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Home My WebLink AboutBuilding permit 98-1149 , � DATE TIME CITY-�F PRIOR LAKE INSPECTION NOTICE SCHEDULED �Z� � � �� ADDRESS �� 3�f ZTLc,sC(,� !�" I�� OWNER CONTR. PHONE NO. PERMIT NO �� 1� O FOOTING !" PLUMBING RI ❑ EXCfGRAD/FILLING ❑ FRAMING ❑ MECHANIGAI � LKSHOREIINETLAND ❑ INSULATION ❑ WATER HOOKUP ❑ COMPLAINT ❑ FiNAL ❑ SEWER HOOKUP ❑ SEPTIC FINAL ❑ FOUNDATION O SEPTIC INSTALL ❑ FIREPLACE ❑ DEMOLITION ❑ PLUMBING FINAL ❑ ❑ FIRE PREV. ❑ SITE INSPECTION COMMENTS: � ' �'" U WORK SATISF C RY, PROCEEO ❑ CORRECTAC ON N PROCEED ❑ CORRECT WOR , R REINSPECTION BEFORE COVERING Inspector: OwnedContr. CALL 7-423 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE R UIR MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! � U �' , �� ...�-��,« , , o„rE.�_.�v � .� . . . �• ClTY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED j (o-OZ :3G? ADDRESS J�g� �� +� gc� ( I�Je_l l N«x2 �k 3� OWNER CQNTR. PH4NE NO. PERMIT NO. ��'� ( i�� ❑ FOOTING ❑ PLUMBING Rl O EX/GRADlFILLING ❑ FOUNDATION ❑ MECH RI 0 COMPLAtNT O FRAMING O WATER HOOKUP O FIREPLACE RI ❑ INSULATION � SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBlNG FINAL ❑ GASLtNE AIR TST �SITE INSPECTION O �MECH FiNAL ❑ COMMENTS: E�nc.i �� e� r�v�cc �e��' , �� +nu� .� , '��-'',��; �=� � - rl-� �t " � WORK SATISFACTORY, PROCEED O�CORRECT ACTION AND PROCEED ❑ CORRECT WQRK, GALL FOR REINSPECTION BEFORE COYERING Inspector: � '' °�"$ ' OwnerlContr. CALL 447-985 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL XEALTH & SAFETYI ��wor, _ s _ �... • ?�' DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED �Z �2 Z :30 ADDRESS � � 3 `( � � �g�, ��" - OWNER CONTR. PHONE NO. PERMIT NO. q$ —� I`7 j ❑ FOOTING ❑ PLUMBING RI ❑ EXCIGRADlFILLING ❑ FRAMING ❑ MECHANICAL ❑ LKSHORFIWETLAND ❑ INSULATION ❑ WA7ER HOOKUP ❑ COMPLAINT ❑ FINAL ❑ SEWER HOOKUP ❑ SEPTIC FINAL ❑ FOUNDATION O SEPTIC INSTALL ❑ FIREPLACE ❑ DEMOLITION 0 PLUMBING FINAL � L Q� ❑ FIRE PREV. O SITE INSPEGTlON COMMENTS: �P. -�-� � �A, ��'G� X Y �--PvRA�L t'Q ❑ WORK SATISFACTORY, PROCEED �CORRECT ACTION A P EED ❑ CORREC ORK, U. FO REIMSPECTION BEFORE COVERING I nspector: Owner/Contr: CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ' CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED i 2- � 8 Z $ �j �� ADDRESS � �3 4 � ..L � S�', OWNER CONTR. PHONE NO. PERMIT NO. `rS ' (I �`� ❑ FOOTING ❑ PLUMBING RI ❑ EXCIGRADlFILLING ❑ FRAMING ❑ MECHANICAL ❑ LKSNORE/WETLAND O INSULATION ❑ WATER HOOKUP ❑ COMPLAfNT ❑ FINAL ❑ SEWER HOOKUP ❑ SEPTIC FINAI ❑ FOUNDATION O SEPTIC INSTALL ❑ PIREPLACE ❑ DEMOLITION ❑ PLUINBING FINAL ❑ ❑ FIRE PREV. ❑ SlTE INSPECTIOM COMMENTS: � c�v i.�- �` -C' r'` ❑ WORK SATISFA ORY, PROCEED ❑ CORREC CTION N P OCEED �COR CT WOR OR REINSPECTION BEFORE COVERING � � Inspe tor: OwnedContr: A 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETY.� DATE ZIRIE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED Z^ y�? 9 �V '� ADDRESS � � ? 74I I�G.5C•0.. OWNER CONTR. PHONE NO. PERMIT NO. �i S" I�`7 g � TING ❑ PLUMBING RI ❑ EXClGRAD1FILLING FRAMING ❑ MECHANICAL O LKSHORFJWETLAND �INSULATION � WATER HOOKUP ❑ COMPLAINT ❑ FINAL O SEWER HOOKUP D SEPTIC FINAL ❑ FOUNDATION ❑ SEPTIC INSTALI ❑ FiREPLACE ❑ DEMOLITION 0 PLUMBING FINAL ❑ ❑ FIRE PREV. O SITE INSPECTION COMMENTS: I Provic9.4., e- s 2 • � � 0. 0 LT� �VVORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT , CALL FOR REINSPECTION BEFORE COVERING Inspector OwnedContr: CALL 447-4230 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY.� DATE TIME CITY OF PRIOR LAKE C�u.ewN INSPECTION NOTICE q scHEOU�� sr�� PERMiT NO. ta - I,�� l COMPLETED -� ` ADDRESS I�03 I .LS lY�s C� OWNER CONTR. � TELEPHONE NO. y� L7 FOOTING OPLUMBtNCi RI OSITE INSPECTION � O FRAMING � MECHANICAL-Ri ❑ EXCAV.KiRA�ING/FIWNCi y❑ INSULATION ❑ WATER HOOKUP O LAKESHORE/WETLANDS 0❑ WALL BD. O METER SET/TURN ON O COMPLAINT Z'�INAL Q SEWER NOOKUP O GAS LINE AIR TEST Q � FOUNDATION O SEPTIC INSTALL. ❑ SEPTIC FINAL _ � DEMOL. D SEPTIC MAINT. p FIREPLACE J � FIRE PREV. ❑ PLUMBIN(3 FlNAI ❑ MECHANICAL FINAL � COMMENTS: Q I.�L0.MK�V1c. Jr C.�Kw\h�.Qry,� jJ.p�v..� StQI.t O Z T -_ O W a. 1.��(�- al�� - 0.1 d�-u-, s�a� � a � 0 3 _ 1 �,. � �..,Cl o4u; �. �r� �.x.�.Q > ¢ o � W " � Q � Z W � W � � O W � W❑ WORK SATISFACTORY:PROCEED D PHOTO TAKEN 0❑ CORRECT WORK AND PROCEED 0� CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING V ❑ CORRECT UNSAFE CONDITION WITHIN �HOURS. INSPECTOR WIl.L RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION RE�UIRED. CALL TO ARRANGE ACCESS. cal! for the n inspection 24 hours in advance. Owner/Co tr site Inspector ' 447-4230 vsMowCopy/511� NmNS CopyMap�cror•s FMs DATE TIIAE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED I -'2'� ADDRESS � (p3� � �-4-c�S,C� �� i �c�t�^y� �k.�� OWNER CONTR. PHONE NO. PERMIT NO. �� — � I'i 4 � FOOTING O PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION � MECH R! O COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP 0 FIREPLACE FINAL � FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST �SITE INSPECTION ❑ MECH FINA� ❑ COMMENTS: Ew : � �� WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspecto� Owner/Contr. CALL 447-9850 FOR THE NEXT INSPECTlON 24 FiOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYf nvsirort �U� � � _ OATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED f —� �O2 �� ADDRESS I[�341 �'�C.9C1� �w�.�,� �"� 2. � � OWNER " CONTR. PHONE NO. PERMIT NO. � $ `� � � � � ❑ FOOTING ❑ PLUMBING RI ❑ EX/GRAD/FILLING ❑ FOUNDATION � MECH RI ❑ COMPLAINT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION ❑ SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL ❑ PLUMBING FINAL ❑ GASLINE AIR TST �SITE INSPECTION ❑ MECH FINAI 0 COMMENTS: E� �T� � D�e�h, �,tia.\ ��. - �-e � — � �WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: � Owner/Contr: CALL 447-985 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! �von �are nMe CITY OF PRIOR LAKE C/►LiEDdN iNSPECTtON NOTICE SCHEDULED y'�2'!.� S�'d �' PERMIT NO. `��' - !C �� c�P�e7ED y`� 3- l�' lO:oO ADDRESS � � 3�� .� �S co. OWNER CONTR. � TELEPHONE NO. � C7 FOOTING r CIPLUMBIN(i RI ❑SITE INSPECTION '��FRAMING�c�' ❑ MECHANICAL-RI ❑ EXCAV./GRADIIY(i/FILUNG y❑ INSULATION ❑ WATER HOOKUP ❑ LAKESHOREIWETLANDS 0 O WALL BD. O METER SETITURN ON ❑ COMPWNT Z O FINAL ❑ SEWER HOOKUP O GAS LINE AIR TEST Q O FOUNDATION ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL _❑ DEMOL. � SEPTIC MAINT. ❑ FlftEPLACE J❑ FIRE PREV. 0 PLUMBINO FINAL ❑ MECHANICAL FINAL = COMMENTS: Lv Sl — l� � z- � 377�/ �rc.� —P J y Q / � I_��I�G..� 1" d C 2 �'C.0 -P ��C't' IG �l.�gU l a. t`G�-.. �� W � S l',v��.. c� o, a ¢ � 2. 0 � 0 W � Q F� W � � �I �I'1 �a�" � � 0 W � W❑ WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN 0 ,�CORREGT WORK AND PROCEED �❑ CORRECT WORK. CALL FOR fiEiNSPECTION BEFORE COVERtNG V ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED. CALL INSPECTOR. ❑ INSPECTION REOUIRED. CALL TO ARRANGE ACCESS. cali for the next inspection 24 hours in advance. Ownerl ntr. site Inspect 447-4230 rwo»�co,oy wnraco�yynnsp.�vo.�a�n. DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDUI.ED //— Z"qJ' � �� ADDRESS / 6 3 y 3 1¢� g ��¢ (.�/�� J�jS E,� .� OWNER CONTR. PHONE NO. PERMIT NO. �� "�l y g ,�FOOTING O PLUMBING RI ❑ EXC/GRAD/FILLING ❑ FRAMIWG ❑ hAECHANICAL ❑ LKSHOREIWETLAND ❑ INSULATION ❑ WATER HOOKUP ❑ COMPLAINT ❑ FINAL ❑ SEWER HOOKUP ❑ SEPTIC FINAL ❑ FOUNDATION ❑ SEPTIC INSTALL ❑ FIREPLACE ❑ DEMOLITION ❑ PLUMBING FINAL ❑ ❑ FIRE PREV. ❑ SITE INSPECTION COMMENTS: ` � S �� I $ Gz DrD1 r�x L� '� o-�� 2: l�� u`��tu Qec��iov� C3•rfJ�fE�u2cQ OS2Y Do�n �..o �-�a�.,� � � po �.� r�.� �„��-�. ' �. i �S G�V � ,� 7 _�� ❑ WORK SATISFACTORY, PROCEED �CORRECT ACTION AND PROCEED ❑ CORRECT K, R REINSPECTION BEFORE COVERING Inspector: Owner/Contr: � CALL 447 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS,4RE FOR YOUR PERSONAL HEALTH & SAFETY.� DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ��p Q� ADDRESS �� 3 L � � ,2j�,.$' C �` OWNER CONTR. PHONE NO. PERMIT NO. 7 Pr "�l �/9 O FOOTING ❑ PLUMBlNG R! ❑ EXC/GRAD/FILLING ❑ FRAMING ❑ MECHANICAL ❑ LKSHOREIWETLAND ❑ INStJLATION ❑ WATER HOOKUP O COMPLAINT ❑ FINAL O SEWER HOOKUP O SEPTIC FINAL ❑ FOUNDATION ❑ SEPTlC INSTALL O FIREPLACE O DEMOLITION ❑ PLUMBING FINAL ❑ ❑ FIRE PREV. ❑ SITE INSPECTION COMMENTS: �0��`� 7�. !'� � U �/' - �0 I o•G_ � WORK SATISFA TORY, CEED ❑ CORREC7 ACTIO AN EED ❑ CORRECT WORK, CA L REINSPE ION BEFORE COVERING Inspector: Owner/Contr: CALL 447-42 F R THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIR ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! -v— -�,--�—r,-� --.�-, 'A�' ' , . Y I 1 - 1 � 1. .. I �• ,. �I k t � I � w._ � 1 � � , . ,i"` � "`+ i�'• � •'4 �'; � •.,"� �,; � ;,,,� ,, ` .,,'� s' � ' 'r 1 '� �'^ 1 ,� , r� I �•;� ;r�^ � . 1 ,*' 1 • r w 1 " ' t.. f Y � � '� {' . � :� � , ��1'�t��It�t� II� �tCU�n� ��, � �-�� ;< ~� CITY OF PRIOR LAKE ��°�� ; ' �e�artmettt of �uiibirtg �ltt��ecti�►n ,� � { �l Final Permitted ❑ Conditional C.O. Expires � �� This Certiftcate issued pursuant to the requirements of Section 307 of the Unfform Building Code �• �� cenifying that at the time of issuance this structure was in compliance with the var�ious ordinances of the � � City of Prior Lake regulating 6uilding cvnstrucrion or use. For the following: � , $ ' UseClassificatiot�.�7TV T.L..�IUSE B(dg.PermitNo, ( �� . Occupancy Type I Type Construction V Fire Zone Zoning District R ��, �- w ;' J� P.O. OUT LOT A BROQKSVILL HILLS 4TH :� �•. . � �_ - Owner of Building (: T TY nF PR T nR T. AR,$ Site Address 16 �L11--� �� —A-V� . J'� 1 �� ' Contractor's Name & Address EN COMM MIDWE S T �" � � �` � City Planner ' i Building Official Q I „„ J,�/ _� �- � Y'- Da�e: Date: " 1 ��! `1 ' l .a` � _ POST IN A CQNSPICUOUS PlACE _ l s . : _ _ - ♦ � C � � - 1 + • �� + Y� f � .Y �F. + u I 4 + �I V ' Y 1 , M �I. , 4 ` It \ + M - ? ` I .. � ! : �A f 1 l Y: � 1 � .% � 4 , Y , , ' F • F 7 � I � • r � T • • Y� t•� • .'r.; � �i� �� 1��t.^`� �„� �O� pR' �R� - DATE RECENED CITY OF PRIOR LAKE �. w��e F,�e � 'Y,� 2. Pink City v m n,- BUILDING PERMIT 3. Yellow Applicant �"='� � Q,f�o3 TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Permit No. 9�" � DIRECTIONS 1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN �� p � C p Q� BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 1 � 0 BUILDING INFORMATION 2. SITE ADD ESS =� 11. SIZE OF STRUCTURE �� / D 4L Su. �d r � � �3 � � � ST � (Height) (Width) (Depfh) �1 L�GAL OESCRIPTION �l S^ OZ� �Q�S3--C`j 12. NO. OF STORIES LOT C' � BLOCK �U� lo�' A' PID � ,,� n n 13. TYPE OF CONSTRUCTION ITION �Fso� �1i ��s. ��: ��S 4 }�^ {'�4�Kt� �Q�11NER � ame) (Address) (Tel. No.) 14. FLOOR AREA APPORTIONMEIYT USE � '�� O r �`�i9�' �IC�t llo."t�c� lc.a_ G ^�e.�s,� 5. ARC ITECT (Name) (Address) (Tel. No.) [. �w — i/(o IQOSex�t. �-v��-fri� �3.,35 LJ 3( .��. ��/ 537�� UILDER (Name) (Address) S. o.) 15. NUMBER OF OCCUPANTS OR SEATS h"r��tic� os.. ��W�� Q• �I� � ^ �� OCCUPANTS '� ��, d ,� .�Ge ".� �c�'' . OF WORK Fireplace O Septic O Deck O Re-roofing O Porch O SEATS �I�ew Construction� Alterations D Addition O Finish Attic O Re-siding O Finish Basement O 16. PROJECT COSTNALUE Chimney O Misc. 3 O"7 � O o, a O S. PROPERTY AREA OR ACRES 9. PAOPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width Depth Yes No I hereby certify that I have fumished infortnation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware chat the bui�i ' n re oke thi rtni f'us4�c se. Furthermore, I hereby agreethat the city offfcial or a designee may enter upon the property tv�rform needed inspeciions. „ ��.. .�v'�F- _� q- 2 q- 9 S' -T Signature � N 6 L L- ! S � �icense No. Date FOR ADMINISTRATIVE USE --� � SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOIL TESTS O ENERGY DATA O Front Back Side Side BUILDING DEAARTMENT VALUATION OFF STREET PARKING PILING LOGS O PERCOLATION TESTS O SPACES REQ. PLANS & SPECS O SETS USE OF BUILDING ��►n SPACES ON PLAN SURVEY O COPIES PERMIT VALUATION O . p PLOT PLAN O TYPE OF CONSTRUC170N: I II 111 IV Amount Brought Forvvard .................. $ Occupancy Group A B E F H I M� S U �� DNision t 2� 4 Park Support Fee ........................... $ PermitFee ................................... $� • FeeS 4��a�ve.oR, SAC ......................................... $ Plan Chedc Fee ............................. $ Collective Street Fee ....................... $ . Sewer Tap ................................... $ State Surcharge ............................. $ � S � . � � Penatty....................................... $ Pressure Reducer .......................... $ Plumbing Fee ....................... $ Meter Horn ................................... $ Mechanical Pertnit Fee $ Water Meter ................................. $ ..................... � � Sewer & Water Connection Fee ...,....... Sewe & Water Permit ...................... $ � a ' Water Tower Fee ........................... $ Gas Fireplace PertnR ....................... $ � � � �(' Water Tap ................................... $ Thi I d Beco Your Building PermR When v Builde�'s Deposit ............................ $ Date ��7' �2— Other ........................................ $ Certfficate of ency Tota! Due .............................. $_L r Z ' � u � Paid , Receipt No,�,�3 �� Date Q � By This is to cerdfy that the request in the bove application and accompanyfng documents is in accordance with the Ciry Zoning Ordinance and may proceed as uested. Th� document when sign the City Plan onstR e tem � Certificate f i compliance and allows construction to commence. Before occupancy, a Certificate of pancy must be issued. � i City anner te Special Condftions 'rf any � 24 hour ratice for all inspeCtions 44'I-9850 �(j�_.._ �) �/ g a �r 7 , ,� �` �� pR, CITY OF PRIOR LAKE 3. Yeaw °� u�� U 9 m — � G.� PLUMB/NG PERMIT PP No. Applicant: ��T/��C.�1 �L�ft �� Phone: ��°5 �$ � `�� Ad�ress: /��.�" � � �h� A'�.l�' �� E'�� 13�/�/ TAe Cenur o( Ihe L�ke Coun�ry � Signature: �� - - Legal Description: Lot � lock Sub �.�-��✓ : Site Add ress: j ¢' / � 5 �L-C' �YO i � �" �� '� Building Permit # � � ` �'� ��...,_ PID # �3 -fl�l - (��3v'"fl _�,: NOTE: This permit will e� processed without complete information. FIXTURE UNITS Quantity Type of Fixture Quantity Type of Fixture Bath Tub with or without shower Rough-ins Dishwasher Water Heater 5' Floor Drain Water Softner Lavatory (bathroom sink) Stand Pipe (washing machine) Laundry Tray (1 or 2 compartment sink) Sewage Ejector Shower Stall � Backflow Assembly (RPZ, Double Cheds, PVB) Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler Water Closet (toilet) Other FEE SCHEDULE �,E"' �-�., ,� p� tndustriat, Commercia! & Multi-Family � �--�------� - --• (1 % of job cost, $39.50 minimum) $ -�S• ¢ Residentiat, New One & Two Family $99.50 $ Residentiat, Additions & Alterations $39.50 $ State Surcharge � .50 GRAND TOTAL $ � 5 � 9 � ,.�, 2 � . i� /n`��r 1�"`a'`_ � p �� This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing ode and the am dm nts thereof. �Z`Ld IPT NO. ( "-1 R� DATE « A'ITEST Call for a11 inspections 24 hours in advance. 16200 Ea.gle Creek Av. S.E. Prior Lake, MN 55372 / Ph (612) 447-9850 / FAX (612) 447-4245 An Equal Opportunity Employer . � � Bonestroo � Rosene � Anderlik � Associates Engrneers s Arenitects ADDENDUM NO. 1 WELLHOUSE N0. 3 FTLE NO. 56601 PRIOR LAKE, MINNESOTA March 27, 1998 Number of Pages �_ (includes this sheet) � Please acknowledge receipt of this Addendum by signing and faxing this page back to Bonestroo &- Associates at Fax No. (612) 636-].311 as soon as you receive it. . Companv Name Date 56601-Addendnm 2 (Attachments — Revised Proposal Secdoa 08510 - Fgunc ERO-1) � Bonestroo 0 Rosene - � Anderlik & Associates � Englneers & Architeces ` ADDENDUM NO. 1 , WELLHOUSE NO. 3 FILE N0. 56601 PRIOR LAKE, MINNESOTA March 27, 1998 Opening Time: 10:00 A.M.. C.S.T. � Opening Date: Tuesday. March i,+ 998 Ad�„endum No. 1 Bidde,r shall acknowledge receip� of this Addendum on the Proposal form, . PROPOSAL: Attached is a Revised proposal. This revised proposal shall be used for . bidding purposes. �ECIFICATIONS Tabie of Contents Add the following: 08510. Metal Windows-Steel Section 01010 - Summarv of Work � 1.�3.0 - New Article: Modifications to Weilhouse No. 5: Install pressure contro! panel for contr the operation of welihouse no. 5 while welihouse no. 3 is under construction. 1.03.D. — New Article: Elevated Storage Tank Reservoirs #1 and #2: Install level indicators at each elevated tower. st�oi-�►aa«,a�m i Ai-1 (Attachtnents — Revised Proposal, Section 08510 - Sheet ER0.1) S�ction 01025 — Measurement and Payment � 1.04.C.1. Add the following sentence: Also inciudes one pressure controf panel in welihouse no. 5 and two level ' indicatars at the elevated storage tank reservoirs. � Section 01650 — Startina of SystemstCommissionin4 3.05.A.2. Change ��Section 11,215" to "Section 11218". Section 02220 — Earthwork 2.02.B.1. Add the foilowing sentence: Aggregate backfili shall only be needed for these areas if the volume of material sub-cut from below the weilhouse no. 3 location is not sufficient to reach the grades necessary to buiid the new wellhouse. 2.04.B.1. Change the sentence to read "Compacted 12-inches thickness of aggregate base for the gravel access to wellhouse no. 3." 2.04.B.2. — New Article: Compacted 6-inches thickness of aggregate base for areas disturbed by pipe instaltation in the existing access road to well no. 4. 3.02.A. Delete the second sentence and insert the following: � Sub-cut material shall be used as backfiN for wellhouse no. 3. The Contractor shall make the necessary effort to reach the specified compaction. 3.07.A. Delete this article and insert the foifowing: All work to excavate the building and backfiiling for the buiiding using on-site materiai is to be included in the Lump Sum Bid. 56601-Addcndum 1 A1-2 (Attachments — Revised Proposat, SecBon 08510 - Sh�t ERO-1) Section 02600 — Earthwork 3.05.C.2. Change the criteria from zero psi drop in 2 hours to 3 psi drop in 2 hours. ' 3.08.B. Delete this article and insert the following: � A!I interior work and work below the foatprint of the welihouse shall be inciuded in Part 2 of the Proposal Lump Sum Bid. � Section 03300 — Cast-in-Place Concrete 1.04.E.5. Change the artic(e to read "All costs of concrete cy(inder testing shaft be paid by the Owner." 2.03.G. — New Article: F(oor Seater: Chlorinated rubber epoxy concrete treatment, 26% minimum, solids. 3.15. -- New Article: APPLICATlON OF FLOOR SEALER A. Apply flaor sealer to concrete floor surfaces. B. Apply three separate coats of chemica( floor sealer to new concrete surtaces. Apply first coat immediately after finai finishing operations and prior to application of the polyethylene curing membrane. Appiy second coat approximately 7 days after placing concrete. Apply third coat after thoroughly cleaning and buffing concrefie and just prior to job compfetion. AN coats shall be poured and rolled on. C. Apply chemical floor sealer at a rate of 200 sq. ft. per galton and apply in strict accordance with manufacturers❑ recommendations. D. Thoroughiy clean floor with water and brush before applying second and third coats. Section 04200 — Un,�t Masonrv 2.02.C.i. Delete reference to "Insu( Block:". s�oi-aaa�►au�n i Al-3 (Attachments — Revised Proposal, Section 08510 - Sheet EttO-i) 2.04.D. New article: Masonry Mat: Fluid conducting, nan-absorbant, mold and mildew resistant polymer mesh consisting of 100 percent recycled polyester with PVC binder. Thickness shall be 3/4. At the contractorOs option, the masonry mat can be ' bonded to insulation meeting the requirements of Section 07200. Masonry mat shail be Cav Clear Masonry Mat (888/436-2620), or approved equal. 2.04.E. New article: Ceilular Vent: 3/8" x 2-1/2" x 3-3/8"polypropylene vents with honycomb . design to allow passage of water. Acceptable manufacturers are Du-O-Wafl and Hohmann and Barnard, or equal. Cellular vents shall be instalfed above through wal! flashing in each vertical joint. 2.OS.F. New article: Colored Mortar mix shal! be supplied to match fihe colored rock faced biock. � 3.04.H. New article: Install masonry mat in all exterior cavity walls. Verify that the air space width is at least 1/4 inch greater than the masonry mat thickness. Section 08510 — Metai Windows- teef Add this specification section, inciuded in this addendum, to the contract documents. Se�.tion 0�700 — Hard�nrare � 2.02.C. Change door closer designation from 1604-H to 1604-H SS. 2A2.0. New article: Stops: Overhead stop. Section 09900 — Paintina 3.O1.A.4. Delete this article pertaining to the painting of exkerior exposed concrete. 56601-Addendum 1 Al-� (Attachments — Revised Pnoposal, Section 08510 - Shcet ERO-1) �ection 112b1— Sodium Hvpochlorite Equipment � 2.03.D.1. Change the size of the day tank from 230 gallons to 305 galtons. The tank shall be 46-inches in diameter and 48-inches high. Change . calibration from 25 gallon to 10 gallon increments. _ � � 2.03.D.3 Delete this article and insert the following: Provide self-vented, slosh proof lids. Removable, gasketed covers are not acceptable. 2.03.D.4 Add the following: Provide connection for side mounted high level float. Float will be used for emergency shut off of transfer pump. . 2.03.F. Accessories (page 11261 This paragraph is presentiy number paragraph C. 2.03.F.2. Change the containment tank size for the day tank from 48-inches x 48- inches x 24-inches to 54-inches x 54-inches x 24-inches. Capacity of 300 gailons. - Section 11261 Fluoride Eaui 2.03.A.1. Change the size of the day tank from 230 galions to 305 gailons. The tank shall be 46-inches in diameter and 48-inches high. Change calibration from 25 galion to 10 gallon increments. 2.03.A.3 Delete this article and insert the following: Provide self-vented, slosh proof lids. Removable, gasketed covers are not acceptable. . 2.03.C.1. Change the containment tank size for the day tank from 48-inches x 48- inches x 24-inches to 54-inches x 54-inches x 24-inches. Capacity of 300 gallons. Section 15050 — Basic Mechanicat Materiais and Methods 1.OS.A. Insert the following: � 1. Piping layout drawings showing all pipe lengths and fittings. 2. Manufacturer's standard product data for all pipe and fittings that are to be furnished. 2.06.I. Delete this article pertaining to the tempering mix valve. 56601-Addeadum 1 Al-5 (Attacl�nts — Revised Proposal, Section 08510 - 5heet ERO-1) Section 15600 — Heatin4, Coolina. Dehumidification, and Ventilation 3.02.B. Delete references to thermostatic controi of the exhuast fan. Sectian 16140 — Wiring Dev�ces 2.04 Change paragraph A to read the following: A. Receptacles shall be Crouse-Hinds AR 2041 S22 with A7A1 angle adapters to match existing receptacles at other stations. Section 16420 — Service Entrance 2.01 Change paragraph G to read the following: G. Provide two generator receptacies with angle adapters as described in Section 16140. Section 16480 — Motor Control 2.02 Change paragraph R to read the following: R. Base bid starter shall be Allen-Bradley SMC Dialag Plus or Square D"Pump" � Altistart 46. Section 16500 — Lighting 2.02 Add the following paragraph C: � C. Fluorescent Emergency Ballasts: � 1. Operate 1 lamp for 90 minutes, 1,000 lumens minimum. 