All COMPRESSION Chords are assumed to be 4) 5- 4- 8 12) 18- 5- 4 20) 7- 7-12 2-4x2 SPF 1650f-1.5E 3.17 continuously braced unless noted otherwise. 5) 7- 7-12 13) 20-10-12 21) 4- 8-12 4x2 SPF 1650E-1.5E 16 6) 9-11-12 14) 20-10-12 22) 0- 0- 0 ..TC...fORCE...C51 ..BC...FORCE...CSI �) 1�- 6- 8 15) 17- 5- 0 i- 2 -se o.ie 2z-zi 3262 o.3e 8) 12-10- 8 16) 16- 0- 0 2- 3 -5975 0.38 21-20 6611 0.71 3- 6 -5975 0.33 2o-i9 ��sz o.se ------------ TOTAL. DESIGN LOADS ------------ a- s -�a2� o.so i9-ie »s2 o.es Uniform PLF From PLF To 5- 6 -7427 o.sa ie-» ��s2 o.es TC Vert -76 0- 0- 0 -76 5- 4- 8 6- 7 -7752 o.s2 i�-ie �isz o.�9 TC Vert -66 5- 4- 8 -66 14- 0- 0 7- 8 -7745 0.61 16-IS 7132 0.95 TC Vert -121 14- 0- 0 -121 20-10-12 8- 9 -7745 o.s9 is-ia a3se o.s� BC Vert -6 0- 0- 0 -6 20-10-12 9-10 -6047 o.si Concentrated LBS Location 30-I1 -6047 o.si TC Vert -600 5- 4- 8 ii-i2 -eoa� o.ze TC Vert -861 ll- 5- 0 12-13 -3� 0.26 .MEB...FORCE...C51 .MEB...f ORCE...CS! I �}Q�O�.�r � �� � �� « 1-22 -137 0.03 1-18 -9 0.00 �DI'� 2-22 -3482 0.35 7-17 -6 0.00 �� � � m� � Utlf�@r 1� (�� z-zi 2954 0.ze e-ii -zso o.oa end ltwt � am a dt�ly q�p�,� p�p���� 3-21 -184 0.04 9-17 667 0.56 U�� t� �9 � t� � d � 9-21 -1154 0.23 9-15 -11B2 0.30 4-20 887 0.75 11-15 -1129 0.22 � �. ��� 5-20 -194 0.04 12-15 2339 0.44 �us� 6-20 -352 0.09 12-14 -4671 0.2T 6-19 17 0.01 13-14 -207 0.04 Date- 1�'Z�Z pop, No, f 2489 2� 2o-ia�2 1 2 3 4 5 6 7 8 9 10 it 12 13 10-3-2 � � � o-s-a 1-2-0 1116-8Xt7.5 1-2-0 .5X32 6X6.4 W=3X4.8 1.SX3.2 � .SX4.8 8X76 1.5X4.8 1.SX4.8 4X44X4 1.5X4.8 6X6.4 3X6.4 1.5X4.8 � B � 4X12 8X16 3X6.4 1.5X3.2 3X6.4 N=3X86X12 6X12 � 1.SX3.2 W=TL16-3X112 � 2o-�a�2 �22 21 20 1918 17 16 15 14 � 1464#3.50' 1968#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve ao.o psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf p� BRAC/NCWARNING DESICNIN£ORMATION BC L1V@ 0.0 Checked By: Ki) Bracing shown on dtit d�awing ia nd meetinn 6racina,wind 6racing, ThEr desi�n'v for on uidividud building mmponent and haa 6een baaed on in forn�a- � poxd bsacing o�ainula�6�acinq which u a part of the buildin; Con prowded by the tfient The dtai r diacla�mt an�rcaponaibi/ity fo�damagts � derign and w/uch must(x conridend by fhe buiWing deaig/�er. m a rcm7t of fa'hy m ixtornt ln�imwtlon,ip�et f�cationt and/or deaignt BC�8f� 5.0 pst p�e•1 asas2 ����� Bmcutg rlwwm ia jor lateral tupport o f nuss membor on/y to rcdutx fumiahed fa fht Ovtt derigrte�6y dunt mtdlhe cor/ectnea:or accuracy of TOTAL 55.0 • buckling 4ngth Provisiona murt 6e made to anchor lye�a]6mcing this in formaaor m it rnoy refate to a aped�kpn kct Thir dvas haa been (� a�endaandepecifiedbcaaonaderermined6ythebuildingdesigrter, deaigxedinacco�darocYw&h'TPI-BSand NDS-86 tobeixco�po�atedaapmtof Deslgn Criteria•TPI Additional bracing o dm overa0 aavcturc may 6e rcquixd the bu'Jdin;desian by a Building Derigner.When rrviewed for approval6y the LOAD DUR.FAC: 1.00 ' (See H!8-91 o f TP(�Fo�speci fic auar 6wcing rcquuementr, bui/ding darigner,the de.rign loodings shown mun be checked to be surc that the -WOOD TRUSS SYSTEMS- mntact 6uilding deaigner. (Tnrrs P/are/na�a,TP7,i.r locat�d data:hown crc in ngreement wirh the local buitding codes,locd clima6c rcco�dr S PACING: 16.0" Se Il:08.17.92-73072 at 583 D'Ono frio D.ive,Madiron,R'rxonsin 33719). for wind or rnow loads,pro jeU rpeei ficadona or rpecial applied loadr. q LYMAN WO:a474o WE:44145.1 Trucs ID:N TOP CHORDS: 4x2 SPF 1650E-1.5E Zx6 continuous strongback. Attach to each oin* Locations 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 4: 15- 1-12 17) 12-10- 8 BOT CHORDS: 4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 5- 8 1Q 16- 1- 8 18) 10- 6- 8 WEBS: 4x2 SPF STANDARD NOTE• Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 11; 17- 5- 0 19) 9-11-12 Z-4x2 SPF STANDARD 2,17 All COhPRESSION Chords are assumed to be 4) 5- 4- 8 12'� 18- 5- 4 20) 7- 7-12 2-4x2 SPF 1650E-1.5E 3 continuously braced unless noted otherwise. 5) 7- 7-12 13> 20-10-12 21) 4- 8-12 4x2 SPF 1650E-1.5E 16 6) 9-11-12 14) 20-10-12 22) 0- 0- 0 ..TC...FORCE...C51 ..BC...FORCE...CS1 7) 10- 6- 8 15) 17- 5- 0 1- 2 -39 0.11 22-21 2996 0.43 8) 12-1�- 8 16) 16- 0- 0 2- 3 -5388 0.58 21-20 5986 0.80 3- a -ssee o.3e zo-i9 eeaz o.90 ------------ TOTAL DESIGN LaADS ------------ a- s -ese� 0.90 i9-ie eso2 o.e9 Uniform PLf From PLF To 5- 6 -6587 0.97 18-IT 6802 0.90 TC Vert -76 0- �- d -76 5- 4- 8 6- 7 -6802 o.si i�-ie 5951 o.e2 TC Vert -66 5- 4- 8 -66 20-10-12 7- 8 -6571 0.9� ie-is s9si o.ei BC Vert -6 0- 0- 0 -6 20-10-12 B- 9 -6571 0.79 15-14 3584 0.49 Concentrated �g$ �OC�t1011 9-10 -1985 o.ss TC Vert -600 5- 4- 8 10-11 -d985 0.�a TC Vert -867 17- 5- 0 11-12 -4985 0.37 I 2-13 -/0 0.i s ( hK�ab� drttf�r that ttti� pt�, �p .NEB...FORCE...CSI .MEB...FORCE...CSI w� � a fIBpOR i-zz -�zs a.oz i-ie s o.00 p�'� bY � or ur�der my d�g� s�� z-z z -s z z a o.s z �-i� -z s z o.o� 8nd thet 1 t�rtt a d-.�y Repis!cred ProlosBiora�l E 2-Z1 2631 0.25 B-17 -153 0.03 V� t� �s � t�� � � fl�flpf 3-T1 -110 0.02 9-17 691 0.58 4-21 -1134 0.23 9-15 -3063 0.27 J'�� 4-20 661 0.56 11-15 -965 0.19 • 5-20 -164 0.03 12-IS 2001 0.37 6-20 -234 0.06 12-l l -3864 0.39 6-19 10 0.O1 13-14 -142 0.03 Dffi�_!/Z-QZ RoS. Pb. 12d89 � 2o-ta�2 1 2 3 4 5 6 7 8 8 10 11 12 13 �a�-2 �1 ��� o-s-a �_2_� TL16-6X13.7 �_2,� .5X3.2 W=3X4.8 1.5X32 � .SX32 6Xt2 1.5X�7(4 1.5X3.2 3X43X4 1.5X3.2 3X6.4 3X4 1.5X32 � 9 � ST18-SX10.4 6X12 3X6.4 1.SX3.2 3X6.4 W=TL16-3Xt 1.2 ST18-SX10.4� 1.5X32 ST18-SX10.4 N=1.5X3.2 � 20-10-12 �, �22 21 20 1918 17 16 15 14 1402#3.50' 1651#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 p�f Designed By:BS QDQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRAC/NC WARNING DESIGN INFORMATION � Checked By: � Bracin rhawn on th'v dmwina u noe oecann bracing,wind bwring, This deai�n'v w an individud buiWing rn�mpnnent and has been 6ased on in fomw- BC LI V@ 0.0 �,ffif g m pa�ta(bmcina w similm 6racing wldeh ir a o f the buildin6 den piwided y the cfient The dui dircl��rrv any nsponsi6iL'ty for damagea dirc!' deaignmdwhichiroeeatbeconridered6ythe uildingduip�u. ara'e.�uhoffa`dtyorfnmmcein�rmatlen,rpec�'ficationaand/rndesigw BCQ@8d 5•0 p�f Date•11-2-92 ����� ro 8 G • Braang ahown is)wlateml rn ppat o f was member�s only to rcducr fvmi,rhed ro dre trurs de+igner 6y the eLent andWe correctnesr w accvracy of buclding lmgek Provuion.t irmn 6e�nade to anclw/loteml bmring ehis in fonn�m�ai&may rielate w a apecf�icpro,�ea.Thir ausf har 6ern TOTAL 55.0 �f rm ���=r�+T���•�Er r�b�,u�,+a��.. a�rimed in accordance wirh TP!-85"and NOS-86'r�s«,�,��,�o f Design Criteria•TPI Addi�ortal6racing of d�ewemQawcprrcmaybercquixd dteduildingdcrignbyaBuildingDeaiano.WhenrrvieK+edforapproval6ythe LOAD DUR.FAC: t.00 ' (See HIB-91 of TP/).Fw a 'fic wa:6�acing rcquurmentr, build�fg deaigner,the duign►oa�nga shown mux be checked to 6e aurc thnt the -•WOOD TRUSS SYSTEdlS- contact huilding derigner. �urr Plaie In.rrirute,TPI,it located data rhown mr in agrcement with the locd building codes,bcd dimarie rcwrdr �383D'Onn,irioDri�t,dfadisan,A'ircan.rin53719). forwineoranow(oadr,projtdspecif�,�.,o.:y«�ieppr,�dt��. SPACING� 16.0" $@(�fl:08.17.92'73439 LYMAN WO:4414o WE:441452 Truss ID:P TOP CHORDS: 4x2 SPF 1650E-1.SE NOTE: Maximum truss spacing is 16.0" o.c. oint Locations BOT CHORDS: 4x2 SPF 2100f-1.8E All COhPRESSION Chords are assumed to be 1) 0- 0- 0 6) 9- 0- 8 11) 6- 8- 8 WEBS: 4x2 SPF STANDARD continuously braced unless noted otherwise. 2) 2- 5- 8 7) il- 3-12 12) 5- 4- 8 4x2 SPF 1650E-1.5E 2.3.10 3) 4- 8-12 8) 13- 9- 4 13) 4- 8-12 ..TC...FORCE...C51 ..BC...FORCE...CSI 4) 5- 4- 8 9) 13- 9- 4 14) �- 0- 0 i- z -si o.ie ia-is zoie o.30 5) 6- 8- 8 10) 9- 0- 8 2- 3 -3476 0.35 13-12 3632 0.84 3- 4 -3476 0.58 12-11 3632 o.ea ------------ TOTAL DESIfN LOADS ------------ 4- 5 -3632 o.ez ii-io 3632 o.e2 Uniform PLF From PLF To 5- 6 -2736 0.42 10- 9 1601 0.26 TC Vert -76 �- �- � -�fi 5- 4- 8 6- 7 -2736 n.2s TC Vert -66 5- 4- 8 -66 13- 9- 4 �- s -ao o.ia BC Vert -6 0- 0- 0 -6 13- 9- 4 Concentrated lBS Location .MEB...FORCE...C51 .NEB...FORCE...CSI TC Vert -696 5- 4- 8 1-14 -119 0.02 5-11 145 0.12 2-14 -T160 0.29 5-10 -980 0.25 ' `__ , � � � 2-13 1603 0.30 6-10 -125 0.02 ��R� !�y�,,� 3-13 -251 0.05 7-10 1242 0.23 w� � �'�"�^'��� a ��QR 4-12 -254 0.05 B- g "1799 0.02 �111d �i��a � « Y�� � �� ��E�Ol1 � th� laws of t� �� �^�� �- , Dst°l�s,G,_--,Z---- RoQ. No. 12469 26.50' 13-9-4 1 2 3 4 5 6 7 6-0-8 � � � 1-2-8 .5X32 1.5X3.2 .SX32 4X12 t,5X3.73X4 3X4 � 1.5X3.2 4X8 1.5X3.�� � 1-2-0 1-2-0 � � 4X8 3X121.5X32 1.5X3.2 3X8 4X8 13-9-4 14 13 12 11 10 973#3.50' 786#3.50' � 13-9-4 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.5000 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o pst Designed By:BS QaQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRAClNG R'ARNINC DESICNlNFORNATION � Checked By: � Bradng ahown on thir dmwing is not erec6on bmcing,wind bmdng, Thir deai�rt'v fw an individud buiJding component and har been baxd an in forma- BC�V@ 0.0 PSf portd bracing or rimifar bracing which u a part o f the buildina 6on prcrv�ded by the dient The desi dix/a'uns an y responsibitity fw damagu dengn and which rrorx be mnxidrrcd by�he 6ui/deng derigw. as a result o f fm�hy m ineomat in�,spect fuatlans and/o.deaignr BC�ad 5.0 � �81@•�aaa92 ����� Braang ahown ir jw)ttem!nrpptm of tnerr memben on1y to re�rtx fumGhed to J�t bvar deaigntr by tht client andthe corrctbasa or accumcy a f • 6uckling kng�h.Provisinns mun be made m anehor/aterd br�rng rhu in jom�nn aa!t may nlate to a apeei�ic pro ecf.This duar hae been TOTAL 55.0 F1S1 . atendrandrpedfied(oc�oudetemiined6ythe6uilding�eerisxr. deai dinacrnrdancewith"TPI-85'andNDS�"tobeincorponueda.rpaxof DesignCriteria:TPi n Ad�dom!6mcing o the mrra0 rnucwn may be rcquircd the uilding detiart 6y a Building Deaignn.When rcvi�wed for approvd 6y tht LOAD DU R.FAC: 1.00 (See HIB-9]o f TPI� Fw rpect fic trusr 6racing requixmerttr, buiidin6 derigne�,the design bodin6a s)rawn r�wst 6e chtcked tn&aurc dwt the �w --WOOD TRUSS SYSTEMS- mntaa building designer. (Truri Plate Instiwte,TPI,is locmed datn:hown arc in agrcement with the locn!building codes,locd cGmatic reco�ds S PAC ING• 76.0" $@ fl'08.17.92-73080 at�83D'OnofrioDrive,Madiaon,Wirconsin53719). forwindo�.rnowloada,projectapecif'ication.torspecialapp&dloadf. • q • LYMAN WO:44t40 WE:44145.3 Truss ID:Q TOP CHOROS: 4x2 SPf 2140E-1.8E NOTE: Maximum truss spacing is 16.0" o.c. oint Locations BOT CHORDS: 4x2 SPF 2100E-1.8E All COMPR[SSION Chords are assur�d to be 1) 0- 0- 0 6) 9- 0- 8 il) 7- 4- 4 WEBS: 4x2 SPf STANDARD continuously braced unless noted otherwise. 2) 2- 5- 8 7; 11- 3-12 12) 3- 9- 4 2-4x2 SPF 165aF-1.5E 2 3) 3- 9- 4 8} 13- 9- 4 13) 0- 0- 0 4x2 SPF 1650E-1.5E 3,10,I1 ,,TC...FORCE...CSI ..BC...FORCE...C51 4) 5- 1- 0 91 13- 9- 4 1- 2 -45 0.21 13-12 43�5 0.60 5) 7- 4- 4 1�) 4- �- 8 2- 3 -6153 0.61 12-11 7378 0.99 3- 4 -6153 D.68 11-10 5962 o.�i ------------ TOTAL DESIGN LOADS ------------ 1- 5 -5962 o.e3 io- 9 2594 o.3e Uniform PLF From PLF To 5- 6 -4657 0.a2 TC Yert -76 0- 0- 0 -76 1- 9- 0 6- 7 -4657 0.aa TC Vert -317 1- 9- 0 -317 5- 1- 0 �- e -a� o.i o BC Ver t 66 0- 0- 0 66 13- 9- 4 .YEB...FORCE...C51 .MEB...FORCE...CSI Concentrated LBS Location 1-13 -168 0.03 5-11 663 0.56 TC Vert -1368 5- 1- � 2-13 -4721 0.27 5-10 -1533 0.31 1-12 2269 0.42 6-10 -119 0.02 3-12 -423 0.08 7-]0 2269 0.42 � �10fY� O@f�l �� �j� F�lart. spec�fication. or repc�rt 1-12 •1564 0.33 7- 9 -2187 0.38 e-i� -i s s e o.a o e- 9 -i o s o.o t ��� �Y mo � undat my dr�ot supstvisio� �Y �Q�red Prottosiono! Engpwer u� af tM Stato of M�na�ota, . '��fir� -- , oa�s_11-z-4Z r�. No. t2�as �26.5�• f T9�-� 13-9-4 1 2 3 4 5 6 7 8-3-2 � � � t-5-4 .5X32 1.5X3.2 .5X3.2 TL16-6X17.5 1.SX32 4X8 4X6.4 1.SX32 6X12 1.5X3�� � 1-2-0 i-2-0 � � 6X12 ST18-SX10.4 4X6.4 4X12 4X12 13-9-4 13 12 11 10 2017#3.50' 1215#3.50" � 13-9-4 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scate = 0.5000 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 /1'7�� BRACINGA'ARNING D6SICN/NFORMATION BC LIV@ 0.0 � Checked By: I��J Bradng shown on lhit drnwing ix not erecaon 6ratiny wind 6mc�g, Thia�i$n ir jor an indivi�d 6uilding eomyonent and hax 6ecn baxd on in forma• P poiwl Emcing or aimilar bwcing which is ayan o f the building don prohded by fht cliott.The desi diic(aims an rca nsibiGt or damo t desi and which must be conridercd 6 the 6u'aldin drai r. ae a rcau/f o (auk or incorrcce in omwdon,rpe� y � /Y f g � BC Dead 5.0 Sf Date•10-30-92 ����� 8^ Y 8 8^� f Y J�catioru and or desi ns (� , Broc�ng ahrnvn is fw Imeml ru pport of was rr�mbns only w rcdu« furnirhed to t7�e wss duigner by cGen�and the torrccdru or accvracy o f buckling/ength. Pimirions�wat 6e made m ancha fate'd bracing d�ir in fo.motfon ar it may xlate W a rpeci�iepn'ec1.Thia trufs has 6een TOTAL 55A PSf at enda and rpeci fied/xaponr determined by rhe bui/ding d�ngne�. deri�ned in acco�dance with'TPI-83"and NDS�to be inco,porared a.r ymt of Design Criieria•TPI Addidonaf bracin o the ovemD atruewre may 6e�rguind the bu'Jding darign by a Building Designn.When mitwed fw apP^r'd bY�� LOAD DU R.FAC: 1.00 ' (See XIB-91 o f�I f fo/speci fic auaa braang nquverruntr, building derigne�,tJ�e deaign(ocdinga tJwwrt mres�be ducked ro bt xurc that the ---•WOOD TRUSS SYSTEMS- conract 6uilding deaigner. (Trura Plate Instiare,TPI,is lacated data ahown arc in agnement wrth the locd building codea,loco(climaac rccords S PACI NG: 16.0" S6 �l'08.17.92-73086 at 583 D'Ono f rio Dn�e,Madiron,A'isconsin 33719), fo�wind or anaw loadt,pro ject epeti fitakon.r o�rpecial a pplied loads�. �I • IYMAN WO:441ao WE:44146.1 Truss ID:R TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each ain- �ocatians 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 ci 16- 1- 0 15) 16- 1- 0 BOT CHOROS: 4x2 SPF 2100f-1.8E on truss vertical. 2) 2- 7-12 �} lb- 6• 8 16) 11- 2- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 14; 20- 1- 8 17) 9- 4- 0 4x2 SPF 1650E-1.5E 2.3,13,16 All COh�RESSION Chords are assumed to be 4) 7- 6-12 12) 21- 0- 0 18) 7- 8- 8 continuously braced unless noted otherwise. 5) 9- 4- 0 12) 23- 8- 8 19) 5- 1- 4 . TC...FORCE...C51 ..BC...FORCE...CSI 6) 11- 2- � 13) 23- S- 8 2�) �- �- 0 i- 2 -ze o.is zo-i9 2341 0.34 7) 13- 7- 8 14) 21- 0- 0 2- 3 -4191 0.31 19•18 5639 0.76 3- 4 -1194 0.11 18-17 5639 o.ie ------------ TOTAL DESIGN LUADS ------------ 4- 5 -6459 0.64 i�-i6 e2eo o.ei Uniform PLF From PLF To 5- 6 -6459 0.66 16-15 5721 0.77 TC Vert -76 �- �- � -�6 9- 4- 0 6- 7 -6280 o.�e is-�a 3606 o.so TC Vert -66 9- 4- 0 -66 23- 8- 8 7- 8 -4869 o.es i�-i3 zii� a.ai BC Vert -6 0- 0- 0 -6 23- 8- 8 B- 9 -1869 o.si Concentrated LBS Location 9-io -2i» o.iz TC Vert -658 9- 4- 0 io-ii -zi�i o.se TC Vert -107 21-11- 0 11-12 -36 0.32 p�y a�.. .NEB...FORCE...C51 .MEB...FORCE...CSI ( h�"� � m� �� �""'y � � �� 1-20 -131 0.03 7-16 640 0.54 WdS Pf�Rf9d �f IS10 M UfM�Af Illy ��Q � 2-20 -2626 0.s9 7-15 -976 0.ze and tf�at I em a duly Ropi�terod P�vf�seb�pl Etyk�e0t 2-19 2116 0.40 8-15 -171 0.03 3-19 -190 U.01 9-15 1401 0.26 Ufl(�A� Tf1A �WS 01 Z� �AtA O� �Ifl�Y. 4-19 -1656 0.46 9-]1 -1683 0.49 � ,--}-Q ���/�� 4-17 1038 0.88 11-14 B43 0.71 '��-/l��"• ��'1��frf�0�� 5-17 -159 0.15 11-13 -2413 0.36 6-17 223 0.19 12-13 -217 0.04 6-]6 -287 0.06 )�_Z11 Z Dala ► :__ Rog. No. 12489 za.� r � 23-8-8 I, 1 2 3 4 5 6 7 8 8 10 11 12� 1.5X3.2 1.5X3.2 W=3X4.8 1.5X3.2 1.SX3.2 6X12 1.SX32 4X8 3X4 3X4 3X4.8 1.5X3.2 4X8 6X6.4 � , - ' � 1-6-0 �-s-� �_ -�- ST16-5X10.4 4X12 4X6.4 3X4 4X8 4X6.4 6X8 W=TL16-3Xt 12 N=1.5X3.2 r 23-8-8 � 0 19 18 17 16 ' 15 14 13 1352#3.50' 1245#3.50' 23-8-8 � EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS �aQDQA COPY OF THIS DRAWING TO BE GNEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINGWARNINC DESIGN/NFORMATJON � Checked By: Bracing rhown on thia drawing is not encdnn 6racing,wind 6racing, Thir deri$n'v for an individua!6uilding compontnt and har 6een 6aaed on in forma- BC LIY@ 0.0 po'to1 b�acixg or ai�ni(a�bmcin6 which i+a pmt of fhe(uilding aa+�p,w�ded 6y tht ditnt The deai �disdaima any na panaibility for damagea deaian and wluch rrwrt be co�dercd 6y the 6uiNing de�ianer. m a nemft a f(au(ry or ineorrea in omwdonn,rpcd ficanonr and/or designa BC Dead 5.0 F1S} Date: 10-30-92 O���� Bracing Jhown is Jor fareral upport af w.+a membera only to ndux furnirhed rv tXe nuaa designer by dient md ehe eo.rcceraar or acnrmcy o f TOTAL 55.0 � 6uckling Irngth.ProvLsions muat 6e made to axeMw lateml6mcing thLr b�formatlan m u may rclate m a apeci�icprv t Thi.r 6ura haa 6een at end+and apcu fied(oeationr deam�ined by rhe 6uilding derigner. deaigned in aeeordance wieh TP/-85"and NDS�w 6e incorporated a.r part o f Design Criteria:TPl A�drtional bracing oJ the overaQ saucmre may be rcqu'ued �he building derign 6y a Building Duigne�.Whrn xvinved for approval6y the LOAD D UR.FAC: 1.00 (See KIB-91 of TP!).Fo.apeci f'rc waa b.acingnqu urmmts, buildina derigner,d�e derign loadings shown rm�ae 6e checked ro 6e aure that thc --IVOOD TRUSS SYSTEMS- conract bui(ding deaigner. (Tnur Plate Irutia.te,TPI,u locaud dara ahrnvn ax en agreemrnt with the Iocal buildixg coder,local cGmaric rccrndr SPAC ING: 16.0" S@Q�t'08.17.92-737 36 at 583 D'Ono frio Drive,dlad'uon,Ti'ixonsin 53719). for wind o�snow[oads,pro ject rpeci f'icatlona w apecial applied loadr. ' IYMAN WO:4414o WE:4414s.2 Truss ID:S TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous stron9back. Attach to each oint Locations 2-4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 F:� 13- 7- 8 15? 18- 0- 0 BOT CHORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 7-12 n� 16- 1- 0 16) 16- 1- 0 2-4x2 SPF 2400E-2.OE 1 NOTE: Maximum truss spacing is 16.0" o.c. 3) 3- 7- 0 10? 18- 6- 8 17) 11- 2- 0 WEBS: 4x2 SPF STANDARD All COMPRESSION Chords are assumed to be 4) 5- 1- 4 11) 21- 0- 0 18) 9- 4- 0 2-4x2 SPF 1650E-1.5E 2.3.13 continuously braced unless noted otherwise. 5) 7- 6-12 12i 23- 8- 8 19) 5- 1- 4 2-4x2 SPF STANDARD 5.14.16 6) 9- 4- 0 13? 23- 8- 8 20) 0- 0- 0 4x2 SPF 1650E-1.5E 10.11,15 ..TC...FORCE...C51 ..BC...FORCE...CSI 7) 11- 2- 0 14) 21- 0- 0 1- 2 -24 0.14 20-19 4573 0.33 2- 3 -8541 o.s� i9-ie i�asi o.e� ------------ TOTAL DESIGN LOADS ------------ 3- 4 -8547 a.3o ie-i� 11356 o.ee Uniform PLF From PLF To d- 5 -8567 U.64 17-16 9829 0.65 TC Vert -76 Q- �- � -�6 4-i1- � 5- 6 -12138 o.es 16-15 s�oe 0.39 TC Vert -274 4-11- 0 -477 9- 4- 0 e- i -i2ise a.�i is-ia s�oe 0.69 TC Vert -66 9- 4- 0 -66 23- 8- 8 7- 8 -11356 0.60 14-13 3176 0.38 BC Vert -6 �- �- � -6 23- 8- 8 8- 9 -7989 u.3e' Concentrated LBS Location 9-10 -7989 0.3� TC Yert -798 9- 4- 0 10-11 -3116 0.19 ��-�z -zc o.09 I heroby oortl(y !l�at this platt, sPec�icadon. or ropoR .MEB...FORCE...C51 �s � � � � Uf1dAf f{7�l �f� � .MEB...FORCE...CSI �1YNbf) �-2 0 -�o a u.0 2 s-�� ���2 0.s 2 arld that ! em a duly ROa+s�e/ad prof�i0rnf Enphww 2-20 -5053 U.30 8-16 -2064 0.30 u�►a� tn„ a�►� a tno s� a �u,�.o�. 2-i9 aese n.a2 9-16 -187 o.oa � 4-19 -510 0.10 10-16 2558 0.24 n ,/ �/• 5-19 -3235 U.33 10-14 -28A0 0.29 _L`�'}-f^•'� / 5-16 865 O.I3 11-14 1297 0.24 .� 6-18 -1086 O.Z1 11-13 -3483 0.35 7-18 947 0.80 12-13 -84 0.02 D�0 ���L_`�_ �. �• 12� 7-11 -714 0.14 28.75' ��� � 23-8-8 1 2 3 4 5 6 7 8 9 10 11 12 1.5X32 1.5X3.2 TL16-8X17.5 1.5X4.8 ST18-5X10.4 1.5X4.8 1.SX4.8 W=3X4.8 6X12 3X6.4 SX4 t.5X4.8 6X12 SX8 �- 1 8 -�- 1-6-0 1-6-0 -� � 12X16 TL16-8X17.5 6X6.4 6X6.4 6X12W=TL16-3X11.2 8X8 6X12 ,r 23-8-8 �, 19 18 17 16 15 14 13 2341#3.50" 1611#3.50" 23-8-8 EXCEPT WHERE SHOWN,ALL PIATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQDQA COPY OF 7HIS ORAWING TO BE GNEN TO ERECTING CONTRACTOR. TC Dead to.o psf � BRACINC A'.4RNING DESIGN INFORMATlON BC Live 0.0 �f Checked By: Bradng slw��on thia drawing is not ercction 6racixg,wind 6radng, This deri$n ir for an individud 6uUding componeN and har 6ern 6ared on in forma- porfal bradng o..rimilar bracing which is a pan o f the building don prowded by fhe cGent The deaigne�duclavnr anY rcsyonsibility fo�damaget gC Dead 5.0 Sf derign and which muet 6e conxidered by the building derig/w. aa a rc.+uk o f fwfty or incomed in fomtation,apeci fttatinnt and/o�designs P Date:1 a3a92 ����� Bracing:ha.�n'v or la�raf support o f puaa mtmbera on(y to rcdua fumished m the wfs duigner by tht c&nt and the comecbuaa or accumcy o f TOTAL 55.0 pSf buckling kngth. wn.r must be made to anchor loreml bracing thir!n fam�on m it�nay irlate to a rpeci�ie proJ'a�t This truas has been atendrandfpecifiedtx�orodetemdnedbythebuildingdui6no. deaignedinaeeordaraewith"ZPI-BSand NDS-86'tobeincorporandmpmtof Design Criteria•TPI Additioxal6mcixg of the overall anuc0�rc may 6e rcquixd d�e building deaign by a Bailding Derignn.R'hen miewed Jw approvvl6y die LOAD DU R.FAC: 1.00 � (See HlBA1 o f TPI).For tpeti fic wtr 6racing rc4�vementr, building duianer,the duign loadingr shown mur!6e chetked to 6e rurc that the --A'OOD TRUSS SYSTEMS- conraa bui(ding desi�ru.. (Tru.ra Plare Insan��,TPI,is I«ated dafa al�own mr in agrcnn�nr wirh�he locd 6uild;ng cod�s,loco!ciimacc,ecorda S PAC ING• 16.0" Seqn'08.17.92-73140 at 583 D'Ono frio Dnve,Madison,R''vcorvirt 53719). frn wind d tnow loadr,pro jeu speci ficaConr or apecinl applied bada. ' ' LYMAN WO:4414o WE:44146.3 Truss ID:T TOP CHORDS: 4x2 SPF 1650f-1.5E 2x6 continuous stronyback. Attach to each o�nt Locations BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 1- 8 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9i 16- 1- 0 16) 11- 2- 0 4x2 SPf 1650E-1.5E 2.3 NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 6- 8 17) 9-10- 0 All COhpRE5SI0N Chords are assumed to be 4) 7- 4- 8 11? 