2. High temperature nickel cadmium battery, 24 hour recharge time. 3. Charging indicator light and test switch. 4. Bodine B50 or equal. 3.01 Add the foilowing paragraphs G and H: G. Lighting fixtures with fluorescent emergency lighting packs shall be switched as indicated on the plans: A separate unswitched conductor shall provide power to the emergency lighting pack. 56601-Addendum 1 A1�6 (Attachmeats — Revised Proposal, Section 08510 - Sheet ERO-i) H. Fixture types ending with the letter E designate a fixture, as indicated by the first � letter, with an emergency ballast. 16900 — Controis And Instrumentation 1.04 Change A.i.d to read the following: d. If water is being pumped, the pressure switch will close to permit the motor to continue to run after the timing relay contacts open. Proof of flow shali aiso de-energize the pre-lube solenoid. � Add the foilowing paragraph: 1.09 Approved base bid control suppliers shall be Dynamic Systems, Automatic Systems, Instrument Control Systems. 2.01 Add the following ta paragraph B: � 8. Elapsed time meter for each well pump. Add the foliowing paragraphs: � 2.12 DOOR CONTACT A. Surface mounted, hermetically sealed magnetic contacts, which are UL listed. B. Contacts shaii be rhodium plated, SPDT rated 0.3 amp at 30 Vdc with screw terminals. � C. Contacts shall be designed to operate with a gap of up to 1 inch. D. Mahogany brown color. E. Simplex Type No. 2760-9058, or equal. 2.13 ELAPSED TIME METER A. Six (6) digits in hours and tenths of an houra Minimum height of digit shali be .25 ". B. 120 volt, 60 Hz s�qnchronous motor driven. 566o1-Addendum i Al-7 (Attachments — Revised Proposal. Section 08510 - Sheet ERO-1) C. Non-reset. D. -20°F to +160°F temperature range. E. UL listed. � F. Engler Model 710, or equal. 2.14 HIGH LEVEL FLOAT A. All CPVC wetted parts. . C. Gem 74780, or equai. 3.O1.E. Delete the pressure control panel at Weil #3 pumphouse. 3.01 Add the following paragraph: G. Provide two (1) high level floats as spare. . H. Attach float to top of day tank. Extend float to high level desired by the Owner using PVC tubing. PLAN SHEETS Sheet G4 1. Change call out "Gravel Surface" to "Aggregate Base Surface". Sheet G5 � 1. Note 4: Change the note to read "Provide 6-inches compacted thickness aggregate base wherever the existing gravel road between weils no. 3 and 4 is disturbed by installation of the 16-inch force main. Sheet A2 1. Sections A and B: At elevation 914.00, in lieu of weep holes, the contractor sha11 provide celiular vents as specified at 16" on center. 2. Sections A and B: In lieu of a mortar net, the contractor shali install a masonry mat as specified in ail exterior cavity walls. 3. Sections A and B: Provide 6-inches sand cushion below weilhouse floor siab. 56601-Addendum 1 Ai-$ (Attachments — Revised Proposal, 5ection 08510 - Sheet ERO-1} 4. Section B: The bottom course of block along the south wali shall be plain concrete � block, colored to mateh the rock faced block above. . 5. Section A: , Change the callout "Compacted Granular Fiil" to "Recompacted On-site � Material". Sheet P1 1. Change the Fluoride and Sodium Hypochlorite containment tub d'rmensions from 48-inches x 48-inches each to 54-inches x 54-inches each. � 2. Change the Fluoride and Sodium Hypochlorite day tank vofumes from 230 gallons each to 305 gallons each. Sheet P3 1. Detail A, Polyphosphate Schematic: Provide an isolation valve for each wall - mounted feed pump. Suction line from day tank to individual pump suction lines shail be PVC, diameter as recommended by the chemicaf feed equipment supplier. 2. Details B and D(Fluoride and Sodium Hypochiorite Schematics): Suction line from break tank to individual pump suction lines shall be PVC, diameter as recommended by the chemical feed equipment supplier. Sheet E1 1, Provide one (1) door contact on the active leaf of the door in the Pump Room. Provide 3 /a" —(2)#14 from the door contact fio SCP. 2. Provide one (1) door contact on the active leaf of the door in the Chemical Room. Provide 3 /a" —(2)#14 from the door contact to SCP. 3. Delete two (2) walt mounted pressure switches, Pressure Control Panel and associated conduit shown on the east wall of the Pump Room. 4. Delete note #5. Pressure Control Pane) shall stiil be provided in Well #5 Pumphouse as described in note #6. 5. Provide one (1) 4" empty conduit from the electrical equipment pad 12" north of the SCP to 5' west of the Pumphouse. 6. Provide one (1) 4" empty conduit from the electricai equipment pad 48" north of the SCP to 5' west of the Pumphouse. s�oi-Aaae�a� i Ai-9 (Attachments — Revised Proposal, Section 08510 - Sheet ERO-i) 7. Coordinate with electric utility to relocate transformer to new location (see drawing G2 for existing location). Provide transformer pad as detailed �on drawing ER01 of this addendum. All costs necessary to relocate transformer shail be included in this contract. � 8. Remove existing conduit and wire from the existing tr�nsformer to the existing warning siren (shown on sheet G2). Provide 3 /4" —(2) #10, (1) #10 ground firom the new transformer to the siren. 9. Provide Sodium Hypochlorite day tank receptacle, on east wall of the chemicai room, and wire as described in the control drawings. . Sheet E2 1. Provide 50 amp main breaker in panelboard in lieu of 60 amp breaker shown. � 2. Provide three position switch for the Pressure Control Panel in lieu of the switch shown. the middle position shall be "Off". - If you have questions on this project, please cail Ron LaFond at 604-4771. Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (612) 636-4600 � 56601-Addendum 1 J�1-10 (Attactunents — Revised Proposal, , Section 0&510 - Sheet ERO-1) � idder Total Base Bid Raaerle �� ddress Tele hone No. Assodat � �"` • , State, Zi Fax No. REVISED PROPOSAL WELLHOUSE NO. 3 FILE NO. 56601 PRIOR LAKE, MINNESOTA 1998 Opening Time: 10:00 A.M., C.S.T. Opening Date: Tuesday, March 31, 1998 Honorable City Council Ciry of Prior Lake 16200 Eagle Creek Avenue . - Prior Lake, Minnesota 55372-1714 . Dear Council Members: The undersigned, being fazniliaz with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and speci�cations for the work including Addenda Nos. and being fanuliaz with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and a11 else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows: No. Item Unit Qty. Unit Price Total Price Part 1- Site Work 1 Cleaz and grub trees and brush LS 1$ $ 2 Pull and reinstall well no. 3 pump LS 1$ $ 3 Demolish wellhouse no. 3 and appurtenances LS 1$ $ 4 Relocate siren warning pole LS 1$ $ 5 Connection to existing 12" DIP EA 1$ $ 6 Connection to existing 16" DIP EA 1$ $ 7 16" DIP, 8'-10' deep in place incl. bedding LF 800 $ $ 5b601pro.wb2 P-1(R) 8 12" DIP, 8'-10' deep in place incl. bedding LF 30 $ $ 9 10" DIP, 8'-10' deep in place incl. bedding LF 60 $ $ - 10 6" DIP, 8'-10' deep in place incl. bedding LF 15 $ $ 11 4" PVC drain pipe incl. bedding LF 40 $ $ 12 6" hydrant EA 1$ $ 13 16" buuerfly valve and box EA 3$ $ 14 12" butterfly valve and box EA 1$ $ 15 6" gate valve and box EA 1$ $ 16 Ductile iron fittings in place incl. thrust restraittt LB 6,200 $ $ 17 Drainage manhole with casting in place LS 1$ $ 18 18" RCP Stormwater Pipe LF 60 $ $ 19 Concrete apron SF 140 $ $ 20 Seeding . AC 0.50 $ $ 21 Topsoil CY 200 $ $ ' 22 Seeding with wood fiber blanket SY 100 $ $ 23 Concrete transformer pad I.S 1$ $ � 24 Strip and Stockpile topsoil LS 1$ $ � 25 Traff'ic bollazd EA 4$ $ 26 Granulaz material for improved pipe foundation TN SO $ $ 27 Aggregate backfill TN 25 $ $ 28 Sand fill TN 70 $ $ 29 Aggrogate base 1N 25o $ $ 30 18" RCP Flared End Sections EA 2$ $ 31 Silt Fence LF 300 $ $ 32 Rock construction entrance TN 50 $ $ 33 Hay bales EA 10 $ $ Totat Part 1- Site Work $ 56601pro.wb2 P-2(R) Part 2 - Wellhouse 34 Construct wellhouse no. 3 including building, underground piping within the footprint of the building, process piping, , chemical feed systems, electrical controls, mechanicai work and correlated appurtenances. LS 1 $ $ 35 Modifications to wellhouse no. 4: remove . existing sarge tank and install universal air/vacuum release valve. LS 1$ $ � 36 Install pressure control panel at wetlhouse no. 5 LS 1$ $ 37 Install level indicators at elevated storage tank reservoirs #1 and #2 LS 1$ $ Total Part 2 - Wellhouse $ Tota1 Part 1- Site Work $ Total Part 2 - Wellhouse $ Total Base Bid $ Base Bid Manufacturers and Suppliers Fluoride Peed Equipment Supplier � Sodium Hypochlorite Feed Equipment Supplier Polyphosphate Feed Equipment Supplier Supervisory Control System Supp�ier (Cirlce one) Aucomaac Systems Dynamic Systems Instrument Control Systems 56601pro.wb2 P-3(R) Alternate Equipment Bids Item Manufacturer Add or Deduct $ Item Manufactuter Add or Deduct $ . Item Manufacturer Add or Deduct $ Item � � Manufacturer Add or Deduct $ Item Manufacturer � Add or Deduct $ . � � I , I . I 56601prd.wb2 P-4(R) The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefor, in the manner prescribed in the specifications. However, the low bidder shall � be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefor. , , . Accompanying this bid is a bidder's bond, certified check or cash deposit in the amount of $ , which is at least five percent (5%n) of the amount af my/our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the part of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment will be by cash or check. - It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three Iowest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfutly submitted, (A Corporation) (An Individual) Name (A Parinership) Signer Title Printed Name of Signer 56ti01pro.wb2 P-5(R) SECTION 08510 METAL WINDOWS-STEEL , P�.RT I - GENERAL . � � 1.01 SECTTON INCLUDES A. Fire rated interior metal window assembly. 1.02 RELATED SECTIONS , A. Related work speci�ed elsewhere: l. Section 07920 - Caulking 2. Section 08100 - Hollow Metal Doors and Frames 1.43 SYSTEM DESCRIPTION . A. Hollow metal frame and glazing window assembly with 1 hour fire rating. B. Underwriters Laboratories classified 1 hour rating. C. Warnock Hersey Intemational classified 1 hour rating. 1.04 SUBMI'I"I'ALS A. Manufacturer's descriptive data of glass and glazing methods. B. Manufacturer's descriptive data detailing frame assembly. � C. Recommended installation instructions. D. Shop drawings showing details of glass and frame installation. � 1.05 QUALITY ASSURANCE A. Installer Qualifications: Minimum five years' exgerience on compazable projects. B. Meet requirements of State Building Code. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver glass with manufacturer's labels intact. � sc�oi c�aeoa� i) � 199s Bonestroo, Rosene, 08510-1 Anderlik & Associates, Inc. METAL. WINDOWS-STEEL B. Do not remove labels until glass has been installed, inspected and approved by Engineer. C. Keep glass free from contamination by materials capable of staining glass. , D. Deliver glazing compounds and sealants in manufacturer's unopened, labelecl �� containers. 1.07 ENVIRONMENTAL REQUIltEMENTS A. Perform glazing when ambient temperature is above 40oF. B. Perform glazing on dry surfaces only. PART 2 - PRODUCTS 2.01 MANUFACTLTRERS A. Frame: D.V. Fyre-Tec, or equal. � B. Glazing: Technical Glass Products; Standazd Fire Lite, or equal. 2.02 FRAME A. Material: Cold rolled steel sections, minimum 0.060 inch thickness. B. Finish: Baked alkyd enamel on phosphated zinc surface. C. Fabrication: Welded miter joints. � D. Color: Selected by Owner. . 2.03 GLAZING RETAINERS A. Material: Cold rolled steel, minimum Q.060 inch thickness. B. Type: Full length snap-in with screws for addition securement. C. Finish: Match frame. 2.04 SEALANT A. D.V. Fyre-Tec; Metacaulk, or equal. 56601 (Addeadum 1) � 1998 Bonesiroo, Rosene, Anderlik dt Associates m�. 08510-2 METAL WIIVDOWS-STBEL 2.05 GLAZING A. Nominal thickness: 3/16-inch. B. Finish: Non-polished. PART 3 - EXECUTION 3.01 INSPECTION � A. Check that glazing channels are free of burrs, irregularities, and debris. . B. Check that glass is free of edge damage or face imperfections. C. Do not proceed with installation until conditions aze satisfactory. 3.02 INSTALLATION A. Install frame iri accordance with Manufacturer's recommended instructions. . B. Install glass in accordance with manufacturer's recommended instructions. 3.03 CLEANING A. Remove excess glazing compound from installed glass. B. Remove labels from glass surface as soon as installadon has been inspected. C. Wash and polish both faces of glass. D. Remove debris from work site. � 3.04 PROTECTION OF COMPLETED WORK A. Attach crossed streamers away from glass face. B. Do not apply mazkers to glass surface. C. Replace damaged glass. END OF SECTION 56601 (Addeudum 1) O 1998 Bonestroo, Rosene, .�a�lix � a►s��. v,�. 08510.3 �ra,�, wn�rnows,s�. A . . w NOTE: 1. SEE WfRING PLAN & SITE PIAtV FOR LOCATfON. 2. CONCRETE WORK TO CONFORM WITH DIVISION 3 OF THE SPECIFICATiONS � 3. PROVIDE TWO 4" CONDUITS AND ELBOWS FOR PRlMARY SERVICE. CONDUITS TO BE 40" BELOW GRADE. 4. KEEP SECONDARY CONDUITS AS FAR FROM PRfMAftY SIOE AS POSSIBLE. . � �.�,� � �_ � �_ � � r o _ � � HIGH VOLTAGE LOW VOLTAGE � OPENING OPENING � (31 WIDE) (17" WIDE) O � P LAN #4 AT 6" E.W. _ TOOL & CHAMFER = N r� � ' . � . �6'� SAND CUSHION SECTION TRANSFORMER PAD DAKOTA ELECTRIC — TRANSFORMER PAD DETAIL � Bonestroo 0 Rosene WELL 3 PUMPHOUSE FIGURE ER01 Anderlik b # � Asaociates PRIOR LAKE, MN � K•\ SfiR� SfiFn 1\ SRRtl1 FRnt nWl: f:(�MM - � _� �c�r � o N - �(8 � � � �� ` � � . , V�N �ao 3.,(. y. t - - ��V •. ? . . .1 �, � t"� p,e� �, �" �_ _ c�,_,ti}; ka� o s SW;� . a \; � - ----- S�b_. y .:.Y�wv•�.� S�,v�o�� e.o,,.�.a� . ou �S� � �.ato �. Qcwm� Vc�,p_or�_ IZ.`� _�tew4 �-� ��csol�^ ---- � r . ------ --- — - - - � �:�� E�rc3� �� .� __ ----- --_- ._ _�� . 2-----�� ---� c�,- �u 1 — ---- - - - - - - — - -- — - --- � �_�__.�__ __------ -_. 5 ---- _._ - . . . .•w...�R.. �� ys�. 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V T7 -- - _� - - - - .. --- - - -- - - - - --- - -� -----_ ..{__- � - L��st �;w.:� �u�rot _ 8no � .y. � �� s��_ - "'�'�--- -- - - - - - ----- - - � ----- - ------- - - - �-• M��' �- -�� - - - ------------ -� ; -- ---- -_._ ,; �c.� :�s �1;,• � _ �QI.g_ i - -- - � - T'�o �x.4 a � , �o�.,.: c.. l-�w�cA� o,.� ---- -- _t 1`'( S C� S �-��°� �,�"`"` i � � � .. _�. _ . _� _ _ _ � _. _ .. __ e .; __ _ ..�. ____ w��: �_ _.._ . .m __ _.. _ __ . i - . - -- --- - ___ _ _ . _ __ _.. _,__.___ __ ._ _�..__.� _ _. __._ . �. �... ._ __. � .. _� __ .�_. . _. _ _ . � . _ _ . _-- --- � - . _ _ _ _ .. _ _ __ _.. _- - _ _�_.__ _ . __�_____. _ ___. _ _ __�.�._. _._, __ _�..�.._ _..�. ; _.____ _____ .-- .__ . � . ,- - - _ - . - - - -. __ _ .. . _._ _e ... __ ____._._�. ��.�.___.._ _._. ____.__.__ __._ __ � _._.__._r___--- _. . � . . . - - - -. --- . -_. . _M __ _ _ __ �..__. �..__ . . _. __._�.-- __ ... _ � � _ ._ , _. _ _ _._ ._ . . .__ _�. .�.__��..�_.___�.:.� _a�. �.�._�...._. �.__.__. __.. _._. __ . . ,. - __ . . .. - - _ . _�_.- --_ . ___ . _ ___ __,_ ._. __a_v. _�.�._____ _ _ . _..0 . .._._ __ _ � _.__ _ . - .- - � _ _ � -- _ _ .�____._.._ ____. __� __�___._:__.�.,�._..w__.� _ _ ._.._ .___._�__ ___.__ ___ __�__�. __ . � � .. _ _ � �_ _ . - - - - - - - -_.-.�__.� ___._.: ��___�._.___ ___.._. � _..___ _.. _____ __ _ . � . _ . �,_ _ . - � . . _ - - - -, -- -- —.-�--._ __.�.__________.�.��.. _.__ _ ._ ,.. . . _ _. _ . . - - w . � __-� -_ w_ ___� __ ,.___...�.._ �.... _ .__.___.. _ _ .. : � . .. . �;:� -- ,- - -- . _� _ _ � . - __� _ � ._ �.__ - � . ___.. _ . � .,_._ . .. . - .- -.. .__ � � ,_ �_____.�__._.�__µ__.__t___. - � _._.._. 4 � -- . � _ ._ , . . _ . _,. � - . _. - - - - -- -_ _ _ __. ......�.�_ __ . ..___ . ._ _._.. _ _.. �; .._� - - ' - � ; �-�- - - - - - _ __ -._..__.. __.__ ___---� - ......- �-�-- - -___..___ , � � � - - . - - - . .__ __. ._._..... _ .... ,�._.. ... _ _.. � - - -- - .. _ ._ . ._ .. _ .._ �_ _.__..�___..__.�.�� _ .. __ .__. _.__ .__.._._._�_ ;r ._.. ... ____. _ _ .. . _ ' - . _.. _ _... - -______.�__._ _ ... ___..._ , ---.. _. _.._. _. _ _ - � t ..� . ____ . _ ._..._._�; -- - i' � - -- -- - . ... � _ . _ �_. _ _ .. .��_ _. . . . _ .. - , _ . . - - _ . _,.. _ _�;_ __ _ _. _ -«�.'",�r� - - - - :- � r - - - -- � - -- ._..._ -�---�.._ _ _ ,, � - - i� �F PRIp � 9 � c� m White - Building Canary - Engineering Pink - Planning The Crnter of Ihe L�ke Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIS� NAME OF APPLICANT �� j rn r��d�`� APPLICATION RECEIVED R � The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: G�,e.P.Ph��c � �� Accepted Accepted With Corrections '� Denied Reviewed By. Date: /G - r �l-`t� Comments: (. M S c� ` ��o r �cG v Z. � 4��.�`Ca.� v` t°..tQ�'J f G7/�. � CJL..T�'� � lJ IA �i �` �CTf'�ITS �Q S�Ct Vl ��S � "The issuance or granting of a permit or approva! of plans, specifications and computations shall not be construed to be a permit for, or an approva! of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." � K O � PR1p � � = x c� m White - Building Canary - Engineering P1nk - Planning The Cen�er of the Lrke Conn�naw BUILDING PERMlT APPLICATION DEPARTMENT CHECKLIST k I NAME OF APPLICANT �n,��,��rn..��;,��`t.t..��'" APPUCATION RECEIVED �/� �'�* The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: �� r?. � ,I �}:a`✓ 4 ! '� �� Accepted I� Accepted With Corrections Denied , Reviewed By: � Date: � fl �� Comments: � "The issuance or granting of a permit or approval of plans, specificatians and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." O pR ��' DATE RECEIV� .� � CITY OF PRIOR LAKE �. w►,;�e File = BUILDING PERMIT z• p�nk c�� V [T1 � 3 Yellow Applicant - 3 4,.�,,; TEMPORARY CERTIFICATE OF "'°`� ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Permit No. 9�`� � DtRECTIONS .1. DATE SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN �j' � �Q' BEFORE PERMIT IS ISSUED (Please Print or 7ype and sign at bottom) / P `� �� v BUILDING INFORMATION 2. SlTE ADD ESS 11. SIZE OF STRUCTURE / 1 // /_ 1�� (Height) (Width) (Depth) r.v�r._ r� C� (,t S.r. /! 3. LEGAL DESCRIPTION 12. NO. OF STORIES lOT BLOCK PID � 13. TYPE OF CONSTRUCTION ADDITION 4. OWNER ^ ame) (Address) (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE �•' v r ��"�d•" ��C�-c �4,.xec'? � lc.a. �i^�.�c,�.. 5. ARC ITECT (Name) (Address) (Tei. No.} L.:3t: - S/fo l�kes�, �ose,��. ,4-hd�vG� .�3.�5 �� .��. �4..� ssr�� 6. BUILDER (Name) / (Address) o.) 15. NUMBER OF OCCUPANTS OR SEATS �izL f"1 ��L✓�cX.ir L.CC � Q. �`�I �� S9 —� �'..3�'��(�p OCCUPANTS % / � �� ` J ��. Q. Ct..H..`l�it'. � d J ��C�.� 7. 7YPE OF WORK Fireplace O Septic O Deck O Re-roofing O Porch O SEATS New Construction� Alterations O Addition O Finish Ariic O Re-siding D Finish Basement O 16. PROJECT COSTNALUE Chimney O Misc. 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width Depth Yes No I hereby CeRify that I have fumished information on this appficatton which is to the best ot my knowiedge true and corcect. I also certify that I am the owner or authorized agent for the above meniioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the buildin '' n re�pke thi p rtni f'usAC se. Furthermore, I hereby agree that the ci�cial or a designee may enter upon the property to perto �need� i�pecti�s� r..._��. � �— � � Sfgnature Q N � G L L / S � License No. Date FOR ADMIIVISTRATlVE USE SETBACKS: Required MATERIAL F1LED WITH APPUCATION Actual SOtL TESTS O ENERGY OATA O Fronl Back Side Side BUILDING DEPARTMENT VALUATION OFF STREET PARKING PILING LOGS O PERCOLATION TESTS O SPACES REQ. PLANS & SPECS O SETS USE OF BUILDING SPACES ON PLAN SURVEY O COPIES PERMIT VALUATION PLOT PLAN O 7YPE OF CQNSTAUCTION: 1 II III IV V �� Amount Brought Forvvard .................. $ Occupancy Group A B E F H I M R S U ry� Div(sbn 1 2 3 4 Park Support Fee ........................... $ PermitFee ................................... $ SAC ......................................... $ Plan Chedc Fee ............................. $ Collective Street Fee ....................... $ SewerTap ................................... $ State Surcharge ............................. $ $ Penalty....................................... $ Pressure Reducer .......................... $ Plumbtng Fee ....................... $ Meter Hom ................................... $ Mechanical Pertnit Fee ..................... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ Sewer & Water Permit ...................... $ Water Tower Fee ........................... $ Gas Fireplece Pertnk ....................... $ Water Tap ................................... $ This ApplicaUon Becomes Your Building Pertnit When Approved. Builder's Deposit ............................ $ By Date Other ......................................... $ Certificate of Occupancy Total Due .............................. $ Issued Paid Receipt fVo. Date By This is to certity that the request in the above applicaUon and accompanyinfl documents is in accordance with the City Zoning Ordinance and mey proceed as requested. Th� doaiment when signed by the City Planner constitutes a temporary Certificate of Zoning comp8ance and ailows construcdon ro comrt�ce. Before occupancy, a Certificaie of Occupancy must be issued. City Planner Date Special Conditions H any 24 hour notice tor al! inspectlons 447-9850 �� - - . �F�° P , �F PR/p�, �`� � c� m White - Building Canary - Engineering Pink - Planning The Center of tAe Lrke Coun�o . BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT �n CCJ�YY►�r.AO��' APPLICATION RECEIVED � 2 q The Building, Engineering, and Planning Departments have reviewed the buifding permit application for construction activity which is proposed at: C,�-e.�.�h� s.r � ,_� � � Accepted Accepted With Corrections Denied Reviewed By: � Date: _ �l��T,� � Comments: t . � .; ..� "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction� Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." r t A , � [�t��v� #� � Date Received 9� a�. �� Date Reviewed Permit # ____��i r y� PERMIT REQUIREMENT REPLY DATE Date: Date: Request: Reply: Accept O . Decline C7 Date: Date: Request: Repiy: Accept ❑ Decline ❑ Date: Date: Request: Reply; Accept O Decline ❑ . � Date: Date: Request: Rep{y: Accept 0 Deciine � Engineering/Building/Planning Permit Complete ��'� Permit Issued PERMREOU.00C s . . �c.�.�.Q h �sv � #� � Date Received 9• a�� 0 Date Reviewed_ (C� :�-� Permit #_ 9�� l� PERMIT REQUIREMENT REPLY DATE Date: Date: Request: " Repiy: Accept ❑ ... � Decline � Date: Date: Request: Reply: Accept � Decline ❑ Date: Date: Request: Reply: Accept ❑ Decline O Date: Date: Request: Repiy: Accept O � Decline � Engineering/Buildi Plannin Permit Complete��Permit lssued 1d � PERMREQU.DOC �OF pR ��R� DATE RECEIV( C1TY OF PRIOR LAKE �. w�,��e File � �� BUILDfNG PERMfT 2• Pink cst U , C*> > 3. Yellow Applicant ,^ . 3 �:;; �;�, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE - ' AND UTILITY CONNECTION PERMIT Permit No. 9e� � OIRECTIONS .1. DATE SPACES NUMBERED 1 TFlRU 17 MUST BE FILLED IN �� G BEFORE PERMIT IS ISSUED (Please Prfnt or Type and sign at bottom) � BUILDING INFORMATION 2. SITE ADD ESS 11. SIZE OF STRUCTURE /. ) `/� � .7 (Height) (Width) (Depth) u•�+t- C� 6t Sv. J 3. LEGAL DESCRIPTION 12. NO.OF STORIES LOT BLOCK PID _ 13. TYPE OF CONSTRUCTION ADDITION 4. OWNER ame) (Address) (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE � d � �r''�c9�' ��C�-t �(o."tG'c'? Cc� �i^.e.