21- 0- 0 18) 7- 8- 8 .TC...FORCE...C51 ..BC...FORCE...C51 continuously braced unless noted otherNise. 5) 9-10- 0 1�) 23- 8- 8 19) 4-11- 0 1- 2 -2B 0.19 20-19 1911 0.42 6) 11- 2- 0 13) 23- 8- 8 2�) �- �- � 2- 3 -3240 0.33 19-18 3872 0.81 �) 12- 1- 8 14) 21- �- � 3- 4 -32d0 0.32 16-1 7 3872 0.81 a- s -at9a 0.53 i�-ie 4194 0.�9 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -d233 o.z9 I6-15 aose o.ea Uniform PLF From PLF To 6- 7 -4233 o.s4 is-ie 2�aa o.se TC Vert -76 0- 0- 0 -76 4-11- 0 7- 8 -4233 0.54 14-13 1617 0.35 TC Vert -66 4-11- 0 -66 23- 8- 8 B- 9 -3515 0.36 BC Vert -6 0- 0- 0 -fi 23- 8- 8 9-10 -3575 o.si Concentrated LBS Location io-ii -icv o.2i TC Vert -259 4-11- 0 11-12 -25 0.18 .MEB...FORCE...CSI .NEB...FORCE...C51 � �� 4fI� UIa� I�I� � 9� a 1-20 -140 0.03 8-16 201 0.17 yr� �� � � « � � 2-20 -2133 0.32 8-15 •552 0.16 � � 2-19 1553 0.29 9-15 -162 0.03 � � �ill S�« � ���� 3-19 -418 o.oe �o-is 9s� o.ei uAdsr ths IwMs d 4-19 -724 0.21 ]0-14 -1286 0.31 4-17 369 0.31 11-14 619 0.55 ___[�Yr�`�1• • ' 5-17 -159 0.03 11-13 -1793 0.52 5-16 56 0.05 12-13 -139 0.03 ����' 6-16 -120 0.02 oao -L-YZ Ft�. No. 124Q9 2e.L,�--J � (, 23-8-8 � 1 2 3 4 5 6 7 8 8 10 11 � 1.5X3.2 t.5X3.2 1.SX3.2 1.5X3.2 i.5X3.2 4X12 1.SX3.2 3X4 3X4 W=3X4.�X4 1.5X3.2 3X8 4X6.4 -�- B - B -�- 1-6-0 1-6-0 �_ _� 4X8 4X8 3X4 3X4 3X6.4 4X6.4 4X8 W=TL16-3X11.2 ,� 23-8-8 �, . 0 19 18 17 16 15 14 1 1119#3.50" 928#3.50" 23-8-8 EXCEPT WHEiiE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQD� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRAClNCR'ARNING DESIGNINFORMATION � Checked By: � Bmcing shown on thia drawing ir not erecdon b�acing,wixd 6mcing, ThG desi�n is for an indivi�ral6uilding canponent and has 6een 6med on in forma- BC LIVQ 0.0 PSf portal6raang o�atmilar 6meina which ir a pmf of�he buildina uon prov�ded 6y the clieu The desi r dixlaima any rcaponaibility fo�damaaea gC Dead 5A P� Date'10-30-92 deaign and whuh rwat be conrldercd 6y the buildin derigno. as a rcsult o f/aulty or incorred tn onna0on,s f�catlons and/or duigns . O���� Bracina rhvwn'v jwlaremi nrpport of wn memb8era an!y m nduce Jurniahed w t7�e dvaa de�ane�6y di�u�mnrctneaa o�accuracy of TOTAL 55A PS} buclding lengfh.Provu�wna rro�n be made to ancMr lateral b�ing this in fom�ction ar it may rclate to a apeci�ic /ed.Thia burs has 6een rro at endr and apeci fiedlocatiow der�mdned 6y the building deiianer. derigned in acco�dance with'TPI-85"and N 5-86'w 6e incorporated as pmt o f Design Criteria•TPI Addiflonal6lacing of the averaQ sbvcmx may be xquixd th�building deaign 6y a Building Designe..R'h�n m�iewed for approvd by the LOAD DUR.FAC: 1.00 ' (See KIB-91 o f TPI).For speci fic dusr 6rating rcqutxmentr, 6uilding designer,tht dtrign loadings thown rrtr�st bt checktd l0 6t aurc that tht -A'OOD TRUSS SYS7'EMS- conmct building desi�r. (Tn�aa Plnte Inr�urc,TPI,ir Ixared daea ahown ax in agrcemtnt with the/ocd building codes,local climabc rccorda SPACING• 16.0" $Q �1'08.17.92-73141 a�583D'OnafrioOnve,Afadison,Wirconrin53719). fo�windorsnowloada,ProjectspeciJic�onsorspecidappliedloads. ' 4 ' LYMAN WO:44140 WE:44147.1 Truss ID:U TOP CHORDS: 2-4� SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 60T CHORDS: 2-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 1- 0 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 6- 8 16) 11- 2- 0 2-4x2 SPF 1650E-1.5E 2,3 NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 20- 1- 8 17) 9-10- 0 4x2 SPF 1650E-1.5E 13 All COMPRESSION Chords are assumed to be 4) 7- 4- 8 11) 21- 0- 0 18) 7- 8- 8 continuously braced unless noted otherwise. 5) 9-10- 0 1�) 23- 8- 8 19) 4-11- 0 ..TC...FORCE...CSf ..BC...f ORCE...CSI 6) 11- 2- � 13) 23- 8- 8 20) �- �- � 1- 2 -62 0.33 20-19 8651 0.61 7) 13- 7- 8 14) 21- �- 0 2- 3 -1367� 0.53 19-18 13094 0.82 3- 4 -13677 o.a> >e->> 1309d o.ie ------------ TOTAL DESIGN LOADS ------------ 1- 5 -12140 o.z9 i�-�e i2�eo o.�o Uniform PLF From PLF To 5- 6 -11384 0.24 16-15 9881 0.60 TC Vert -416 �- �- 0 -4�6 4-11- � c- � -iises o.3o is-i4 s�z9 o.3s TC Vert -66 4-11- 0 -66 23- 8- 8 : �- e -eoai o.i� 14-13 3176 o.2z BC Vert -6 0- 0- 0 -6 23- 8- 8 e- 9 -eoa� o.ie Concentrated LBS Location 9-10 -3176 o.ii TC Vert -2650 4-11- 0 10-11 -3176 0.09 11-12 -I6 0.05 �y .MEB...FORCE...C51 .NEB...fORCE...CSI ' � -• � �� � �F'�� OI 1��OK 1-20 -565 0.06 7-16 1686 0.71 w� � � 11U Of Nf1dY( 1}� d�1�Q ��n 2•20 -9540 0.28 7-15 -2058 0.29 �� ' � a d.,1„ � ��' � 2-19 5738 0.21 8-15 -197 0.02 ..�Ii� 3-19 -3090 0.30 9-15 2599 0.24 � �� 01 � � d �„� 4-19 654 0.28 9-14 -2863 0.40 �'- � 4-17 -1069 0.15 11-14 1290 0.55 5-17 553 0.23 11-13 -3461 0.48 5-16 -1035 0.11 12-13 -B6 0.01 6-16 -77 0.01 2-PLYS REQUIRED e�a- "Z�Z �. r+o. t2a� 28.�--,�- '�J � 23-8� � 1 2 3 4 5 6 7 8 8 0 11 12� 1.5X3.2 1.5X3.2 TL16-8X17.5 1.5X4.8 W=3X4.8 1.5X4.8 1.5X4.8 3X6.4 4X4 4X4 6X6.4 1.SX4.8 6X6.4 6X6.4 -�- B B -�- 1-6-0 1-s-0 � �_ 8X12 8X12 4X4 4X8 6X8 6X6.4 6X8 W=TL16-3X11.2 ,r 23-8-8 �, 19 18 17 16 15 14-� 4785#3.50' 1620#3.50' 23-8-5 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QaQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead to.o n � BRAClNGWARNING DESIGNINFORblATION BC L�V@ 0.0 � Checked By: I`-^ Brmring ahown on thia drawing ia not erccaan 6mdng,wind bracing, Thir deri$n u jw an individud bui(ding compnnera and ha.r 6een 6axd on in forma- portal6�acing or simifm bracin which ia ap�of the building da�prm�ded by the client The deri r discfainv any rcsponribility for damagea BC�8(� 5.0 derian mtd which mutt 6e c�d 6y thebu'i/ding dttianw. m a rcsuG af jadty or incornect ln�m�atlnn,rpecificativna and/or deaignr P� Date:10-30-92 0���� Bmcirg ahown ir fo�lateral au ppnrt o f wss memben on!y ro xdux furnirhed to the Cr�ra dtrigner 6y the clienr and tht comecoasa o�accumcy of TOTAI 55A PSf bucldixa length.provixions mrrst 6e made m anchor laoerd bracing rhia in fom�an ae it may rclate to a+peci�icpro�e�,Thu wss har 6een atend+mdspeafiedlocatlonrdetemunedbyrhe6uildingduigner. deaignedtnacrordanc�with7P1-BSarrd NDS�815"m6einco�poraudaspanof Design Criteria•TPI Addibona!6racing of the overal!sducwrc may 6e rcquircd the 6ai/ding duian 6y a Building Derigner.Whcn rcviewed for opprovd by the LOAD DUR.FAC: 1.00 ' (Sa KIB•9]o f TPI I.For aprci fic ausa 6racing nquiremrnrs, 6uilding deaianer,rhe derign loadings slwwn muat 6e checked ro 6e surc that the -•A'OOD TRUSS SYSTEMS- contact building deaigner. (Truaa Plate/rwatute,TPI,is locand dara rhown ax in agxement with�he/ocaf 6uilding eodea,!xd climaac rcco�ds SPACING• 16.0" SQ Il'08.17.92-73143 a!583 D'Ono f rio Drire.Mad'uan,T{'ixconsu�S?719). fo'wind or snow�(oadr,Pro ject apeciJicatiau or apecia!a pplied[oada. ' 4 ' LYMAN WO:44140 WE:4414?2 Tfuss ID:V TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous stronyback. Attach to each oint Locations 60T CHORDS: 4x2 SPf 1650E-1.5E � truss vrith 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 7- 8 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 1- 3- 0 9) 16- 1- 0 16) 11- 2- 0 4x2 SPF 1650f-1.5E 3 NOTE: Maximum truss spacing is 16.0" o.c. 3) 3- 8- 8 10) 18- 6- 8 17) 8- 7- 8 All C(N�PRESSIINJ Chords are assumed to be 4) 6- 2- 0 11) 21- 0- 0 18) 7- 8- 8 TC...FORCE...CSI ..BC...FORCE...C51 continuously braced unless noted otherwise. 5) 7- 7- 0 12) 23- 8- 8 19) 3- 8- 8 i- z -e o.i� zo-i9 9eo o.zi 6) 8- 7- 8 13) 23- 8- 8 20) 0- 0- 0 2- 3 -2160 a.22 i9-ie 3o2z o.6e 7) 11- 2- 0 14) 21- 0- 0 3- 4 -2160 0.22 1 B-17 3022 0.61 4- 5 -3596 0.36 17-16 3596 o.e9 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -3596 o.as ie-is s�2e o.�e Uniform PLF From PLF To 6- 7 -3835 o.�s is-ia zs�s o.ss TC Vert -76 0- 0- 0 -76 1- 3- 0 �- e -aeas o.eo ie-i3 is3i 0.33 TC Vert -66 1- 3- 0 -66 23- 8- 8 8- 9 -3329 a.s4 BC Vert -6 0- 0- 0 -6 23- 8- 8 9-10 -3329 0.33 Concentrated LBS Location io-ii -is3i o.2i TC Vert -259 1- 3- 0 ii-iz -2s o.ie .MEB...FORCE...CSI .MEB...FORCE...CSI ' � � M18� � �� 2-20 -1425 0.30 8-IS -156 0.13 � �~ � � a w������ �d that t am a duly q � 2-19 1398 0.26 9-15 -164 0.03 � � `� � � � 3-19 -170 0.03 10-15 866 0.73 U t� � � 4-19 -987 0.29 10-14 -119I 0.35 �_, 4-17 657 0.56 11-14 604 0.51 � , 6-17 -296 0.06 11-13 -1697 0.49 6-16 271 0.23 12-13 -139 0.03 7-16 -166 0.03 u�e � 'Z-qZ �. No. 12469 2e.� � 2s-e-a 1 2 3 4 5 6 7 8 8 10 11 12 1.SX32 1.5X3.2 6X6.4 W=3X4.8 1.SX3.2 1.5X3.2 1.SX3.2 3X6.4 3X4 1.5X32 3X4 1.5X3.2 3X6.4 4X6.4 -� 1 _ 8 � 1-6-0 1-6-0 � �_ 6X6.4 4X8 3X4 3X4 3X6.4 3X4.8 4X8 W=TLi6-3Xt 12 � 23-8-8 � �20 19 �18 1T 16 15 14 13 1728#3.50' 883#3.50" 23-&8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scele= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS QDQD_, A COPY OF THIS ORAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 n � BRACING WARN/NG DESIGN INFORMAT/ON � Checked By: Iv� B�acing shown on this dnwing is not ercction b�acfng,wind 6racfng, Th'v deri�n ir for en indivi�al6uildin;rn��,u a,�a r,�t��ba.,�a en�fo.�• BC Live OA PSf pottol b�acing or aimilar 6ivvcing which is apart aJ tht bvilding tion prrn�ded by the client The deri any rcrponri6ility for damagea BC Dead 5.0 derign and which rrwat 6e conridercd by thebu'Jdina�erigne�. as a reau6 a f Jm�lty or inconect inj�im�atlon,apeci ficaaonr and/or d�aigns P� �ate:�o-sas2 ����� B�nting shown ir Jor larcra!m ppart o f OVlJ MCIIIL[IJ OIfI to reduce furnirhed to the duss designer by tlee cGeru and the comrctnur or accumcy o f TOTAL 55.0 � buckling kngrk.P,wirion.r mun 6e made ro anehor brera�6.acing th'v in formatlon aa it may rrlate to a aped�icpn�e ct This busr haa 6een at a+dr and apecif'ied larmionr deremunedby the building deaigner. derixnedin accordance with"TPI-85"and NOS-86'to be incorpora�ed as part of Design Criteria:TPl Additional6mcing of the ovc�a/!rwchrrr may be rcquircd (he Eullding de.rign by a Building Derigner.When�rviewed forapprovd by the LOAD DUR.FAC: 1.00 (Ste HIB-91 o f TP!). Fw sp�ci fic waa 6mcing rcqu'vementr, building derigne�,the duign loadingJ fIIOM'II IIIUJ[IX CIICCAId f0 6[NK�IW�IIIC -•R'OOD TRUSS SYSTEAlS- contact building derigne�. (Tneas Plate/nrown,TPl,'v located darv rhawn are in agreemera with�he focd 6ui/ding cod�a,locd climaac records SPAC I NG: 16.0" S@qrl'08.17.92-73144 a1383D'OnofrioDrive,Madiron,R'ixonsin53719). fo�windwrnowloada,projectrpecijicatlonrorrpeciafappGedloadx. ' LYMAN WO:4a14o WE:44�47.3 Truss ID:W TOP CHOR�S: 2-4x2 SPF 1650E-1.5E 2xti continuous strongback. Attach to each -.;oTnt Locations BOT CHORDS: 4x2 SPF 2100E-1.8E � truss with 3-lOd nails. Splice stiffback 1) 0- G- i� �) I3- 7- 8 15) 16- 1- 0 4x2 SPf 2400f-2.OE 1 on truss vertical. 2) 2- •-1� 9) l6- 1- 0 16) 14- 0- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximim truss spacing is 16.0" o.c. 3) 4-11- G 10) 18- 6- 8 17) 11- 2- 0 2-4x2 SPF 1650E-1.5E 2.3 All COFPRESSION Chords are assumed to be 4) 5- 7- 0 li) 21- 0- 0 18) 9-10- 0 4x2 SPF 1650E-1.5E 13,16 continuously braced unless noted otherwise. 5) 7- 4- S 12? 23- 8- 8 19) 4-11- 0 6) 9-10- 0 13) 23- 8- 8 20) 0- 0- 0 ..TC...FORCE...CSI ..BC...FORCE...CSf �) 11- 2- O la) ZI- O- O i- 2 -z� o.si zo-i9 soas o.ss ---- TOTAI. DESIGN LOAUS ------------ 2- 3 -8098 0.69 i9-ie eo9e o.se Uniform PLF From PLF To 3- 4 -8098 0.�s �e-i> >eso o.eo TC Vert -76 0- 0- 0 -76 1- 3- 0 4- 5 -8098 0.52 11•16 6713 0.73 TC Yert -317 1- 3- 0 -317 4-11- � 5- 6 -7850 0.53 16-15 6113 0.88 TC Vert -66 4-11- 0 -66 23- 8- 8 6- 7 -7549 0.34 15-14 d092 0.56 BC Vert -6 �- 0- � -6 23- 8- 8 7- 8 -7549 o.si i�-i3 2367 o.s2 Concentrated LBS Location 8- 9 -5652 o.3s TC Vert -1325 4-11- 0 9-10 -5652 0.34 10-11 -2367 o.2t � h�� � � 11-12 -I 7 0.10 � � ��� O► (�� .MEB...FORCE...C51 .MEB...FORCE...CSI W� � � � « �b� �-.M� 1-20 -179 0.04 8-17 947 0.80 �� m� � � a � R�� � 2-20 -5628 0.33 8-15 -1202 0.34 V�d( � � � � � d � 2-19 3526 0.33 9-15 -230 0.05 3-19 -1737 0.35 10-15 1768 Q.33 �� 5-19 4 0.00 10-14 -1955 0.56 - -- � 5-18 -277 0.08 i1-14 9l2 0.80 6-18 153 0.13 11-13 -2623 0.38 6-17 -422 0.09 12-13 -B6 0.02 ��e�f Z'�Z �-i� -�s 2 0.0 3 ��-- ---- � No. 12489 28.� s 23-8-8 1 2 3 4 5 6 7 8 8 10 11 12 1.5X32 1.5X3.2 TL16-8X17.5 W=3X4.8 1.5X4.8 ST18-5X10.4 1.5X4.8 1.SX4.8 3X6.4 4X4 4X4 6X6.4 1.SX4.8 6X8 -�' ' _ a �- 1-6-0 1-6-0 �- TL16-6X13.7 8X16 3X4 3X6.4 N=3X6.4 4X12 4X6.4 4X12 �- W=TL16-3Xt 1.2 � 23-8-8 � � 20 19 18 17 16 15 14 13 2736#3.50' 1260#3.50' 23-8-8 � EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-1_OK 2aGA ST scale = 0.2500 W�iRNING: R�D ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS �DQDQA COPY OF TIIIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf (� BRAC[NGR'ARNING DESIGNINFORMATIOIY BC LIVQ 0.0 pSf Checked By: M Bracing shown on this d�aM'ing fa not ercuion Fracing,wind 6racing, This deri$n u for an indi��d building canponent a+J ha.r 6een 6aard on in forma- pvrral6mcing o�rimilar 6racing which is a�+an o f the building Cvn prmaded by the cGent The design�r duclmma any rcaporvi6ility for damagea derian and which must 6e consider�ed 6 y the E��ilding designer. ar a rciu@ o f fmdty w incorrce�in jomwtian,apeci f�caticns and/w de:igns BC Dead 5.0 P� Date:10-30.92 ����� Braung shown u/or laterd uppore o f durr mem6en on!y to rcduae fumuhed ra the war desianer by the cfient and the rnrrcewear or ammcy of TOTAL 55.0 F1Sf buckling lengd�Prowions muat 6e made m�mchor laleral bracing thi.r in fom�ion aa)t may rclate ro a rpeciticpro�t,Thia dvu haa been at mdr and apeufied 7xatlonr determined by the 6uilding deaigner. deaignedin accordarae with'TPI-85"and NDS-86"ro 6e inco�poraecd as part of Design Criteria•TPI Additional bmcing of the overall rwcmre nt.��•be requi�ed. the buildirtg derign 6y a Bui/ding Derignn.A'hen m�irwed jor approvd 6y the LOAD DUR.FAC: 1.00 ' (Set NIB-91 of TPI).For speci f lt tfltSS bla�tttg Kqu vemtntr, building dtaignn,tht deaign loadings shown muat be chetked to 6e twe that the --•WOOD TRUSS SYSTEMS- contact buildir,g dui�ner. (Tn/aa Plate Inrtimrc,TPI,it locaud dam rhawn ax in agrcement wit/t the lacar 6uilding codea,local cli�C reco'dt SPAC I NG: 16.0" Sef�n:08.17.92-73147 at 58?D'Ono f rio Dnvc,Madvon,A'itmnrin 53719). far wi+td or rnow loads,pro ject apeci f'tcations or aprcid applied baAs. LYMAN WO:4414o WE:44t47.a Truss ID:X TOP CHORDS: 4x2 SPF 1650E-1.SE 2x6 continuous strongback. Attach to each o�nt Lo�ations BOT CHORDS: 4x2 SPF 2100f-1.8E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 2� 13- 7- 8 15) 16- 1- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9i 16- 1- 0 16) 11- 2- 0 2-4x2 SPF STANDARD 2 NOTE: Maximim truss spacing is 16.0" o.c. 3) 4-11- 0 lfi? 18- 6- 8 17) 9-10- 0 4x2 SPF 1650f-1.5E 3.13.16 All COMPRESSIOM Chords are assumed to be 4) 5- 7- U 11) 21- 0- 0 18) 7- 8- 8 continuously braced unless noted otherwise. 5> 7- 4- 8 12) 23- 8- 8 19) 4-11- 0 ..TC...FORCE...CSI ..BC...FORCE...CS1 6) 9-IO- O 13) 23- a- 8 ZO) O- O- O i- z -so 0.2o zo-i9 2ei� a.ao 7) 11- 2- 0 14) 21- 0- 0 2- 3 -4933 0.53 19-18 5351 0.73 3- 4 -4933 0.60 18-17 5351 o.�s ------------ TOTAL DESIGN LOADS ------------ 4- 5 -4933 �.65 i�-ie 5449 a.es Uniform PLf from PLF To 5- 6 -5449 0.79 16-IS 4968 0.68 TC Yert -76 �- 0- � -�6 4-11- � 6- 7 -5364 o.e2 is-�a 3zoz o.as TC Vert -66 4-11- 0 -66 23- 8- 8 7- 8 -5364 a.eo �e-is ieei o.2e BC Vert -6 0- 0- 0 -6 23- 8- 8 8- 9 -0262 o.es Concentrated LBS Location 9-10 -4262 o.e9 TC Vert -867 4-11- 0 io-ii -ieei o.za � �� � � �� � ii-iz -22 o.zo .NEB...FORCE...C51 .NEB...fORCE...C51 � � � � a �' « ��R 1-20 -133 0.03 8-16 453 0.38 a�� '� a � ��� � �� 2-20 -3157 0.32 8-15 -808 0.24 2-19 2473 0.46 9-15 -162 O.Q3 ��� � a � �� a � � 3-19 -1017 0.21 10-15 1214 0.23 5-19 -478 O.I/ 10-14 -1536 0.l5 � 5-17 112 0.10 11-14 773 0.65 6-17 -31 U.O1 11-13 -2072 0.31 6-16 -121 0.03 12-13 -133 0.03 Oata 'Z'9Z 7-16 -117 0.02 p�� �� •'�i�. N0. �� 28.�y ,�� s L 23-8-8 I, �1 2 3 4 5 6 7 8 9 10 11 12 1.5X3.2 1.5X32 W=3X4.8 1.5X32 1.5X3.2 1.5X32 6X12 3X4 3X4 3X4 3X4 1.5X32 4X8 4X6.4 �- , _ a � 1-6-0 1-6-0 � �_ ST18-SX10.4 6Xt2 N=1.5X3.2 3X4 3X4 3X8 4X6.4 4X8 W=TL16-3X11.2 ,� 23-8-8 � 20 19 18 17 16 15 14 13 1602#3.50' 1053#3.50" � 23-8-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS �QDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf n } BRACINCWARNING DES/CNlNFORMATION Checked By: M Braring ahoxm on thia dmwing'v not eerctlan 6mdng,wind 6racing, 7'hia desi�n'v Jor an individud 6uilding co�nt md ha.r 6een bared on in forma- BC LIVB 0.0 pSf porral6mtin or aimila�bmdn which u a part of the 6uildina tlon provWrd by the dient The duig�� m�y responribility for damages deaign and w�iich nueat be co�ui�ered by nc�buif�ng duig�er. ae a r�wtr of/m�@y o�Lrcorrect injommoon,rpen'ftea6onr and/or designa BC Dead 5.0 PSf Date:i a3a92 Brmcwg shown'v jor laferal nrppon o f war membem on/y to rr�ce fumirhed to Jr buas derignu by the dieu and the eorma�vs o,accu�acy o f TOTAL 55.0 pS� ����� 6uchling length.Provisiau rrorst be made to ancho�la4rd 6mtixg thu in fonnatlan ar it may nldt m a apeti�it pro Thia euaa has 6een atmdamdap�cif'�ed/xadon.rdeterminedbythebuifdingdesigna. deri��inacrordancewithTPl-BSand NDS�mbeinco�poratedasyartaf Design CrReria:TPl Additiond bradng o rhe overall rwcwrc nmy br rcguircd the 6u'ilding deaign 6y a Bui/ding Deaigner.When m�ewed fw a proval6y the LOAD DUR.FAC• 1.00 m p (See HIB-91 of TP!.For aped fic tneaa 6racing rrqutrtments, building designer,the design foadingr thown mutt 6e checked m Ot NR tIIQI tIK • -WOOD TRUSS SYSTEMS- corunct building de.ripner. (T�uas Plare/nxt;rua,TPI,ir I«ated data ahawn arc in agreement with ehe locd building coder,lacal cGmaric rcco�dr SPACING• 16.0" S@(�Il:08.17.92-73149 a1383D'OrofrioDrt�Y,Madison,Wlsmnriri537191• forwi�tdoixnowlaod.t,projectapecificadnnaosrpeualappUedfoadt. • LYMAN WO:44140 WE:44148.1 Truss IO:Y TOP CHORDS: 2-4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BdT CHORDS: 2-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 7- 8 15) 18- 0- 0 2-4x2 SPF 2100E-1.8E 1 on truss vertical. 2) 2- 7-12 9) 16- 1- 0 16) 16- 1- U WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 10) 18- 6- 8 17) 11- 2- 0 2-4x2 SPF 1650E-1.5E 2.3 All COMPRESSION Chords are assumed to be 4) 7- 6-12 1]) 21- 0- 0 18) 9- 7- 0 2-4x2 SPF STANDARD 5.16 continuously braced unless noted otherwise. 5) 9- 7- 0 12) 23- 8- 8 19) 5- 1- 4 4x2 SPF 1650E-1.5E 10.13.14.15 6) 11- 2- 0 13) 23- 8- 8 20) 0- 0- 0 ..TC...fORCE...CSI ..BC...FORCE...C51 �) iZ- 1- H IQ) ZI- O- O i- 2 -2s o.i3 2o-i9 /195 o.se ____________ TOTAL DESI6N LOADS ------------ z- s -ieio o.s2 i9-ie ios2o a.92 Uniform PLF From PLF To 3- e -�eio o.ii ie-i� ioao2 0.93 TC Vert -76 0- 0- 0 -76 4-11- 0 4- 5 -10995 0.91 17-16 9�58 0.74 TC Vert -325 4-11- 0 -325 9- �- � 5- 6 -10995 0.69 16-15 53d5 0.44 TC Vert -66 9- 7- 0 -66 23- 8- 8 e- � -ioaoz o.se is-ia 5345 0.65 BC Vert -6 0- 0- 0 -6 23- 8- 8 1- 8 -10102 o.ee ia-is 29ee o.sa Concentrated LBS Location B- 9 -7411 o.es TC Vert -677 9- 7- 0 9-10 -7411 0.39 10-11 -2988 0.17 i i-i z -is o.i o � h��1► �y that thts pl�, $P�y .MEB...FORCE...CSI .MEB...FORCE...CSI w� �� �► f�1� Q� �/�� � � ro�� �-zo -iaz o.02 e-i� iso� o.ze aAd 1Mt �� � � R �Y � �p9lvlsion 2-20 -�634 0.27 8-16 -1868 0.52 uj� � �� P1��� � 2-19 4055 U.3B 9-16 -177 0.03 � Q� ��p � � � 3-19 -521 0.10 10-16 2317 0.43 '/t��� 4-19 -2816 0.29 10-14 -2643 0.38 4-18 793 0.67 I1-14 1114 0.23 5-18 -923 0.18 11-13 -3277 0.33 6-18 756 0.64 12-13 -BS �.02 O�e �Z..�Z 6-17 -633 0.12 � �� �2�g 28.� E 23-8-8 � 1 2 3 4 5 6T 7 8 9 10 11 12 1.5X32 1.5X3.2 TL76-8X17.5 W=3X4.8 1.5X4.8 1.SX4.8 1.�X4.8 6X12 1.5X4.8 5X4 6X8 1.5X4.8 8Xt2 6X8 �_ B - 8 �_ 1-6-0 1-6-0 �_ � 8X12 TLt G-6X17.5 6X6.4 6X6.4 6X12 W=3X4.8 6X8 6X12 23-&S � 20 19 ,18 17 16 15 14 13 2157#3.50' 1516#3.50" 23-s-e J EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-�_OK 20-GA ST scale = 02500 W�IRNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS �DQD� A COPY OF To IIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf BRACINGWARNlNG DESIGNINFORMATION BC LIV@ 0.0 F/Sf Checked By: �' Bmcing:hawn ort Jtis d/awing'v rwt ercctinr bracing,wind 6racirtg, Thia d�rign is(or an indivi�d 6uildina eomponnu mrd 1m+been based on in forma- porrd 6sacins o.aLnila�6mcing which u a;+rt o f the 6uifding 6an provided 6y tlu dient The deri�nn disclainv any rcapoivibiGty fo�damage� BC DCBd 5.0 Sf derign and whuh r'wst 6e con.ndercd b y thc':ifding designer. ar a re�ult of fauky w inconect infomiatlan,aPecif�x m�d/o�den8^f P Date:10-30-92 ���2� Bmcing rhown ir Ior/aferd support of nusr�nemberr onfy m rcdu� fumished to[he buar derianer 6y Jre client and the mmeca�era o�accuracy o f TOTAL 55.0 PSf �7 buckling knarh Provitionr nwit 6�made u�^nchot fattrd b�acing thu in fom�a0on af it may ielate to a rpeci�ic pro�c�.Thir fnrts har 6em U or mdr and fpenf'�ed tocatlnw duemd.+�d F�d�e build'v�g designn. derigned in accordancr with TP!