�.�2.. 5. ARC ITECT (Name) (Address) (Tel. No.) G 3� - �(o I�CiKes�v k'oSe.1ti �4-,..d�vf.i� �3j5 w 3� .3��. l��.u// S37j3 6. BUILDER (Name) (Address) o) 15. NUMBER OF OCCUPANTS OR SEATS �hG�o«+ /"[ r�f,��,i LGC � O. �I � S 9��'J�� OCCUPANTS c�c,..�.�a-. � �° �'� �� O� 7. TYPE OF WORK Fireplace O Septic O Deck O Re-roofing O Poroh O SEATS New Construction� Afteratfons O Addition O Finish Attic O Re-siding O Finish Basement O 16. PROJECT COSTNALUE Chimney O Misc. 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width Depth Yes No i hereby certity that 1 fiave fumished information on this apptication which is to the best of my knowledge true and correct. i also certify that I am the owner or authorized agent for the above mendoned property end that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the buildi n r ke thi rmi f'�s se. Furthermore, l hereby agree that the city official or a designee may enter upon the property to perform needed inspecG'ons� .�c1�- q - a 4 - 9 � Sipnature Q/�/ G L L� s � l.icense No. Dete FOR ADMINISTRATI USE SETBACKS: Required MATERIAL FILED WITH APPLICATION Actual SOtL TESTS O ENERGY DATA O Front Back Side Side BUILDING DEPARTMENT VALUATION OFF STREET PARKING PILING LOGS O PERCOLATION TESTS O SPACES REQ. PLANS & SPECS O SETS USE OF BUILDING SPACES ON PLAN SURVEY O COPIES PERMIT VALUATION PLOT PLAN O TYPE OF CONSTRUCTION: 1 11 ili IV V Amount Brou ht Forvward .... ............ $ OccupanCy Group A B E F H I M R S U City: 9 •• Divtabn 1 2 3 4 Park Support Fee ........................... $ PertnitFee ................................... $ SAC ......................................... $ Plan Chedc Fee ............................. $ Collective Street Fee ....................... $ SewerTap ................................... $ State Surcharge ............................. $ $ Penalty....................................... $ Pressure Reducar .......................... $ Plumbtng Pertnft Fee ....................... $ Meter Hom ................................... $ Mechanical Permit Fee ..................... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ Sewer & Water Permft ...................... $ Water Tower Fee ........................... $ Gas Flreplace Permit ....................... $ Water Tap ................................... $ This Applicatlon Becomes Your Building Permit When Approved. Builders Deposit ............................ $ By Date Other ......................................... $ Cerdficate of Occupency Total Due .............................. $ Issued Paid Receipt No. Date By This ts Lu cerdty tt�at the request in tha above applicatlon and accomparrying documents is in accordance w�th the Ciry Zoning Ordinance and may proceed as requested. This document when signed by the City Planner co�stitutes a temporary Certifipte of ZoNng compliance and allows conshuction to commence. Before occupancy, a CerGficate of Occupancy must be issued. Ciry Planner Date g pecial Conditians if any 24 hour notice for ap inspections 447-9850 %rn_ !X . �- � - :: -. � � - � 1V.Iemorandum -�� ` �� . � " TO: Bob Hutchins, Building Official Sue McDermott, Assistant City Engineer FROM: Jane Kansier, Planning Coordinator � DATE: September 14, 1998 RE: Wellhouse No. 3 CC: DRC Members Attached. aze the specifications for Wellhouse No. 3. You may have already reviewed these plans; however, the contractor will be requesting a building permit in the neaz future. In order to be sure we have covered all the bases, we will review this project at the DRC meeting on September 17, 1998. Thank you for your help. Please let me know if you have any questions. 1:�dreWistmemo\we113.doc MhJ STRTE FIRE MRRSHAL Fax�612-215-0525 Sep 18 '98 10:15 P.01 • � • � � � • ' � ��°''`��`� STATE FIRE NtARSHAL DIVISION �� Ax CO�er Sheet F� # 612.215_0525 � � ,,� ��- TQ= ��kV i► Alcono� & � '1 � " � w � � R Gambiing FAX +iE: '�'� G . �pfol'�9Tent Bureau oi FROM: R tG1►1 �+�'• HQS n!J PHON�: ��5�' 2.� S' QS�3 C�iminBl . - - - Apprahension Capitol5ecwrity DATE: � � V � V Orive� !4 V�icle . SB �� SUSJECT: SOOIVM ��`1�G�►�nr►�'�C , PAGES SENT __�__ ^ Ehterqency (Inctuding this page) ManaDement/ Emerpency . iiesponse • Commission • COMMENTS: � State Fire Marshsl / � • Pipeline Safety , S�ate Patrol T�affic Safety , CONFlDEN7/AL/7Y NOTICE: � � The documenr(s1 acoompanyin9 tf�is corer sheet may conrain conTiasntial infermsaon which � is legally proe.a[ed, T,he �nfoimation is intended on/y fo� thr wse of th@ intendcd �cipien� nsrr�ed a6ove. // you �n not ths inrsqded I'�RdplanL you �Ae hereby notili'sd thst any disclosu% copying, dis�ribu[ion'oRafring lnyaciion in �sfansnas tb �hs contents of this te/scopied in/o�mation by you is str�ctly prohibited Jf you havg �eceive0 this�fax in ei�r, please notify us immediately by [elephane to airanga for the ret��n of the docv�»ents to us. 1 . 1. , AN EQUAL OPPOR7UNIT1f EMPl.OYER !s4 Ceda� Streek, Suhe 1�6, St. Paul, Minn�te.65101-51�5 hetpJhvww.dps.sute.ntn.us . MhJ STRTE FIRE MRRSHRL Fax�612-215-0525 Sep 18 '98 10�15 P.02 �, • '� i y '�? ., ,, , �� '- I i 9 �MICAI INFOflMA710N � ;� s �� F�cfi�ltmr N��n�Mp �d ,� �' �Y, + I � : i �� il' � o = ;,� � P � � > ` �� . � � � � �, �F,f y t3 $ � � r � �' I �� fl' , � �� Z i �P�� ,� � CASS:.7681•11-0 �� ;�;{t �� ' L 4�% i�`lr•I;�a'll; IUPOC: pofa�alutntodldo, a0% aC�eou+� soluUon >a;� �i,id. �; ,':I, � i ��. 1 , ��'��...�: • TrsdaiSVnonym: i�. �� '��I 2 � Cl1SN:7681-11•O .�'3 �;�� L 7096 '�k�j$!tt�' �uPYC: pu�assiumiodlde, 70% adu�ouisalut)oq Y� �II.}i1�� T'a�e(Smoayin: .,.,: }�.�•�9i+.!;dh Z r.r".}�N' � i:'' A ��,,I(R GAS1JS 7691-�t�0 �'T ��'�I odide 5 70096 �`��; � lUPec: pote�tlum i t�l i '�� TrsdalSyhonvm= 4 ,,�;,C.",� ' ',� 3 COR ; Y.� I. . ,•-�, � j CASI: 7681-�-1 �; � - ' g 94g6 ��; i � wY4C: ■otllum hrdroqe� sulfa<R _' �'•� �'� TwddSYnonYm •odlum hieulf�te: �odum scid sulfate: sodium •.� �' i � ?j PYmsulfp4� 3 ,�' ' ` �� Ci5/: 7681-49 � ��' s � o0'i6 � �, � 8 45�; ; i � �,; �UPAC: sodtum �i�odds � � i T�s�elSYnenym: � I ;� � NON <�'l �I cas*:7sat�i9- s {F � � � 0.02% ;}� I {UPAG: sodlum fluoridc, 0.0296 aqueous solution `�� i Ttade/5ynonym: i i 2 �• I i CAS?: 7681•62-9 �� h li l 9-6% i � IUPAC: �odfam I�yDocl+lcdt�, 3 Aqvoous sol�$on � � Trede/Synanym: hlesoh; househotd bleach , 3 coR � � �� cnsA�:7�Z-�2-g ,I ; '12•95% IUPA�: ■odlum hypochlorite, '12-75% saueous solutlon � T.adefsynenym: hYpa�hlodte soludon; Super Shock: Sunnyeol �BO; Sunnysol $DS z CASi�: 768�-53-0 � IUPPe: sodl�m h�pop��o60hita. 9096 adueouc colution t 10% TradelSynoeym: MPd STRTE FIRE MRRSHAL Fax�612-215-0525 Sep 18 °98 10�16 P.03 � � CATEc30R1ES M��s:�al P�operCes FMrltll Ptopaede� � y e � ,� � m + o p � 'F • � � � � tlf e � � � i ~ � � m � � � T ¢ q � 4 y �d 0 e E ° �, F E � a � ° � � � ` x a � � � ¢ 3 � w � s o o �' � � c3 c� � S a � �° � IRR IRH IRp COR IRR TO7C IRR COR ' IRR BONESTR00 ROSENE ANDERLIK � 6516361311 09/17/98 15:54 �:01/02 No:168 F � , �� ax Transm�ssion �M .�,wi.... n..�..R. Defe: September 17, 199� Frpm Ron La�ond To: Paul Baumgartner Our Flle IYa: 58�p1 Organ/zat/or►: City of Prior Leke paDea to Follow; 1 Buitdfng pepartment � ONg/n�l Wlli Fol/ow !n Mwll: Yes No X Faar Number, 447-4245 5ubject: Wellhouse No. 3 Ren►drka: Dear Paul, � t. I h�ve the following information regardinp the chermiCals p�oposed for the wellhouae. 2. Sodium Hypochlcrite (NaOCI� wll! be used for di6lnfectlon. .� A, It is a liquid aolutlon, 7.5 —12.5°�6 by wel�ht NaOCI. The solution is similar to household bleach which is about 5� by weight Na4Cl. B. The NaQCI solution also conte�ins 0.8�6 by w�lght sodium hydroxide. G. Accordfna to th� supplfers of the Chen�tical, the solution is dessified es a corrosive m�te�al with regard to the uniform fire code. The solution Is LVC�T clessified as an oxidfzer. � 3. Hydrofluosilicic Acld (HgSf�'g) will be used for addltion of ftuoride. . A. it is a Ilquld solution� 25°� by w�i�ht H2SIFg. B. Acccrding to the suppliers of the chemical� the solution Is clasaified as a corrosNre meterial with regard to the unlfornl fi�e code, 4. C-S (equeous p�csphate solutlon) wlll be uaed as carrosion and deposit inhibitor (tor e�cemple� tc �equester soluble iron in the rew wellwater). � A. It is e liquid spluC�on. . B. According to the suppliers of the chemfeal, the sdutio� is nanhazardous. C. The NFPA ratinps for C-5 ere: Health=0, Fler�mability=0, Reactivity=p and Sp�clal Hazards-0. �one�trco Roasns� Ar►derNk snd Asaocl�ts� 2335 West Highway 36 A1 St. Pay1, MN 551 � 3• Phon�: 812-638-4800 ■�8x: 812-636-1311 BoNESTROO RoSENE ANDERLIK � 6516361311 09/17/98 15:54 �:02/02 No:168 w • e�,nn�� F�x Transm�ss�on �: �•.p.«. �,.+w.�. 5. Occupency classiflcatlan: �ased on the information presented abova, I befieve that the pccupancy classification for the chemical room should be Qroup H. Division 7. This classiflcetion pert�ins to xcupancies heving more than the exempt amounts In Table 3-E of the 199a Buildlnq Gode. page t-64, which use/store corroslves, highly toxics, f�ritants, sensitizers, other health hazerds and toxfcs. 6. I'd like to point out some of the feetures af our design that are meant to deal with the corrosi�e nature of these chemicals: A. Panic devicss wlll be provided at the exlts from the welthouse (Von Dup�in 7ype 88 K In section 087'00, para. 2,02). . B. All chemlcel t�nks wil� ba aurrounded by �pill oontainment tubs. C. The chemicsl room wili be sprinkiered. d. Both tha pump rocm end chemleal room will have smoke deiectors that will send slarm sipnefs to the me�eter telernetry unit ir� the Public Works Maint�nanca Faciity. � E. The chemicai room will be ventilet4d. F. The chemicsl room wili hav� an eyowmeh. . G. The proJect Inciudss the furniahing of naoprene gloves, aprcn and face ehleld. 7. Open vers�s clased systems: We proposa ta use a chemical teed system that is essenttally dcsed. t use the word "essentially" becaume the propased aystem has no open tanks or other open contalners. �'he tanks will be co�ered and wll! h�v� screw on tlds. Plping will c;onvey t�emio8l$ from the tanks to th� injaction feed polnt�. �ach tank will have a small dfemeter flexible tube wit� in$ect scraen for venting to the ou�tside of the welihouse. 8. Tom Rou�har or I would be happy to meet wlth you et your canvenlence !f thls would asalat you in the review of the project, � 9. 1 wlll be on vacation from September 21 thru Septembar 30. Please call Tom Rousher at 004-4897 if you have any questiona or naed addltlonal (nformatlon. . /�� G�� . G�`� Cc: Rfch Pehrson, Minnesota Fire Marshall'$ O(fiCa Tom Rou�har, Bon�stroo Engineerinp . Bonsatroo, Rosen.� Anderllk and A��ocl�t�s � --- � 2335 West Hlghway 3� ■ St. Paul, MN �5113 � Phcne: 812-839-�f00 • Fax: 612-63B-131 t _ , _ BONESTROO ROSENE �I�ERLIK � 6516361311 12/02/98 17:18 �:01/01 N0:928 F�X r� � * �`� a sr»rss�on �p w�».�. a..�,�..a. Dete: December 2, 1998 Fro�n: Ron LaFond � To: Pau! Baumgartner Ou� Fl/e No: 56601 Orgsn/tat/on: Clty of Prior l.ake Pe�: to Fol/ow: 0 Building Depertment � � Orl,p/na/ Wlli Follow /n Ms1l: Yes No X Far Number. 447-4245 : Sub/eeM Weliheuse No. 3 ' Remerka: Dear Paul, • , 1. Costs tor lerger palyethylene containment tub� were excessive. Thus. we've dectded to t�8s a concrete wall tor containrnent. 2. Hypochlorite witl be stored in hnro tanks: 1.Qp0 eallon bulk tank and 305 gallon day t�nk. These two tenks are now In the aame containment area. As 1 understand th� UBC, the containment �rea shouid be sjzed to hoid the volume of the larne�nk plus 20 minutes of sp�inkler flow. Please confirm. � 3. As I stated on the phone. l rather not open th� ffles �pain ff there's a chance that ycu might fmpose more requirements. Cur�entiy, the conteinmertt Is sized for the voiume of bath hypochlorlle tenks , plus 20 minutes of fire flow. � You can reach me at 6�4 if you have questions. � SinCerely, : 6`��- �� ,a �� ti . � Bon�stroo, Rosens, Andsrlik snd Asaoclates -- — , 2335 Weat Mighway 36 � St. Paul. MN 55113 � Phane: 012-836-4600 ■ Fax: 612-fi36-1311 BONESTR00 ROSENE ANDERLIK � 6516361311 12/02/98 17:18 �:01/01 N0:928 Fax �r�ns,�m� �` � s��on „�p �.�...r �..�,i,.a� Date: December 2, 1998 From: I�on LaFond To: Peul �aumgartner Our Flle No: 5660� Organlzatlon: City of Prior Lake Py�s !o Fol/ow: 0 Buildinp Department ' O�l,p/naJ Wlll Follow ln Merll: Yes No X Fax Number. 447-4245 : Sub/sot: Wellhouse No. 3 ' Remarka: D�ar Paul. � 1. Costs tor lerger palyethylene containment #ub� were excessiv�, �"hus, we've decided to �8e a cancrete walt for containment. 2. Hypochlorite will be stored in two tanks: 1,QOq pallon bulk tank and ��5 gailon da�y tank. Theae two tenks are now in the same containment area. Ae 1 understand the UBC, the containment ares should be sized to hold the voluma of the !�[de�t ts�nk Plus 20 minutes of sprinkler flow. Please confirm. 3. A� I stated on the phone, I rether not open the files apain ff there'a a chance that you might impase more requfrements. Currently, the conteinment Is sized for the votume of both hypochlorite tanks plus 2o minutes of fire flow. � You csn �each me at 604-4771 if you have questions. � SlnCerely, • ��-��/ �� Bon�s#roo, Rosens� And�rllk snd Asaoolates � . 2335 West Mighway 3B ��t. Paul. MN 55113 � Phane: 012•636-4B00 � F�x: 612-636-1311 \ o � PRI�� r . J � FAX COVER SH�ET l CITY OF PR/OR LAKF `��.vvESO�� 16200 Eagle CreekAvenue S.E. Prior Lake, Minnesota 55372 (612) 447-4230 - Telephone (612) 447-4245 - Fax DATE: 1 a �' �g TIME: 8�� TO: �v� �t o�� FAX #: �3� - l3// COMPANY: F ROM � t ��. �-r�.--r_ SUBJECT: eol��at�.w•-cw�c' ��.� Message: ��.t. �-,,.1�, ..,._,�.r �._�r � c�1� �{- � w t l` w`c�.... a.a,�l. I,�o�`. S�o ra.a. Q a a "l�c�.. � S l S Ci CC�e. W�a,.�► � 'i� �-�-�- �t b-F �ti P �.J- �- �� Number of pages sen# including this page: �UNtSIKUU KUStNt HIVUtKL1K � b7lb�bl�ll IG/Gi/ytl U�:�U �.U�iU4 i��.�cy MINNE80TA dEPY1RTMENT Of HEALTN ONhion ot EnvfrvnmeMSi N�a1th f3EPORT ON p1a1N3 Plana and specifications on p�unpAouae- YVeHhous� No. 3. Prior �ake, Scott Counry, Minnesota. Ptan No. 982581 OWNERSHIP: City ot P� i„�. r�o Mr. Frsnlc $oYlss. Nan�p�r, Prior lske C+ty Hall, t8Z0p Fs�y CrNk Avsnue, Prior Laka, Minn�sols 3B37Z SUBMITTER(S): Bonastrco, Rasen�, Andsrtik b Aasocq�s, 233g yyM�t NigMws�y 38, St. Psul, Minnesot� SS113 Plsn= Dated: Date Rsceived: Ap�122. 1� Date Reviewed: May t B. 1989 • SCOPE: This ropoK cow�s a�s a�r, a m�s pro�eex �oar.. tn..s�wy and ssnitaarY que�ty pl d�s w�ter fbr . public consumption may b� aMac�ed, snd spplies to yiy pto�d pMy et� rpt to the enti�s systeMn or � c�lh�t part tt�ereot The examinabon ot plana h�s�d �pp� t� wpp� �� v �� baaed are corrett. anc! that net,�y Iqp�i �utho�r ha� p�n �i� to o0nstruCt the pnOje�t, Th� reaponsibility �or the deeipn pf sUuc�u� isot�ros �nd tM �iRds�y oi p�ipn�t must Ds taksn by th� proj�ct designer. Approvai ia t�tingeM upon ��actory diipoWlpn o/ �rry �qui�e�nu i�cktded WwNh fl�t t�pat, VUlater suRP�l P�sns afe ex�rr�ined wifil roq�d to t�N 1oc�tlOn, oalitrt�ctfon atW Opsrali0nal feature� Df U10 dssign and mainte�ence of af p� cf !h� sy�fsm which mty N�act the sdaty and sanitan► 4uaNhl a the watar. Exsmination is bas�d on 1he s�rd� o{ f� �� Thi� project conaists of the �stalsbo� ot � pumphous! indudinQ fhe fdlowi�g: 1. PolYPhosphate ct�emiccell feed equiprne�4 2. Sodium hypochlorita. 3. NydroAuosilfcic scid. REQU1R�MeNT(8): t. The �nished Aoor Qndt ahM p� at t�t 6 �xhe� apae tM outside f�is►�ed �r�de. 2. The apen end of tha �ir nNe�se st� �r�h N I�t 18 ind�es aba+e-yrade. 3. All threaded hvse bibbs insiait�d o� ppq�e � sy�� uipped with approved vaprum breakers. and sh�A be bcated at bett g inche� apovs tho epi� line Qt tha ftxture beinq served pr sbova the highest point of u�l. 4. A check valve shaN bs in�led on Ihe poteble w�te�Qns to ths sprinkler eysism. 5. It ia recommended lhat a cAeck vshe or a reducsd-prossuro.z�a bacicy� p��,enter be insfaMd on tAe potable wsteN to the eyewsst� temp�►ing tan1�, �n sddi�n ��g pf ��y�6h feMt Sh�N be dpnr on e reyular basi�. bVivt� I KUU KU�tIVt HIVUtKLII� � O� I n�o 1� I I i ci c i i lU Uu. �u �. ��+i ��+ irv. �c� � . � • . wslihou� No. 3 ' Pumphouss Plan No_ 982581 Ps�s 2 Msy 18, ! 998 � COMPLIANCE: No oonstructbn �hsN �� p� �� app�o�ad pans. M k�� ta make devistions from tha aPP��d pl�ns, th� 9bib 0�►t ot Fl�f► should b� oonwlE�d �1nd appro�r of th� c�snQea obtsinad betas oonsbve�fon fs start�d: oth�wiss s�ch construe�on is 1nsbNsd w�out PfoOK •PD�a�. anQ in addiBon m�r cro� �� . Authorizatlon for constructbn in �vcord�no� wRh tt� apqrvwd Plsns nw�► bs withdrawt� it Catsttuc�fon is not unds�tsken within a psiiod of cwa rwa. The hct fh�t ths pl�ns hsw b��n approved tloss ewt � msan that recommend�tlons dr ropuiron�4 fior � w(N not be nrds st sotn0 i� tlme wFwM ch�n� canditf�ons� seditlonal inlbrrrwbon, or advsnad Imoy� n�u �M� �� ApProwd: ��.� � , �--.�-.P� , B�qam H. �Isnat, P.E. Karh R Pebnon Publlc H�lth En�inssr Pub� �h E�qNt�e� Sectlo� o/ D�inkin� H1Mtrr Pr�p� See�ion o! Drinitirg VN�tsr Pro�ectlon 612/213-0760 812/2l5-0�dt � ` AMERICAN • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL � TESTING, INC, REPORT OF EXCAVATION OBSERVATIONS `. _� AND DENSITY TESTING �� PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT BONESTROO ROSENE ANDERLIK & ASSOC. SUMMER ST, WEST OF ITASCA AVE 2335 WEST HIGHWAY 36 � PRIOR LAKE, MINNESOTA ST. PAUL, MN 55113 ATTN: JIM FRUECHTL AET JOB NO.: 02-00852 CC: � � • DATE: DECEMBER 16, 1998 A�`: ��►U�.�� 1'�P��.��1,',, INTRODUCTION This report presents the results of the soil observations and testing we performed for the referenced project. Our services were conducted on a part-time basis. The scope of our work was limited to the following: • Observing the bottom of the mass excavation for the new well house. • Drilling shallow hand auger borings in the bottom of the excavation. • Performing hand cone penetrometer probes in the bottom of the excavation. � • Evaluating the suitability of the exposed soils to support the fill and anticipated building loadings. • Conducting compaction tests in fill placed to floor grades. • Summarizing the results of our services in a written report. Our work on this project was authorized on October 27, 1997, by Mr. Ron LaFond from Bonestroo Rosene Anderlik and Associates (BRA). "AN AFFIRMATIVE ACTION EMPLOYER" 550 C/eve/and Avenue North • St Paul, MN 55114 • 651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET #02-00852 - Page 2 CONCLUSIONS Based on the results of our observations, hand auger borings, hand cone penetrometer probes, and our review of the available information, it is our judgment the observed soils exposed in the excavation bottom for the new well house were suitable for support of the fill and structural loadings. The results of the soil compaction tests taken during filling operations indicates that all final tests met or exceeded the minimum specified compaction level at the elevations and locations tested. In azeas were the tests did not meet the specified compaction levels with the initial effort, the soils were recompacted and retested. The results of these retests met or exceeded the specified compaction levels. These conclusions are intended as a summary. Read the remainder of the report for specific information. � DESIGN INFORMATION We understand or assume that the construction underway will: • Have one above-grade level. • Have a finished floor elevation of 914. • Be supported by conventional spread footings designed using an allowable soil bearing pressure no greater than 3,000 pounds per square foot (ps�. • Have bottom-of-footing elevations at approximately 909. • Have approximate overall dimensions of 23 by 32�/z'. � • Use masonry block construction. AET #02-00852 - Page 3 • Have normal tolerance to settlement. • Be constructed according to applicable building code requirements. Deviations from the above design information could necessitate altering our conclusions and recommendadons. Contact us if the information stated is different from the actual project design. Building location and elevation informadon obtained at the site, and presented in this report, was referenced to building corner stakes and existing site grades. BACKGROUND INFORMATION Previously, a subsurface exploration program was performed at the referenced site by American Engineering Testing, Inc. (AET). The results were presented in our December 15, 1997, report (AET Job No. 97-3281.) Refer to that report for pertinent background information and for our recommendations to prepare the building area for structural support. EXCAVATION OBSERVATIONS We observed the mass excavation for the well house building on October 28, 1998. We were not present at the site on a full-time basis. Our services consisted of two visits to the site, coordinated with BRA and on-site construction personnel. In addition to observing the soils exposed in the excavation, we conducted shallow hand auger borings and hand cone penetrometer probes in the bottom of the excavation. The soils encountered were classified in general accordance with ASTM:D2488. Estimates were made of their strength properties based on their resistance to advancement of the hand auger and from the hand cone penetrometer readings. The soils were also compared to the soils described by the preliminary boring logs. � AET #02-00852 - Page 4 At the time of our initial visit, the excavation was not complete, and the water main was being replaced just south of the southem building line. In the watermain trench excavation, we observed natural soils at about elevation 902. A test pit excavated in the northem building line revealed natural soils at about elevation 909. During our subsequent visit, we observed the majority of the mass excavation for the well house building. The soils exposed in the base of the excavation were classified as naturally deposited coarse alluvial sands, similar to those described in the preliminary report and the associated soil boring logs. The bottom of the excavation ranged from about elevation 902 between the water main trench and the southern building line, to about elevation 909 in the remaining building areas. The attached sketch illustrates the extent of the excavation at the time of our observations and the approximate elevations of the excavation bottom. The observed soils were judged suitable for support of the fill and building loads. No standing water was observed in the bottom of the excavation. FILL COMPACTION TESTING During the period from October 30 to December 15, we conducted 13 density tests in fill placed at the site. The density tests were conducted on an intermittent trip basis. The field density tests were compared to the laboratory Standard Proctor maximum dry density (ASTM:D698) to arrive at a percent compaction level for each test. The test results are attached. The results of test 2 did not meet the specified compaction levels with the initial compactive effort. We recommended the soils in these areas be recompacted. A retest (test 4R) taken after this corrective effort indicate the specified compaction levels were met or exceeded at the locations and