-8S and NDS-815'ro Le incorporared as part o f Design Criteria•TPI Addiriona(bmungo the overo�rtrucmrc m,y 6e nqu'ved the 6uilding deaign 6y a Bui/ding Deaigner.When rrvinwed frn app'ovd by the LOAD DU R.FAC: 1.00 ' (Set HIB-9l a f TP!f For speci f'rc uvaa b,:.,ing requtxments, 6uilding designer,d�e design[aadlnga ahown muat 6e chedoed w 6e aurc tha�the --A'OOD TRUSS SYSTEMS- coruacr 6uilding derigner. (Tnut Plat�Inxr'r,�re,TP/,is focated dma ahown ax m agnemtnt with tlu loeal building coder,locd c(imatic recadr SPACING• 16.0" S@q�l'08.17.92-73155 at 583 D'Ono frio Drive,Madiron,A'isconrrr,57719). f or wind or rnow loadr,Pro ject speci fic�onf or rprcid applied loada. • . LYMAN WO:44t4o WE:44148.2 Truss ID:Z TOP CHORDS: 4x2 SPF 2100E-1.8E 2x6 continuous stronyback. Attach to each oint Locations BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 0) 13- 7- 8 15) 18- 0- 0 4x2 SPF 2100E-1.8E 1 on truss vertical. 2) 2- 7-12 9) 16- 1- 0 16) 16- 1- 0 WEBS: 4x2 SPF STANDARD NOTE: Maxim�m truss spacing is 16.0" o.c. 3) 5- 1- 4 li�) 18- 6- 8 17) 11- 2- 0 4x2 SPF 1650f-1.5E 2.3.13,16 All COMPRESSION Chords are assumed to be 4) 7- 6-12 1'_) 21- 0- 0 18) 9- 7- 0 continuously braced unless noted otherwise. 5) 9- 7- 0 1�) 23- 8- 8 19) 5- 1- 4 ..TC...FORCE...CSI ..BC...FOkCE...C51 6) 11- 2- 0 1�) 23- 8- 8 20) 0- 0- 0 i- 2 -2e a.�s zo-�9 23/3 0.3� 7) 12- 1- 8 14) 21- 0- 0 2- 3 -4186 0.31 19-18 5631 0.76 3- 4 -4186 0.39 18-17 6356 o.ei ------------ TOTAL DESIGN LOADS ------------ 4- 5 -6519 o.�s i�-�e s�se o.�� Uniform PLF From PLF To 5- 6 -6519 U.60 16-15 3603 0.19 TC Vert -76 0- 0- 0 -76 9- 7- 0 6- 7 -6356 0.81 IS•11 3603 0.75 TC Vert -66 9- 7- 0 -66 23- 8- 8 7- 8 -6356 o.ez »-is 2o�i o.�s BC Vert -6 0- 0- 0 -6 23- 8- 8 8- 9 -1863 0.46 Concentrated LBS Location 9-10 -0863 o.ee TC Vert -677 9- 7- 0 10-11 -2071 0.20 1 1-12 -22 0.16 1 I�ew.r., � � � �Y .rv��Y� na1 .MEB...FORCE...C51 .MEB...FORCE...CSI M/� p��� � � « u'���Y� 1-20 -131 0.03 B-17 685 0.58 �� � ' � ' � ��� ����,�,�� 2-20 -2622 0.39 8-16 -1026 0.30 � �� a t� 2-19 2111 0.39 9-16 -168 0.03 3-19 -188 0.04 10-16 1143 0.21 u � d �M1�, 4-19 -1655 0.4B 10-14 -1755 0.51 �' • 4-18 1110 0.94 I1-11 879 0.74 • 5-18 -780 0.16 11-13 -2309 0.3d 6-18 254 0.22 12-13 -129 0.03 6-17 -310 0.0 6 �� 'Z"�Z.. R�p. No. 12169 �28.75' � -�YP• " `` � 23-8-8 � �/ �2 �3 �4 5 6 7 8 9 10 11 12 1.SX3.2 1.5X3.2 W=3X6.4 1.SX3.2 1.5X32 6X12 1-5X3.2 4X8 3X4 3X4 3X6.4 1.5X32 4X8 4X8 � , _ 1 -�- 1-6-0 1-6-0 � _� ST18-SX10.4 4X12 4X6.4 3X4 4X8 W=TL16-3X11.2 4X6.4 4X12 C23-8-8 �20 19 18 17 16 15 14 13� 1350#3.50" 1162#3.50' � 23-8-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psi Designed By:BS �QDQA COPY OF Tt11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINCR'ARNINC DESIGNINFORMAT/ON � Checked By: � Bmcing rhown on dda d�awing is na erccdc•n bracing,wind bmartg, Thia dui¢n ir for an individual building eomc�nt md har 6een 6amed on in jomm- BC LI V@ 0.0 PSf pwral bwdna or aimilar bracing which i.r a part o f the bvilding tion p'mvded by the rJient The dtai �dit any rcrponaibiGty for damagra BC Dead 5.0 deiign md whuh muat be coR�idercd by di�Fuilding derigner. m a rcmh of Jau@y or ineorrcct in orma4on,spm frta6ons and/or deaigrv P� Date•10-30-92 ����0 Bracing ahown i.r rw Iaural suppon of bu�s membera only lo reduce fuminc�d�o dre trusa designer 6y client and Wr corrcceneaa or accuracy o f • buckling lendth.Pirmsions must be ma&ro uncho�lateraJ bmdng this in fonrmaon m it may x(ate ro a specr upro�ea�ThEr dvas has been TOTAL 55A PSf at rndf and rpeci fied I«atiora detemuned f�y Ou 6uilding designn, desi��in�cordance wid�'7'PI-83"and�NOS-S6'm 6e incorpomted as pme of Design Criteria•TPI Addirional6racing o the rn•eratl snvcn�rc ni.y be rcquixd t)tr 6u'Jding dtsign by a Bullding Designer.When mitwed for approval 6y the LOAD D UR.FAC• 1.00 (Ste HIB•91 of TPI� For apeci fic waa brccing rcqui'cmerw, 6uilding detigner,the duign loadinga shawn must be ducked to be sure that�he � --w00D TRUSS S}'STEMS- contact 6uildutg designer. (Truar Plate(nstirute,TPI,i+(ocar�d data shown ax in agrcem�nt with the bcal6vilding codes,Iocal climatic rccordx SPACING• 16.0" S@C�n'08.17.92-73158 at583fYOnnfrioDrivc,Madison,N'ircorur�i53719). foiwindo�anowloads,projectspecificationsorspttialappliedlvads. ' • LYMAN WO:4414o WE:44t48.3 Truss ID:AA TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each °�: iccations BOT CHORDS: 2-4x2 SPF 2100E-1.8E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- C� �i'� 20- 1- 8 19) 21- 0- 0 2-4x2 SPF 1650E-1.5E 3 on truss vertical. 2) 2- 7-1� i: 21- 0- 0 20) 16- 1- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- d 1_� 2"s- 5- 8 21) 11- Z- 0 2-4x2 SPF STANDARD 2,5 All COMPRESSION Chords are assumed to be 4) 7- 6-12 13 24- 4- 8 22) 9- 9- 8 2-4x2 SPF 1650E-1.5E 3.19,20 continuously braced unless noted otherwise. 5) 9- 9- 8 ]-:� 26- 6-12 23) 7- 0- 0 4x2 SPf 1650E-1.5E 6,16 6) 11- 2- 0 1�: 29- 2- 8 24) 5- 1- 4 ..TC...FORCE...CSI ..BC...FORCE...C51 7) 13- 7- 8 ic) 29- 2- 8 25) �- 0- 0 i- 2 -2i o.ia 2s-2a 3536 o.si 8) 16- 1- 0 171 24- 4- 8 2- 3 -6504 0.33 21-23 9035 0.73 9) 18- 6- 8 Ia) 23- 2- a 3- 4 -6504 0.34 23-22 9035 0.78 4- 5 -10924 0.�9 zz-2i iis�o 0.92 ------------ TOTAL DESIGN LOADS ------------ 5- 6 -10924 o.�i zi-zo iisos 0.94 Uniform PLF From PLF To 6- 7 -11310 0.79 20-19 10569 0.86 TC Vert -76 0- �- � -�6 9- 9- 8 �- s -ii2ai o.e� i9-ie �ee9 0.63 TC Vert -86 9- 9- 8 -86 24- 4- 8 e- 9 -iizai o.eo ie-i� 7869 o.e� TC Vert -76 24- 4- 8 -76 29- 2- 8 9-10 -9438 o.ei ii-ie aos� o.s2 BC Vert -6 0- 0- 0 -6 29- 2- 8 10-11 -9438 o.eo Concentrated LBS Location 11-12 -9438 o.se TC Vert -677 9- 9- 8 1Z-13 -7119 0.33 TC Vert -677 24- 4- 8 13-14 -7119 o.ao � �� � � �� 11-15 -22 0.13 � �� ���r,� �rt .NEB...FORCE...C51 .ME6...FORCE...CSI � � tIM Or �J(�r � �� � 2-25 -3897 0.39 9-20 754 0.64 � � � �^ � � RoD�s+�ad P�ol� 2-24 3330 0.31 9-19 -1268 0.35 u�► � hws ot 1M StU� of ����� � 3-24 -185 0.04 11-19 -195 0.04 � 4-24 -2839 0.29 12-19 1759 0.33 ��' 4-22 2164 0.40 12-17 -1268 0.26 ���%�s.�� 5-22 -720 0.14 13-17 -701 0.14 6-22 -522 0.11 14-17 3514 0.33 D���1�_ �j(,Z ��28•75� 6-21 137 0.12 14-16 -4494 0.26 -�.�+..�.� 7-21 -216 0.06 15-16 -101 0.02 ~� �� �� 12� 7-20 -293 0.08 �2$ 1 2 3 4 5 6 7 8 9 10 11 12 73 14 1 1.5X3.2 TL16-8X1 T.5 TL16-6X13.7 W=3X6.4 1.5X4.8 1.5X32 1.5X4.8 1.5X4.8 6X12 1.5X4.8 5X4 4X4 t.5X4.8 6X6.4 1.5X4.8 6X8 1.5X4.8 � , - , �- 1-6-0 1-6-0 � _� 8X12 8X16W=TL16-3X11.2 6X12 5X4 6X6.4 ST18-5X10.4 SX16 8X12 W=TL16-3X11.2 � 29-2-8 �, �25 24 23 22 21 20 19 18 17 16 1839#3.50' 2095#3.50" 29-2-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QaQDQA COPY OF Tt11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACINC WARNING DESIGN INFORAi.4TION � Checked By: Bracingrho.�n w dua�awing i.r nnt excaon 6mang,wind 6�acing, This dest�n is for mi irodivi�d 6ui/ding romponr�rt and har 6ern 6ased on in fo�- BC Live 0.0 � partal6mdng orximilar 6racina whith'v a�nrt of!he 6ui(�tg oart prowded 6y the etient The dui r�sclafmr uny nspon.ri6ility for damages gC Dead 5.0 derign and which murt be considered by the Fuilding derigner. as a rcsu/t of(au@y a intomect in��m�atlon,tptti fttauons and/or designs P� Date•11-2-92 Bmcing showrt la fw latera!supporf of Ousa memben only W rcduce furnithed m the wrr derigntr 6y tht clitN and tht mmecmera or acntraty o f • ����0 6uck/ing fengd�.Provisiorer rrorr[be made w anchor laterd 6racina thir in fom�atiai m it may nfate m a speci�icpeo�ec�.Tldr dvsr ha.r bern TOTAL 55.0 PS} a�endrandspeciJi�dlaadonrdefemunedbythebuildingduigner. dvignedinacco�dartcewith"TPI-85"and NDS-61S'ro6einco�po�atedaapmrof DesignCriterfa•TPI Additiona!bracirt&�af fhe overaQ anucmrr m�y be rcquixd the 6uilding design 6y a Building Dtsigntr.When miewed far approval 6y the LOAD DUR.FAC• 1.00 ' (Sm HIB•910/'TPI).For ap�ci fic buaa bracing rcqui'emenv, bui(ding deaigner,the design[oadinga ahown mut!Ge checked fo 6e rure that llte � -A'OOD TRUSS SYSTEMS- contact building dari�ne.. (Tnear P(are In.raa�te,TPI,ir locaud dam shown are in ogmment wirh the local buildirtg codrs,locd climatic recordr SPAC ING• 16.0" SE It:08.17.92-73466 atSB3D'OwfrioDnve,Mad'uon,Ti'irconsuiS??19). fo�windo�tnow�.pro,iectspecificaaon.ro�rpecialappliedloads. • q LYMAN WO:44140 WE:44149.1 Truss ID:BB TOP CHORDS: 2-4x2 SPf 1650f-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CHORDS: 4x2 SPf 2100E-1.8E � truss vri th 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13-10- 8 15) 19- 9- 0 4x2 SPF 2400E-2.OE 1 on truss vertical. 2) 2- 7-12 9) 16- 4- 0 16) 18- 0- 0 WEBS: 4x2 SPF STANDARD NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 16- 4- 0 2-4x2 SPf 1650E-1.5E 2,3.16 All COF�RESSI�! Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18> 11- 5- 0 4x2 SPf 1650E-1.5E 13 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 2-4x2 SPf STANDARD 11 6) 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 ..TC...FORCE...CSI ..BC...FORCE...C5I 7) 12- 1- 8 14) 24- 6- 8 2ll 0- 0- 0 1- 2 -32 0.39 Z1-20 5699 0.63 2- a -eeio o.es 2o-is 9066 0.94 ------------ TOTAL DESIGN LOADS ------------ 3- 4 -8810 o.ao i9-ie 9168 0.99 Uniform PLF From PLF To 4- 5 -9066 0.66 ie-i� ea�o u.9i TC Vert -76 0- 0- 0 -76 1- 3- 0 5- 6 -9053 0.64 I7-16 6453 0.68 TC Vert -439 1- 3- 0 -434 4-11- � 6- 7 -9053 0.55 16-LS 6153 0.83 TC Vert -66 4-11- 0 -66 24- 6- 8 7- 8 -9053 0.63 IS-14 3364 0.46 BC Vert -6 �- �- � -6 24- 6- 8 e- 9 -�eee o.s2 Concentrated LBS Location 9-10 -1688 o.as TC Vert -1068 4-11- 0 io-ii -s9oa o.2e TC Vert -677 19- 9- 0 11-12 -5904 0.34 i 2-i s -z s o.i� 1 lNqby �y tltat dtis p!�lr� .MEB...fORCE...CSI .MEB...FORCE...CS[ wy � � � � u��� Of fip01� i-zi -zis o.oa e-ie 661 o.se �� � � � � R���P �� ��� 2-21 -6356 0.37 8-17 -886 0.25 2-ZO 3593 0.34 9-17 -214 0.04 V � � d � � FJ�IOQ� 3-20 -1572 0.31 10-17 1400 0.26 rN���' " " . r'/�� � p� ��L 4-20 -332 0.01 10-15 -930 0.19 C //•,..� 4-19 77 0.07 11-15 -779 0.16 �r.��y 5-19 -115 0.03 12-15 2978 0.28 5-18 -130 0.04 12-14 -3745 0.38 6-18 -216 0.04 13-14 -115 0.02 Q����Z�Z 26.75" � � 1� � F L 2a-6-e � �1 �2 �3 �4 5 6 7 8 8 10 11 12 13 1.5X3.2 TL16-6Xt 3.7 TL16-8X17.5 W=3X4.8 1,SX4.8 1.5X3.2 1.SX4.8 3X6.4 4X4 4X4 1.SX4.8 4X8 1.SX4.8 6X6.4 1.SX4.8 �- , - � -� 1-6-0 1-6-0 � _ �L TL16-8X17.5 8X16 3X4 3X6.4 4X8 6X12 ST18-5X10.4 W=TL16-3Xt 1.2 N=1.5X4.8 24-6-8 �, 1 20 19 18 17 16 15 14 3097#3.50' 1827#3.50" � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Llve 40.0 psf Designed By:BS �DQDQA COPY OF TtiiS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINCWARNING DES/CNINFORMA2'!ON � Checked By: � Braci»g ihown on tlJa d�mving is not erccaon 6racing,wind 6racing, This deri$n ir for an individeal buiWina cvmponent and has been baaed on in fomw- BC UV@ 0.0 P6f portal bracirtg rn timi/a�bracing which ir a part o f rhe building 4on prowded by the e6ene The dui r duclmms any rcrponsibility fo�damages dan and which mur�be mnridened b t!m Fuildin deai r ar a rerule o au@ rn incomed irt�rmutian,r uation.r and o�deri BC�8d 5.0 s!� r s aK• I� r � �f / sn* P� Date:1 a30-92 ����� Bracu�g ahown ir(or/aend uppaf of truss mem6en on!y ro rcduoe furniahed to burr deatgner by dient �he mrrccbuaa o�acneracy o f P 6uckling length. Proveaions muat be nmde to anchor Iaurd bmcixg ehir in fmmapon m U may rclax m a aped�ic pro�'ect TAia dvaa har 6ern TOTAL 55.0 � atcndam�d:prafiedlocaaonaderemuned6ythe6uil�ngdeaianer, deaignedinaccordaraewith"TPI�BTmd NDS-�"tobeincorporaudaspartof Design Criteria'TP� Addidonal bmeing o d'e ove'cQ abvctum m�}!x xqu'vrd the bu'Jding deaign by a Bui/ding De�igner.When miewed fa�apP�O1'�bY� LOAD DUR.FAC: 1.00 � (See H!8-91 o f TPI�For sptci fic duss bracingrequtrtmentt, 6uilding deaignn,the derign loading�shown mutt 6e checked m bt surc that the -•IVOOD TRUSS SYSTEMS- contact 6ui/ding desi�ner. (Trusr Plate fraania,TPI,ir locarsd dam ahown are in agrcement with the locaf building codes,local c(imatic rccords SPAC I NG• 16.0" S@ fl'08.17.92-73170 at 383 D'Ono fria Dnve,Mad'von,Wisconrin'77191. for xind or rnow badr,projecl speei f'rcadnnr or rp[cial applied loads. ' q • LYMAN WO:4a1ao WE:44150.1 Truss ID:DD TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Lccations 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- U S! 16- A- 0 153 19- 9- 0 BOT CHORDS: 4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 7-12 9) lo- 1- 8 16) 16- 4- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 11- 5- 0 2-4x2 SPF STANDARD 2,17 All COh�RES5I0N Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 4x2 SPF 1650f-1.5E 3.16 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 6) 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 ..TC...FORCE...CSI ..BC...FORCE...CSI �) 13-1�- 8 14) 24- 6- 8 21) �- �- � 1- 2 -29 0.16 21-20 2855 0.41 2- 3 -4992 0.50 20-19 5556 a.e9 ------------ TOTAL DESIGN LOADS ------------ 3- d -1992 o.3a i9-ie 6134 o.e2 Uniform PLF From PLF To 4- 5 -5556 0.63 �e-i� 613! o.e2 TC Vert -76 0- 0- 0 -76 4-11- 0 5- 6 -6415 0.78 17-16 634! O.BS TC Vert -66 4-11- 0 -66 19- 9- 0 6- 7 -6115 0.�9 16-15 s2ii 0.69 TC Vert -76 19- 9- 0 -76 24- 6- 8 i- e -s9�9 0.69 is-i4 2sei o.ai BC Vert -6 0- 0- 0 -6 24- 6- 8 8- 9 -5979 0.�o Concentrated LBS Location 9-10 -5979 o.e3 TC Vert -677 4-11- 0 10-11 -1899 0.�o TC Vert -677 19- 9- 0 I1-12 -4899 0.59 �2-�s -s o o.�� ! 1�'�0�► o�t1► tlfd tfti� piarl� �1o�lipi�. O► ropon .MEB...FORCE...C5) .MEB...FORCE...CS( w� �� � � « �� � �� n i-zi -izo 0.02 �-i� eo o.o� ��� � � � p�,.�� � 2-21 -3200 0.33 7-16 -418 0.12 � •��+ � �pg� 2-20 2498 0.41 8-16 -161 0.03 Ufldaf � � p� � � d �M�� 3-20 -789 0.16 10-16 811 0.69 �- 4-20 -746 0.17 10-15 -650 0.14 ' 4-19 346 0.29 11-15 -715 0.15 • 5-19 -663 0.19 12-15 2113 0.15 5-17 321 0.27 12-1d -3213 0.33 2 6-17 -162 0.03 13-14 -130 0.03 �AtY �1�Z� Reg. NO. 12469 29.� � � _2a-s-s � 11 2 �3 4 5 6 7 8 8 10 71 12 13 1.5X3.2 1.5X32 1.SX3.2 1.5X3.2 6X12 3X4 3X4 3X4 1.SX3.2 3X4 1.5X3.2 W=3�433X4 6X12 � ! B � 1-6-0 t-6-0 � � ST18-SX10.4 6X12 3X4 W=TL16-3X11.2 3X4 3X6.4 6X12 ST18-5X10.4 N=1.SX4.8 � 24'6-8 �, 1 20 19 18 77 16 15 14 1622#3.50' 1628#3.50' 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psi Designed By:BS QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � BRACING A'ARNING DESICN INFORMATION � Checked By: B'acina shown on fhia drawing'v not ercction brneing,wind bracing, Thir desi�n'v(or an indiridud 6uilding�ponent and ha.r been 6ared on in forma- BC LIV! 0.0 � porwl bmrin or rimilar bmcin which is a part o f tht 6uilding fion pronded by tht client The deri� laim+anr ntponsibiliry for damagea deaign and w�h must be conr�d by the 6uildixg derigner. m a nsult of fauGy o�incomea tn jormatia�,aptc�f�caaow md/or desigrv BC Dead 5A F15f p816:10-30-92 ����0 Braung ahown is/or/aferal aup pat o f waa membcra on1y W rcduee Jurnithed w ffte dusr dtrigner 6y the rLent md the torrcuneas or accumcy o f TOTAL 55.0 bvcklixg 4ngh.Provision.r mus[6e mvde to ancho�late�d 6mcing this in formation ar&may relate m a rpeci�icp��ec t Thir Wir haa 6ten � atendrandrpeciJiedloca6anrduerminedbythebuifdingdeaigner. desi dinacco�dm�cewuh"TP/-BSandNDS�86"wbeincorporatedaspartof DesignCriteria•TPI mc Additlonaf 6mcing of the overaII atrucmrc may b�rcgvircd the iWing detign 6y a BuiJding Desi�ter.When m�iewed for apprm�d by the LOAD DUR.FAC• 1.00 ' (See fIIB-91 o f TPI). For apecif'u wsa b�odng rcquurmenu, b¢ilding designer,ehe design loadings ahown murt 6e checked ra 6e surc that the � --A'OOD TRUSS SYSTEMS- coruact 6uilding deaipner. (Truas Plate Inatimte,TPI,is iocared data shown ax ut agreement with the bca(6uilding codea,!«al climatic rcrnrds a[383D'OnofrioDnve,Madison,R'uconr,ir.33719). forwindo�anowloada,projectapecif��,�,o..,a�top�a�. SPACING: 16.0" Seqn:08.17.92-7s�a� LYMAN WO:a41ao WE:a415o.2 Truss ID:EE TOP CHORDS: 2-4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each 'oint Locations BOT CHOROS: 2-4x2 SPF 2100E-1.SE � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8> 16- 4- 0 15) 19- 9- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 1- 8 16) 16- 4- 0 2-4x2 SPF 1650E-1.5E 2.3.16.17 NOTE: Maximim truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 4- 8 17) 11- 5- 0 All COt�RESSION Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 TC...FORLE...CSI ..BC...FORCE...CSI continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19? 6- 6- 0 �i- 2 •2a o.i� z�-2o 4337 0.e3 6> 11- 5- 0 13) 24- 6- 8 ZO) 4-11- 0 Z- 3 -7692 0.48 20-19 2363 0.67 �) 13-1�- 8 14) 24- 6- 8 21) �- �- � 3- 4 -7692 0.44 19-18 8971 0.�3 ---- TOTAL DESIGN LOADS ------------ 4- 5 -8363 0.�� ie-i� e9�i o.�3 Uniform PLF Fran PLf To 5- 6 -9247 0.59 17-16 9193 0.75 TC Vert -16 0- 0- 0 -�fi 4-11- � 6- 7 -9247 o.se ie-is soa� 0.65 TC Vert -66 4-11- 0 -66 19- 9- 0 �- e -s�eo o.ss is-�� 4364 o.4i TC Vert -76 19- 9- 0 -76 24- 6- 8 8- 9 -8760 0.si BC Vert -6 0- 0- 0 -6 24- 6- 8 9-10 -8760 o.4t Concentrated LBS Location io-ii -�ssz o.�s TC Vert -1282 4-11- 0 ii-i2 -�ss2 0.49 TC Vert -1282 19- 9- 0 12-13 -23 0.12 .MEB...FORCE...C51 .NEB...FORCE...CSI I IIK� �� �� � �� �� « ro�� 1-21 -87 0.02 7-17 61 0.05 2-21 -4791 0.28 7-16 -185 0.14 w� � � � � � � �� 2-20 3829 0.36 9-16 -120 0.02 afld� � �j �� ��s� �� 3-20 -1326 0.26 10-16 B11 0.69 U��� � �( �� � d �M�, 4-20 -855 0.19 10-15 -795 0.16 4-19 344 0.T9 11-15 -1215 0.24 __Ir��� • • -���� 5-19 -681 0.19 12-IS 3689 0.34 � 5-17 310 0.26 12-14 -4822 0.28 6-17 -139 0.03 13-14 -92 0.02 / �f Qf �a[O �`�v�7 v r �. � 1L�iV7 28.� 24-6-8 L F 1 2 3 4 5-6 7 8 9 70 11 12 13 1.5X3.2 TL16-8X17.5 TL16-8X17.5 6X6.4 t.5X3.2 1.5X4.8 3X6.4 SX4 SX4 1.SX4.8 4X4 1.5X4.8 W=3X4.sX6.4 1.5X4.1 --� B �- 1-6-0 1-6-0 �- BX12 8X16 4X4 W=TL16-3X11.2 4X6.4 4X8 8X16 8X72 �_ 24-6-8 � � 20 19 18 17 16 15 14 2224#3.50' 2237#3.50' 2a-s-s J SCele = 02500 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST WARNING: REAO ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS� �D�D�, A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead t0.0 psf � 1 BRACINGWARNING DESIGNINFORMATION Checked By: �V� Bracing difOM91 OR f�liJ dITN/i81.T/IOf[KCd<'��bMCVIg,wind bracing, Thir dui�n ea fo�an individ�d building cornponent and haa 6een 6axd on in forma• BC uV@ 0.0 F1Sf porra(6rating or rintilar 6rating which is a part a f the 6urlding lion prov�ded 6y the dien�.The deri r dixlaima any reaponribHity jor damages BC Deed 5.0 PSf Dete•10-30-92 deaign and which mutt 6e con.ridned by thr Fui(ding duigner. aa a rctuM o f(mdty or inrnrrctt in�rmadan,sptti fica4on.+and/or deaigns • . 2� Bracing ahawn ir Jor lateral su ppor[o f nux+memben onl�[o rcduct fumirhed rv tht nuss designn 6y client md rhe comettnesa or accumty o f TOTAI SSA F15f 0��� 6uckling lendd� Provisions mun be mad�rn onchor lattra 6wcing this inJormation ar it may rclaee ro a speci�ic pro�j�cL Thie dvra haa been at ends mid+peciJad locatlona dearmincd tiy rhe bujfding deaig+w. derigntd in accordanee with TPI-83"and NDS-86"m 6e incorpoiakd aa part oj Design Criteria•TPI �lddiriona!6�acing af the mKrall sducturc may 6e rcquired the 6u'tldtitg design 6y a Buil�ng Desig�ur.R'hen m�iewed forapproval6y the LOAD DUR.FAC: 1.00 � /See XIB•91 a f TPI).For rpeci fic duaa brccwg xquuemenu, 6uilding deaigner,the deaign loadinga ahown rw.rt be checked to be surc that the --A'OOD TRUSS SYSTEAlS- contact 6uilding deti�ner. (Tn�ss Plare Irutirute,TPI,u iocaud data rhown ate in agrcnnent with th�IocaJ buiJding mdea,foca!climaat reco�ds SPACING• 16.0" S@(�Il'08.17.92-73183 at 583 D'OnaJrio Dnve,Madixon,W'iscon.rin 537191- for wind or anow 7oads,pro ject rptci ficotion.r or tpecial a pplitd loadr. � � LYMAN WO:4a�4o WE:a4151.1 Truss ID:FF TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 60T CHOROS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 4- 0 15) 19- 9- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 1- 8 16) 16- 4- 0 4x2 SPf 1650E-1.5E 2.3,16,17 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 11- 5- 0 All COhQRES5I0N Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 ..TC...FORCE...C51 ..BC...fORCE...C51 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 i- 2 -29 o.zo z�-zo zo�a a.ab 6> 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 2- 3 -3533 0.36 20-19 4093 0.77 �) 13-1�- 8 14) 24- 6- 8 21) 0- 0- � 3- 4 -3533 0.25 19•18 467� 0.96 4- 5 -4092 0.50 18-17 1677 o.9e ------------ TOTAL DESIGN LOADS ------------ 5- 6 -4961 o.ez i�-�e �e9a i.00 Uniform PLf From PLF To 6- 7 -4961 0.63 16-15 3826 0.16 TC Vert -76 �- �- � -�6 4-11- � 7- 8 -453d o.s3 is•i� 2oie 0./6 TC Vert -66 4-11- 0 -66 19- 9- 0 8- 9 -1531 o.s� TC Vert -76 19- 9- 0 -76 24- 6- 8 9-10 -4534 o.so BC Vert -6 0- 0- 0 -6 24- 6- 8 10-11 -3463 0.26 Concentrated LBS Location 11-12 -3463 o.ss TC Vert -259 4-11- 0 12-13 -29 o.zo TC Vert -259 19- 9- 0 .MEB...iORCE...CS1 .NEB...fORCE...CSI 2-21 -2 316 0.31 7-16 -412 0./2 M�R� � � � �� � �� O� f0(7plf P��r�d by Ir1� Or undot 2-20 1705 0.32 8-16 -166 0.03 � �� ' � a � f�{fiC� ��yjsjp� 3-20 -379 0.08 10-16 B08 0.68 � R9$,�I�� ��� 4-20 -740 0.17 10-35 -637 0.13 � � � t� � � �y� � 4-19 348 0.29 11-15 -340 0.O7 �� ••����AdpR 5-19 -669 0.19 12-15 1645 0.31 '�/;�'vy'a, 5-17 325 0.T8 12-14 -2321 0.34 � �' 6-17 -162 0.03 13-14 -135 0.03 Date -Z'"�Z Reg. ho. 12469 28.