elevations tested. f AET #02-00852 - Page 5 CLOSURE To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Our services for this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or implied, is intended. Report Prepared By: Report Reviewed By: Mega . Lee J s. Rudd, PE Geot chni Engineer Principal Engineer MN Reg. #13996 Attachments: Excavation Observation Information Sketch Report of Density Tests Earthwork Quality Control Information Freezing Weather Effects on Building Construction � LIMITS OE OBSERVED EXCAVATION NORTH 909 908.5 BUILDING FOOTPRINT BUILpING CORNER STAKES 909 909 EXPOSED WATER MAIN 902 PROJECT WELL HOUSE /i3 REPLACEMENT, SUMMER STREET, WEST OF AET JOB NO. ITASCA AVENUE, PRIOR LAKE, MINNESOTA 02-00852 AMERICA�I�T SUBJECT FIGURE 1 DATE ENGINEERIl�iG EXCAVATION OBSERVATION INFORMATION SKETCH 12/15/98 TESTING, INC. SCALE DRAWN BY CHECKED BY PAGE MJL JR 1 OF 1 AMERICAN CONSULTANTS � • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL � TESTING, INC, REPORT OF DENSITY TESTS PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT BONESTROO ROSENE ANDERLIK & ASSOC. SUMMER ST., WEST OF TTASCA AVE. 2335 WEST HIGHWAY 36 PRIOR LAKE, MINNESOTA ST. PAUL, MN 55113 AET JOB NO: 02-00852 ATTN: JIM FRUECHTL CC: CITY OF PRIOR LAKE DATE: DECEMBER 16, 1998 ATTN: BLDG. INSPECTION DEPT. FIELD DENSITY TEST DATA Meth�od: Sand Cone (ASTM D1556) _; Nuclear (ASTM D2922) �3 _ Note: Proctor values adjusted far variable gravel content; and accordingly, values shown on Proctor list are not necessarily the value used in calculating % compaction. Dry Moist. % Test Test Test Dens. Cont. Oversize Proc. Percent Specified i� at Location Elev. ncf °o Material No• Com a� ction Minimum 1 10/30/98 Building pad bacI�'ill, 907'fi 127 7.4 20 1 100 100 15'W of SE bldg, comer 2 10/30/98 Building pad backfiIl, 905'h 116 9.6 20 2 92** 100 20'N of SW bldg. comer 3 11/02/98 Building pad backfill, 909 125�/z 8.2 15 1 100 100 6'W of SE bldg. corner 4R 11/03/98 Retest of #2 905'h 126 12.3 20 2 100'h 100 5 10/16/98 Exterior wall backf�ll, 1.5'N 913 126 13.8 20 2 100'h 100 & 20' W of SE bldg. comer 6 10/16/98 Exterior wall backfill, 2'S 913 108'/z 9.8 14 3 95 95 & 20' W of NE bidg. corner 7 11/18/98 Interior backfill, 5'S & 910 124 7.2 15 2 100 100 5'E of NW bldg. corner "AN AFFIRMATIVE ACTION EMPLOYER" 550 C/eveland Avenue North • St. Paul, MN 55114 • 651-659-9001 • Fax 651-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AET #02-00852 - Page 2 8 11/18/98 Interior backfill, 6'N & 910 125 8.4 15 2 100'h 100 5' W of SE bldg. comer 9 12/15/98 Interior backfill, 2'N & 913'h 116 10.4 12 3 100 100 1' W of SE bldg. comer 10 12/ 15/98 Interior backfill, 9' N& 913'h 117 9.7 13 3 100'fz 100 4' W of SE bldg. corner 11 12/15/98 Interior backf'ill, 3'S & 913'h 117�h 9.2 14 3 100�i4 100 1'W of NE bldg. corner 12 12/15l98 Interior backfill, 9'S & 913'k 120 9.1 10 4 101 100 10' W of NE bldg. corner 13 12/15/98 Interior backf'ill, 3'S & 913 120'/z 7.9 10 4 101'h 100 10'E of NW bldg. comer LABORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) Opt. Moisture Max. Dry N4, Soil Description Method Content % Densitv ncf 1 Sand with silt, fine to medium grained, brown (SP-SM) A 13.0 120.3 2 Sand, mostly medium grained, brown (SP) A 13.4 119.0 3 Sand with silt, fine grained, brown (SP-SM) A 13.5 111.7 4 Silty sand, fine grained, light brown (SM) A 13.1 115.3 Procedure & Method: Standard (ASTM D698) 7�_; Modified (ASTM D 1557) To protect the addressee, the public, and ourselves, this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. . eview Me J. Lee **Test result below project specifications. � EARTHWORK QUALITY CONTROL INFORMATION E�CAVATION BASE EVALUATION Judgments of supporting soils are based on soils ezposed, and on local samples of soils retrieved by hand augering and probing. Because conditions in the subsurface are hidden, it is not possible to fully characterize the subsurface conditions. Therefore, the client must accept that our judgments are limited to those soils which are direcdy observable to us. As soil conditions may be variable at depth, it is best that ezcavation base observation be aided by deeper ezploratory test borings (usually done prior to construction). Although these deeper borings may not totally reveal what is in the subsurface, they gready reduce the risk of deeper poor soils going undetected. The presence of ground water within the excavadon can also limit the supporting soil evaluaaon process. Also, if standing ground water is present, there is a risk to the client that compressible soils may noc be observed and remain beneath the water during excavaaon. The compressible materials can become trapped beneath or within the subsequendy placed fill. ffi1L�CG - Structural fill placement is commonly monitored by performing local compaction tests, which entails comparing a field density test to a laboratory Proctor test to azrive at a percent compacuon. I�nsity tesu of fill only provide the compacdon level of the fill at the location and elevation of the test. As many factors conuol compaction, such as fill lift thickness, moisture content, material type and compactive effort, compaction variation within fill can exist which may not be represented by the tests. Densiry (compacuon) tests are considered representative when used in a conscientious program of conuolled fill placement, where the factors influencing compacdon are closely monitored. Conclusions about fill suitabitity to suppan structurai loadings from the results of a limited mimbez of compaction tesu includes increased risk, unless the individual drawing the conclusions has complete lmowledge of the afore-mendoned variables during placement. For this reason, part-time testing on a"trip" basis includes more risk to the client than "full-time" monitoring/testing. 'OVERSIZING Structural elements also eaert loadings laterally; and because of this, the ezcavaaon and subsequent fill system needs to be oversized to accommodate these loadings. The extent of lateral ovezsizing is normally associated with the movement sensitiviry of the structure and the strength/compressibility properties of the soils remaining along the ezcavation sidewalls. Oversizing on the order of 1(horizontal):1 (vertical) is rypically provided for foundations in "normal" conditions. However, oversizing on the order of l�k:l or more is usually needed in highly compressible situations such as swamp deposits. AET dces not pracdce in the field of surveying and must rely on locadon and elevation staking of proposed construction by the client or their representacive. Our measurements in the field are made in relauon to those stakes or other location and elevation information provided to us. The reliabiliry of AET's oputions, conclusions and recommendations based on [hose measurements is dependent on the accuracy of the staking or informarion provided by the client or their representative. �E�1G WEATHER Soils which aze allowed to freeze will heave and lose densiry. Upon thawing, these soils will not regain their full original strength and densiry. The e�ctenc of heave and densiry/strength loss depends on the soil type and moisture condition; and is usuaily more pronaunced in finer �rained soils, and particularly silry soils. Foundations, slabs, and other improvements affected by such frost movements should be protected from frost intrusion during freezing weather. If fiiling takes place during freezing weather, all frozen soils. snow and ice should be stripped from all areas to be filled prior to new fill placement; and the new fill should not be allowed to freeze during or after placement. For this reason, it is usually more beneficial to perform ezcavacelrefill operadons during freezing weather in smatler plan azeas where grade can be attained quickly rather than working larger areas where a large amount of frost stripping may be needed. STRUCTC1RAi Si1PP�RT nN UNCONTRO ED FILi Risks are associated with supporting sauctures on fill which has not been placed in a concrolled and well documented manner. Even where existing fill appears to be well compacted (including when soil borings have been performed), hidden poorer or looser soils can potentially ezist below or within the fill; or previous excavation and extension of the compacted fill may not have been provided with su�cient oversize in all directions to accommodate the new lateral loadings. Risks can be reduced by means of increasing the amount of testing and observations. 0 LD014(4/96) AMERICAN ENGINEERING TESTING, INC. ► FREEZING WEATHER EFFECTS ON BUII,DING CONSTRUCTION ('�FNERAL Because water expands upon free2ing and soils contain water, soils which are allowed to freeze will heave and lose densiry. Upon thawing, these soils will not regain their original streng[h and densiry. The extent of heave and densiry/strength loss depends on the soil rype and moisture condition. Heave is �eater in soils with higher percentages of fines (silts/ciays). High silt content soils are most suscepdbte, due to their high capillary rise potential which can create ice lenses. Fine grained soils generally heave about 1/4" to 3/8" for each foot of frost peneaation. This can �anstate to 1" to 2" of sotal frost heave. This tocal amount can be significandy greater if ice lensing occurs. DFSIGN CnNSIDER�+iTIONS Clayey and silty soils can be used as perimeter bacl�ill, althou,uh ti�e effect of their poor drainage and firost proper[ies ' should be considered. Basement areas will have special drainage and lateral load requirements which are not discussed here. Frost heave may be cridcal in doorway areas. Stoops or sidewallcs adjacent to doorways could be designed as structural slabs supported on frost footin,gs with void spaces below. With this desi�, movemenu may then occur between che structural slab and the adjacent on-grade slabs. Non frost suscepdble sands (with less than 12% passing a#200 sieve) can be used below such areas. Depending on the function of surm�mding azeas, the sand layer may need a thiclmess transition away from the area where movement is crirical. With sand placement over slower draining soils, subsurface drainage wouid be needed for the sand layer. High density exuuded insulation could be used within the sand to reduce frost penetration, thezeby reducing the sand thiclmess needed. We caution that insulation placed near the surface can increase the potential for ice ;lazing of the surface. The possible effects of adfreezing should be considered if clayey or silry soils are used as backfill. Adfreezing occurs when backfill adheres to rough surfaced foundarion walls and lifrs the wall as it freezes and heaves. This occurrence is most common wich masonry block walls, unheated or pnorly heated building situadons and clay backfill. The po�ential is also increased where bacl�ill soils are poorly compacted and become sa[urated. The risk of adfreezing can be decreased by placing a low friction separating layer between the wall and bacicfill. Adfreezing can occur on ezterior piers (such as deck, fence or other similar pier foocings), even if a smooth surface is provided. This is more likeiy in poor drainage situations where soils become saturated. Additional footing embedment and/or widened fooangs below [he frost zones (which includes tensile reinforcement) can be used to resist uplift forces. Specific designs would require individual analysis. CONSTRUCTION CONSiDER�TIONS Foundaaons, slabs and other improvemenrs which may be affected by frost movements should be insulated from frost penetration during freezing weather. If hlling takes place during freezing weather, all frozen soils, snow and ice should be scripped from areas to be filled prior to new fill placement. The new fill should not be allowed to freeze during transit, placement or compacrion. This should be considered in the project scheduling, budgecing and quantiry estimating. It is usually beneficiai to perform cold weather ear[hwork operations in small areas where grade can be anained quictcly rather than working lar;er areas where a greater amount of frost stripping may be needed. If slab subgrade areas freeze. we recommend the subgrade be thawed prior to floor slab placement. The frost action may also require reworking and recompaction of che thawed subgrade. �14ERiC�IY ENGIlYEERING TESTIlYG, INC. AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL � TESTING, INC, REPORT OF PLASTIC CONCRETE TESTING PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT EN COMM NIIDWEST SUNIIvIER STREET, WEST OF P.O. BOX 73 ITASCA AVEMIE CAMBRIDGE, MN 55008 PRIOR LAKE, MN ATTN: LON HOLLISTER CC: BONESTROO ROSENE ANDERLIK & ASSO. CITY OF PRIOR LAKE AET JOB NO: 02-00854 DATE: December 21, 1998 Date Placed: 12/17/1998 Concrete Supplier: Cemstone Mix Number: 5166 ' Placement Method: Truck Discharge Total Yards Placed: 11.00 Weather: Overcast 30° Location: Chemical storage tank walls and floor, east side interior. STM:C143 ASTM:C231 STM:C1064 Time Placed Truck Slump, % Air Temp. Cylinder � From To No. inches Content de . F. Set Remarks 11:15 12:00 389 4.0 6.0 Notes: Contractor to cast cylinders, but AET personnel did it. Specifications: Slump: 4" Air: 5-7% Temp: 50 - 90° Report Prepared By: eport Reviewed By: R�w��ti- �l� � Dave Franseen David G. Wirth 64 "AN AFFIRMATIVE ACTION EMPLOYER" 2102 University Ave. W. • St. Paul, MN 55114 • 612-659-9001 • Fax 612-659-1379 Duluth • Mankato • Marshall • Rochester • Wausau AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL � TESTING, INC. REPORT OF COMP FSSIVE STRFN TH OF YLIND T i CON RFTF SPF('Ilyj�i ]�JS ASTM C39 PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT EN COMM MIDWEST SUMMER STREET, WEST OF P.O. BOX 73 ITASCA AVENUE CAMBRIDGE, MN 55008 PRIOR LAKE, MN ATTN: LON HOLLISTER CC: BONESTROO ROSENE ANDERLIK & ASSO. AET JOB NO: 02-00854 CITY OF PRIOR LAKE DATE: December 23, 1998 Set No: 5002 A- C Date Cast: 11/17/1998 Miz No: 5166 Placement Information Plastic Pro erties Cast By; EnComm Slump, in: (ASTM:C143) Placement Method: Air Content, %: (ASTM:C231) p Placement Location: Apron Concrete Temp. (F°): (ASTM:C1064) p - -� Concrete Supplied By: .., .. Cemstone Truck No: Date Received in Laboratory: 11/23/1998 Cvlinder No. SOOZA 5002B 5002G Sylind�r Inform�tion Height (in.): 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional area (sq. in.): 2g.2� 2g.2� 2g.2� Cylinder condition/preparation: Curing Information Test date: 11/24l�998 12/15/1998 Lab Hold � Days on site: 6 6 6 Days in curing: 1 22 Age at testing (days): � 28 Test Information / Load at failure (lbs.): 117,360 167,210 Strength at failure (PSI): 4,150 5,910 Specified strength (PSI at 28 days): 4,000 4,000 4,000 Type of failure: Cone Cone Conformance: The 28-day test result meets the required design strength. �teported by: . , v avi . "AN AFFIRMATIVE ACTION EMPLOYER" 2102 University Ave. W. • SL Paul, MN 55114 • 612-659-9001 • Fax 612-659-1379 •Duluth • Mankato • Marshall • Rochester • Wausau ' � Bonestroo Client: �'�ge� � Rosene Project: Proj. No: � Anderlik & Associates Calcul�tions For: Prepared By: _��fn D�te: �L- Q(� _ Q Engineers6Architects Reviewed By Date: ? �i '�;�� 1 J f{ i 4� t^, � /S ry 1 L. �. r:. I e.� f� i L. ��' Pt�v �� ;,e�F�P�-J� �` � j 5�'M'�' , '�:�c. i� �.� � o � E r�, % � , I /—� '��'uSS , 65 I � �jc,Jn,1E�T tJ �A(C � �,_ ��e5 � ��, ��e,�� , P�a�� o,a ; �r.ar� � �,_ E,4Gu I: n1D , - - ----- --- - - --- ,: -- -- - -- - - ----', � � � : i �I , ii - � . i � �; - . . � L iPr �---- -- -- 1 l`� ii w,'c�/L . . , . . = �"' I'� Ct�t . 'S i �.,a F � �,.� �1 . � �° �'ioM Gk��Q� o( � �I�+i l. , � +�.;�V. .\ � V 5� J � ~ .. � �I!_ i � �'c�c.�': L�� ` � ac� �r��:.� ?n�;�,��= �LQC.1�1�1�� -_ --- - - -__, / ; ;'PG k- Dnl� � �„ Y� A'� � E.r��. �n �� , , . � ��z.�,`�.��-�- �_ � � ��,�„r�. - s�� ;. r�, ,4 . ' � Bonestroo Client: Page: 0 Rosene Project: ��l a� sc 3 Proj. No: � Anderlik & Associates Caiculations For: Prepared By: �/-� L D�te: 3 lz z/� EngineersSArch7tects Reviewed By: Date � ST,��9 PP/ �G /�1�4T�.pi,� To/� �sio,P1' � � - � � �o Tfi S>I>t I 4\ � �' � T.Pv ss � Tr.�a 8� iV �111. 5 ,�/a G /� S ll� F � l> N F $p� �/1 /L. �i�G /� -��/o .f3aTTo� C�/d.pp , . af T�pvss i H/L T/ f �' � �',�1C y Si�,�' /�'�� jE� l3L0 �� N6 /`9/-1T �L � ' ( i .- � �r� t'os � P/Q,� .�- ��T.G/L � . - , � ; ; � • �.:.� � , f --- � w......--_�, ; � i i . , ^ ^ ' , : ; � `� 't � r ' '• !, �� ' .� ' � V� , � d � �� --� �—.--� ' � � i � i � r � �: � � i t� 7; . � }• i.^ ! i � ' J � � ' ^ , � � '' �!, • '+� 'i� II,,,� il i �� I: � I � i ' • I . . { i ' � � � �0.11 :� � �� r1 �_ 1 '•�^ � � � ; � ' +� . � � � � � �i ,.� {�^ :i- ��'j ,;� �.—� � �� 1' j j- � � , � � ;i ; ;� �, r :� , � ! � � . i ' .� j r ;� q �� y � i � `I i; �� i = � • \ � ' , `� � t I� !i E' �� '' �� , � � t � � !� � i� I; , ; � . , � f � . ; �? . � � � i' i1 ; , ! , ( � � � � � � r I `. } ; �N ; !j �� i � ' � `' : f , , ; � :' � �, �� ; ; , , : ! � � !; ' �� j � � ; j � i � � ' i I � � � ' . ' f � � �' � ' z � �a �a�n i�i � � ► �� ! i :.1; f � i � �':° L i ! �;� j ,; �, ,; . �; , : ,� =� � � � � • . � � � � � ` � i I . s ( �j,,, ' � : i ; . '�' � � � ' ` �' t�,y !� I� �� : , • �' `,� _ � , ; � � � � � � � � �� N � � �i � i ; , I � � , ; � ��., 8 � � � � I : � � _ . � i ; i � ;; !; � !! N '' ; ....j . ' A . � ` I '' , I �� , � � : ` ='� J , ' � , �; �I Ij l I. �� E � � �; � � I � E..._ j! li G�t C�,! m' ='• �E C]� ��j �) ' ��'3l1 � ^' � � � -S � j � i� �I ll1(' L'1t• ;Tji � ^.' '1 ^ � " , � ! ° � � . � �� i � — �i �� = i �, � ��; , � 1 i i � ( '.'•� ; • e' il � ' j' � �� ' (� 1 � � � i l...i i: i � i ; � 1 � i j� � 1 � � � � i , , �� I � � � Y ; ' � �I ��` �! i� ii � � : �_ i ;^1 ' • y tli"—, �.� � �� ' � � � ��—; . . , - --- . � ; �....�_ K—r� . . . v . r ' c"' J \ . . . � . � ` ti� ' ; . . f � 1 ^ 2' d SSf ldl 4P8d W7c� : e� e6, e� �s � 80086R I H1 I ROOF TRUSS I 2 I 7 � OSLIN LUMBER (ENCOMM) J495 �, i P& M Truss 3.3T s Feb tC 1997 MTdc Industnes. Inc. Tue Sep ^2 13 14 �7 1438 PaG .�.10-D 2-tt.tt S11-I 10.1.13 146J 76-6-12 21-85 24b0 2568 7-10-8 2-11-11 2•11-8 42-9 4-46 �-2-9 2•71•9 2-11-11 1•t0-6 � I ' S� = Dc4 u 3x8 = Sx7 = ; 6.00�12� 3 4 5 6 3z5 s 3�b a f Z 7 I ° n i � ( � � I �1 ^ ° 15 13 12 11 10 9 � 1 2x4 u 3� = 5x6 = = 2x411 3x8 2x4 It 8- i 8�A 2 : ""-" l � 8x12 : . ( �� 1/h � fcs• ' 0� � Q J2 c_ �� rA f 0 q�� .i ` �Oi-�,,� y��('ire'C'QS7� - �i 9 Q1�' � �lc. s�'''� �C�-�cFry �/ ��- O�f+� • ��i .}�P' 2_��.» s».� �a ��-s.s �aa.�a �.as 2.71-1t 2•11•9 42•9 2-tt-9 11-11 � Plate OtFsets (?��: (141•11,0-0•3], (3:0-0-0,0.1-8], (6:0-0-0,0-1-8J, [8:0-2-13,0-0-0] t LOADING (psn SPACING 2-0-0 CSI DEFL (u�) (loc) Vde11 PLATE GRIP TCLL 4�.0 Plates Inuease 1.15 TC 0.77 Vert(LL) 0.31 12/11 841 M 187M90 TCDL 7.0 Lumber Increase 1.15 BC 0.96 VeRjit) 0.44 '12!'11 660 BCI.L 0.0 Rep Stress k►cr NO WB 0.89 Fb2(iL) 0.�3 8 Na BCC�LL 10.0 Code UBC 94 Min Length ! LL ddl = 360 Weight 115 (Ws) LUMBER �� TOP CHORD 2 X 4 SPF No.2 'Except' TOP CHORO Sh�thed a 1�8-12 on center purfin apacing. 3� 2 X 6 SPF 165oF 1.SE BOT CHORD Riyid oa1'ug dvectty app6ed, or 12-13:6-3-0,11-12:6-3-0,10.11:6.3-0, BOT CHORO 2 X 6 SPF 1650F 1.SE 9-10:63-0, 5-9:6-3-0, 1-15:6-3-0, 1415:63-0, 13-14:&3-0 on ar�ter Dra wESS ��-- s x a s� s�a �ac• � F[CIP Q��:L��•'. i; �'�'`� s-�o J _ 123 2 X 4 SPF No 2 -"' --T `1 L� Q C rro �r.c�� s T,,.�.�� a �� ' J` OTHERS 2 X 6 SPF 1650F 1.SE ` /; 11� WEDGE LeR: 2 X 6, Right: 2 X 6 ��`_� -��LT=✓ COR!i;.E�i1�1�A1$ I ,� REACTIONS (Ibsls¢e) 1=3445/0-5-8, 8=3445I0�5-8 /�F::-'�- •". "-: �'£� ,b 8� MaxFb2 1=-105(bedtaSC2) BQNjCSTri(�'O� hL.'�'.c�t�:, r,`:lwEtif.�K� �{Z.;rE��` Maz UpCdt �=-356(bad case 4), 8�56(bad case 4) 8c ASS��iIATE$, I�IC• a � FORCES toli3 l Q ° �" NUDW ,�� TOP CHORD 1-2=5809, 23=-5749, 3-4=-6862, 45=-�862, 5-6�5165, 6-7=ST49, 7�8=-58� l� � fiN ��%��pc(� BOTCkORD 8-9�930.9-10�t930.10-11=6882,11-1�=6862, �2-�3= - - � YJEBS 2-15=143, 2-14=271, 3-9�213, 3�1x2121, 412=714, 5-12�0, .11 , 1 211 ,&1 1 -�0='2 1, 7-��43 �� NOTES 1j This truss Aas been desi9ned tor ihe vw�d bads generated b'Y 90.0 m.P.h winds at 15A teet sbwe grotR�d k�d. usin9 7.0 p.s.f. top . chord tlead bad and 7 D 0 p s.t bottom eAUd dead bad, '100.0 miles hom hurticane oceaNine. on a category 1 eruJosed buAdinp. d duneruions 54.0 by 36.0 wRh exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Irxxease = 1.33. Both end verticals are I�� i nereDy cen�ry tt►�t ttus p�m. s0�' 2) Except as shown bNow, speaal connectwn(s) required to support conceMrated load(s). Design ot conneetwn(s) �s delegated to the tiwuon or report was D«Wr� Dy t owiar,g designer me o! under my o�cecl wpo�nswr. I 3y Prw�de aclequate drau�age to prevent water pund�n9. dnd thal 1 21n duly Rdg�Sle�Od PtO� ( 4) This truss Aas been designed for a 10 p.s.t. boriom dwrd five load mnconcurtent with any dhv live loads per 7abk No. 16-8 �B�s�ona� Engmeer under tDe 1a�rs o � UBC-94 S) TNS tR�ss Aas Yrren �signeJ w�th ANSIlTPI 1 crileria :I�e ��i;� �i_MI @'�� I r �W LOAD CASE(5) , t) Lumbe� Inaeaseg1.15, Plate Irxxease=1.15, � p /] �{{� I Uniform Loads (Ibs Per R) �P �Tv �' 'T�?'�7G� VM:1-2=-94.0. 2-3=-94 0. 3-�.154.0. 4-�•154 0. 5-6$•154 0. 6-76.94 0. 7-8=•94.0. B-S=•50.0. 9-1�-50.0. 10-11$-130.0, 11-72=-1300. 12-13=•130.0, 73-14=•130.0, 14�15=-50.0, 1-15�•500 phTE � Caieentratetl LoaGS (Ibs) � VM:1=•176.3, 3=-630.0, 6=-630.0, �-176 3 -- ' A�v��wmvo . v.� a�,ta, pa,o,..c.,: �a Rcec rmsa ox r�s eirc �eavsxss sms saFO�es ass �� Daqn wid 1or uw oNr vr�h MR�Koo�uwe�aa Th� �+�0�+ Y bwW onh �O� P�� +orM1 ond k la an tidMd�ot bu�dlrp eanDon�M b W � t+tloMd and bod�d wAbaly. APP�Y a dNOr► Da��n and W� hoorPaalbn W caaPotwnt Y twpotrbily W Duldr�q detqn�r • not kua d�sqn«. Noekq Nwwn Y 1a faf�rd wPPo� a� w�b m�mb«s onN. AddMbnal NmPpaY br«t+0 b Itrur� �tob�ly dubp oondn�ctbn Y� t�P�Y ol IM �rela. JWd�bnd p�rman�nt boeln0 W 1M ov«d q�uetua k fA� t�epoerD�y ol 1M b��0 �q�. Fa p�nNOl pukfa+o� �patlln0 bbAoo�bn. 4�pMY oonhel qaop�. dNwry• �nefbn and WoCt�O. oauuR CtT�B{ Oua1�Y �landad. DfWi koeNp ip�e1{eaAbR and Nl� M�ek Mo�q � q� ��MO �atbn Wo�abM t�an Truq Pfot� M1Ru1�. 6!S O'Onotb WM. wlotl`o�b WI6S710. i 800864 I F12 I ROOF TRUSS I� I� I�VN LUMBER (EMCOMM) ,�,qg- �; P 8 M Ttuss 3 3T s FeD 14 1997 MTdt {ndusfnes, Inc. Tue Sep 22 13:�4:231998 Pa ; .,.,oa s�a�. �-ss u-�o �s�a�o xa�t za.aa �a.a � 31Ptt 3�o-e sa�o saio s�o-e s.�a�� -�aa � � ��, CAUTlON: Do not ( h �,� � u � a rc� �c3 - yc� n � = erect truss backward. r � >> a �, � e.00,, ,,?� l � � hi� }� C J �� r �� 3x5. 3z5. i , Q ��,.1� � s i G , � � �^. 13 72 11 10 9 8 i � 4 u 4x7 = 3x10 = 7x8 = Dc4 u 7 5 � = 3x4 = 7xf 0 . i 5�(� � SC c�! c� H SCC T<C�7 ts's /� . I �.�au �-sa �s-+-o �s�a�o 2aat z4ao � s�a�� ae +�-�o +s�o ��o-e a�au � �a�e o�rsets �xv�: ��:o-o-0.o-2-s�. �:a�-�2.o•�-�z�, Is:o•2-0.0-�-�2�. p:o-s-s.o-i-o�. �s:o-o-o.as-a� ; LOADING (ps� SPACING 2-0-0 C51 DEFL (m) (loc) Ydetl PLATES GR1P ; TCLL 40 0 Plates Increase �.15 TC 0.88 VM(LL) 0.20 10/9 999 M20(20fla) 197/190 TCIX. 7A LumDerinetease 1.15 BC 0.52 Vert{TL) 0.28 1W9 999 ! BC�L 0.0 Rep SVess Ir�a NO WB 0.76 Ho2(it) 0.09 7 Na ' BCOL 10.0 Code UBG94 Min Length ! LL detl = 360 WeiphL' 109 (Ibs) LUMBER gRqCtNp TOP CHORO 2 X 4 SPF No.2'ExceP�' TOP CIiOR� SheaVxd or 1-6-0 on cerrer P�r� sPadnp. 3-5 2 X 4 SPF 1650F 1.5E BOT CFIORD Rigid oeTrg dredy appied, ot 10.11:6-3-0, 9-10.'63-0, 8-9:63-0. 7-8:6-; 80T G-IORD 2 X 6 SPF 1650F 1.SE �-13:63-0,12-13:63� 11•12.'63-0 on ceMet btackg. WEBS -- 2 X 4 SPF Std'ExoepN � . 5-9 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Std WEDGE Rigt�t: 2 X 4 REAC710N5 pbs/size) 1=2147/05-8, 7=3127f0-5�8 Max Horz 'I=-129Qoad esse 2) Max Uplift t=-200(bad case 4). 7=-318(bad case 4) FORCES ( TOP d-IORD 1•�-3458, 2-3==3157, 3-�3752, 4-5=3752, 5�6=-4617, 6-7=3383 BOTCMOftO 7-8=4633. 5-9 9-��4126,10.11=2821,11-12=2821, 12•73=2976,1-7�2976 WEBS 2-1�76, 2-12=177, 3-1�171, 3-10=1256, 410�14, 5-10=504, 5-9-'2007, 6.9=581, 6-8a599 ! NOTES ;'I ) This Uuss has been desigrKd for tAe wind bads generated by 90.0 mp.h. winds at 15.0 kM abae 9rau�d kvd. usinD 7.0 p.af. tap ! ehord dead bad and 10.0 p.s f bottom chad dead bad, 100.0 m�es from hurricane ooearYrie, on a categay i enetosed bald'v�y, d dimensions 54.0 by 36.0 with e�urc C(ASCE 7.93). Lumber Inaease = 1.33. Pl�e 4iaease = 1.33. 8oth end vertieals are t nereDy certity tRat this plan 3pep • 2) � s�,o�m eeww, S�i eo�oM:� reywred co 8u�ort �enva�ca rond :. ticatwn or report was p; eCareo py () oesign a eonr�es.tion(s) Fs debgated a tne me or un0e� my d;'re�t Supen,;si0n I bu�dug de�gner. aid tnat I am dul Reoisterea Pro- , s> Prwix adeqi,ate drainage co Preveru water po�d�ing. fess�onal En �r y a) T�is tniss has been designed tor a 10.D p.s.L bottom chord 9ve load nonconcurrent w�h any ather INe bads per Tabk No. 16-8, D�9Er undAr Ihe ldws of ueG9a. tAe State ot ARinnesrta. ' SI This uuss �as been designed wwdAA ANSI/TPI 7•1995 critena ��^� I LOAD CASE(5) 1) Lumber Inaease=7.15, Ptate Increase=7.15 � � t � ' unR«m loaos (as per rt) SE E � , � � VeR 1-2=•94.0. 2-3=•94.0. 3-4=.94.0. 4-5=-94.0. 5-6=-94.0. 6-7=-94 0. 7-8=-20.0. 8-9=-20.0. 9-10=-20 0. ti0-11=-20.0. �Aj�E ».s2=•zo o. �z-�3=-20.0. �•�a=-2o.o N0. 16�dJ ; Co�e�ra:ea �oads pbs� ---�._ ' 4 Vert:1=-176.3. 7=-176.3. 8s-523.0, 9=-1638.0 � Ativ�rrc - v.r{�y a�+a� �o,,.�.: a,�a �ceo xans ox r�s arm xava�es sms aaroRS vss. �• Ce+qe vdd lor uo� oNy NA l��t oa►trdp�. iNt d��lpn 4 bowd on1Y �� P�M�R �howR ond Y fot m YWNIDuaI bubrp oompoMnt to b� � deeqn«• MoeY+o �no��tak qt«a1 a►,arb a��ww m.n+e.e. «�N. ��i.mpor�o�y a�oe� +o�rawr � oaw�ruabn�r m�. ��r a a�..»e�«. �ia,ai o«mon.n� aaano a a+. ow�a s+��ur. r a�...�oer�, a n» eu�arw a.eq�«. va q.�wra Qua«+o• �.o«ar�o � v�ar�y oonko� +r«oo., wti.rv. «.onon ana aoaq, oau� oa-a o„der Nawab. oswv aoerw �.u�eoaoti a�a Nn•v� M iTe k � XO^�+0 M�+�w «+d troeYw �.eemm.iwdan waaa. xan t�un AoN r,altw.. ss� o•ono�+o awr. Mo�A�aL vn as71o. r � )pg6< , ( Fi3 I ROOF TRUSS I t I 1 I OSUN UJMBER (EN� ,l.i�$� ' 8 M Tnns 3.3T s Dac 271996 MrTek 6�d�aUies. W�c. Thu Sep 2113:1b�8 9993 pa9e 1 -1-10�8 �-3-11 E-7-f 12-4-0 16-Q12 16�10-0 � �-�a-a 4-a-» �-s � ssa a��s 4x4 = 3x4 = 6x14 � �� 3 4 5 � �i 1/l � 6.00�12 Y �`� � ��4 ,X4. . � � d� � � � (�� l_ �.� �' � 2 �rt�' ° - ``' , � �� ri� �L�c��r�t��,��' ��' ,, �j"' `� . s �� . c� , ,� _ � � o ; 9 8 7 6 ; � 3x8 = 3x5 = 8 4 n ; 4� = 3x4 = � �Pc J�� B / i � � 8-7-I � 16-10-8 _ � 18"10�3� t E-7� 6�3d 1�8-6 � 1 ��te ort�w (�c.�: ��.o-o.a�-ts� i _OADING (ps� SPACING 2-0-0 C51 DEFL (m) (loc) Udell PLATES GRIP � �cu 40.0 �� .�s rc o.�s vsn�y osa svs aso eao�oDz� �svtso + -co� �.o �umt,e� t�se �.�s ec o.� v��ry o.� �� ss� � 3CLL 0.0 Rep Stress Incr YES WB 0.49 Hoa(TL) -0.01 5 rJa 3CDL 10.0 Gode UBG94 (Matr6� luin Lenpth / LL dell s 360 Wsipht: q Qbs) � _UMBER BRAqNG I 'OP CFiORD 2 X 4 SPF No2 TOP CIiORD Sheathed or 3113 on oeniar pur6n spadny. � 307 CHORD 2 X� SPF No2 saa�eq end vsAi�s. I NEBS 2 X 3 SPF Stud •ExcoW' BOT CFIORD RiDid ceil'n+D � aPP�. or 1-9.�3-0. E-9:Cr3-0. 7-a:6-3-0. 6-7:63-0 � S6 2 X 4 SPF Sid, S7 2 X 4 SPF Std on ceMer bradnp. � �THERS 2 X 4 SPF Std � WEBS 1 Row at midpt 4-7 NEDGE t.eR: 2 X 1 I �EAC710NS (Ibslsaa) 1=1100/0-5-8, 5*931/Q3-E ( Ma�c Fiort 1�37(bad c�e � Nt�c UpTdt 1=-88(load case �, 5=99(Iood case � M�c VeA 1=170a(load pse'�. �r-938(lo�d case S) °ORCES � �OP CF�IORO 1 2=-7�. 2J*-1066. 3-4=-E53. 4�-192. 5-6=-12 30T CFIORD S-7s2. 7-�73T. E-9�737.'1-8�1194 I n�as 2 3 �ztz. � s7=775 � nerWy ceaity tnt� tn�s pi3n, spec� �orES hca,an or re ( �) Tnts truax has been checked tor unba�anced �oadnp cond'�tio� about joim 5. me or unos: �dN; CtrF�9FdraC Dt supC�vis�ct '_) This truss has been desi�ned for the wiad bads generated by 90.0 m.p.h. winds at 15.0 feet above pround level, usiny 7.0 p.c.f. top dnQ tii2= ! eZ1 d�!y P.n?iStCraO Frc; chord dead bad and 10.0 p.s.f botlom ehord dead Ioad,100.G m�les trom hurtieane oceanline, on a atepory I encbsed bui�np. of (ess�an�: Eng,RgBr unCer t�e laws ' dime�sions 54.0 by 36.0 with exposure C(ASCE 7-9�. Lumbx increass � 1.33. Piate Inerease s 7.33. Both snd verticak are t�19 Sfd16 pt !l, ptle ••. �� exposed. • ' (•� 3) Excepl as sho�wn below, speciat connection(s) required to wpport concentrated bad{s). Design of conneclion{s) is delegated to the � �) ! bui�ny designer. � •r•• . i +) Provde adequats drninaQs to prevent walx po�np. � .}pp S) This truas has besn desipned tor a 10.0 psl,boltam cliord live bad no�oncunent with ary other Gv�e bads par Tabk No.1Cr8. �7GT �� R70(9 UBG9�. ' � This truss has Dsen desipned wHh /wsu'tP� t-1995 erus�ia. OATE N4. i 63A3 ' ��., '.'.-�....-.. _OAO CASE(S) Siandatd � AW�a -�'ai�Y �•ta•� � ��sso xoisa arrraia � teas+axss sma aarc�ies aa�s. • Gsqn va�d ta u» oNy wth htlfik oonn�ela�. ThY d�qn i baMd onN Wa+ Paor�N�nr �horn. ond 1e br an iidMdvol baldln0 eamPa►M►t b W r,s�o�w and wod.d v.nioo�y �av�n� a� v�++�R � apv« tioorcpo�a� a oapao�«+t r r.epo� a asatw w�« - nm aua tl�siOnM. trae�+p wwwn It ta bf«d wPPoM ot YWNAOud wb m�mWn onM. AtlmMOnd t�mpaary boetip b Y�w� Yably Wdnp oondwelbn k 1M ��tpot�tb�ty of Mv �e�Clot. AdtlNbnal P�rmon�M Wxtip of 1h� owrai tbuetu» Y IM qtpoH�Dly of th� b�A�NO ��• � OK�a O� ��+0 ��bR quory oonfiol qq�. Ww'►�Y. �aetbn ond WoehO. oonlu� Oii�iO O�qf� lladad. DtNl9 Modtq ap�loolW4 mW MR•91 M iTek ��0 ��q eeW /toolnp ��eannNndalbn ovobbM Mom Tnre ibN hWM�. b0.1 D'Onotb O�fir�. Mo�o�b VYI b3719. ` I Job w . • Tniss Truss Type Oty Pfy , �&00864 Fi4 ROOF TRUSS 1 1 OSUN LUMBER (ENC.'OMM) ,�9g; � P 8 M Tnns 3.3T s Feb 741997 MTdt IndusVies, Ine. Tue Sep Z2 14:06:27 7998 Pagc � .�-�aa � 3-s�t � �a7-� � ta�au � t6�ae � 7-tOd 5Si1 S39 SS-0 2-�12 � 4x7 = 4x4 = � 3 4 � � 4x7 = ; � 6.00 12 5 � i ( 3x4 � 0 2 � � v� � v 4= �I . - . . . 1 0 9 8 7 5x5 = 2 4 i � �Y� - 3x8 = 11 3x4 = / 4 � i '` S c ° C' �Gc:itti-i � • s3» >a +a.o.0 +��oa 53.11 ' S39 2-�12 Plate 0lfsets (�1�: (1:0�-O �:as-a .0•1-12j, [5:0.1-8.4-0�'ij LOADING (ps� SPACING 2-0-0 CSI DEFL (in) (bc) Vdetl PLATES GRIP TCLL 40.0 Plates Inctease 1.15 TC 0.51 Vett(LL) 0.05 'IO/9 999 M20(20ga) 197/190 TWL 7A Lumbetlncrease 1.15 BC 0.42 Vert(TL) 0.08 1W9 999 BCLL 0.0 Rep St�ess Inu YES WB 0.80 Haz(TL) 0.01 5 Na aco� � o.o code ueG9a �Macrec� Min Len9th / LL ddl = 360 we�r�: �(ros) �unne� BRACiNO roP cF+oiz� 2 x a sPF No.2 ToP CHORO sheea�ed or 3s-s on oerder purGn spaeing. 80T CFIORD 2 X 4 SPF No.2 excePt end vetticais vvESS 2 x a s� stua soT c�� a ce�,9 �eaN aa�ed, or �-�o:s,3-0. g-�o:s.3-o. a-9:s,�a. 7-e:6-s-a. OTHERS 2 X 4 SPF Std 'ExcepN &7:63-0 on center btae's�p. BL1 2 X 4 SPF No.2 WEDGE LeR: 2 X 4 � REACTIONS (Ibs/s¢ej 1=1108l0-5$, �931143-8 Max Ho2 �=4C4(loed case 3) Max UpGR 1=88(bad ease �, 5=-48(bad eas:e 4) �ORCES 70P CFIORD 1-2=1499, 23=-848, 3-�35T, 4�Sy453;8$=20 BOT CFiORO 6-7s1, 7-B=535, B-9=1217, 9-1�1217,1-10=1217 WEBS 2-1Os113. 2-8=-666. 3-6416, 3-7�531, 47=•101. 5-7■709 NOTES 1) T�is tniss has Eeen etfedccd for �sfbalanced badug eon�tions about jaMs 4 and 3. 2) This truss Aas been designed forlhe wind bads 9e�ated by 90.0 m.p.h. wirt�s at 15.0 teet abwe 9totuid fe'vd, usir�y 7.0 P.st. top chord tlead load and 10.0 p.s.t bottam chord dead load, 100.0 mles hom hurricane oceanOne, on a eategory 1 enclosed budding, d ' dvneru�ons 54.0 by 38.0 with exposure C(ASCE 7-93). Umnber In�xease = 1.33, Plate Inerease = 1.33. Both end verticals are exposed• I nere0y ceR:ry tha: S�+s ; 3) Prwide adequate drainage to preveM water pondirg. ��, S�• 4}'Ri�s tniss has been des�gned (or a 140 p.s.L botlom chord 6ve bad nonconcurreni with any oMd hve bads per TaDk No. 16-8. hCdh�n or f2pp!1 wa5 prC�2rpa p�r • uec me or un�s� my tl�rect supg;yisipn ! 5) Th�s tniss has been designed wwith ANSVTPII-1995 eriter�. a�Q tA2t 1 8rt1 Guty Rg2�� o fp- tes:�n�ai 'cn�.neer u?tier the �aws o1 I LOAD CASE(5) Stantla�d tRe Stalr of M�nnsso;a, i � � �„� t��,.� ; � s��"�'�� 1�aR ' DATE NO.iB36$ I '- ---•�.�.�....,._._��..... � WARI�QNO - Vsr(� dsatOw Para+netsr+ and F6dD Nrii 33 W�f TffiB A1�fD RSOiRBi �i dE7'ARt U�i. �'�'� D�sipn vo�d l01 YM oNy NA IY9t�k oomNdott fiY W4.� � taW onN Wen DaamN�q AwwR otW Y for on M�dhAOUOt DuqnO oon►P��I b W � tutoMa aW bo0�d wAloaq. Appioab■y W O��qn Oorti:+aotan oeb popM hoorP�bn ot oompawnl M�«ponb�Y ol buq�q d�qpn�r • not tnps tl�+1pr»t. MoeNp tlwwn Y fa bt�ral aOPO� ot M�dvidud xaa tn�mbMt wW Ad0111aa1 bmpaary bac.�p b Yrv� Mably dwYq oondweibn Y 1M �� .»a�a. �aa�a,oi o«mon«►t aoa�.� a a�. ow�a .auca. r aw nepo�y a rn. a+�arw a..qn.�• ►a w�«d awano. M�Tek �^�q �w^i� �ti+o *�eaanw�bal lon�vo�a�bF� Ya +n iws PbN � 11 u t�, ass�D' vr�bS71�0 �► ond Nu•91 ' � i 80Q864 I Ii5 I ROOF TRUSS I 1 I 1 f 0.SUN LUMBER (ElJCOMM) ,jqgV '� P M Tniss 3.3T s Feb 14 1997 IAiTdc �. Inc. Tue Sep 22 14:06:31 1998 Pas � I ` i �-t-70-� E Stt-tt � tt-tt-t �a.�2 16bS � 2�-b0 � 26-6�d� I M10-6 5�11-11 '.L11-9 0�9�8 S11S Stt-71 h102 I 4X� = i 4x4 = 3 4 � 1 6.�,2 • 3x4 : 3x4 : i 2 5 R � � � i ( aI � � Ia ( � � �o s s � s 5� = 4 �i 3x4 = 3x8 = ac4 II �� _ i 3x4 = I Sc''C //G�/ �` � / ' , s»-» � ».»a �-b�2 �e.as + za�a-o ' s»-» s��.s as-e s»-a s�a» � Plate Olfsets (X1�: (7:0-0-0.0.1.SJ, (4:0-2-4.0•1.12J. (6:0-0-1,0•15) � LOADING (psf) SPACING 2-0-0 CSI DEFI M) �) Uddl PLATES GRIP � TCU. 4U.0 Plates Ir�ccease 1.15 TC 0.81 VeR(LL) 0.13 9/8 999 M20(20ga) 197/190 TCOL 7A Lumber Inaease 1.15 BC 0.66 VeR(TL) 0.18 8/1 999 BCIL 0.0 Rep Stress lnCr YES WB 0.86 Flaz(Ty 0.07 6 Na �. 10.0 r+0i18 �i94 MB1 LHg1h / LL detl a 360 Wd�fr ��1Cj LUMBER BRACWG TOP C�iORD 2 X 4 SPF No.? TOP CFIORD Sheathad a 2�4-13 on oenter ptu6n �. BOT C�iORD 2 X 4 SPF No.2 BOT CfiORO Rigtd cein9 �N aPP�4 ar 10-00-00 on Cer�tet braciny. Exeept: WEBS 2 X 3 SPF Shd 9-10.'6-3-0,1-11:6+3-0,10-11:63-0. OTHERS -^ 2 X 4 SPF Std • WEDGE Ldt: 2 X 4, Right: 2 X 4 j REACTIONS pDrJSae) 1=1556K35-8, 6=1556ID-5-8 Max Hoa '1=185(bad case 3) Max Upfdt 1�107(bad case 4�, 6=-107(bad case 4) FORCES TOP t�IORD 1-2=-2117, 2-3�1485, 3-4;1328, 4-5�-1485, 5�-2117 BOT CHORD 6-7=1836, 7-8=1836. 8-�1328, 9-10=1836, '10-11=1836,1-11=1836 WEBS 2-1'I=117, 2-9r-581, 3-9=348, 49�0, 4Sa348, 5-8=581, 5-7=117 NOTES �) 7Tds Uuss has bem desipned tot the we�d loa� ger�ated by 90.0 m.p.h. winds at 15.0 ket abae gramd kvN. uskiD 7.0 p.s.t �op � chord dead bad and 10.0 p.s.f boUom ehord dad bad,100.0 mdes from huRicane ocear�4ne. on a category I endosed building, d dimensions 54.0 by 35.0 w�h e�ostse C(ASCE 7•83� Lumbet lnerease = 1.33. PWte In�ease = 7.33. 8oth end verticals are � exposed. ' 2) Provitle ade9uate drainage to prerent water pond'mg. � 3) This tnas has been designed for a 10.0 p.s.f. bottom otwrd Gve bad nor�oncurreM withh any oUrer 6ve bads per Tabk No. 16-8. ! ��-�• I nereoy cert�ty �nat :ht5 ptaD, SpOG• � 4) This trvss has Deen designed with ANSUTPI 1•1995 erileria ticatian or report was prepdrCa Dy ' IOAD GASE(3) Standard - R1C Ot un�8: 1ny dirEtt Suf�lviSl0f1 ana :na� 1 a:n d�1y R�g :ste�ed �ro- ; tes:�on=t �o6::uwr ��r.�or tne taws ot � the S:ate ot Minna:cu. i . 4 � A� I SEP 24 8 , pATE `Md.t63s9 i " A�� - q�*tfY �+� pa�sc.,s m�a Rsm rrarsa ox �s � xavax� a� saro�ea u�. � DKqn vo�0 br w oMy w�h IArt�k oonn�dan. ThY d�ypn Y bo»d aMY � D��Ns �Aewn. ond Y tet on �NIOvd bWOM�p eampon�nt to E� � lruloNd onQ lood�d vMboy. Apploably W d�dOn OotomM�s on0 WcPM MootP�� of eon►poe»nt k t«ponb�ly ol buldYq dalpnK • nof twK d�slpn�. koc�'W tlawn k fa lot«d wppo�t of YWtvldual w�b nNmb�n onN. Add�b�al t�mporay broeinp b tru� �tab�ly dudnp ooed� Y tfw �.�oomd.�r a n,..ac�«. �wnai p«n+on.M aoa�o a a+. ow�ar an,aw. r w�. a�oMe�h, a m. ewarw a«q�«. Fa o«+Ma wiaonc. ��.� �°°^.� p�,�*�,� ��.� �� ,� � � � � �.�, MiTek• ; r -� ._ . . � ...J . � ,.-.... �r- � � , � H6 I ROOF 7RUSS I 1 � 1 I OS�W LUMBER (ENCOMM) ,{q9� 6008G4 � ,' P& M Tniss 3.3T s Feb 141997 MTek 4Wustrus, Inc. Tue Sep 2214:06:37 1898 Pa� ' �.t.tp.a } �11.11 � att-s f t�-612 � t9-63 F 24b0 I 26_6-a ' I � 1.t0-6 41t-11 1-11•9 13d 411-9 411-11 1-10-! i ! �GL� l� '� � f ��rY�� , i �t C . ' �s - �a � `� S i �� / � � i � ��t �Cn 6.00 12 / L ! 1x4 � 1x �C C� ?'C T� 7�'� � 2 s Gt �C� �r �,�,t . o � N �16+ r�.t' . � ' 1� - � � - , �8 � g I �_ 3xa= �a� �_ �s = I � � - S�e �� / � , ; ¢,,.� ,,.s.,z z..e.o � s„a �s�e atw Plate Ortsets (X,l�. (1:OA-0.0-15j. [4:0-2-4,0•1-12J, (6:0-0-1,0-1-5) LOADING (ps� SPACING 2-0-0 CSI DEFL (mJ (bcj VdeQ PLATES GRlP TCLL 40.0 Plates Increase 1.15 TC 0.71 VeR{LLj 0.37 9B 783 M20(20ga) 797t190 TCOL. 7A Lumber Inerease 1.15 8C 0.80 VeR(TL.) 0.53 7/b 549 BCLL 0.0 Rep Stress Incr YES 1N8 0.35 Florz(R) 0.06 6 Na BCOL 10.0 Code UBG94 M� Length / LL defl = 360 Wei9ht 81 (�s) LUMBER BRACING TOP C�tORD 2 X 4 SPF No.2 TOP CFiOFtD � or 2�-'13 an terdet puNn spadr�. BOT CFIORO 2 X 4 SPF 1650F 1.5E BO'T Ca-IOfiD Rigid x�ing dueeUy appied, or 10-00-00 on oeMar bracing. E�ocept: ( YVEBS 2 X 3 SPF Shid 67:63-0,1�8. . OTHERS -- 2X 4 SPF Std WEDGE LeR: 2 X 4, RigM: 2 X 4 � REACTIONS (Ibsls¢e) 1=7556AS-B, 6=1556A-5-8 i Maz Fb2 7=-159(bad Case 2) � Max UpCtlt 1=-107(bad ease 4j, 6�107(load ease 4j I FORCES • � TOP G-IORD 1-2=2092, 2-�1699, 3-4�1519, 45=1699, 5-6=209T ' � 80T Ct10R0 6-7s1802, 7-8- 8-9=1519,1-9=1802 WEBS 2-9=323. 3�9=300. 49=0, 47=300, S-T=-323 � NOTES ! 1) This truss has been destgned for Ihe w�d loads ger►aaQed by 90.0 mp.h w�s st 15.0 feet abwe grax►d ierel �9 7.0 p.s.t top � choro desd bad and 10.0 p.sf boKom ctard dead bad, 100.0 rt�Bes irom fKrticane oxarYne, on a category t e�sed bu�d'mg, d � dirtKr�sions 54.0 by 36.0 wdh t�¢�osure C(ASCE 7-93j. Lumber Inaease = 1.33, Plate kiaesss = 1.33. Both end vMicals are , � exposed. : 2) ProNde adequate drainage to prcrent water ponding. i 3) This trt�ss Itas been designed tor a �0.0 p.s.t bottom chord d�e load noneonwrtent vMth any othet iMe bads pet Tabk h1o.16-B, � UBG9a. I nere0 ce. �. . 4) This Uuss nas been oesignea w;u, nNSVrP� 1 crit«ia. (' ��Y O � �'Y (hat m�s �W�, �. � aDC!i was prOpdrOa pr ! LOAD CASE(S) StanOard • � Of U.:dCi li}Y Q� �U��iS10f1 and fR3! 1 a:r: C;�,'}� Pa�i.~trgJ P�o- fFSS�o�i Erg:neyr ;,r;�r ••;_ ;aws ol , � Ihe S:ate ot M;anasota. , , . � I � T r'Hc ' .. aCIER ! C_@jfD � A 1QQR N0.,�1f+.�8� � Q„w.sretrara - v�,�y as,ta. �.�s�..: e,�a te�sa raiss ar r�s ax� xsvrrese a�s aar�oues vae. ��• D�sqn wtd br u» a�y �Nn MR�t oonn�elon. TAY d�+qn k baid wiM � D�N�a �how6 onQ Y ta m MdMaual bulano oomDa»M b W � IndoMd antl bod�tl vMlou�� Appkob�tY a d��pn P�� aW pePK InoaDaabn of oomPOeMnt ! i�ePorrb�Y «buldri0 dNlOn�r • not f�w� d.�qnN, kadnp Mwwn Y �a b1«d arpa� a rwNiO�a� rr�b m�mWn u+N• Aaaana f.mp«ary bioeY+o b krw �tab�r CuA+o ooefan�e�ar► Y tn. nspoe�y a n+..wc�«. �aeewnar v«man.m eroano a m. oww� �n,au. r a» r..portr�illy a u+. aAd�w w�qn.r• ►« wn«a aaaw i�4atlr+0 fabAo�bn. 4uo�Y oonMaL tlaopt. d�Iwry, �actbn ond Woo1n0. oonw� oti-M Oua/y �ladad. D=MN NoekW sp�efooMa� and MqAI M iTek ��q ��r+0 t�oanm�ndallon ara�ebM fiom Tnat PiaN Mtu 6�.7 D'Onotb DAw. Mod W b1710. 80U8¢4 � H7 I ROOF TRUSS (1 I 1 I OSI.(N lUMBER (ENCOMM) J495' '. • P 8 M Tniss 3.3T s FeD 14 1997 MTdt IndusUies, I�c. Tue Sep 22 14:06.42 1998 Page -1-10-6 311•11 �.11-1 12-t-0 16b12 20-b5 24-b-0 2668 7-768 btt-tt 3.t1-9 44-12 4-412 311-9 btt•11 3� �_ �� - � � � c l'1 � / S `rLlr�', . A �, �/ 4x4 = 3x4 = 4z — ?C► q ��' f � �� 3 4 5 ��"� 1 6.00�i2 �'� ��j . SPC c� rt 1x4: 4: �Z� �� 6� 2 6 • � � � ��n+ c hc r�{ Q � 1 oI — — � �� 9 b 5 � _ 3x4 = 3xE 5 � — . 8= i , ��G l�f�/� � i � i R1 td ib&t2 24�8-0 ! �-»a a9-e �-»-� j Plate ORsets (X,1�: (1:0-0-0 �:o-o-�,a�-sJ � LOADING (ps� SPACING 2-0-0 C51 DEF1 (m) (loc) Vddl PLATES GRIP i TCLL 40.0 Plates Inerease 1.15 7C 0.54 Vert(LL) 0.28 1019 999 MZO(20ga) 197H90 ; TCOL 7A lumber Irxxease 1.15 BC 0.84 Vext(Tl) 0.40 1pf9 719 � e�x� o.o � scre� i�r �s we o.3s rbrz�n� o.o� � rv, � BCOL 10.0 Code UBC-94 Min Length / Ll defl = 360 WdgM: 81 (�s) j IUMBER BRACING � TOP CHORO 2 X 4 SPF No.2 TOP CFIORD Shea7�ed or 2-11-9 on eaKer puM spadng. � BOT CI-IORD 2 X 4 SPF No.2 BOT CfIOFtD Ripid ceIIing directty app6ed. or 8�:6•3-0. 7-8:63-0,1-10:6.1-0. 9-10:6�3-0 WEBS 2 X 3 SPF Stud on eenter braeing, OTHERS __ 2 X 4 SPF Std . WEDGE LeR: 2 X 4, Right 2 X 4 � RFACTIONS (Ibslsize) 1=155610-5-8, 7=1556/05�8 � Max Horz 1=-134(bad case 2) Max UpIiR 1=107(bad case 4). 7=�07(bad case 4j I FORCES TOP CFIORO 1-2=-2159, 2-3=�894, 3-4=-'1693, 4�-1693, 5-6=1894, 6-7=-2159 ( BOTCFIORD 7�=1839, &�1901, 9-10=1901, l-1Oj1839 WEBS 2•10=-168, 3-10F451, 41�-291, 48a-291, 5-8=451, B-8;168 NOTES � 1) This truss has been designed tor Mc wind bads pa�aarted by 90.0 rnph winds at 15.0 teet aDae Oround kvN. usinD T.0 p.s.i top ehord Oead bad arxJ 10.0 p.st bottom etwrd dead Ioad,100.0 mdes from h�xricane oceanGne, on s cate9oiy I endosed buUdinp, c/ tlimens�ons 54.0 by 36.0 with ex�ws�e C(ASCE 7�3} Lw�ber Irkreace = 1.33, Piate inaease = 1.33. 8oth end v�e�tieais sre e�osed_ . 2] Prande adequate tl2inage to pnerent wate� pondirg. . i 3) B� has been d�signed tor a �0.0 p.s.L boCOm ehord Gre load norwronaxre�t with arry other ive bads per Tabie No. 16-8. 1 �C�eQy COr11:y Ih2I !AIS a�3n. SpOCt. fICd110� Of t@p;,n Kd5 )�Li.2fa0 py ; 4) Tfus lruss has been designed with AN51/TPI 1-1995 aiteria. mt or u�dcr my � 9f8�'t gtJ�el�gip� • and tAa! 1 aT. OU!p P.1�r�r� :?�. LOAD CASE(5) Sianda�d i - ' fess�crwc EnQ�n.es ur:::ar 1t�a �--►,a ot tA9 S:atE Ot Mtr.�1[SG!3. � . ST • � W. CAQL�R ' �rt�� cc� k��r� -- Aw�rm+►o - vsr{ y s.,a� po:aa»ae* a,�a �sao �sa axrs�sa�m lrrvaRSa sms aar+aRa nea. • o.s�+ w�a ar u.. only rren 1�.t oa►n�elon. mr aaipn It baMa oMi won po�amN.a l+ow�, ana Y tor m raMaua� a,1dNO eomca»nt a e. r�.+a.e a+a ao�.d wntoar wpp�ablNy a w+o� v�•� ana waa« Maaporol�on a oaupa►«,t r�potiay At bwdrw �qn« . no� aw C�slpn�t. irodnq ttawn k ta laf�ral MipPOd ol M�dNc��ol wb m�mb�a oNY• AdAbnut Mmpotory boelnp b Mrua MaOiY c1um0 oondn►qbn k 1M �.�o�rerr a m. •aob�. �aae� v� boera a a» ow�a atiaw. r u,. a�o«rery o� n» a,�ano d.+w�«. ►a wr»�a oua«�o. �.o«ota annoor�. a�w�ry oo�aa a«oo•, ati.n •�•aan a+d aoa+o. oornua ost�et cud�y aanaaa. osw4 woor+o:woneonon, ana xn.o� M�iTek ��+o *ao�w a,e.roe�..eamma►aa+wec�w aan rwr v�aa rwwi.. aea �•ono.a o�.. tiaaron. w�s�»o. ; J?b � � Tnas Tnns Type pty p►y � 800864 J1 ROOF TRUSS 4 1 OSIIN LUMBER (ENCOMM) J495 • � P S M Truss 3.3T s Feb 14 1997 MiTdc Industnea, Ine, Tue Sep 2214:06:45 1998 Pae I � .1.102 � t-t415 1-t7-� • �_�o-e �-�a�s oas i i ! � s.o1 12 I . � � � � . � ; � . ^ 10 i o � � i i , 1 3 , 3x4 = / � � �r � s� �f'�'s�i t � A ' ,.,a,s ,.t�-� t � ' �-�a,s o.as Plate Otfsecs (xl�• [140.0,o-2-0J � IOAOiNG (pst) SPAGING 2-0-0 CSI DEFL (in) (loc) Udetl PlATES GRIP � TCIL 40.0 Plates Increase 1.15 TC 0.07 VeK(LLj 0.00 1r3 999 M20(20gaj 187N90 ; TC�L 7.0 Lumber Iru�ease 1.15 BC 0.03 VeR(R) 0.00 1r3 999 I 8CLL 0.0 Rep Svess Inct YES WB 0.00 Ha2(TL) -0.00 2 Na � BCOI 10.0 Code UBG94 (MaUDQ Min Length / LL ddl a 380 WeiBht 7(bs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHOR� Shealhed ar B-0-0 an eerdar Pw�n sPse�. 80T CHOR� 2 X 4 SPF No.2 80T C:liORD Ri�id ednp �nedly sppied, or 10-00�00 on antC brac4�y. 07HERS 2 X 4 SPF S!d WEDGE __ LeR: 2 X 4 " , REACTIONS (IbslSize) 1=269/OS-8, 3=1610-1-H, 2=76/0-1-8 � Mex F�wZ 1=-88(bad Cese 5) � Max llpl�t 1=-32lload ease 3). 2=-39(load case 3) , 1�c ven �=2s9tbad case 1). �33(load �se �. r-7s(baa ease 1) I FORCES TOPGiORD 1•2=-46 80T (�RD 13=0 � � NOTES I 1 j Thic ttuss has Deen dieCloed fot txibalaneed IoaQrg �oru abotR j0int 2 2) Tt�is tnus has bed+ desiflrxd for fhe wind bads Qcxrated by 90.0 �np.h wkids st 15.0 teet above ground kYd, wirg 7.0 p.s.L top ehad dead load and 10.0 p.s.t bdtom ehad dea � bad.100.0 tnies 6om Aurrieane oceantine. on a cateyay 1 endosad bt�rg, d dunet�siotu 54.0 by 96.0 w�h oq�osure C(ASCE 7�3). L�mbar k�assse i 1.39. Plste tr�aease = I 1.33. Both end vertieals ate exposed. . 3) This tness has been desi�ned tor a 10.0 p.s.f. bottom chord fne lond norxoncwrent wi� arry ather ive bads per Tabk No. 16-8. UBG94. i 4) This truss hes Deer► desiptxd witA /1NSViPI 1-1895 Ctitufa. i �oac cns�s� swndard 1 nereDy cenily Inat tms plan, spw• ; fital�on or raxn w,s prepyre0 py , • me or unGer mr airca suac!rision ' ao� tr,at i an: nu!y �:;ir.e:ed Pro- 1ess�;,:w� tn�:� •-c� u��r tno laws W , � Stase t�' ar, ,s„a. i r� � � S . k . 6lER . OnTE �NO. tE3;S � `— �„�......�....r..1 AW�►o- 4�iAr �•�a�ra�r.�. a,�a� xatss oxrs�sa+� RavsRSS sms e� ase. ' • D�dpn va�d Io� u» oNy wM MR�t oonn�eton. iht d�iqn � bo»d oNY �POn Paon►M�u �AOwR and Y fa an Y�d�Adud Cu�dYq QomPon��t b b� tistasW ond bo0�d wAbaty. Apptoot�ly W tl�rpn Paam�MU anC popN YaaPpabn W oompaNef Y�ponD�fy W W/dMq dti10n« • �ot fnw� WdOn«. Moei�p Narn k 1ot bl�td wPf� W MdNdHal wb nwmb«s oeM Add�bnat Nmpaory b�aeMq to hw� �taD�ly tluAfp oonftn�lfon Y N» �tipombify ol 1M N�dot. AC�Id�al p�mon�nt boCMq of IM ow�a1 Mnrdtu� � IIN atpoerL�y of IM bu��0 �• �{N�Md a16pe�ev �.o«etio +aenoa�o�,. aw�rr oonna aaoos. a.ti.n «.aa� «a a«�,o. oom� oa� e�r aa+ee�a. o:wo iwotio w.eee�noti aa xs�r� M iTek ��0 ��Y � M�afnO �on�mM�daflon ava�obN fiom T�e PbN YWRut�. w c•a+orw aM.. �aro�, v�n s�n o. � 800864 i J1A I ROOF TRUSS I 4 I 1 I OSUN �UMBER (ENCOMM) ,}q,95; • ; P& M Truss 3.3T s Feb 741997 MTdt I�ustnes, Ine. Tue Sep 22 14:06:48 1989 Page � � -�-�aa �-»-s s�a+s �.�o-a �.»-t �-�att � 6.00 12 3 � � r- ( � N p i � ' � � . . o . � 1 4 / � / � 3x4= ><< 'C�n�"i � i i � � �.».� 310.IS i �-»� � � P�ce o�ets �x,r�: [t:ao-o.az-0I ' LOADING (pst) SPACIN6 2-0-0 CSI DEFL (n) (bc) Yd�l PLATES GRIP I TCLI 40.0 Plates Inercase 1.15 TC 0.56 Vert(lly 0.00 1/4 999 M20(20ga) 197H90 rco� �.o ��r i�r� �.1s ec o.os vert�n.� o.00 ��a ssa � BCLL 0.0 Rep SVess Inct YES WB 0.00 Horz(TL) -0.00 3 n!a HCDL 10.0 Code U8C-94 (Matrb� Min Lergth / LL ddl = 360 Weight 9(Ibs) LUMBER � BRAqNO TOP C�IORO 2 X 4 SPF No.2 TOP diOitD Shasthcd ot 6-0-0 on � pudm speeing. BOT CFIORO 2 X 4 SPF No.2 BOT CFIORD itigid cearg dvecty appied, ot 10-00�00 on � btacing. OTHERS 2 X 4 SPF SlQ WEDGE _ CeR: 2 X 4 - i REACTIONS (B�s/siz!) 1=413f0•5$. �12510-1$. 4=16A-1$ Max Ho2 1=123(bad ca� 3) Maz UpGlt 1 a-49(load ease 3). 3=-72(bad c�se 3) Mmt Vat 1=413(bad Case 1), 3=170(bad case 5). 4=33(bad case 7) � FORCES TOP CMORD 1-2�74, 2-3a66 BOT CfiORO 1-4s0 ` i � NOTES �� ,, Thre Wtt has Oeat, �M tot u�alat� loadvg �t�dot� abotR j�M 3. - _. _ � 2) This truss hss bem designed fa th� wind loads pexrarted by 90.0 mp.h MAnds at 15A feet abae yrand le�el, usir� 7.0 p.s.t top ehord d� bad and 10.0 p.a.f battom ehord deac , roae. � oo.o m� uom n�� o�r,e, on a�eeory i a,ao�d e�a�,g. ot a� s4.o ey ss.o �r► o�e c�nsce �.e;+�. ��.,�er W,a�se =�.ss. �eee �� _ � 1.33. Both end vetti�als are e�osed. � - I 3) This truss has been tlesigned for a 9 0.0 p.st bottom ehord ive bad nonoonc�d�t wBh arry othe� fNS bads per Tabk No.16-B. IIBC.84. .. .. � 4) This truss 1ms beer► desi9ned wAh ANSI/iP11-1995 cri�eria. ! • � LOAD CASE(Sj Starxkrd I nere�y certdy tnat �ms p�n ipld• • ficatan or repoA was prepasea D�r ' • me or under mg dirHCt fupervisiai � . ' aoa tn�t I ar:i duty Registored Ro- fess.an�� [r�,�aeer undor tne l�ws ot ihc Sta�e or I�inr,esxa. � � � �� U�i � 5 �� 17� OATE N0. 