� � 24-6-8 � �1 �2 �3 �4 5 6 7 8 9 10 11 12 13 1.5X32 ST1&5X10.4 ST18-5X10.4 1.5X3.2 1.SX3.2 1.5X3.2 1.5X3.2 3X4 3X4 1.SX3.2 3X4 1.5X3.2 W=3�1� 1.SX3.2 --�- B _ B --�- 1-6-0 '1-6-0 _� � 4X12 4X12 3X4 W=TL76-3X11.2 3X4 3X6.4 4Xt2 4X12 24-6-8 � 1 20 19 18 17 16 15 14 1206#3.50' 1208#3.50" � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-lOK 2aGA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC l3ve 40.0 psf Designed By:BS QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 n l BRACINGWARNINC DES/GNINFORMATION BC LIV@ 0.0 � Checked By: Il� Bracin ahown on fhis drmving ia not necar,r�braein,wind bracing, Thir desi$n ir for art individud 6ui(ding component and haa 6een baaed on in fomia- P ae g portal �acin�w rimifar bmceng which is a part of the buifding 6on provided 6y the client The deri �duclmme anY rcsponsi6itity fos damagu BC�8�1 5.0 S} deaign and w h muat 6r mnndercd b y the buildixg dexgner, as a rcrult of faulty m im�omec[in��mafion,speci fuations and/o�deaianr P �ate:�aaas2 O���� Broceng ahown u Jo'lateral aupport of dura mrmbera on!y to xduce funwhed ro the bu.ra derigrtn 6y clien�and the cwndneaa or accuraey o f 6uclding lengh Praviaiona must 6e made tn anchor b�ervl bmcing thir inJomiatin.on m it may rcl�e ro a speei rcp �ect Thia br�aa lw.r 6ern TOTAL 55.0 � ma' ro at ends and apecr f'udlocationa detem�ined hy[he building designer. deriy��in acco�dance with 7Pf-83'and NOS-86"m 6e inco�porated as part o f Design Criteria•TPI Additional bracing o the overaQ mvcmre mny 6t required. tht bu'Jdins dtaign 6y a Building Detigner.R'hen m�iewed for approvd 6y the LOAD D U R.FAC• 1.00 ' (See HIB-91 o f TPI�Fw speci fic wu bsacing tnments, building dtaigner,the design badinga thown mutt 6e checked ta be xurc that fht � � ---•WOOD TRUSS SYSTEMS- coivac�6uilding deaign��. (Truas Plau Inrun�te,T�ir/xated dara ahown me in agreement with the laca!6uilding codes,lacal cGnwric mordr SPACI NG: 16.0" Se rl'08.17.92-73187 at 383 D'Ona frio Drive,Madiaon,A'irrnnrin 53719). fw wirrd or anaw loadt,projed rped f'tcotionx or tpecial a ppGed laadr. q ' LYMAN WO:44140 WE:441512 Tru&s ID:GG TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BOT CHORDS: Z-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 l0i 16- 4- 0 19) 16- 4- 0 2-4x2 SPF 2400E-2.OE 2 on truss vertical. 2) 2- 7-12 1]) 16-11-12 20) 14- 6- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 12) 16- 1- 8 21) 9- 7- 0 2-4x2 SPF 1650E-1.5E 2.3.5.19.20 All COhh�RES5I0N Chords are assumed to be 4) 6- 6- 0 13) 19- 5- 4 22) 6- 6- 0 4x2 SPF 1650E-1.5E 7 continuously braced unless noted otherwise. 5) 8-11- 8 lA) 21-10-12 23) 5- 1- 4 2-4x2 SPF STANDARD 17 6) 9- 7- 0 15) 24- 6- 8 24) 3- 0- 0 ..TC...FORCE...CSI ..BC...FORCE...C51 �) 12- �- 8 16; 24- 6- 8 25) O- O- O i- 2 -2s o.i� 2s-2a e552 0.se 8) 14- 6- 0 17) 21- 6- 8 2- 3 -8398 0.50 24-23 4552 0.36 9) 15- 1- 0 I8) 19- 5- 4 3- 4 -10274 0.58 23-22 8398 0.61 e- s -io2�a 0.93 22-2i 1T233 o.e3 ------------ TOTAL DESIGN LOADS ------------ s- e -i2aio 0.�3 2i-2o 12635 o.e� Uniform PLF From PLF To e- � -izaio o.9z 2o-i9 12360 o.es TC Vert -76 �- 0- 0 -76 4-10- 0 �- e -i2aas a.v� i9-ie tizes o.eo TC Vert -306 4-10- 0 -306 9- 7- 0 8- 9 -12445 0.�2 ie-i� 1536 0.36 TC Vert -66 9- 7- 0 -66 15- 1- 0 9-10 -11686 0.79 11-16 �536 0.57 TC Vert -306 15- 1- 0 -306 19- 9- 0 10-11 -11686 0.ez TC Vert -76 19- 9- 0 -76 24- 6- 8 ii-iz -eesi o.eo BC Yert -6 0- 0- 0 -6 24- 6- 8 iz-is -eaei o.eo Concentrated LBS Location 13-14 -8481 o.se TC Yert -250 9- 7- 0 14-15 -26 a.ia TC Vert • • -250 15- l- 0 .MEB...FORCE...CSI .MEB...FORCE...CS1 � hereby oostify th8t ihis .�} 2-25 -5030 0.29 9-20 201 0.17 w3� �f� r��' ��'d�bn� qr re}�ort 2-23 4313 0.40 9-19 -952 0.20 arwl that � � � m� °7 u^�� mY ��ect wpo��n 3-23 -1927 0.se 10-19 -119 0.oz �Y Re8i�3toted p�,p�j�gjp� 3-zz 2sie o.2a ii-i9 e�s o.�a untl� th� 11p�s pf� M �e�ot1�. EnBlneo� 4-22 -688 0.14 11-IB -3145 0.32 5-2� -2197 0.32 13-IB -551 0.11 � , '1�� 28�T5� 5-21 396 0.34 14-18 4425 0.41 6-21 -220 0.04 14-16 -SO10 0.29 y . �-zi -2si o.o� is-ie -ioo o.oz D8t6 f�-2 ��(Z �, �-z o -z i z o.o e 24.6..8 ReQ. No. 12459 71 �2 �3 4 5 6 7 8 9 1011 12 13 14 15 1.5X3.2 TL16-8X17.5 1.5X4.8 1.5X4.8 6X6.4 6X12 1.SX4.8 1.5X3.2 1.5X4.8 RXS 6X12 4X4 1.5X4.8 1.5X4.8 W=3X4.8 TL16-SX17.S.SX4.8 �- ' - 1 -�- 1's'� t-6-0 �_ _. � 8X16 W=3X4.88X12 SX12 6X6.4 6X6.4 6X6.4 W=3X4.8 8X16 TLt 6-8X17.5 24-6-8 5 24 23 22 21 20 7�18 17 16 / 2327#3.50' 2329#3.50' � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-1_OK 20-GA ST scele = 0.2500 W�IRNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS QDQDQA COPY OF TFIIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 e.i� BRACINGWARN►NG DESICNINFORMATfON � Checked By: F� Bmcina rhrnm on�hu�awing is na ereccon 1�mcing,wind bweing, Thia desi�n is jor an indivi�d building c���,u a,�d��r���b�a o„�,fo.„�- BC Live O.0 � porfal biadxg w rimilar bmcing which it a p��n o f the building aon prw�ded 6y�he cfient The deri � any nspvnsibiGty far damag�ea gC Dead 5.0 deaign and w/uch nwrr be conaidercd by the hu ifding deaigner. as a reeult of(�uhy m incomrtt in onna0nn,speci f�catlonr and/ar designa P� Dete: 10-30-92 O���� �uhy . Bracing al�own i+jor latemi svpprn of bvaa num6us an!y to rcdua fumiahed tn t�e wrr�sigrrer 6y cli�nt and�he eonrcb�efa or acarracy o f buc/ling�ength.Provirions mua�be made m r,,�chrnlaterd bmcing t/ur in fomiarion as tt may nlate to a apedticpro ect This was haa 6een TOTAL 55.0 � arendrandrpecifiedlacatlnnrdeterminedhydrebuildi.�gderigner. defi inaaordancewithTPl-BS"and NDS�to6eincorporatedaspartof Design Criteria:TPl AddiBona!6mcing of tht ovtrafl struce�n ma y be requircd dtt�ilding derign by a Building Dt.rigner.Nlioi miewed for approva!by the LOAD DU R.FAC. 1.00 (See HIB-9/o f TPI).Fo�apcci f'u nuaa 6ra.ing rcquvements, building designe�,�he detign bodinga thown muat bt chtektd m 6e sure dtat tlte -ii'OOD TRUSS SYSTEMS- conract budding deri$na. (Truss P/ate lnrdure,TPl,is lacated dara rltown arc in agreemen�with the locd 6uilding codta,local climaric rccordr SPACI NG: 16.0" Seqn:08.17.92-73190 at 583 D'Onafno Dnve,Madiaon,A'Gmnru�S?719). frn wind or tnow loadr,project aptei ficatian.r o�specia(applied loada. LYMAN WO:4a14o WE:44151.3 Truss ID:HH TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 4x2 SPF 2400E-2.OE 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 9) 15- 1- 0 17) 19- 5- 4 BOT CHORDS: 4x2 SPF 2100E-1.8E o� truss vertical. 2) 2- 7-12 10) 16- 4- 0 18) 16- 4- 0 WEBS: 4x2 SPF STAND/1RD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 11) 16-11-12 19) 14- 5- 0 4x2 SPF 1650f-1.5E 2.3.5.19.20 All COhPRE5SI0N Chords are assumed to be 4) 6- 6- 0 12) 18- 1- 8 20) 9- 6- 0 continuously braced unless noted otherwise. 5) 8-11- 8 13) 19- 5- 4 21) 8- 6- 8 ..TC...FORCE...CSI ..BC...FORCE...CSI fi) 9- 6- 0 14) 21-10-12 22) 6- 6- 0 i- z -2e o.is z�-z3 zaae 0.36 7> 11-11- 8 15) 24- 6- 8 23) 5- 1- 4 2- 3 -4364 0.38 23•22 d364 �.55 8) l4- 5- � 16) 24- 6- 8 24) �- �- � 3- 4 -5307 0.36 22-21 6655 0.86 4- 5 -5301 0.56 21-20 6655 o.es ------------ TOTAL DESIGN LOADS ------------ 5- 6 -6900 o.so 2o-i9 �io2 0.95 Uniform PLF From PLF To 6- 7 -6900 0.91 19-18 6876 o.s9 TC Vert -76 �- 0- � -�6 9- 6- 0 7- 8 -6986 o.ee ie-i� 5929 a.ie TC Yert -66 9- 6- 0 -66 15- 1- 0 8- 9 -6986 0.51 17-16 2447 0.36 TC Vert -76 15- 1- 0 -76 24- 6- 8 9-10 -6268 o.si BC Vert -6 0- 0- 0 -6 24- 6- 8 10-I1 -6268 o.4i Concentrated L85 Location ii-i2 -esee a.ei TC Vert -410 9- 6- 0 iz-is -e3es o.ez TC Vert -410 15- 1- 0 13-14 -4368 0.44 11-15 -30 o.to + �� � � �� �� ��� � �„ .MEB...FORCE...CSI .MEB...FORCE...C51 1-24 -116 0.02 8-19 -133 0.03 wu � � � a UfK�� f11� f�{}�� � 2-24 -2741 0.41 9-19 253 0.21 9fl1� �1� � �1 S � R6g{4�,�f� PI�aS�6�OfIQ� � 2-23 2195 0.!1 9-18 -902 0.19 ut�� � �a Of � �� � � 3-23 -10l9 0.21 10-18 -50 0.01 3-22 1323 0.25 11-iB 798 0.68 i�J"'�►' ' i���.� 4-22 -165 0.03 11-17 -1765 0.51 ( 5-22 -1543 0.45 13-17 -194 0.04 5-20 669 0.51 14-I7 2124 0.42 �p 6-20 -/84 0.10 14-16 -2737 O.dO � ���Z I� p,�,, 7-20 -231 0.07 15-16 -133 ��•75" "oH• �• �2�9 7-19 -132 0.04 �'1�� s 24-6-8 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 1.SX3.2 1.5X3.2 1.5X3.2 1.5X3.2 1.5X3.2 W=3X4.8 1.SX3.2 1.5X3.2 8X12 SX4 4X8 3X4 1.SX3bL4 4X8 1.5X3.2 8X12 � ' _ e -�- 1-6"� 1-6-0 � � ST18-5X10.4 6X6.4 4X8 4X4 3X4 4X6.4 4X72 ST18-5X10.4 W=TL16-3X112 N=3X6.4 24-6-8 � 4 23 22 21 20 19 18 17 16 1404#3.50" 1405#3.50' �es 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale = 0.2500 WARNiNG: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS QaQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf n �-- BRACINGNARNlNG DESICN/NFORMATION Checked By:�UI B�acing s/wwn on this dmwing is not erccaon bracing,wind 6rvcirtg, This deri�n is for an individual6vilding canponau md har 6ern 6ared on in forma- BC LIV@ 0.0 F1S} po�ta!6racing o�.rimifar bmcing which ia a part of the 6uiWing tlon pronded by the cL'mt.The dui r dircla'tms any rcs porvibiGty for damagea BC Dead 5.0 Sf 0 ,� �p dea�gn and w/uch muat be considercd by�he Nuilding deaiarw. af a rcru4 of`miky or inconed in ommtlon,aptci fuafiona md/o'designs P Date:10-30-92 � Brucing ahown is Jorlateral rtupport o f waa mcmbm onfy m redutt )um'uhed to l7te bua:derigne�by tlitnt and the comecbw+o�aeamcy of 6uckling length Prvvisions must be made to onchor Icrem!bmcing thia in forn�a6on as it mny,rlate m a apeci�icpn ea.Thir dusa haa 6ern TOTAL 55.0 PSf ar endr and apeci f'�ed locariou dete�mined 6 y dm building deriano. desi��in eecordance with'TP(-BS"end NDS�to 6e inco�porated as pan o f Design Criteria:TPl Addifiorra!bracing aj the ovemll mucmrc mr,y 6e requiied tht 6u'�I�tg desian by a Buildi»g Darigner.When m�Iewed jor npprm�n!6y the LOAD DUR.FAC: 1.00 (See HIB-91 o f TP/).Far s ci fic nurs bra�ing rcquurmerttr, buiJding designe�,Jhe deaign Inadin a shown nwa[be checked w 6e.run dwe[he g w --WOOD TRUSS SYSTEAfS- contac�6ui(ding deri�rter. ( NTS PIafC/n.ifiRrfe�TP/,is tocated dara ahown are in agreemtnt with tht(ocaf 6urJding codta,7oca!climatic rccardr SPACING: 16.0" S@ fl'08.17.92-73191 at S83 D'Ona frio Dnve,Dfadiron,A'isconsin 537191. for xind or snow bada,pro jed iptci f'uafiont or apecial applied Ioadr. q • LYMAN WO:a4140 WE:44152.t Truss ID:JJ TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 2-4x2 SPF 2100E-1.SE 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 4- 0 15) 19- 5- 4 BOT CHORDS: 2-4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 7-12 �) 16-11-12 16) 16- 4- 0 WEBS: 4x2 5PF STANDMU NOiE: Maxim�m truss spacing is 16.0" o.c. 3) 5- 1- 4 10) 18- 1- 8 17) 11- 5- 0 2-4x2 SPF STANDAR� 2.17 All COhPRESSION Chords are assumed to be 4) 6- 6- 0 11) 19- 5- 4 18) 8- 6- 8 2-4x2 SPF 1650E-1.5E 3.16 continuously braced unless noted otherwise. 5> 8-11- 8 1�) 21-10-12 19) 6- 6- 0 4x2 SPF 1650E-1.5E 5.7.8.13.14 6) 11- 5- 0 13) 24- 6- 8 20) 5- 1- 4 ..TC...FORCE...CSI ..BC...FORCE...CSI �) 13-1�- 8 1'1) Z4- E- S ZI) O- O- O 1- 2 -25 0.11 21-20 3287 0.29 2- 3 -5990 0.26 20-19 5990 o.as ------------ TOTAL DESI6N LOADS ------------ 3- 4 -7377 o.zs i9-ie 9464 o.�s Uniform PLF From PLF To 4- S -7377 o.si �e-i� 9464 o.ei TC Vert -76 0- 0- 0 -76 9- 6- 0 5- 6 -10823 0.