163�9 • -��_» - '_' OW�a • vRtN a..t�►� ans �eo rrmss oxaa�s �� sIDa �arcrts oo�s. • o«bn vaa a� u.. a,y wNn Ma.t oa+n.aon. tnr d.ron r ba.d onir upon paam.ws ++owa o�a r �a an rwtiava� cu�a+o wmpa+«d �o w tiaaw one wod.o vwaoa�. �voroowh� a wq+ aawm.a« w+d wov« rb«v�► a oompon.ns r u.o«+err w a,�ara weq�« -� w» d�• Moelrp �NOVre k fot i�aal wppoA ot YWNkJual wb m�mWtt oNy. Aeldlad MmPaaY b�xln0 b�wn �ob�Y dWnO oonMnwlbn k IM �.eaon�r a a,..ue�a. ndarana p«man.M aoano ot a» ovaa aawyw r tn. a�petie�y a tn. e�+�rw d.fq�«. ►« v«�«a vuaono. �.odar+o aeeoo�aa auorr oom�a aaoo.. a�wn..�aon a�a aoano. eawur oa-n o�aer aanaaa� oswv weno sv�ona� ane ea-v� M iTek Ne�+o �rw ��r+o e.eo��.neonon ovaaew *om nuu aoa r�arw. aa o•aara aiw. �oarati vn a�no. 600864 � JS i ROOF TRUSS I 4 � � � OSLIN LUMBER (ENCOMM) ,je�95; _ . ; P& M Truss 3.3T s Feb 141997 M7dc Industnes, Inc. Tue Sep 22 14:06:52 1998 Page . i ; .a�o.e a�au s»a �.�aa �•�a�s aas I � .�./ i 6.01 12 �' � cC � � � � � i O �,;, 10 i i j. � 3 � 3x4 = ! • S« St��, q � , , . ' / A ,� � t-1415 Sti-� Fr— I ` 1.1415 44S : �ace oRse�s �c.�: �� :o-o-o,o-s-o� LOADING (psn SPACING 2-0-0 CSI DEFL (m) (bej Yddl PLATES GRtP , TCLL 40 0 Plates Inwease 1.15 TC 0.07 Vert(LL) 0.09 1fd 792 M20(ZOga) 197l190 i TCpL 7.0 Lumber lncrease 1.15 BC 0.36 Vert(R) 0.12 1/3 556 i Bq.L 0.0 RCp SVess U1cf YES WB 0.00 Hd2(TL) -0.00 2 tYa BCDL. 10.0 Code UBG84 (Matr� M� Length / LL dM = 360 WeigM:11 (�s) LUMBER BRAqNO TOP CHORD 2 X 4 SPF No.2 T� piORO Sheathed or 8-0-0 on omter ptrt6n sp�ny. eor c�oao z x a s� No.2 eor cHOao a�d c� a�cny s�ea, «� oaaoo on ce�cer �a�. OTIiERS 2 X 4 SPF Std WEOGE -- LsR: 2 X 4 . ; REACTIONS (Ibs/s¢ej 1=309/0-5-8.3=56/0-1-8.2=76A-1-B j Max Hort 1=-88(bad qse 5) Max UpiiR 1=.116(bad qse 3). 3=-67(bad case Z). 2=•39(bad case 3j t Maz Vert 1=309poad ease 1). 3=113(bad ease 7). 2=76(load ease 1) I FORCES TOP CHORD 1 •2=-46 BOT CHORD 1-3� I• NOTES 1) lttis truss has been eheCked � txibnlanad loadmg co�ior�s about jant 2 2) This tniss has been designed far the wind bnds penerated by 90.0 mp.R v�ir�ds at 15.0 teet sbwe pramd IevN. usug 7.0 p.aL top chord d�d bad and 10.0 p.s.t bottom ehor�d d�d i bad.100.0 rtules from hurticane aceanGne, on e category 1 er�loaed bupdmg, d�irnensions 54.0 by 36.0 with a�we C(ASCE 7�3� Ltmiber Inaease = 1.33. Plak Inuease = 1.33. Both end verdcals are e�OSed. ; 3) This truss has been designed for a 10.0 p.s.t bottom chord Gvs bad nonconeurroM wnA ary otF�a 6ve bads pa Tabk No. 16-8. UBG94. j 4) This truss has Deen desiyned with ANSI/TP11-1995 ct�eria. I ' LOAD CASE(S) Siandatd � �ere5y ceRify tnat t!+�s D�an Sp9C�- i fitation or re;ort was prepareC Dy � me or under my tl�reci c�;;�ry;sq� ; • and IPat 1 am tluiY k-°��:�e•ea ?r�• tesswna� Er.g�n�e; u-,�.zr_;nc :as�s ot tAe Stala oi Mt�nnc�ta. � , � i y � STEPHEN W. CA8 R ; . oATeSEP 2 4 �9�� ,eao� pwARllmrc - v.e�f� a�+yR pa�a..:ts,�. o,ia Rarw r►a�ss ax rIDS Al� RavaRas ame aarotes Il�. •� • Oe+qe v� br u» oNy wRh Mrt�t oone�,MOn. 1AY d��10�+ k��d a+ry upa► Paae�fea darn. anC k lor an YW�AOual bu1dY+0 �P��t b b� YuloMd ond IooWd wAbo/y. APD�Y a� Dd��p � p� InomPOw�bn Ot oanpoMnf Y �«D�Y a bukAnO e�qnM • not kua aKqn�r. Moelnp Marn 1� 1p blNd w�wA W tfdNfdual wb n�mb�te oNV• ACd�btal NmPaoeY b�odn0 to Yrv� �1ab�lY eluAnO oondnafbn k IM ��tDOetDiY of MM �Nela. Add�bHal pMmonN►1 boCM�O o( 11N ovNOt shVd� Y 1M �Mpowbty of tM buldln0 dWD�M. fa O�naol puldone� �wpa+o a�noo�an. wo�r o«+aa aaow dNwry. �r�clbn a+d WoctiO. oorru� O�T-M ouo�y llandard. Oft��O Moe1n0 ip�e�epon, and MIt�01 M iTek No�0Y�0 kWolMp and Noelnp l� oa�m�n0allon avabDM kom Tnw� PIaN YrtM�.BlS D'Onotb dM. �AOdroR YVI81T0. .�r� 1�� I � russ i ype �Y r'iY 3r�86d '.�A � ROOF TRUSS I 4 � 1 I OSUN LUMBER (ENCOMM) J49573 , � g M Tnns 3.3T s Feb 741997 MTek IndusU�es, Inc 7ue Sep 2214:06:55 1998 Pzge i -�-�aa F a.�au � s»-� � �-�ae s�a�s z�as s.o� � 2 .� � � N oI I� � . 0 1 3 � 3x4 = , 7 �� 7t��aYj � ' �+a�s s�i-� s.�a�a s-as P�ate �►secs iX�: [�:o-0-0.0-2-01 LOADING {ps� SPACtNG 4A-0 C5f DEfI (in) (be) UdM PIATES GRlP Ta� 40.0 Ptates Ineresse 1.15 TC 0.35 Vert(LL) 0.09 1� 792 M20(20ga) '197/190 T�, 7.0 Lumber Increau 1.15 BC 0.36 Vert(11) 0.12 1/3 556 ; gC�,�, Q.0 Rep SVess Irxx YES VYB 0.00 Haz(TL) -0.00 2 nfa ' g�, 10.0 Code UBG94 (MatrbQ Min LufgU� / LL ddl = 380 WeigM: 13 (Ibs) ; LUM�ER BRACING � TOP ��D 2 X 4 SPF No.2 TOP CHORQ SAeathad or 6-0-0 on ceMer Pur6n spacinp. i gpT � 2 X 4 SPF No.2 BOT CFiORO Ripid ee�ny �r sppGed, ot 10�00�00 on oent�r brodr►y. i pT}{�'�S 2 X 4 SPF Std , , yyEp�E -•• LeR: 2 X 4 REpQTIONS (Iba/size) 1=403/0-5-8. 3=S6A•1-8, 2=170N-1-8 Max hb2 1=124(load ease 3) Mez Up47t 1=-9(load Case 3). 2=-72(load Case 3) Max VeR 1=403(bad case 1). 3=113(bad case �. 2=170(bad case 1) ' FORGBs � TOP GN�RD 1-2s-89 ' BOT CsH�� 1-3=0 - , NOTAS : t) TMf tn�ss hss been d�edced tor ur�atar�ed toadu�g �r�or� about jaM 2. 2) �g tniss has Oeen tlesigned for the wind bads generoted by 90.0 m.p.h wir� st 15A teet above ground levd. �ing 7.0 p.s.L top chord dead load and 10.0 p.s.t bottan chord dead � ��, 100 0 rrules from humeane ocean6ne. on a eategory 1 er�ciosed building. ��meruio� 54.0 by 36.0 with exposure C(ASCE 7-93). lwriber Iruxease = 1.33. Plate Incxease = 1.39. Both end vettieals are exposed• 3) ThiQ truss has been designed tor a 10.0 p.s.f. bottom chord 6ve bad taneonc�urent wAh arry otha ive Ioads per Tabk No. 16-B. UBG94. a� rn�s cr� n� � d��ed �u, rwsvrai �•�sss «aN,a. �ppQ CASE(5) Standa►d 1 nere�y certiry ttsat tn�s ptan, speu• licatian or repon was prepareC py - me or unaer my tlirect :upervision and tRat 1 asn outy Re�isiered Pro- tessanal f:►gir,esr ur.der the laws ot the Si3�E Ot Llint185oi�. � STcPHEh W. CABIER � OATE NQ. 163� _. .... ..r.�r+�....w�w1 Q�v.�rnna - v.r{JY dea1� pars�nses►: a,+a Rarw rrorss ox r� �surv navaRSS ama sa�oRS vae. �� p�q � va�tl for uK a�N w� b61�k oonnsdas TAY dsMpn Y baMd onN upa� P�msNa fAown. and Y ta m tWAA0uolDukArq eomP��t b b� � 1rMOMd ond bodW vNlbaly. App�ab�ly W dN P�n ond Wop� YaaDwotbn W eanporwnt M tNpot�W1Y bf bt�dlq WpO�+« - �ol kua G«q�IN. broetq �hown Y lor btMd a+PP� W YbNldud wW aMmb�n eMY• 1►ddtbnd NmD«dY b�aeY�O b taua ttaDly duw+p oa�dweMOn Y IM �HD�fWY of IM �Nelot. AdWflor�al O�tmanMN boclrq ol fM owp� MruGfW Y 0» �Mpo�N�y Of fM bu101n0 d�r�r. ior p�twrd pu10o►�c� ,pa�r+o +�om�on, waRr oonao� a«oo•, ati.n. «.aia► ana aoa�+o. oauw oa�u oua�y �anaaa. os�-a taoNO sweNeoeoti ona Kn•v� M iTek �IO�dM�O �M7 a+C teeoY�O l�earnnwdaflon ovo�oW� hom Trea P1oN Muu1�. 80S O'Onotb dlw. �AOdYOn. YVI53719. ; J40 � Truu Truu Type p�y p�y -, i 800864 J59 ROOFTRUSS 16 1 OSUN LUMBER (ENCOMM) ,�qg� � � P 8 M Tniss 3.3T s Feb 141997 MTdc Irbustnes. Inc. Tue Sep 22 14:06:58 7998 Pa�. � � -�-�� sti-t ,� � t-toa Stt-a I I 2 ' 6.00 12 I I ° ri � M . f � i , 1 3 , . 3x4 = S � C �� s„� � � s�� ( �a�e onsecs pC�: t�:oa-0.o-2-01 IOADlNG (pst) SPAC{NG 2-0�0 CS1 DEFL pr►) (bc) Yd�l PLATES GRIP � TCLI 40 0 Plates Increase 1.15 TC 0.85 Vert(U.) 0.09 1/3 792 M20(20ga) 197/190 � TCDt, 7A Lumber Increase 1.15 8C 0.36 Yert(R) 0.12 t!3 556 BCLL 0.0 Rep Stress Ma YES WB 0.00 Ho¢(TL) -0.00 2 Na BCOL '10.0 Code UBG94 (Matr� Mh Length / LL de0 = 360 WeipF�t 15 (�s) LUMBER gRqqNp TOP CHORD 2 X 4 SPF No.2 TOP CMORD Sheathed or 6-0-0 on oenter purfs� �. � BOT CHORD 2 X 4 SPF No.2 BOT C�iORD Rgid oeirg duecty app�ed. or 10-00-00 on center Orociny. OTHERS 2 X 4 SPF Std WEDGE -- lM: 2 X 4 ' REAC710NS �ej 1=498A-5-B, 3=5fi10-1-8, 2=265I0-1�8 Max Fbc[ 1=�63(bad ease 3) M�c UpNR 1='25(bed tase 3). 2=•107(bed Wse 3) Max Vert 1=498(bad case 1� 3=113(load eaae 7). 2=265(bad case 1) FORCES TOP CFIORD '1-�132 BOTCMORD 1-3■0 NOTES � t j Ttus ttttss has bem ehedced for unbaFanced toadrg con�tfons abot� Joint 2 i 2) This truss has been desipned fot the wind bads pes�ated by 90.0 m.p.h winds at 15.0 feet aDwe grotmd leMel. usin9 7.0 p.sf. Lop chotd d�d load and 10.0 p.af bottom chord dea� i load. t 00.0 rn�s bom hurrieane oceardine. on a eatepory 1 encfcsed bu8d�g, ot d'irtwxrons 54.0 by 36.0 w�h exposue C(ASCE 7-93� Lurtibnr Ineaase = 1.33. P�te ir�cnease = � '1.33 8olh e�d verticals are e�osed. . 3) TA�s truss has been designed (or a 10.0 p.s.L bottom chord In�e bad mruonctirreM with any otl�er We bads per Table No. 16-8, UBG94. � 4) This truss has been des�gned vritA ANSVTPII•1995 Criteria. I ' IOAD CASE(S) Standard . 1 nereoy ce:tity tnat ttus ptan, spsa• � � risation or re�rt was RleWrea Dr me o� undtr my C':rect suatnns�on and t!� 1 am au:y Rr�u:cro� P►a• I iess�o�at Enp�aaer ur�ao� tr.;, �arrs ot � ' the State at Mtinnewta. i � �� '� .�� ' aaTE . B►Wwrumro - v.�th �+� r� o,�a x�eo xo�sa ox rais � aavsxas s�as asrotrs tass. ••�• O�sqn voW fot YM oNy rtA Mlf�k oonn�da�.1Nt d�fqn Y ba��C onN tpO� P��NHt �AOwH� and Y tot m t�dNlaual bu�dln0 �P�t b E� �� betoNO ond botl�0 vwfboy. Apptoab�ly ot d��ipn param�Na ond Wop�r YtioaPOw�bn W oomppfMf Y N�po�fM��yof bu�dYq d�tlpn« - Iat bua d�sqn�. MxhC Yaa� t ta i��d aqDat W Mxl�WUd w�D m�mbMS a+N. Addllbnd t�mpaaY b�x1n0 fo Yw� flab�y duhq ooeM�uelbn � 1M ��Y W 1M �Nelot. Addllbnd pumon�eN btxln0 W p» ovaa� fhuofur� r pr ptppeNb�y of IM bu��0 adOnH. fa O��d Wldano� ��W+O �ob�bolbn. 4��Y oonhot qao0�. W1wry. «�etbn and boeln0. t+aw� OtT�8/ OxaNyllandaW. D�{-M NoWfO � ond Nq�41 MiTek M°��0 Mfa�np and UoelnO R�oannNnddlon ovobbM b om 1►ua PbN YWRUN. bt� D'O�otb dM. t�AOdYOn. WI 63T 9. BC+0864 : M1 ; ROOF TRUSS � 2 i 1 � OSLIN LUMBER (ElVCOMM) �qg� _ P 8 M Truss 3.3T s Feb �4 �997 M�7ek Industnes, Inc. Tue Sep 22 14:Q7:01 1996 Pac I 310.8 S.9-0 � 3-10-8 1-1P8 i � 4x5 = I 2 , 6.00 12 � , � o � � , � N � : � i 4 ° . : 1 j 1x4 u ; 3 � 3x4 = i � I � ito . � 3�t0-8 a��e ortsec� ��r�: �s:o.o-�.o-z-o� LOADING (ps� SPACING 2-0-0 C51 pEFL (in) (bc) Vdell { PLATES GRIp � TCLI 4� 0 Plates Inorease 1.15 TC 0.30 VeR(lL) 0.01 113 999 � M20(20ga) �97H90 i TCO(. 7.0 LumSer Inerease 1.15 B� 0.17 Vert(R) 0.01 1/3 998 � BCII 0.0 Rep SVess Inct YES WB 0.00 Horz(TL) 0.00 3 Na I BCDI 10.0 Code UBG94 (Matrix) Min Length / LL tleH = 360 Weight:l5 (Ibs) � LUMBER BRACINt3 � TOP CHORD 2 X 4 SPF No.2 TOP d�IOf2D Sheathed or 6-0-0 on cerder puriin spacinp, � 80T CFiORD 2 X 4 SPF No.2 p�ept end veRicals, � WEBS 2 X 3 SPF Stud BOT CFIORO Rigid caling dreWy appied, or �-3;63-0 on eenter bradnp. OTHERS - 2 X 4 SPF Std •Exeept• - BL1 2 X 4 SPF No.2 , WEDGE RgM: 2 X 4 � ' • REACTIONS (Ibs/s¢e) 2=190/03-8, 3=367I0-5-8 Max Horz 2=406(load case 2) i Max Up6R 3=•129(load ease 2) i FORCES TOP CHORO 1•2=36. 2•3=-90 i BOT CHORp �3=5 - i NOTES ! 7) Thi.s truss has been designecf tor tAe wind bads gene2ted by 90.0 m.p.h winds at 15.0 feet abae yround kvel, �sing 7.0 p.s.L tap ehord deaC bad and t0 0 p.s.f b�itom eh�d dead tosd, 100.0 mites (rom hurticarse oeeardir�e, on a catepory 1 encbsed buitding, d i dimens�ons 54.0 by 36.0 wfth exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate I�aease = 1.33. Both end vertic� are _ exposed. ; 2) This tnrss has been designed for a 10.0 p.s.t. bottom chord ti�ne Mad rtancafcurreM with arry other iv�e bads per Tab4e No. 16-8. ..�� UBG94. • • • 3) Th�s cruss nas been des�gneo Mritn qntSViPi �-�995 cri►ena. I �ereDy ce:i+ty tha; IfliS ple�. SpOCi- hcation o: rep;,:t was a: t�a�o� pY ; �oAC cASE�s� sea�,aa�a me or unae� ny si:ec; s:�;.t:.:san . and iGat � am a��: Ff�JlL'i8t0A F :�• �°SS.�To"! ��:�:^g2: tY.�:: i�E6 18:.;, L�! tne S;a:e at �!:r.::eso:a ' �� G�rl. , OAT �� 2 4 19� .'4. 163d3 ..».........�..�...r Awnwvavo - vsruy a..tyr. pasa�,.�tsrs ana �o poraa wr rffis � xavaresa sma sa�oxa us� ••�• • Ossqn w�a tor vN ony wRh Mtlf�k oonnselaL tAM tl�dqn Y bo»G onN vpon P��t�A nown. ond Y ta on tidhAauat bu�+0 oomPOeNM to b� �� MstaNd ond bo0�d wrtlea�y. AppboWty ot d�On porom�Nn ontl poPM Y�oOtPOwtbn o1 oanDa�M►f Y ��tpo�rWly W buldn0 tl�IpMr • not bu�t a.sq�,«. koa�.nown r �« a�«a waoon a rwnneum w.e m«ne«. ony. �cawna amvacn aoarw to wun raaar a�+e�+o oona�uenon r m. ��soa++w�y a m..acr«. Ac�arana o«ma+.nf aaerw a m. ov«a .nuaw r m. n�onew�y or n,. bu�anp w.qn«. F« p«�«a quaanc. �wo�dr+o aenoona�. a�ony c«,ua aaoo.. wti.n. «.eta�+ «w aoar�o. oo�.�e cn�ee o„o�y �a,aora. oswo �►e�rw :v�+. o�a Mn•o� M iTek No�dm+0 tr and troeMq l�eommu�dd avotobM fiom trua Pql• YMRUt•. 8a7 0'Onoab wlw.l.lodYOn. W163�10. 900864 I T1 I ROOF TRUSS I 1 � 1 I OSLIN IUMBER (ENCOMM) J495' � P 8 M Truss 3.3T s Feb 14 1997 MTek Industries, Inc. Tue Sep 22 14:07:09 1998 Page . -t.t6-0 . t-�-1 8J-0 12-40 1N-0 24115 24-6-0 266-d t.t�! �-�-1 �-0-0 46-0 t-0.0 40.0 44-1 7-10-5 CAUCION: DO NOT ERECT TRUSS BAC�R'ARDS. 4x4 = 5 � 3x5 . 3x7 � � I 3x5. 4 6 3x5. � 6.00 12 3 7 cc � 3x5 : 3x5 : �� 2 8 � � . I oi � I� 7 16 15 14 13 12 11 10 4x8 - �� 4x5 = 6x8 = 4x8 = 10x10 = ac6 n � 0. . ' S�C �G�`Tc� � � � � s-41 1 b+o � t2-a-0 F t6-a0 1610-,�14 �yt5 2�9�2 21$0 ; s-4-1 4-d0 1-0-0 440 46u }S1 O�S-3 9-10�11 Plate Ortsets (X,�: �'I:0-0-0,0•3-GJ, (9:0-2-9,0•1-7J, [13:0-0-0,0-6-12j LOADING (psT SPACING 2-0-0 CSI DEFL (in) (loej Vdefl PLATES GR�P TCLL 40.0 Plaies Increase 1.'I S TC 0.70 VeR(LL) 0.18 '12l11 999 M20(20ga) 197/190 , TCOL 7.0 LumDer Increase 1.15 BC 0.50 Vert(R) 0.26 12/ii 999 � BCLL 0 0 Rep Stress Iner AIO WB 0.75 Horz(TL) 0.05 9 Na : BCDL 10 0 Code UBG9< (Matroc) Min Length / tL de11= 360 Weight: '146 (Ibs) � LUMBER BRACING ; TOP CHORO 2 X 4 SPF No.2 'Except• TOP CHOR� Sheathed a 2-1-1 on center purlin apadng. 7-9 2 X 4 SPF 1650F 1,5E BOT CHORD Rigid ce�ng directly appiied, or � 415:6-3-0, '13-14:&3-0,12•13:63-0, i BOT CHORD 2 X 6 SYP 2250F 1.9E 'Except• 10-11:6-3-0, '1-17:B-3-0, 16-17:63-0, 15-16:6-3-0, 9-10:6-3-0, 11-12:63-C t 15•9 2 X 8 OF 2250F 1.9E cerrier braang. '� ' � WEBS 2 X 4 SPF Std •Exrept• WEBS 1 Row at midpt 146 . 14•5 2 X 4 SPF No.2, 13-6 2 X 4 SPF No.2 � OTHERS 2 X 4 SPF Std ; WEOGE Right: 2 X 4 ! REACTIONS (Ibs/sizeJ 1=214510-5-8, 9=3128A5-B I Max Fbrz 7=.186(load case 2) i Max Uplitt 1=.200(bad case 4j. 9=318(bad ease 4j l FORCES - i TOP CHORD 'I•2=•3421, 2-3=3203, 3-4=3119, 4-5=-2765, 5�b=2765, 6-7=-4374, T-8=-4458, &8=-5315 j BOT C!-IORD 9-10=4641, 10-11=4641, 11-12a4641, 12-'13=4641,13-14=3964. 1415=2840, 15-16=2840, 16-17=2993, 1•17=2993 ; WEBS 2•17=55, 2-16=•177, 416=191. 4-14�559. 5-14=2150, 6•14 6-13=1962. B-13=-782. 8•11�26 I N07E5 ; t) This truss nas been designed tor the wind loads generated by 90.0 m.p.h. w►nds at 15.0 feet above pround level, using 7.0 p.s t. top ehard tleatl loatl and 70 0 p.s t bottom ehord dead batl, 100.0 miles trom hurticane oceanline, on a category i endosetl buBding, � d�mens�ons 54 0 by 36.0 wdn exposure C(ASCE 7-93). Lumber Inwease = 1.33, Plate irxxease = 1.33. Both erxf vert�als are � exposed � nere�y ter,iy tna tAis plzn, speci- 2) Except as shawn bNow, spec�al connectron(s) req�ed to support eoncenuated bnd(a). Design o� eonnectron(s) is deiegated to the ticai�on or re,ar, was prepareo Dy I bu��dmg des�gner . • me or �ntle: my di:esf :upenrision � 3) Th�s truss has been des�gned tor a 10 0 p.s.i. bottom chord Gve load nonconaurent with arry other kve bnds per Ts�le No. 16-8 and tna! 1 ar,� O�!y RC g�stareC P ; � - UBC•94 f i::�o^:� �.^.�i:�NCC 1,.^.Cur II:C itw: 01 4? ThK truss has been Ges�gned w�t� ANSVI'PI 1-�995 artena. �, -, � trc Sta: ...�nr� -:�� ; LOAD CASE(5j ' �) Lumber Increase=l 15, Plate Increase�1.15 Undorm Loads (Ibs per R) �� Vert�1-2=-94.0, 2-3=-94 0, 3-4=-94.0. 4-5�94 0, 5-6=-94.0, 6-7a•94.0, 7-8=-94 0, 8-9=-94 0, 9-70=-20 0. 10-� 1=-20.0, 11 •12=-20 0.12-73=•20 0, '► 3•14=•20 0, � 4-� 5=-20.0,15-16=•20.0,16-77=-20.0,1 •17=20.0 Concentrated Loa�s pbs) GI+TE R0. tE383 Verl 1=-776 3, 9=-176 3, 70=•523.0, 12=-'IE3B 0 - «, B►wwxamro - v.�{�r a�,t� �R a,�a �isaa rarss ox rms ex� xsvartsa sms sar�oxa usa. �� • Desqn vo�d b� uM a+y w�h Mlt�k oone»olaa ihk dtipn Ir poNd oNy upon paam�Na �AOwn, Ond k la a► IndMOuot b�IdYq Compon�nf b C� � hstotW ond lood�d v�Aleo�y. AppleoWy W ef�YOn Oaam�Na and pop�t YaaPOwfbn ol oomPotwnt M ntP��Y a�+0 d�lOn« • not huu d�sqnN. l�oeln9 tlwwn Y/a b1Nd wDDO� of IndNlOt+a� �r�b m�enWtt oNV. AddMbnd Nmpaory Woelnq fo Ywa� �1oD�1y duMO eondwelbn Y IM r�sPOntWty ot IM N�Cb�. AddRbral pNmonMt Woe�'q Ot Aft ovNOl shuCfuN Y tM rMponeD�ty ot IM bWdtW O�dpn�. ia p�nMOl pul0ane� ,.�� . ��h� ap�..a�.ry.«.��,� a�.,o. � �.� �.,, ��. o=�..�.��.��. a,� �,�.�� MiTek• 11orw4p krWllY+p and t�oek+ R� eoenm� rW dlon o h tnws P IaN tMruN. b�3 C•Onotb WNr�. 6AO0YOn. W16S�to. ,sv � r,�ss � i ruu i ype I Qty � Ply I i � � SO!35a 72 , ROOF TRIJSS i 4 � 1 + O$LIN �UMBER (ENCOMM) �yqy. �- � P 8 M Truss 3.3T s Feb 14199� M�Tek Industnes, Inc Tue Sep 22 14:07:7419g8 Page -t.1Gd 6T-1 12-t-0 1bS75 2�.6.0 �a 7-10-6 62-1 61.15 67.15 62-1 1-ta8 �� 4X4= �.�d�� ,��r�� _ 4 S � r ��,., �j ��l ' �ti 5 t �%� . I 3x4 . 3x4 � � � � � tl � 6.00 2x4 �� 3 5 ?x4 �i SP C �t �` / �- `°� 2 6 � �?O�� L► /� r� o� � �` G�vr�S. � � • i al � I� , o s s� � 5� _ 4 = 3x4 = 3x4 �� _ �� ,�G // � 62•17 7655 2�.8.0 b2-71 62•10 b2-11 Plate Olfsets (X,l� (1 0-0-0.0-1•5J. [7:0-0-1,0-1-5j LOADING (ps� 1 SPACING 2-0-0 CSI DEFL (n) (bc) VdeA PLATES GRIP TCLL 40 0 Ptates Increase 1.15 TC 0.86 Veri(l1) 0.24 10/9 999 M20(20ga) 197H90 TCDL 7.0 Lumber Inaease 1.15 BC 0.90 Vart(R) 0.34 10/9 864 ' BCIL 0.0 Rep Stress lncx YES W8 0.35 Haz(R) 0.06 7 Na ' BCDL 70A Code UBG94 M�f Lerglh / LL d�l a 360 Wei�ht: 82 (Ibs) �LUMBER BRqqNa i TOP CHORD 2 X 4 Si�F No.2 TOP CHORD Sheathed or 2.4.3 on center puttin spaemp, BOT CHORD 2 X 4 SPF No.2 BOT diORD Rigid celing d'uecty apphed, w 10-00-00 on center braang. Except: ; WEBS 2 X 3 SPF Stud •Except' 7�8:6-3-0, 1-10:6-3-0. . 10-4 2 X 4 SPF Sld, 4-B 2 X 4 SPF Std OTF�RS 2 X 4 SPF Std ' WEDGE le1t: 2 X 4, Right: 2 X 4 REACTIONS (Ibsls¢e) 1=1556/0-5-8, 7=15561'D-5-8 Max Fio2 1=-190(bad case 2) Max Up1iR 1=-107(batl case 4). 7=•107(load case 4) FORCES TOP CHORrJ 1•2a-2063, 2-3=-1764, 3-4=1764, 4-5=-1764. 5�6=1764, 6-7=2063 BOT CHORD 7-8=1799, 8-9=1265. 9-10a1265,1-10=1791 � WEBS 2•'ID=-396, 41�586, 48=586, 6-8=-396 NOTES t) This truss has Deen designed for the wina bads generoted by 90.0 m.p. h. winds at 15.0 feet abwe ground kvei, usirig 7.0 p.s.t top chor0 tlead bad and 10 0 p.s.f bottom ehord dead load, '100.0 m�es Trom hurticane oceaMirx, m a category I endosed building, W d�mens�ons 54.0 Oy 36.0 with e�ure C(ASCE 7•93). Lumber Increase = 1.33, Plate Irxrease = 1.33. Both end verticals are ezposed. . . 2) Th�a truss has been des�gned for a 10 0 p.s.f. bottom chatl iive load rronconcurteM with any oUxr bve bads per Ta�le No. 1&B, � UBG94 3) Ttus uuss has been oesignetl with ANSU�P11-1995 critena. I REtBDy C81ily Ih2t iDiS p�3f:, Sp@Ci• • tieation o� re�Grt was p:c�areC pp LOAD CASE(5) Sian�artl me or �n�e: ny o�n;t s�.^.enrisi�n a^Q U:a: � a:n d:s�y kL,�s;ared P:o• fessia^�: f.:,;��^ccr u��tr ine �aws ot t�e St:»e oi I�tmne::pa. �"V IA�✓ EP ��`�'$ caa� Ea -. OATE N0. 1638 B, we�mro - v.W} a�,t� �r.� a,�a Ra�w xana ar rma ru�m navaieas sms asrorea usa. •��• C�s10� vob 1a u� oNy wlth F�pfek oonn�etac Thl� de�lpn Y bond ony upon poromN�a flwwn, ond Y for on IndAAdud butdlnq aompon�nt to b� �� httaMd ond bod�d wttloa/y. APP��Y a d�qn PwanN�n aW W� �bn ol oanAOewM Y ��pornb�y W bWdMq W�WnN • nol Nu�e tl�aqna. Moet�p Mown Y ta WfNal �uppoR W YWIVkJUOt w�b tn�mbers oNy. AddNbeai Nmpaary ba�Y+O to Yatx� floWly dudn0 oonOnwMbn k 1M r�tponsbily ot iM �»eta. AddRlOewl PamanMt btoCYq of IM ov�ro� tUUOtut� Y 1M i�tpo�rb�ty ot tM bublrq d�eip�»t. Fw Wt�al W10ano� �.oaa�+o aa�i,r,. wonr ��a, aoww. a.�.ry. ««xa� aa aarw. oo� on.ee c� aaw�e. o:a�o �r� :v� a�a M��•o� M iTek Ma^dln0 krMiq and �roeln0 R�eamm�rWatbn avo�obN hom T�wt Plaf� tuttlut�. 6l.t D'Onotb WM. MatlYOn. WI b1710. BONESTR00 ROSENE ANDERLIK � 6516361311 OS/10/99 17:22 �:01/01 N0:319 � 8ix�e:eroo /�� . � Meenik � ��x Tra�r�sm �� M.,..►� .,K�r.�� . � Date: May 1 D, 1999 ' From: Ron �.aFond To: Paul Baumgartner � Oui Flle No: 56601 � � pp to Follvw: 0 Oreanlsat/on: City of Prior Lake � 9'� Building Department � Orl�lna/ Wfll Follow in Mal1: Yes No X FaY Number: (612) 447-42a5 Su6Jert: Wellhouse No. 3 � #. Remarks: Dear Paul, � . As ou r uested, hera's same Inform�tion rega�ing elarms for the sprinkler system and the 1. y eq � chemica� system at the wellhouse. � 2. The followfng i� a selective Ilst of alarms monitor�d at the wellhouse by the C(ty's new supervisory control and data acquisitlon (SCADA) system: �� a. Smoke detectors � � b. Sprinkler flow switch � c. Chemicai rAntalnment f�od fioet switch . d. Pump room and chemical room flood flo swltches e. Low temperet�re � f. Intrusion �� 3. The ebave alarms a�e transmitted to the SCAp main computer iocated at the Public Works Maintenance Facility. Tha computer wlll then n ify operatars and first-responders, a� needed, of the alarm condition. � 4. You can reach me at (651) 604�4'171 if you h�v questians. � Sincerely, � ;/C�� ^� � . `� �� . Bonestroo Rosane, Anderllk and As�otlates � 2335 West Highwey 36 . St. Paul, MN 56113 . Phone: 681-�38-4800 .�ax: 651-638-1311 BoNESTROO ROSENE ANDERLIK � 6516361311 03/18/99 11:18 �:01/01 No:318 ■ r � ( ( �� i�sene �ax Trar�smissro� A�Orlik6 Assotlata� RnpMr•,� c �,an•ei. Date: March 16, 1999 Fi4m: Jerry Mulvihill 7"n: Paul Baumgartner Our FJIe No: 56601A Organizatlon: City of Prior l.ake Pages to FoiJow: Building Department Oil8lns/ WIU Follow fn Ma11; Yes No X Fax Number: (612) 447-4�45 Sub/ect: Welihouse No. 3: Anchorage fpr Wood Roof Trusses Remarks: Dear Paui, 1. To securely anchor the wood trusses to the pre-cast ceiling planks, we propose the foilowing: a. 1'/4 " wide minimum, 1 fi gauge ga�ivanized strapping m�terial. b. hiilti powder actuated fasteners, type X-DN1, 1�inch minim�m �mbedment inta precast plank ceiling. c. Treated blocking mate�fal undbrneath bottom chord of truss wh�re anchored to precast. d. Anchorage to be instai►ed adj�cont to ffrst or second panel point near ends oi all trusses. Exact locations tp be coordinated with the Enginesr. 2. We'll remind the Contractor to cali you for an inspection when the truss anchorage is complete. 3. Please ca4t Jerry Mulvihill at (651) 604-47'81 if you have any questions. Sinc�rely, � , � � , Micha�l T. Rautmann, P.E. Cc: Ron LaFond, Bonestroo 8 Assoc. Banestroo, Rosene, AnderHk and Assaaiates 2335 West Highway 36 # St. P�►ul, MN 55113 # Phone; 651-836-4800 � Fax: 651-636-1311 EnComm Midwest, LLC. �� Q � � o s �� Q � P.O. Box ?3 Cambridge, MN 55008 . . Office Fax (612) 689-3596 (612) 689-6981 �ate Job No. o?- 8' - �' � atc�«, / {��... � L�a �-�-� o�V �`� •e.�- Re: � ltLc 3 � , � o c.Ls ti 'fTo, To ��Id;�.A �,.�.sP.��, � �S � n �, o - t- �a" � `o v La. ,� �-•_. � Co � B D F_�c� c� �� ^ �c.�,�. � a�e �C 1! 3 u/ 1 7�d-s c� /� v`� P v� . ` a d" �t.c- l� � , J �-t/ SS 3 70� " � rwi � � -� � Q 8 — // �! ! 7 ��' WE ARE SENDING YOU �Attached � Under separate cover via the following items: ❑ Shop Drawings ❑ Prints 0 Plans CJ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order � v� �---s s C w ��' -� 'c a�. '�-�- s' NOTES: i J Lon MoI�ES�ef . ' �� ___-.._.