�9 i�-ie iosse o.ee TC Vert -325 9- 6- 0 -325 15- 1- 0 s- � -ioe23 o.ei 16-15 8305 0.63 TC Vert -76 15- 1- 0 -76 24- 6- 8 7- 8 -8923 0.53 15-14 3285 0.30 BC Vert -6 0- �- � -6 24- 6- 8 8- 9 -8923 0.33 9-10 -6032 0.30 ' �4�_ � � t�l� � �� � 10-11 -6032 0.37 ��rrW 11-12 -6032 0.27 w� ��� � � Q� ur�� � d� Or �'t 12-13 -26 0.14 .MEB...FORCE...CSI V�� � � � RaD�'•�ed Prot�n .MEB...FORCE...CSI � i-2i -ioe o.02 �-i� zee o.2a �ih0 � a( 2-21 -3623 0.37 7-16 -1844 0.51 � ^ ,�' '��_/Ye/'✓ 2-20 3033 0.28 8-16 -325 0.06 �y��d� 3-20 -1367 0.27 9-16 1348 0.25 3-19 1860 0.35 9-15 -2549 0.37 4-19 -141 0.03 i1-15 -224 0.04 � ��7_-y2 5-19 -2341 0.34 12-15 3081 0.29 '�'�'��+• - p�, �,�p. 12,� 5-17 I515 0.28 12-14 -3620 0.37 6-17 -816 0.16 13-14 -112 0.02 28.75" l�el , � 2a�-s 1 2 3 4 5 6 7 8 9 10 11 12 13 1.5X3.2 i.5X3.2 1.5X4.8 8X12 1.SX4.8 1.5X4.8 1.SX4.8 8X16 SX8 6X12 t.5X4.8 6X8 1.5X4.8 W=3X4.8 8X16 -�- 1 , � t-�-o t-s-o � - � 6X12 8X8 6X12 ST18-5X10.4 8X12 8X76 6X12 W=TLi s-3Xt 1.2 24�-8 1 20 19 18 17 16 15 14 1716#3.50" 1719#3.50' � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o pst Oesigned By:BS QDQDQA COPY OF Ti11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 ,/LV BRACINCWARNING DESIGN/NFOR6fAT/ON � CheckedBy: 10l Bracing ihown on thi.r drawing ia not ercetiari 6racing,wind 6mcing, Thir d�d�is fo'an individud 6uilding canp�r��and har been bared on in fomw- BC�V@ 0.0 P8f partd 6raeing or rimilar bracing which ir a part o f the(nri/ding arn�prw�ded 6y the clitnt The derig�dixlaima an xapansi6iGty fo�damagea design and which nwat 6e considered 6y the tui(ding derigner. m a rcruh of}'adty or incomecY in jormatlan,rpcci feYca6oxa and/or designs BC Dead 5A PSf Date:10.30-92 0� �0 Bradng ahokm'v(or lateral aupport o f was membera ady m rcdua fum'uhed m the bwa derigner 6y the eL�nt and ehe comecmers or accvmcy oJ buckL'ng kngtl�.Provision.T muat be made w anchor Ioeerd bracing this in formadnn os ir may rclau W a apeci�iepo�t,Thia duat haa 6etn TOTAL 55.0 PSf �endrmrdapecified7ocationsdetermin�dbythebuildingAerignei. designedinaccordmicewith7P1�85'and NDS�86'tobeineo�poratedaspmtof Design Criteria•TPI AddeGond bmdn�go tht ovemp advcan n�ay 6e nquircd the bu'ilding design by a Building Designa.When rcviewed for approval by the LOAD DU R.FAC: 1.00 ' (See HIB-91 o f TP/jf.For rpeci fic was 6racing rc�urxmew, building derigner,dre design loadinga shrnvn must be checked w be mrc d�at the ---N'OOD TRUSS SYSTEMS- corvaa buildi,�g dui pne,. (T,us.r Plare I,vdrua,TPI,u 1«ated dara shown are in agrcement widi the/ocd 6uilding codes,l«d cllma6c rccordr S PACI NG• 16.0" S@ Il:08.17.92-73196 at 383 D'Ono frio Dnve.Maditon,Wirmnsin 53?19). fas wind w anow Ioada,Pro ject apeci f'tcadora w specid applitd bndr. • q . r,uwKrh' Fp .._._.... — - � BY - , oar�� 4_2 tz � oR.11�Iyr( . . . . . . ��.,,,, G LE3AL DESCRIPTiON • • �ar s..r - . .. � L'ot 2r 930ek 1• Su'aI WOadS. � _ wg�•�j•liW Zsu1 Henneoin County, :iinnesota. ' � +— _ — — . ��-�-- a.ts � ' �--.�:y'._ � - -- - �� LOT AREA a 53,421.89-aq. rt. (1.2264 acrea - � �-.- - . � s HUILDIKG ENVELOPfi AREA � 19,483.23 sq. f�. � � �'�_}''g ` �� • ,(50 ft. S,rr sethack, 40 side R6tback) ��; I . M MAX .H11RD SORFACE, IN E.IVELOPE = 15,586.6 sq. ft. (80%) . . I • -� f,�,-�-' .. �* - _ __ . � - ,� ____..___:,.p:_._ _�M � _ .�,_ �.�. _• � � 1 ,�� _ . _ .:� � . ' ii ' • f- . . � . . . � . . . . _ � . _ ' . �,_d.7 r • ItK ��_ . � "'_ .�.'�'� �N�• ' . _. . . . .. .: � � ' ' .... � � . � _ - -_ _� . . 44. �T . . . . __. . . , . . . : . t � .-�..o . _ _ . ,' i�„ ... _ _ �- . . - _ _ ��.. ..�_ . .�. � . _ _ _ �n� ...�.. . �,_ .._ : _.._ ..... -,,:-.. -�� _ _ � __ .. . , : :� : -. � -- . .. _-�� r � � '- _: • ;` ' .' � �" 4. �_/ ' ,� . .. -. . . . . _ S� _ _ �� . �N :, - - _ ; a • � � : _� � . . �� ��or� : . � �, . � • "� � . ",�, PRovotEp � . _ 3 l, � ;�:.�.: i� i� • 4p - ,.e . 1 � — . • � �` OWE4W4 �„�� : � :� I �...u. � « � a� � �•_ . � . J ; bT. �` �� � . : � � I • � . scA�E= r"=30� N � � ; M�., ••.. � : �.� . .. � '. ` ' � Lsp � •.I '. r - � Y,� „w""' � . � � ; o •" � � : � M : i'� �� � n.. �� �u•:�ti __ . w;�>y ; .. � : ENOTES IRON FOUND • � � ; , It � ENOTES IRON SET =�•�•' �"'�.. � • ENOTES pIREGTION OF SURFACE FLOW � - `�" - ' � - a +��������� �� MW - M�� � r ENOTES EXISTING ELEVATION . � ; •ti --•---_ _- �r.;'•' � ENOTE3 PROPOSED ELEVATION � s� i+ �► i-- . - - "� "-----r-_--- _r�a._----- ,' y ' w,� _ PROPOSED ELEVATIONS ' ' � - �i; � �NEST FLOOR f , • - rtr�+ ; •- e ARAGE FLOOR e ;��" •-�� � ? � �aw a- OP OF FOUNDATION f f,� ^ =1- ,a ���:. � . t .�� __ _ f � g -; . . s vw� . . _ 1 _ .� � _ �� _ a.,'' .� p.se.+ € i"s�."^.er.r � •� ° .�, ,� s�Ha /� — �_ . _ i . ' . . . r�'� � . . ._ .s+�itaun � O ,M4 : ,.�,�.��� . ��"� � R��A�+ ��� . ' . � . . �N � •i� � - rws�.� � � � � �Rslx�e ���f ts��w, - _ . � . . fe�ws� �e yf YI • . � � � .��1llN �. - _- _� .. _ ..._ . _:. .. 1� . .. . . �L. t.�y�. _ " �... _ . _ M47 ' . � . � �_ - .":�-�wf�/1C[ 4-!!"�/ �. . � . � cR/,a.wrts) . _ 4�I.a.wNJT �— , '..'. ' ' _ � —�— 1�M4� . . � -�-11._- _ _- - '. _ . . . _ . . . "_' ' . .. .. _ ._ ... . ... . .�. - . .-_ =����i _ -. . . � . �= SUGAR WOODS DRIVE ._�:-; . a�_;�_:.�::. �`��Aat! ' �.�r � .. . .. ..... ; ., .. �� ..�-^' ' s� �5 j �I� 0� v�V1�10 , �C. 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'�1�..�� TELEPHONE NO. �I�� �' ��'-� �� � D � ION �2�-/�!—�a�� � 1 FOOTING 1` 11 MECHANICAL RI 16 WELLTEST PUMP Q G 11 MECHANICAL FINA� 18 EXCAVIGRADINGIFILLING y 031NSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT 2 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS � ��-� s � � � 0 � � 0 � W � Q � Z W � W � j GW �WORKSATISFACTORY:PROCEED - PROJECTCOMPLETE � CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r, pHOTOTAKEN INSPECTOR WILL RETURN C7 STOP ORDER POSTED.CALL INSPECTOR - CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlCon tor site: _ Inspector. White Copyllnspector' File Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN / S�`� y INSPECTION NO I E SCHEDULED � � >-z �� PERMIT NO. � COMPLETED �� �I ADDRESS � �- 'z'��-��� OWNER .�'' CONTR. ���� TELEPHONE NO. ��C� " 7 C� =� �' � �N �;��,r,r�'''/��_e� � � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION h 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 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 � COMMENTS: � � � s � • o S �f a � 0 � w � Q ti z W � W � � GW �WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE � C CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. _ pHOTOTAKEN INSPECTOR WILL RETl1RN - CITATION ISSUED C STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 Owner/Contra r on _ inspector. White Copylinspector's Fil Canary Copy/Site Notice ✓ DATE TIME CITY OF ORONO CALLED IN LQ �l' — INSPECTION NOT CE SCHEDULED /6%i 9/� L-- // �C� C> PERMIT NO. ' ��� COMPLETED ADDRESS � �C%G ' z-r�' OWNER/��-1�� CONTR. TELEPHONE NO. ��"-� �� ��C'-' � � DF�ION !' � e � o��f OOTING� 11 MECHANICAL RI 16 ELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT W 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP = 10 PLUMBING FINAL 23 SEPTIC FINAL J Q OWNERICONTAACTOR TO MEET YOU:_YES_NO Z � COMM NTS: W � y Q L�cS� S � J O � � �CU ��G 0 � w � Q � z � W � ` W � � d W WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE � COFRECT WORK 8 PROCEED I i ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ,�, pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n t inspection 24 hours in advance.473-7357 Owner/Con a r n ite: Inspector. White Copyllnspector's ile Canary Copy/Site Notice v� DATE TIME CITY OF ORONO CALLED IN " � l���U� INSPECTION NOTICE� SCHEDULED - � ���Q� PERMIT NO. ��%��� connP�ErE� t���_ �' ADDRESS ��%�' �� �,��e���� �� OWNER � ����s� CONTR. ��`�'� ����'-r'�� TELEPHONE NO. �� ' �U �a � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING � 03 INSULATION 2�OOD BURNER/ PLACE :h9 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 � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT 4Qi 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP Z 10 PLUMBING FINAL 23 SEPTIC FINAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: < � � ,.- � .- i � , ; ��, Y -�.._ ,� �"�, j O a � O � W � Q � Z W � W � � �� d �7�`I WORK SATISFACTORY:PROCEED i� PROJECT COMPLETE W � �C� CORRECT WORK R PROCEED C� ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �, PHOTOTAKEN INSPECTOR WILL RETURN ;=1 CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR CJ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the Rext inspection 24 hours in advance.473-73�J7 OwnerlContrac�or Qn site: � Inspector. � i��%��� r White Copyllnspector's File Canary Copy/Site Notice � DATE TIME CITY OF ORONO CALLED IN /�/ 93 INSPECTION NOT CE SCHEDULED . 93 � :3° PERMIT NO. 3 COMPLETED y +�— /� ADDRESScz���-�J ���•�� OWNER �� , a.r.J CONTR.� /y�t.�2,A.� J TELEPHONE NO. �"�1.�.5-�'`���' � DESCRIPTION � �?�,/��/L�/ � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 2 FRAMIN 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETlTURN 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO ��„ COMMENTS: � a -►�na�,� .loor U� � � O a � O k W � Q � 2 W � W � � d �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContragtqr op�site: Inspector. (�-V White Copyllnspector's File Canary CopylSite Notice , DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED �t� � ADDRESS aOO� �Lt�Q�'t,Jc�d� �r � OWNER �� °t, CONTR. �0.vWW TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGlFILLING y 03 INSULATION 24125 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 � 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 � COMMENT : a �.P.f'i0r` � � O >. � O � W � Q � 2 W � W � � d WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W � CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY 0 BEFORECOVERING _�pERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR G CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contra p�site: Inspector. � White Copyllnspector' Flle Canary Copy/Sife Notice � t1iJi'1�''�"' �' i `n -- ..��v - _ BY �.�� DATE.__ - z s-q-z- DRAi�r.q4� LEGAL �ESCRIPTION •uT���rY . ��lsl..�w�t � " io��.9 T;�t 2 , Bl��k 1 , Suyar k��ds , � w NgT� Hennep i n Coun ty , Mi nnesota . ~ � =�js�N� ZSo.aa f� c �'� ,..9.� ' �� —� . LOT AREA = 53 ,421 . 89 sq. ft . ( 1 .2254 acres '--- —� � �S BUILDING EI�TVELOPE AREA � 19 ,483 . 23 sq. ft . , � _ ( 5J ft. b, :rr s2thack, 40 side ;=etback) � ,� MAX .HARD SURFACE. IN ENVELOPE = 15, 586. E, sq. ft. (80%) - N I . - .. . � • _. ,«e,T . . . � . ( ��;:�- - i . . � � . '7l•00• ��� 1� � �� /24.7J - �'oz�� -� - - ---- ---- -- - .�------w � '_ to __ _ - - Z3 . �,1 ' �ro� � �i9r,i o �. .. `�.�1- y e .acq �.�,-` ,,; - � - +�oli.� -- - -- -- --- '•' , �,o � i�4.; �L �.: _ �a3 ------�-- - -- _ 9.6 v; ; ��i. . � . .. . �.�7 ` �rii * � � '. 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