- ---- -- - __ ____ _ _ ____ __..�_ .._. �. ---�---�- - ----- -- - � -- ._ �-_..-�----------�- - - - -� �� >'�'1 �' � � � f t,� � ,� � Q( '� �i � _._. �._-______.� h�_ _.� _--- - - �_.�_ .�_.__._ __._ �; �___ _ .__ ._�,. � � n ._._ ` _ _.� ._. ---- --� . � � - J --- , - •-- -- - - _ -- �--- - -- _ � _`" - - - � �r — - -.-- -. - ��- � � i �� -- — __. --� �� Q � ,� �t � � --s � -- � � — ,� �-- � ._ - � � �!S(' —�—:�r ____ _- � --��, -�- --= -- ----�� - �sr �� , --- -_ � _ ..��.. _ - 8 .�,1' - -- �- �- _ z � 85(' --- - �� _ � � w � �� -- � _.__ �5r� �__ �� a.�r , � .. . ._ .__ . _ :�: , , _�... _� �- _= - .�: - flSf� ��-=� � - �..,f` � �� y � ~ r _ r ,�_ � � 1 ` I - ...s _ -_ . ... _ , - -• _ �.. . _ ._ . - _ '�'_ - - --- _- _._. -- - � i �� -- - - — - �� , . _ � � ;. .� , , .._.� _� - --� -- ---- --- - ._�_; _...-- -__ . _.._ _. _... ... ._ _M a�j-� -� l_�_ fi- � ' .... _ -- u � 'Z-- ---� -- -- --._..__..__.. ..______..� �.{..._ ___ �.�="_.:_..� � ._ _ ... .._... ... _.. � __._ o' �C ' N q G ... ..�... _. _.._.... _....._�-•--•_._-----___.__..�_,_........__ _ , __��.___^_.. .. �.._........._____... �._. . -- •. ...�,_. _.._.------ Job , Truss Truss Type pty Pry `' � 800864 H1 ROOF TRUSS 2 1 OSLIN LUMBER (ENCOMM) J495724 P& M Truss 3 3T s Feb 14 1997 MTek Industnes, Inc Tue Sep 22 13:14.17 1998 Page 1 -�-�as z.�,-» �.��-0 1a1-73 �as.3 �e-siz Zi-e-e zs.ao z�s.a �-�as 2-i�-�i 2->>.s a2-s a.a-s a2-s z-».e z-»-» >-�as i 5x6 = 2x4 u 3x8 = 5x7 = I 6.00 �12 3 4 5 6 � 3x5: 3x5. 2 7 0 � e%� '•1 � � 15 14 13 12 11 10 9 � 2x4 u 3x4 = 5x6 = 3x10 = 2x4 �i 3x8 = 2x4 u 8 8x12 � 8x12 � z-i�-» i s»-� F 10-1-13 � �+� �,� �sa�z � 2�-e-s � 2�'a° 2-11-11 2-71-9 42-9 44-6 42-8 2-11-9 2-I1-11 Plate Olisets (X,�: [1:0-1-11,OA-3J, [3:0-0-0,0-1-8], (6:0-0-0,0-1-8J, [8.0•2-13,0-0-0� LOADING (ps� SPAC�N6 2-0-0 CSI DEFL (in] (loc) Udefl PLATES 6RiP TCLL 40 0 Plates Increase 1.15 TC 0.77 Vert(LL) 0.31 12H 1 941 M20(20ga) 197/190 TCDL 7A Lumber I�aease 1.15 BC 0.96 Vert(TL) 0.44 12/11 660 BCIL 0.0 Rep Stress Incr NO WB 0.89 Ho2(TL) 0.13 8 Na BCOL 10.0 Code UBG94 Min Length / LL defl = 360 Weight: 115 (Ibs) LUMBER BRACINO TOP CHORD 2 X 4 SPF No.2 •Except` TOP CHOR� Sheathed or 1-6-12 on center purlin spaci�. 3� 2 X 6 SPF 1650F 1.5E 80T CHORD Rigid ceiling ditectly applied, or 12-13:6-3-0, 11-12:6-3-0, 10-11:63-0, BOT CHORD 2 X 6 SPF 1650F 1.SE 9-10:6-3-0, 8-9:6-3A, 1-15.6-3-0, 14-15:6-3A, 13-14:6-3-0 on eanter bracirtg. WEBS - 2 X 4 SPF Std 'Except• WEBS 1 Row at midpt 5-10 12-3 2 X 4 SPF No.2 OTHERS 2 X 6 SPF 1650F 1 5E WEDGE left: 2 X 6, Right: 2 X 6 D REACTIONS (Ibs/size) 1=3445/0-5-8, 8=3445/05-8 �� D Max Ho2 1=-105(load case 2) _ 'L R�� $USI+�I; Max Uplift 1=-356(load case 4), 8--356(load case 4) p PE � �HEA _--�"'"� T6P CHORD 1-2=-5809, 2-3=-5749, 3•4=�862, 4-5=-6862, 5-6=-5165, 6-7=-5749, 7-8=-5809 k'iN(iQ�� _to� �"� BOT CHORD 8-9=4930, 9-10=4930, 10-11=6862, 11-12=6862, 12-13=5165, 13-14=5165, 1M15=4930, 1-15=4930 � {7y` WEBS 2-15=143, 2-14=271, 3-14=213, 3•12=2121, 4-12=-714, 5-12=0, 5-11=558, 5-10=-21'13, 6-10=1472, 7-10=271, 7•9=143 � NOTES 1) This truss has been designed for the wind loads genereted by 90.0 m.p h. winds at 15.0 feet above ground level, using 7.0 p.s.f. top - chord dead load and 10 0 p s.f bottom chorcf dead load, 100.0 miles from humcane oceanline, on a category 1 enclosed building, of , - dimensions 54.0 by 36 0 v�nth exposure C(ASCE 7-93). Lumberincrease = 1.33, Plate Increase = 1.33. Both end verUcals are , exposed I nereDy cert�ty that tn�s pli�1. Sp�C�' � 2) Except as shown below, speaai connecdon(s) required to support concentrated load(s) Design of connect�on(s) is delegated to the ticat�on or repon was prepueu oY I budding designer. mg Of UnOBt rtly 0�[eC1 wD8MS10f1 3) Prrnnde adequate dramage to prevent rrater ponding. 1nd Iha� � 2m duly R0g�51e�8d P�0• 4) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonco�curcent with any other Irve loads per Table No. 16-B �RSSiona� Engmeer under the Wws of IJBC-94 � �is truss 1�as Leen drsigned wrth ANSIfTPI 1-1995 criteria lf�6 ��i:+t �� "�� Sn�� _ 1 LOAD CASE(S) r \/V 1) Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ibs per ft) ��KQ �, � Vert:1-2=-94 0, 2-3=-94.0, 3-4=-154.0, 4-5=-154,0, 5-6=-154.0, 6-7=•94 0, 7-8=-94.0, 8-9=•50.0, 9•10=-50.0, 10-11=-130.0, Tv I 11-12=-130.0, 12-13=-130.0, 13•14=-130.0, 14•15=-50.0, 1-15=-50 0 N0. 16� Concentrated Loads (Ibs) DAT,E__.___�_..------ Vert:1=-176.3, 3=�30.0, 6=-63U.0, 8=-1T6.3 `,__,,,�,_ ---��'�"""'� Aw.swimvo - v..�y a..t� �.o�»cs. �a traea xoras our rffia aem asvaRSe sms sa�arra traa. ��• D•sipn vaNd br ws ony wMh Mrt�k oonnxton. ihY dsNpn Y baMd oNy upon poromsfan dawn, and k fa an hdMdud tw�dln0 comPOn�M to W �� kwtabd ond loadsd wrflcaMy. ApplaobNlY ot dsMOn paamN�n and props� Inoorpao�bn ot canponsnt M iKporabMly ot buldlnq dssqn« • not fnas dssqns�. &xhy Mown k fa ioter� euppoM ol IndNidual w�b m�mbsrs ony. Ad�lbnal t�mporary braekp to Insw� dabily Wi�hp oondn+etbn k tM �espon�INly of tM �ieela. AddMbnal paman�nf Wxhq of 1M ovaW ahucturo k 1M ��fporKb0ly of 1M buldlnp WNpn�. Fw psnaal OuWw�cs ieqo�tllrp fob�lcatbn, Quo11y conhoL sfqaq�. Wlvsry. N�ctbn and brocln0, oontutl OiT•6o Ouaay �landard. Dit•!9 twckp Sp�cMleollon, a�d HIb91 ' � ►Wndtlrp hxta�p and �wekq R�eomm�ndation avalabN hom T�ua Plats Inslquf�. 58S D'Onofib DrM ��,. W� ��, o. M tTe Job , Truss Truss Type qty Ply � 800864 H2 ROOF TRUSS 1 1 OSLIN LUMBER (ENCOMM) J495725 , P 8 M Truss 3 3T s Feb 14 1997 MTek Industnes, Inc. Tue Sep 22 13:14�23 1998 Page 1 1 . . � �-i-�ae � 310-14 F �-s-s i �2-a-o � is-�aio F zagz _ zaao { zss-e� 1-t0.8 310.14 310.8 4-610 4610 310-8 Y10.14 1-10-8 CAUTION: Do not ax� = ZXa �, aX� = erect truss backward. 3 4 5 6 00 1�2 � I � 3x5 � 3x5 : 2 6 I � i � � 13 12 11 10 9 8 � 2x4 n 4x7 = 3x10 = 7x8 = 2x411 � 5x6 = 3x4 = 7x10 : � s�o-u � �-s-s �_ �z-�.o � ��aio F za�-z � s�a.o 31414 3708 4510 46-70 3148 3/414 Plate Offsets (X,Y): [1:0-0-0,0-2-5], I3:0-1-12.0-1-121, I5•0-2-0,0-1-121, [7'0-3-5,0-1AJ, I9:0-0-0,0-5-4) LOADING (ps� SPACINCi 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP � TCIL 40 0 Plates Increase 1.'15 TC 0.88 Vert(LL) 0.20 1019 999 M20(20ga) 197/190 TCDL 7 0 Lumber Increase 1.15 BC 0.52 Vert(fL) 0.28 10l9 999 � BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.09 7 Na BCDL 10.0 Code UBC-94 Min Length / Ll deft = 360 Weight: 109 (ibs) LUMBER BRACING TOP CHORO 2 X 4 SPF No.2 •ExcepN TOP CHORD Sheathed or 1-6A � ceMer puAin spac�g. 3-5 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directy applied, or 10-11:6-3-0, 8-10:63-0, &9:6�0, 7-8:6�-0, BOT CHORD 2 X 6 SPF 1650F 1.5E 1-13:6-3A, 12-13:6-3-0, 11-12:6-3-0 on ceMer bracing. WEBS -- 2 X 4 SPF Std'Except• 5-9 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Std WEDGE Right: 2 X 4 REACTIONS (Ibs/size) 1=2147/0-5-8, 7=3127/0-5-8 Max Ho2 1=-129(load case 2) Max Uplift 1=-200(load case 4), 7=-318(load case 4) FORCES TC'lP CHORD 1-2=-3458, 2-3=-3157, 3-4=-3752, 45=-3752, 5-6=-4617, 6•7=-5383 BOT CHORD 7-8=4633, 8-9=4633, 9-10=4126, 10-11=2821, 11-12=2821, 12-13=2976, 1-13=2976 WEBS 2-13=76, 2-12=-177, 3-12=171, 3-10=1256, 4•10=-414, 5-10=-504, 5-9=2007, 6-9=581, 6-8=599 I NOTES � 1) This truss has been designed for the wind loads genereted by 90.0 m.p.h. w�nds at 15.0 feet above ground level, usi�g 7.0 p.s.f. top cnord dead toad and 10 0 p.s f bottom chord dead load, 100 0 miles ftom humcane oceanline, on a category I enclosed building, of � �ereb dimensions 54 0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate I�crease = 1.33 Both end verticals are y CBnify ttWt (hl5 p18n, spep. exposed fication or report was prepare0 py 2) Except as shown below, spec�al connection(s) required to support concentreted load(s). Design of connedion(s) � delegated to the me or under my airect supervisipn buildmg designer. 8s1d (h01 1 art� tlUl R stered Pro- 3) Provide adequate drainage to prevent water ponding. i@SS Eng�r,eer und fs r the Wwa ot 4) 7his huss has been designed tw a 10.0 p.s.f. bottom chord live load nonconcurrent with arry Mher five foads per Tabfe No. 16-8 the State of Minnesota. UBG94. ' S) Th�s truss has been designed wdh ANSIlfPI 1•1995 critena /�� I LOAD CASE(3) ` '��.� � 1) Lumber Increase=1.15, Piate Increase=l 15 DA ��Ep�{�y �� Undorm Loads (Ibs per ft) � j� � Vert 1-2=-94 0, 2-3=-94.0, 3-4=-94.0, 4-5=-94.0, 5-6=-94.0, 6-7=-94 0, 7-8=-20.0, 8-9=-20.0, 9-10=-20 0, 10-11=-20.0, N�. 1�� 11-12=-20 0, 12-13=-20.0, 1-13=-20.0 , Concentrated I.oads (Ibs) w-+-+.......,,, VeR:1=-176.3, 7=-176.3, 8=-523.0, 9=-1638.0 Awnwimva - v.�y a.,t�► pa,�.c.►�. �a t� xaras ox �s wivD xsva�eea sma �oRS use. ��o Desqn valkJ tw ws ony wqh Mrtsk oonnscfas. TAk dsMpn k bowd oMy upon paromst�n dawry and Y ta an MKihAdual bu�dtq comPU�t �� InstaMd and bodsd vsrtboAy. ApplcaWpY of �etlOn paomstsp ontl propst hcorpaatbn o1 componsnt N �apaubllly of buldkq dseqnN - ral In+a dsslpne�. &achp �hown k ta Wfsial euppo�t of IndNkJuai wsb m�mbs�c only. Addltbnal t�mporay bxkp fo Imur� tlabMy dwY�O eondiuctbn Y tM �esponslbMly o1 ths sneta. AddMbrwl paman�nt Wodnp ot tM ovNaN slructuro M fM i�eporub�lY of ths bWdkp deelpn«. Fa Wnsial Wbana �e�idlnq fab�leatbn. QuaMy oonUol Naaqs, dslw�Y. N�etbn a�d WxMp, cornuM GfT•e! Guo�y pandord. DS�-OC troeNp ip�cMbalbn. and HD•Vl M iTek XandWp hufoMlnp and traeMp Rkomm«+ddlon ovalabN hom Trup Plat� kutqut�. 88S D'Onohb DrM. AAodNon. W169719. Job Truss Truss Type Qty Ply fit�0864 H3 ROOF TRUSS 1 1 OSLiN IUMBER (ENCOMu� J495726 P d M Truss 3.3T s Dec 271996 MiTek Indusiries, Inc. Thu Sep 2413:16:581998 Page 1 , -1-10-8 E 4-3-11 , 8-7-4 � 12-4-0 16-0-12 16-� � �-�o-s a-�-�� -�-s � �-s-a as-�s 4x4 = 3x4 = 6x14 � 3 4 5 6.00 �12 1x4 : 0 2 ' N � � � � � 9 8 7 6 1 3x8 = 3x5 = 8 2x4 i i 4x5 = 3x4 = , &7-4 , 16-10-8 � t6-tQE � &7-4 8-3-4 1�--6 Plate Otfsets (X.1�: [1:0-0-0.0-1-13] LOADING (ps� SPACING 2-0-0 CSI DEFL (n) (bc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.45 VeA(LL) 0.23 9/8 850 M20(20ga) 197/190 TCDL 7.0 lumber Increase 1.15 BC 0.63 Vert(TL) 0.33 1/9 597 BCLL 0.0 Rep Strest Ir►cr YES WB 0.49 Fbrz(TL) -0.01 5 nla BCDL 10.0 Code UBG94 (Matrix) Nkn Lenplh / LL defl = 360 Weipht: 69 (Ibc) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Shealhed or 3-11-3 on center purfln spacing, BOT CHORD 2 X 4 SPF No.2 except end verticais. WEBS 2 X 3 SPF Stud •Excepl' BOT CHORD Rigid ceiliny directly appiied, or 1-9:6-�0, 8-9:6-3-0, 7-8:6-3-0, 6-7:6-3-0 5-6 2 X 4 SPF Sid, S7 2 X 1 SPF Std on center bracing. OTHERS 2 X 4 SPF Std WEBS 1 Row at midpt 47 WEDGE Left: 2 X 4 REACTIONS Qbs/size) 1=1108/0-5-8.5�931lQ3-8 AAax Horz 1=437(loed case 3) Maz Uplifl 1m-88(losd case 4), 5=-99(bad case 3) / Maz Vert 1=1108(bad case �. �938(load case S� FORCES TOP CHORD 1-2=-1469, 2-�-1066, 3-4a-853, 4-5=-192. 5-6=-12 BOT CHORD fr7=2, 7-�737, &9=737,1-9=1194 WEBS 2-9=-390, 3-9=192, 4-�212, 47=-858, 57=775 1 AereOy certity that this plan, gpe� . NoTES hCation or report was proFareA 1) This huss has been checked fw unbalanced loading conditions about joint 5. me Ot unOEt my tlIrCC? S�pEryjs�p 2) This iruss has been designed for ihe wind loads generated by 90.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s.f. top 3�d tli8� I 8rt1 dUly P Pfp chord dead load end 10.0 p.s.( botlom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of fess�ona� Engioeer unCer !ne taws o dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are tf�6 Std(e pt M n(IB;:o . �,. . 3) Except as shovm below, special connection(s) required to support concentrated toad(s). Design of connectio�(s) is delegated to the i� � building designer. 4) Provide adequate dreinage to preveot water ponding. 5) This iruss has been desigr►ed for a 10.0 p.s.f. bottom chord live load nonconcunent with any other live loads per Tabie No.16-B, s��'��il• ��R UBG94. 6y This truss has been designed with ANSUTPI 1-1995 critetia. DATE N0. 1638� LOAD CASE(S) Standard ��"" Aw.sw�mva - v.r� a.,+� �,o,�.e... � x�o roras �►r�.wn RevaRSa srn� sanoes ve�. �• Dsslqn vald b� un ony wMh MR�k connectaa Thk dsfqn Y ba�sd onN upon Paramsfsn Nawn, and Y for an IndNldual buldYq comP�t b bs � hstallsd and baded veAlwNy. App�aobMly of deiqn pawm�tsp and pop� Yaorpaalbn of eanponsnt k ��+pomb�ly o1 buWYp ds�lOnN - not t�� dsapna. Macinq �lawn Y fa Iats�W �uppon of kxilvldual w�b m�mbsr� only. Addllbnal Nmporory b�acYW to hsw� slabrly durhp eonMn+clbn k ih� isspon�lb�ly ol 1M �rscta. AddRlonal psiman�nt lxacMp of tM ovaal Nrucfun k fM �aporobNly of 1M buN�nq dNlpnsr. Foi qsn��al Quldancs tsqordkip bbACatbn. QuaMy cont�ol. Naaqs. WMwry. Nscfbn and dacinp, wneub OST-E� OuaNiy ��dad. Df{•o9 �rookq tp�eMaallon. and NI/-91 M�Tek NandHrq kxtaNM+p and twckq R�eamm�ndalbn avabbis hom Trws Plat� Yutquf�, b89 D'Ono6b Drlw. Madlron, WI A971 V. Job Truss Truss Type pry Pty ' 800864 H4 ROOF TRUSS 1 1 OSLIN LUMBER (ENCOMM) J495727 P& M Truss 3 3T s Feb 14 1997 MTek Industries, Inc. Tue Sep 22 14:06.27 1998 Page 1 �•1-� 168 _ Slit � 1Q7-4 14-0-12 � --16t_¢8 1-148 5311 S39 3S8 2-9-12 4x7 = 4x4 = 3 4 4x7 = 6.00 12 5 3x4 � � 0 2 � � v� � 4= �I 0 � 10 9 8 7 6 5x5 — 2x4 � I 3x5 = 3x8 = 11 — 3x4 = 2x41I � s�.�t � �o-�-� _ � � ��-a�2 _ � ��aa 53-11 �39 3�58 2-&t2 Plate Olisets (X,17: [1:0-0-0,0-1-OJ, [3:0-2-4,0-1-12j, [5:0-1-6,0-0-BJ LOADING (ps� SPACINCi 2-0-0 C51 DEFL (in) (loc) Vdefl PLATES GRIP TCLL 40.0 Plates lncrease 1.'15 TC 0.51 Vert(LL) 0.05 1019 999 M20(20gaj 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(R) 0.08 10/9 999 BCIL 0 � Rep Stress Incr YES VYB 0.80 Fio2(TL) 0.01 5 Na BCDL 10.0 Code UBG94 (Matrix) Min Length / LL defl = 360 WeigM: 73 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORO Sheathed or 3-5-9 on center purlin apacing, BOT CHORD 2 X 4 SPF No.2 except end verticals. WEBS 2 X 3 SPF Stud BOT CHORD Rigid ceiling directly applied, or 1-10:6-3-0, 9-10:6-3-0, 8-9:63-0, 7-8:&3-0, OTNER5 2 X 4 SPF S!d `ExC2pi' 6-7:63-0 0� center braci�g. BL1 2 X 4 SPF No.2 WEDGE Left: 2 X 4 REACTIONS (I�tsize) 1=110810-5-8, 5=931/0-3-8 Max Ho2 1=4A4(load case 3) Max Uplift 1=-89(load case 4), 5=-48(load case 4) FORCES TOP CHORO 1-2=-1499, 23=-848, 3-�-357, 4•8=-453, 5-6=20 B6T CHORD 6-7=1, 7$=635, 8-9=1217, 9-10=1217, 1-1�1217 WE85 2-10=113, 2-8=-666, 3-8=416, 3-7=-531, 4-7s-101, 5•7=709 NOTES 1) Th�s truss has been chedced for unbalanced loading condltions about joints 4 and 3. 2) This ttuss has been designed fw the wind loads genereted by 99.0 m.p.h. winds at 15.0 teet above ground tevel, using 7.0 p.s.f. top chord dead load and 10 0 p s.f bottom chord dead load, 100.0 miles from humcane oceanline, on a category I enclosed building, of � dimenswns 54 0 by 36 0 with exposure C(ASGE 7-93). Lumbet Increase = 1.33, Plate Inctease = 1.33. Both end veRicals are � e�cposed. � 3) Prrnnde adequate dre�nage to prevent water pondin � RBf9Dy C@ftity (h�t st►u p1an SpCC1- j 4) This truss has been designed for a 10.0 p.s.f. bott m chord live load nonconcurcent with arry other live loads per Table No. 16-B ficahon or report was preparea Dy UBC-94. m8 Of Ul1C8f R1y dif@�i $UpB I 5) This truss has been designed with ANSIfTPI 1•1995 criteria. a:1d that I 8rn duly R? g�nered Pro- fas5ic�al Eng,nee� un�er ;fse law; ot IOAD CASE(Sy Standard ;he Statc of Minneso;a. � � —^'---.......� S��"�"�'� 1�R DATE N0, t �_ „�..,,�..,,�.�...,r.�.w�wJ A1'VARIVDVG - Virlill dsaiyn param�ters and R6AD 11t07ES Od1/ MID A6VaR86 9IDE 81D/'OIlS U�6. �� Oasqn vaMd b� �e onty wMh Mrtek eonneetas. ihk ds+qn k bosod onhr upon ParamNen �twwn, aeW k 1a an hdWldua{ bufdY+9 canponsr+t to b� �� ImtoNetl ond bad�d veAlwly. AppMaabMty W dsMpn parom�fsn and popsr Incapowtbn W eomponsnt k ��fponsbNty ot buldhq dalpnN - nof hun desl�ei. &�Np �hawn Y ta bts�al euppoA ot IndNklual web m�mbs�t only. AddMbnat tsmporay DracYp fo Naua f1oblMy duMq condiuelbn k 1M iesponslblNly of 1M �iecror. AddRforwl ps�man�nf WacMW of th� owral �hucWa M ths atponeb�ly oi 1M buWtp d�eqnti. fot qsns�al pukfGnc� �eqo�dkp tobtbafbn. QuaMly conhd, Huops. Wlwry. Nectbn a� Waelnq. Consud OET-!s OualKy �fandwd. DEt•09 �roolnp tp�cMlealbn, ond NI491 MiTek Handlinq NxfaMlnp and �roelnp R�eomm�ndatbnava�able Mom T�ws PIaM Instqutt, b99 D'O�opb D�lw. Madlwn, WI83719. I Job Truss Truss Type Qry Ply •i � 800864 HS ROOF TRUSS 1 1 OSLIN I.UMBER (ENCOMM) J495728 P& M Truss 3.3T s Feb 14 1997 MTek Industnes, Inc. 7ue Sep 22 14:06:31 1998 Page 1 1 � -�-�as i �>>-�� 1�-i�.a ��-a z� �aas za-e.o � �c.�a � �•�o-a �-»-» 5»-s aaa s.�i-s si�-i� �-�ae 4x7 = 4x4 = 3 4 ( 6.00 12 ; < � 3x4 : 3x4 � 2 5 4 c�d �I I� a a � �� o s a � s 5x5 — 2x4 I I 3x4 = 3x8 = Dc4 I I �� ^ 3x4 = � � s-»-,� i �,-».e �aa. z� � �aas � se-e-o � � 5»-» 5».9 aaa s-�i-s s».�� Plate ORsets (X,l�: �1.0-0-0.0-1-5J, [4:0-2-4,0-1-12], [6:0-0-1,0-1-5J LOADING (psf) SPACINO 2-0-0 CSI DEFL (in) (loc) Udefl PLATES ORIP TCLL 40.0 Plates Increase 1.15 TC 0.81 Vert(LL) 0.13 8/8 999 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) 0.18 8/7 989 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(R) 0.07 6 Na BCDI 10.0 Code UBG94 Min Length / LL deB = 360 Weight: 69 (Ibs) LUMSER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-4-13 on ceMer purlin spedng. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, ot 10-00-00 on ceMer btacing. E�axpt: WEBS 2 X 3 SPF Stud 9-10:63-0, 1-'11:6-3A, 10-11:6-3A. OTFiERS -- 2 X 4 SPF Std WEDGE Left� 2 X 4, Right: 2 X 4 � REACTIONS (Ibsls¢e) 1=1556/0•5-8, 6=1556/0-5-8 Max Ho2 1=185(load case 3) Max Uplift 1=•107(load case 4). 6=-107(load case 4) FORCES TOP CHORD 1-2=-2117, 2-3=-1485, 3-4=-1328, 4-5=-1485, 5-6=-2117 BqTCHORD 6•7=1836, 7-8=1836, 8-9=1328, 9-10=1836, 10-11=1836, 1-11=1836 V1�EBS 2-11=117, 2-9=-581, 3-9=348, 4-9=0, 4-8=348, 5-8=581, 5-7=117 NOTES 1) This truss has been designed for the wind loads generated by 90.0 m.p.h. winda at 15.0 teet above ground levet, usfng 7.0 p.s.f. top chord dead load and 10 0 p.s.f bottom chord dead load, 100.0 miles /rom hurtica�e oceanitne, on a category I enclosed building, of dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) Prrnnde adequate drainage to prevent water ponding. 3) This truss has been designed tor a 10.0 p.s.i. bottom chord live bad nonconcurrent with any other iive loads per Table No. 16-B, usc 1 nereDy certity lnat sn�s plan, speu• 4) This truss has been designed with ANSI/TPi 1-1995 cnteria. 1iC3tion or repOrt was preparea Dy me or uoder my direct superY:san ; LOAO CASE(S) Standard and that I arn dvty R�g�stered P�o• � tess�o�iai Eng:ncer ��n�ur tho laws of I the State o1 Minnesota. AA �� - ATESEP E 2 4 c1 �,�, , o� _ Aw.usnmra - v.�fy a.,t�. po,�r..,. a,�a x�so xo�raa av �s �►n �vaRSe sma saroxa vse. ••�� Ds�qn vak! br u� only wqh Irqf�k cu�necfaa Thk de�lpn k bwsd oMy upon pa�amstsa dawn, and Y 1or � IndMtlual butdh0 oomponent b b� � hffoNSd and boded wrt�aly. ApplaaWlry o1 W�Ipn paamsNn and propsn c�orporatbn � oompon�nf k �e�porabNly ol buldlrq ds+lOnsr - not hua desqnsr. Bi�InO Nwwn k ta iWNal suppoM � MWlvlduol wW membas only. Addtllonol tsmpaay b�ocNp 10 irnw� dob�lY e3wln9 �n�1�+etbn Y 1Ts �etpontblNy ot 1M ��efa. Addtllawl petman�nf Waclnq ot 1M ovs�a� ehuctur� k iM aepontblNy of 1M buldkp d�tlpns�. Fer qsnsrd qukJana �eqo�dhp bb�batbn. QuaMy cont�ol Naaqs, d�IVSry, aectbn and Wackp, canuM C�T•!! OuoIMY �►aWmd. DE�-!9 �roeln0 SP�eMleallon. ond N1401 ' � No�WWq kafaMMp ond /rocNq R�eomm�nddlon ava�abls hom T�ua Plats hslMUts, b89 O'Onohb Ddw ��. W� ��, o. M iTe , r — � Job Truss Truss Type Qty Pry `800864 H6 ROOF TRUSS 1 1 OS�IN LUMBER (ENCOMM) J495729 � P& M Truss 3 3T s Feb 14 1997 MiTek Industnes, Inc. Tue Sep 22 14 06:37 1998 Page 1 � I �-t-10.8 � 411-it � 317-4 � 14-8-12 � 19-&5 � 24-&0 I 2668 � 1-1a8 411-11 411-9 438 1-11-9 411-11 1-1Q8 i � I 4x4 = 4x7 = 3 4 6.00 12 1x4: 1x4: y 5 i o ( n d� `�I � � ^ 0 98 � 5 � _ 3x4 = 3x4 = 5 � _ 3x8 = � � � 9�11-4 � 10-&12 � � 248-0 9-17-1 49-8 9-11J ; Plate Otfsets (X,`n. [1 0-0-0,0-1-SJ, [4:0•2-4,0-1-12J, (6:0-0-1,0-1-5J LOADINti (ps� SPACING 2A-0 CSI DEFL (fn) (loc) Ildefl PLATES CiRIP TCLL 40 0 Plates increase 1.15 TC 0.71 Vert(lL) 0.37 9/8 783 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.80 VeR(fL) 0.53 7/6 549 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.06 6 Na BCDL 10.0 Code UBG94 Mm Length / LL defl = 360 Weight: 81 (i�) LUMBER BRACINO TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-8-13 on ceMer puAM spacing. 80T CHORD 2 X 4 SPF 1650F 1 5E BOT CHORD Rigid ceiling directy applied, w 10-00-00 on ceMer bradng. Except: WEBS 2 X 3 SPF Stud 6-7:6-3-0, 1-9:63-U. OTHERS -- 2 X 4 SPF Std WEDGE Left: 2 X 4, Right� 2 X 4 REACTIONS (IbsJs�ze) 1=1556l0-5-8, 6=1556/0-5-8 Max Hor[ 1=-159(load case 2) Max Uplift 1=-107(load case 4), 6=-107(load case 4) FORCES • TOP CHORD 1-2=-2092, 2-3=-1699, 3-4=-1519, 4-5=-1699, 5-6=-2092 BOT CHORD 6-7=1802, 7-8=1519, 8-9=1519, 1-9=1802 W�BS 2-9=-323, 3-9=300, 4-9=0, 4-7=300, 5-7=-323 NOTES 1) This truss has bee� designed for the vwnd loads generated by 90.0 m.p.h. w�nds at 15.0 feet abrnre ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 mfles hom hurficane oceani�ne, on a category I enclosed building, of d�mensions 54 0 by 36 0 vinth exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed 2) Prowde adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 p.s.f. bottom chord live bad nonconcurtent wdh any other live ioads per Table No. 16-B, ��' I nere0y cert tnat tms 4) This truss has been designed with ANSIfTPI 1-1995 criteria. WaR, SpeC�- fication or r2peK was p?epareA Dy IOAD CASE(S) Standard �1E Of UtiGCf Rfy OffBCf :u(1@ryjgjp� � . an0 th3'. I �;►+ tl1:y p�ai;t Pro- fe;s�o�2i Er•g!ne��r uri3: I*.s lawsol lhe S;ate of M�rtnawta. I T HE . GLER ,��....�.t�..�99$ Mo._ ��c►.�e� Aw.lRTmva - v.r(}y a.,tyn pananwt... a,.a Ra.su xora9 o�vr�s.uvn R6vaR� s� BsRORS t1�. ��• Dsslqn votd br uc� ony wMh MRsk connscfas. Thk ds�iqn N ba�ed wNy upon ParamNSn fhown, arW Y 1or an htlMdual bu�dYW ComPOnsnt fo bs �� hstWlW and bacled wrlleaMY. AppMaablNty o1 ds�qn poiamsten and qopa Y�owPaatbn a comPor�s�f k ierpornblMy ot bu�dtrq d�MOna • not mm de�pnsr. &oelny ehown k to� lats�ol tuppoA of IndMduol wsb m�mbas only. AddMbnW bmPawY brak+0 ro�� p�Y dwhq �ndn�etb� le ths ��sponyWqy ot tM ��seia. AddMbnai paman�M Wacinq ot 1M owra� Nruefw� k tM �aporabMlY ol 1M W�Itl4q WApnN. Fot q�al quldanq �sqordhp bb�bafbn. QuoMy cont�d, Hwaqs. W1very. Nsetbn arW Woclnq, comuM CiT-� OuoNly Standard. D6�•a9 troolnp Sp�eMbatbn, ond ND•91 M iTek Han�k�p 6rfoNNq and �raokg R�oomm�nddbn avaNabN hom Tru�s Plaf� Y�slMUte. 6B9 D'Onokb D�Ne. MadNon. WI69T19. � Job � Truss Truss Type �ty Ply ''800864 i H7 ROOF TRUSS 1 1 OSLIN LUMBER (ENCOMM) J495730 ; P 8 M Truss 3.3T s Feb 14 1997 MiTek Industries, inc. Tue Sep 22 14.06.42 1998 Page 1 i _ I -t-�aa � 3i�->> f �-»-a E t2-ao � isa�2 E 2aas � 2aao I 2s�sa � � � �-�aa a.ii•�� n-s aai2 a-a�� -»-s �-�t-t> >-�aa I 4x4 = 3x4 = 4x4 = 3 4 5 i 6 00 �12 1x4: 1x4� 2 6 4 � c `� 1 � 0 10 9 8 5 � = 3x4 = 3x8 = 5 � _ � 3x8 = I � 7-11-d + 16&12 � E 248-0 7 &38 7 Plate Olfsets (X,17. (1.0-0-0,0-1-5j, [7:0-0-1,0-1-5J LOADINti (ps� SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.'f5 TC 0.54 Vert(LL) 0.28 10l9 999 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.94 Vert(R) 0.40 10/9 719 BCLL 0.0 Rep Stress Incr YES WB 0.36 Ho2(TL) 0.07 7 Na BCDL 10 0 Code UBG94 Min length / Ll deB = 360 Weight: 81 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-11-9 on center puAin spacfng. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, or 8-9:6-3A, 7-8:6-3-0, 1-10:B3-0, 9-10:6-3-0 WEBS 2 X 3 SPF Stud on center bracing. OTHERS _ 2 X 4 SPF Std WEDGE Left: 2 X 4, Right: 2 X 4 REACTIONS (Ibs/size) 1=1556/0-5-8, 7=1556/0-5-8 Max Ho2 1=-134(load case 2) Max Uplift 1=-107(load case 4), 7=-107(Ioad case 4) FORCES TOP CHORO 1-2=-2159, 2-3=-1894, 3-4=-1693, 4-5=•1693, 5-6=-1894, 6-7=-2159 BOTCHORD 7-8=1839, 8-9=1901, 9-10=1901,'I-10=1839 W,�BS 2-10=-168, 3-10=451, 4-10=-291, 4-8=-291, 5-8=451, 6-8=-168 NOTES 1) This truss has been designed for the v�nnd loads generated by 90.0 m.p.h winds at 15.0 feet above ground level, usmg 7.0 p.s.( top � chord dead load and 10 0 p s f bottom chord dead load, 100.0 miles from humcane oceanline, on a category I enclosed building, of ' dimensions 54 0 by 36 0 with exposure C(ASCE 7-93) Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed � 2) Prowde adequate dra�nage to prevent wate� pond�ng. 3) This truss has been designed for a 10 0 p.s.f. bottom chord live bad nonconcurcent with arry other live toads per Table No. 16-B, � ACreby CBrtify Ihdt Ihis �iin, SpECI- uec fication or repert was are4�araa py 4) Thrs truss has been desig�ed with ANSI/1'PI 1-1995 criteria. rt18 Of U�dCr /�y Q;tBii aupR�r�.;ipp and tna! i am duly P.a.liss�r; ��; �. I LOAD CASE(5) Standard }85S�On3i EfIQul9fit U� ;'rf 1�0 !3'n5 p( fhe S:316 Of MII: i sr w.cao��R E4�T� � �a4A No�.,,,fi� i B,wwramvo . v,�y a„ty�, �,�,.a„ �a xaa�n ivorsa or► re�s nnm Revansa ama BeroRS vse. ��• Oeslpn vaid br ws oMy wNh MRsk connsetaa ihle Wfpn k baad orNy upon parom�f�n Nawn, and M tor m� IndN10ua1 buklkq compoewnt to be �� Mntallsd and bad�d wAlt:aAY. AppMaabMry ot dsdOn po�amsNn and popm Y�capaatbn of oomponsnt Y ��poneUMty of buWYq dNqn�r - nof tnne dssqns�. &ack�9 �wn k ta lateial tuppod of IndNkJUW wsb m�mbNS ony. AddMbnal Nmpaary baclnp b t�x� slabrly dwlnq cond�uetbn N 1M �sspon�M1Y of 1M �aeta. Addtlbnol psrman�nt Wadnq of 1M ovswl sttuefw� k 1M r�spontaNlY of tAs buldkq dNqn�r. Fo� psn��W puldor�q �po�dkp bbACatlo�. quaMy oonho6 Naap�. deNsry. Necibn aW WaclnO. eaauM CtT�!! OuaNly �andard. DEMl9 {rookp fp�cMballon. and NI/-91 M iTek HandHiq InatoMhq and �raoMq R�oomm�ndaflon avalubN Uom Trua Pbt� knfMUf�. bB9 D'Onodb D�Iw. Madbo�. WI89719. ' Job � Truss Truss Type pty Ply � •� 800864 J1 ROOF TRUSS 4 1 OSLIN LUMBER (ENCOMM) J495731 I P 8 M Truss 3 3T s Feb 141997 MTek �ndustnes, Inc. Tue Sep 22 14:06 45 1998 Page 1 � � .�.�as i �-ia�s �-u-a � �•�ae �-ia�s aas � � 6.01 12 i � � � . � � co � � I o M � 1 3 3x4 = � � �-�a�s �-t�-o � i �-�a�s aas , Plate Offsets (X,Y)� [1 0-0-0,0-2-0] LOADING (ps� SPACINCi 2-0-0 CSI DEFL (in) (Ix) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.07 Vert(Ll) 0.00 1l3 999 M20(20ga) 197/190 ; TCOL 7.0 Lumber Increase 1.15 BC 0.03 VeR(TL) 0.00 1l3 999 I BC�L 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na BC�I 10.0 Code UBC-94 (Mffirix) Min Length / lL defl = 360 Weight: 7(�s) LUMBER BRACING TOP CHORO 2 X 4 SPF No.2 TOP CHORD Sheathed or B-O-0 on center pu�lin spadng. BOT CHORO 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, or 10-�-� on ceMer bracing. � OTHERS 2 X 4 SPF Std WEDGE __ Left. 2 X 4 I REACTIONS (Ibs/size) 1=269/0-5-8, 3=16f0-1-8, 2=76/0-1•8 i Max Horz 1=-88(load case 5) Max Uplift 1=-32(load case 3), 2=-39(load case 3) � Max Vert 1=269(load case 1), 3=33(load case 7), 2=76(load case 1) � FORCES TOP CHORD 1-2=-46 BOTCHORD 1-3=0 I NOTES 1) This truss has been checked for unbalanced toading condftio� about joiM 2. I 2) This truss has been designed for the wind loads gene►ated by 90.0 m.p.h. winds at 15.0 teet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f b�tom chord d�d load, 100 0 mtles from humcane oceanlme, on a category i enclosed building, of dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increaae = 1.33, Plate Increase a I 1 33 Both end verticals are exposed. i 3) This truss has been designed for a 10.0 p.s t bottom chord live load nonconcurcent with any other Irve loads per Table No 16-8, UBG94. 4) This truss has been designed wdh ANSI/iPl 1-1995 criteria. LOAD CASE(3) Standard • 1 Itgt@Dy C@fll}y f112t tt11S p1a11, SpAG• lication o� raach was prepareo Dy � me or under my o�rect supervision a�^ tr,a! � an� nu!y E:��is!e�ed Pro• te;s�c,�o� Er, ��,� �r u��;r !no tav.s ot State r �n �:wta. i ��CI"STi�J' N � 6lER i � � OATE _ __ ___�_N0.183A' �s,...,.�u��rw.d A WAR1vIIlto - Vi►i111 d*s�n Pa�n�ln+ aad RaAD 1IIOTSH oN 7'�8 M►D R6vEB8R a��6 Bi�'OR6 U81i. ��A oesqn vaw ar ws oniy wan MR•k c«,nec�«x rnr as�qn r ba.w oe�r �+aon �aamersn awwn, ana r f« a� rwnnauai bu�ano eomPw»n� a w �� YntWsd ond badsd vsHlwNy. App1¢abllMy ol dsqp� po�amstsn and popa troaporatbn ol eomponsM k ��eporob�ly of buldlrq d�Npner - not Mas deslqner. &achp dwwn k fa blsral wppod o1 hdNkJuai wsb m�mba� oMy. AddMb�ol t�mpaary bockp fo Yaw� �lab�y durkp conq�uetbn N 1M rssponslblMy ol iM si�ctor. AddMbnai psrman�nt b�aehq o1 1M ovNO� Nruetua M 1M ��eporuWly of 1M buklNq d�lOnsr• Foi 9wnMa� WkJana� �eqo�dN�q bbticotbn. Quo11y controi, qo�aqs, d��wry, aeetbn and Waelnp, txntuM OST•!S Ouolry llondard. Dtt•00 tracNq Sp�cMbalbn, and Nlt•91 ' � NandNnp NWaNMy and {roolnp R�oomm�ndallon walabN hom Twp Plat� InttMut�, b83 D'Onoqb D�Iw ��. W, ��9. M iTe � Job Truss Truss Type pty PN �� 800864 � J1A ROOF TRUSS 4 1 OSLW LUMBER (ENCOMM) J495732 P 8 M Truss 3 3T s Feb 14 1997 MiTek Industnes, Inc Tue Sep 22 14:06�48 1998 Page 1 � -1-70.8 � t-11-0 � 31415 - � �.iaa i-i�-a �-»-n � i i 6.0� , 2 3 I � � < I � c� �+ o I ~ � � oI � , , � i 1 4 3x4 = 1 � �.�w 3�ats � I t-t t-4 1-t t-t t Plate Offsets (X,�: (1:0-0-0,0-2-OJ LOADING (ps� SPACINt3 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES �3RIP TCLL 40.0 Plates Increase 1.15 TC 0.56 Vert(LL) 0.00 1/4 999 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 8C 0.03 Vert(fL) 0.00 1/4 999 BCLI 0.0 Rep Stress Inct YES WB 0.00 Fbrz(fL) -0.00 3 Na BCDL 10 0 Code UBC-94 (Matruc) Min Length / LL defl = 360 We�gM: 9(Ibs) IUMBER BRACINCi TOP CHORD 2 X 4 SPF No.2 TOP CHORO Sheathed or 6-0-0 on center purltn spaci�. BOT CHORO 2 X 4 SPF No 2 BOT CHORO Rigid ceiling directly applied, or 1 Q-�-0O on centet txacir�. OTHERS 2 X 4 SPF Std WEDGE Left: 2 X 4 I � REACTIONS (Ibs/size) 1=413/0-5-8, 3=125/0-1-8, 4=16/0-1-8 Max Ho2 1=123(load case 3) Max Uplift 1=-49(load case 3), 3=-72(load case 3) Max Vert 1=413(load case 1), 3=170(load case 5), 4=33(load case 7) FORCES TOPCHORD 1•2=-74,2-3=66 BOT CHORO 1-4=0 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h winds at 15.0 feet above ground level, using 7.0 p s.f. top chord dead load and 10.0 p.s.f bottom chord ckad load, 100.0 miles from hurncane oceanline, on a category I enclosed buiiding, of dimens�ons 54.0 by 36.0 Hnth exposure C(ASCE 7-93). Lumber Increase = 1.33, Piate Increase = 1.33. Both e�d verticals are exposed. 3) This truss has been designed for a 10.0 p.s.i. bottom chord Irve foad nonconcurrent with any other Irve loads per Table No 16-8, UBC-94. � 4) This truss has been designed with ANSI/TPI 1-1995 criteria. •' ' w+MWr I LOAO CA3E(S) Standard I IlCreby CBrt�ty thdt Iti�s pid�. SpeCr I tication or report was prepareC Dy me or under my direct SupeNision � and tnat I am duty Rec��stered Pc0- 1ess,ana� ;:�;;��eer un]�r tne laws of IDe 5tate or Minnosota. � �� SE��'��"'i��ER I DATE ao. �s�� .�....:.,...�.--• •-- -._ti..u,M,rurwr�l AWARNWO - Ver(�j� dsalyn paaaw�stent and R6AD NOTES OM 7R18 AND It6Vf� 8IDE 86!'OR6 U86. �� Oeslqn vaNd tor ues oMy wqh Mrtsk oonn.etas. TAY dsqpn k baad only upon pawmsf�n rhown, and M for on hdMduol buldinq oomPon�M to W �� Ynlobd ontl boded wA1cWy. ApplaabNry ol dsppn paamNen and proper Y�caporatbn ot componsnt M �e�pwMbMy ot bu�d�n0 ds�qnN - not hua dsslqns�. Mxlnp Nwwn k 1a lataai suppo�t ot IndNkJUaI w�b m�mbNS only. AddMbnal tempaary baelnp to kaw� sfabrly du�4W condn+cibn Y 1M �aponflbMty ol iM �NCtq. AddMbnol pNman�nt Wxkq o1 1M owwl �hucfun N tM �yponcbMlY ol tM butdYq dNpnsr. Po� 9�a� 0�+�� sqoidlnq bbdCatlon. Qualqy conhol. Naaps. WAw�Y. sr�ctbn and dCCkp, oonWit OET-!6 OudMY Stafdad. Df� tw�rw sa.oinoanon. and Hn •91 M iTek Man�lnq NufalNnp and �wak�p R�eomm�ndalbn Cvabblt hom T�� Pbt� Yniput�, b83 0'Onofib D�Iw. MatlYOn, W169710. Job i Truss Truss Type Qty ply ', 800864 I JS ROOF TRUSS 4 1 OSLIN LUMBER (ENCOMM) J495733 ; P& M Truss 3.3T s Feb 14 1997 MTek Industnes, Inc. Tue Sep 22 14:06:52 1998 Page 1 I . - I � -ti-to-s �-�ais si�.a i �-iaa �-ia�s ¢aa i I I 6.01 12 f • � � 1 � , � � co � n- � ( o � i 1 � 1 3 ' 3x4 = � t-�a�s � � ��t-�— — -- ; - �-�a�s �-o.s Plate OtSsets (X,Y): [1;OA-0,0-2-OJ LOADINC3 (ps� SPACING 2-0-0 CSI DEFL (tn) (loc) 1ldefl PLATES GRIP TCLL 40 0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.09 1/3 792 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(TL) 0.12 1r3 556 BCLI U.0 Rep Stress Inct YES WB 0.00 Ho2(TL) -0.00 2 Na BCDL 10.0 Code UBC-94 (MaUix) Min Lerrgth / LL de8 = 360 Weight:ll (Ibs) LUMBER BRACINO TOP CHORD 2 X 4 SPF No 2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORQ 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directy applied, or 10A0-00 on ceMer brocing. OTHERS 2 X 4 SPF Std WEDGE -- Left 2 X 4 � REACTIONS (Ibs/s¢e) 1=309/0-5-8, 3=56/0-1-8, 2=76/0-1-8 Max Horz 1=-88(bad case 5) i Max Upl�t 1=-116(load case 3), 3=-67(load case 2), 2=-39(load case 3) Max Vert 1=309(ioad case 1), 3=113(load case 7), 2=76(load pse 1) FORCE3 TOP Cx-tORD 1-2=-46 BOT CHORO 1 �3=0 / NOTES 1) This truss has been checked for unbalanced loading conddians about joint 2. 2) This truss has been designed tw the vrind ioads generated by 90.0 m.p.h. winds at 15.0 ieet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.a.f bottom chord dead bad, 100.0 mdes from hurricane xeanline, on a category 1 enclosed building, of dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Iricr�se = � 1.33 Both end verticals are exposed. I 3) This truss has been designed for a 10.0 p.s.t bottom chord live load nonconcurcent with arry other live loads per Table No. 16-B, UBG94. 4) This truss has been designed with ANSI/TPI 1-1995 cntena. � LOAD CASE(S) SWndard I �eraDy certity that tl+�s plan S�f9��• hcation or repcn was prepare0 py i me or under my tl�rect su;se�v�sion I � fe tl�ona� E nm , duly Regi;�e•ea ?r�. , t eer u:�c�r snc aws ot tba State ot Minn6sota. ►_. � Wl� r StEPHEN W.CaB R oATSEP 2 4 19� �r�Y� AwenNnra - v..�y a.,ty�► y�.c... w�a Raeu xo�ras oir r�s a�m nsvaiess sr� s�oss v�. �� Desqn vald br ue� ony wph MRsk aonneeton. Thb dsalpn Y ba�ed oMy �on powmsfen Ywwn, ontl k fa an IntlMdual buld�n0 cunponsM to bs �� hstoNSd and lood�d vMkaly. ApplaaWlfy of dsNpn pa�am�tsn ar�d p�opsr heapaatbn of eomponsnt k ��epombMy of butdh0 dalpnN - rat hua d�sipne�. &achp Mown 4 ta iotaol tuppo�t ot k�dlvidual web m�mbsr� only. Addlfbnol Nmpaary Woelnq b Maw� pabMly durkp eondiuetbn Y tM �sspons�IMy ol tM �rsefa. AdtlMbnal psrman�nt Wockp of 1M owral Nructun M 1M iyporobMly of tM buttlkq dNqnsr. Fo� psns�al qukbncs reqoidhq tab�lcatbn, quaMy coniroL Naaq�. dslwry, aeetbn and brach0, wrnuM OfT•!0 Oua�y flandard. DE489 �roeM+p sp�eMlealbn, and NI�-91 MiTek NandlMp krfa�np and �raeNq R�oamm�ndaflon avaNabN hom Trua Plat� kafpuf�, b89 D'Oraqb Drlw. AAad4on, W163710. ; Job I Truss Truss Type (hy Ply ` 800864 ' JSA ROOF TRUSS 4 1 OS�IN LUMBER (ENCOMM) JA95734 P& M Truss 3 3T s Feb 14 1997 MiTek Industnes, Inc. Tue Sep 22 14.06:55 1998 Page 1 � -�-�aa F 3�a�s � �-i�-a � i-�o-s 31415 z•as I 6.01 12 2 v � � co ( N ► oI I � 0 1 3 3x4 = �+a�s ' s�+-� 3�au 2-as Plate Offsets (X,l�. (1:0-0-0,0-2-0j LOADING (ps� SPACINt3 2-0-0 C51 DEFL (in) (loc) UdeB PLATES CiRIP TCLL 40.0 Piates Increase 1.15 TC 0.35 VeR(LL) 0.09 113 792 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(fLj 0.12 1/3 556 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(R) -0.00 2 Na BCOI 10 0 Code UBG94 (Matrbc) Min Length / LL defl = 360 WeigM: 13 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Shesthed or 6-0-0 on center pur{in spacH�g. 80T CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center brocing. OTHERS 2 X 4 SPF Std WEDGE -- left: 2 X 4 REACTIONS (Ibs/size) 1=403/0-5-8, 3=56/0-1-8, 2=170/0-1•8 Max Horz 1=124(load case 3) Max Uprift '1=-9(load case 3), 2=-72(bad case 3) Max Vert 1=403(load case 1), 3=113(load case 7), 2=170(toad case 1) fORCES TOP CHORD 1-2=-89 BOT CHORD 1 •3=0 / NOTES I 1) Th�s truss has been checked for unbalanced loading conditions about jant 2. I 2) This truss has been designed for the wind loads generated by 90.0 m p.h. winds at 15.0 feet above ground level, using 7.0 p.s.f. top chord dead bad and 10.0 p.s.f lwttom chord dead load, 100 0 mdes from hurncane oceanline, on a category I enclosed bwld�ng, ot dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = �.33. Both end verticais are exposed. 3) This truss has been designed for a 10.0 p.s.f. bottom chord irve load nonconcurrent wdh any other Inre ioads per Table No. 16-B, UBG94. 4} Th�s truss has been designed wdh AtJS1lTPI 1-1995 critena. �� 40AD CASE(S) Standard I �ereby certify tAat this plan S�lCI• lication or report was prepareO py • me or un0er my tlirect supervisan and that i am auly Regisiered Pro- tessional Eng�n�+r ur.00r U�e Wws of � tna Sta1e ot Minnesota. STEPHEN W.CABCER OATE NR.16383 `�ww�w��a. . N� �\J� 0w.urnr�►a - v.riN �,� �c.� ana Ra�u roras a�r r� yvn aavalrse sma Ber�oi+s uae. �� Desqn vaW br as ony wMh Mlfsk oonneelas. Thk d�Npn N baied oMy upon paamsNn �hown, and Y ta a� hdhAdua� buldh0 ouePOns�f b b� �� Irytollsd ontl bod�d w�ticWy. Appl¢abMly ol dNlpn paam�Mn antl propa kroapaatlon W componsnf M ��pomb�ly of buldhp deNpnN - not tniq dssWna. b�hp ehown Y Ia blsial suppoN of hdNldual w�b m�mbaf only. Ade�tbn� t�mpaay bacMp fo Maw� �tob�ly duiNq eonqn+olbn k tM i�spons�IIMY of 1M �rocta. AddMbnal psrman�nt txaelnq o1 1M ovNa1 =huefuh Y tM ��sporqWly of 1M buldkq d�tlpnsr. Wr p�naa� OukJanw �pc�dln9l�riwtbn. QuaMy coMld. Naaq�, deNery. Nectbn and Wockp. �ntuM Ct�-66 CudNy fta�dard. D�{-d9 trcoM�9 tP�etlfcollon. ond XIiAl M iTek HandNeq knfaMk�p and �waNq R�oomm«Watlon avWobl� lrom Trwt Pbt� Instput�. 689 0'Ono6b D�Iw. MatlMon. WI b9710. , Job , Truss Truss Type Qty Ply �� 800864 JSB ROOF TRUSS 16 1 OSLIN LUMBER (ENCOMM) J495735 P 8 M Truss 3.3T s Feb 14 1997 MiTek Industnes, Inc. Tue Sep 2214:06:58 1998 Page 1 � j _ -1-10.8 F 5-11-4 I 1-10.8 5-11-4 I 2 ; 6.00 12 0 � M �I0 1 3 3x4 = F s„-a � stt.� Piate OASets (X,Y)' (1:0-OA,0-2-0] LOADING (ps� SPACINO 2-0-0 CSI DEFL (in) (bc) Udefl P4ATES OWP TCIL 40 0 Piates Increase 1.15 TC 0.85 Vert(LL) 0.09 1/3 792 M20(20ga) 187/190 TCOL 7.0 Lumber Increase 1.15 BC 0.36 VeR(TL) 0.12 1/3 556 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na BCDL 10.0 Code UBG94 (Matrix) Min Length / LL dM = 360 WeigM: 15 (Ibs) LUMBER BRACINf3 TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on ceMer pu�lin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORO Rigid ceiling directy applied, or 10-0U-U� on ce� bracirtg. OTHERS 2 X 4 SPF Std WEDGE -- Left' 2 X 4 REACTIONS (Ibs/size] 1=488/0-5-8, 3=56l0-'1-8, 2=265/0-1-8 Max Hort 1=163(load case 3) Max Upirtt 1=-25(load case 3), 2=-107(load case 3� Max Vert '1=498(load case 1), 3=113(faad case 7), 2=265(load case 1) FORCES TOP CHORO 'i-2=132 8QT CHORD 1-3=0 / NOTES , 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) Th�s truss has been designed for the v�nnd bads gene[ated by 9�.0 m p.h. winds at 15.0 feet above ground le�el, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottmn chord dead � load, 100.0 miles from hurricane oceanline, on a category 1 enclosed buildmg, of dimensions 54.0 by 36 0 with exposure C(ASCE 7•93). Lumber Inctease = 1.33, Plate Increase = � 1 33 Both end verticals are exposed. i 3) This truss has been des�gned tor a 1� 0 p.s.f. bottom chwd live load noriconcurrent with any other live loads per Table fVo. 16-B, UBC-94. � 4) This truss has been designed Hnth ANSI/TPI 1-1995 critena. LOAD CASE(S) Sta�dard • 1 nereby cenity that this ptan, specr titation or teport was pre�.�ra4 Dy me ar under my d��ect su�rvisaa and tha: I an� ..,y 's' I�:i6fC P�0• I tess�ona� ir��m�r �:.,n�,r t��o tarls at tne State ot Mtmnesota. � y^'V (d/�/ � OATE JCI' �4C��T6383 Aw.u�mva - v.�y a.at� paran..t.ra ana �taeo roras a�► re�e �rn �vs� src� aeroxs use. ��• Detqn va�tl for ue� ony wqh Mlfsk conneetaa TAM dsdpn M barsd only upon parameNn �hown, and k fa an MWhAdual buldkq eomponenf b b� �� kataMed ond bodW wrtlwM. App�eaWNy o/ dsNOn paam�fsn and popN Y�wipaatbn of eomPOnsM k �npombNfy of buMdlnq d�r - not hur tlsfqna. &xlnq Mown 4 ta bts�d wppoM ot IndNkluol web m�mba� only. AdtlMbna� NmPawY baelnq W Inqu� dabMly �rin0 condn�ofbn 41M �sspon�ilY of fM �rocta. AdtlMbrwl paman�nt braclnq ot 1M ovaal thuctua N iM �Npoe�WtY of 1M Dukllrq Wdpnsr. fo� 0�� W� �eqotdhp lab�lcatfo�. 4u�My conUa. Naap.. WNery. N•ctbn otW btackp, cotnuM OfT-66 Oua�y pa�datd. Ott-69 lraolnq 8p�eM{eaMat. and Nit-4t MiTek Mandlln0 kaMMlnp and �rooMq R�eomm�ndatlon avallabis hom ��ua Pbb MafpWS. 58S O'Orafib Wlw. Madkon, WI69T10. Job , i Truss Truss Type pty Piy 800864 � M1 � ROOF TRUSS 2 1 OSLIN LUMBER (ENCOMM) J495736 P& M Truss 3 3T s Feb 14 1997 MiTek Industnes, Inc. Tue Sep 22 14.07:01 1998 Page 1 i � 3�aa �s-o a.�o-e �-�o.a � 4x5 = 2 6.00 12 I I o ( � I N � ti 4 0 1 1x4 II 3 3x4 = 310.8 � 3-10-8 Plate Offsets (X,Y): (3:0-0-1,0-2-OJ LOADING (psf) SPACINCi 2-0-0 CSI DEFL (in) (Ix) Udefl PLATES GRIP TCLL 40 0 Plates Increase 1.15 TC 0.30 Vert(LL) 0.01 1/3 999 M20(20ga) 197H90 TCOL 7.0 Lumber Increase 1.15 BC 0.11 Vert(iL) 0.01 1/3 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Ho2(TL) 0 00 3 Na BCDL 10.0 C�e UBC-94 (Matmc) Min Length ! LL defl = 360 Weight: 15 (Ibs) � LUMBER BRACINO TOP CHORD 2 X 4 SPF No 2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SPF No.2 except end verticals. WEBS 2 X 3 SPF Stud BOT CHORD Rigid ceiling directly applied, or 1-3:6-3-0 on cmter bracing. OTHERS - 2 X 4 SPF Std •Except• BL1 2 X 4 SPF No.2 WEDGE Right. 2 X 4 I REACTIONS (Ibsls¢e) 2=190l0-3-8, 3=367/0-5-8 ! Max Ho2 2=-206(load case 2) i Max Uphft 3=-129(load case 2) i FORCES ' TO,PCHORD 1-2=36, 23=-90 j BbT CHORD � •3=5 I NOTES I 1) This truss has bee� designed for the wind loads generated by 90.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s.t. top chord dead load and 10 0 p s f bottom chord dead load, 1 U�.0 miles ttom hurticane xeanline, on a category I enclosed building, of d�mens+ons 54 0 by 36 0 with exposure C(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33 Both end verticals are exposed 2) This truss has been designed for a 10 0 p.s.t. bottom chord live load nonconcurcent with any other live loads per Table No. 16-B, I UBG94. • 3) This truss has been designed with ANSI/TPI 1-1995 critena. � AB►8by C9flity thdl IhIS pld�, SpOt1- hcation o: repo� was p.epar� py � LOAD CASE(S) Standard me or unCer my d;rec; suNer,;sp� � and Ihat I am C�:y Fp�;�;$;eq p;o. 19SS.Of:e( F�i�:nBC� u�L�� i�i6 Idrr5 Uf 1n8 $id:B 0} 11�f�:;8S0:a � A� i�./ T PNEN W.CAdLER oAT� 2 4 19�. ,�83 - ..�...,a,,,,.a.,.�..� Awarinmvo - v.r{y a.s�. pa.�a�..s aaa ner�o xoras our ��uim �varess sma Haroee uss. ��• Dxqn vaW to� uro only wMh MRsk aonnscfas. Thb d�tlpn k ba�ed o�ly upon paomeNa �hown, aiW k for on IndhAdual bultlln0 eomPa+eM to W �� hsfoNed ond bad�d w„ICa�y. Appba�ty o1 dNqn po�amst�n and propsr Incorpaafbn of eomPOn�nt M ��spon�b111y d buldin0 d�lpn�r - not Mw dsslqner. Maehp dwwn 4 ta loterol tuppoA ol hdNldual w�b m�mbsn only. AddMbnol tsmpawY WaclnO to Muw� dot�ly dwkp oond�ucMon M 1M �esponsR�NMy of 1M �rocta. Addqbnal pNmonsM Waelnp of tM owwl Hiucfun N 1M i�rpon�WMy ot /M bulldlrp dHipn«. For 9�rw�a WIOC►� �eqordlnp bb�krolbn. QuaRy conhol �taaqs, dsllwry. Nsetbn and Gxlnp, oonfuN OiT•60 Cua�Y MandcM. D�4l9 �roclnp ip�eNballon. ond ND•91 M iTek NondNiq Irrfo�p and �rooln0 R�oomm�nddlon avalabN hom Twa PIaN IutNUt�. 683 D'Onofib Drlw, MatlMOn, WI6371 V. � i Job � Truss Truss Type Qty Ply , � 800864 T1 ROOF TRUSS 1 1 OSLIN LUMBER (ENCOMM) J495737 P 8 M Truss 3.3T s Feb 14 1997 MiTek Industries, Inc. Tue Sep 22 14:07:09 1998 Page 1 I -1-10.8 � 4-41 � 8-4-0 � 12-40 } 1Cr4-0 � 20�315 1 24-&0 F 266�8� i 1.10-8 441 46�0 4d0 4-0�0 1-0.0 4-4-1 1-td8 ! CAUTION: DO NOT ERECT TRUSS BACKWARDS. 4x4 = i 5 � ' 3x5 . 3x7 : 3x5 5 4 6 3x5 � . 6.00 12 3 7 c4 3x5 � 3x5 . � 2 8 `�I I� a a � 17 16 15 14 13 12 11 10 9 4x8 — �s u 4x5 = 6x8 = 4x8 = 10x10 = � �� 10 � � 4/-7 8-4-0 12-1-0 � 1Cr40' 16�10�14 20-315 Z¢9�2 24$0 � 441 440 4-0-0 40-0 66/4 3g1 OS3 310�14 Plate ORsets (X�� (� �0-OA,0-3-6], (9:0-2-9,0-1-7j, (13.0-0-0,0-6-12J LOADINC3 (psn SPACINCi 2-0-0 CSI DEFL (in) (bc) Udefl PLATES ORtP TCLL 40.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.18 12/11 999 M20(20ga) 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.50 VeR(R) 0.26 12/11 999 BCIL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.05 9 Na BCDL 10 0 Code UBC-94 (Matrix) Min Length / LL defl = 360 Weight: 146 (Ibs) LUMBER BRACING TOP CHORO 2 X 4 SPF No.2 •Except• TOP CHORD Sheathed a 2-1-1 on center puAin spacing. 7-9 2 X 4 SPF '1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 1415:6-3-0, 13-14:6-3-0, 12-13:&3-0, I BOT CHORD 2 X 8 SYP 2250F 1.9E •Except• 10-11:6-3-0, 1-17:6-3-0, 16-17.6-3A, 15-16:6-3-0, 9-10:63-0, 11-12:6�3-0 15•9 2 X 9 DF 2250F 1.9E center bracing. " WEBS 2 X 4 SPF Std •ExcepY WEBS 1 Row at midpt 14-6 , 14-5 2 X 4 SPF No.2, 13-6 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Std WEDGE Right' 2 X 4 REACTIONS (Ibs/size) 1=2145/0•5-8, 9=3128l0-5-6 Max Horz 1=-186(load case 2) Max Upiift 1=-200(load case 4), 9=-31 B(load case 4) FGRCES TOP CHORD 1-2=-3421, 2-3=-3203, 3-4=-3119, 4-5=-2765, 5�=-2765, 6-7=-4374, �-8=-4458, 8-9=5315 BOTCHORD 9-10=4641, 10-11=4641, 11-12=4641, 12-13=4641, 13-14=3964, 74-15=2840, 15-16=2840, 16-17=2993, 1-17=2993 WEBS 2-17=-55, 2-16=-177, 4-16=191, 4-14=-559. 5-14-2150, 6-14=-2214, 6-13=1962, 8-13=-782, 8-11=626 � NOTES I 'I ) This truss has been designed for the v�n�d loads generated by 90.0 m, p.h. winds at 15.0 feet above ground level, usmg 7.0 p.s.f. top chord dead load and 10 � p s f bottom chord dead load, 100.0 miles from hurticane oceanline, on a category I e�closed building, of dimens�ons 54 0 by 36.0 v�nth exposure C(ASCE 7-93). Lumber Inctease = 1.33, Plate Increase = 1.33. Both end verticals are ex sed I hBreJy CBrtify lh2: ih�S plZfl, SpBCt- � 2) Except as shown below, spec�al co�nection(s) required to support concentreted load(s). Design ot connection(sj is delegated to the ficat�on or rep;,rt was preparea Dy bwldmg designer • rtIC Of Ul1dBt Isty CifBtt S�1Q8�tiSi0f1 3) This truss has been desig�ed for a 10.0 p.s.f. bottom chord five load nonconcunent with arry other live loads per Table No. 16-B and tha! I am duly Registered Pra- 4! This t9 ss has been designed with ANSt/TPI 1 cntena. t3SSc 1�� f:;;:�88t I,�� the laws of Iho ..t3:�nn ^0,� I LOAO CASE(S) 1) Lumber Increase=l 15, Plate Increase=1.15 Urnform Loads (ibs per ftj �� Vert:14=-94.0, 2-3=-94.0, 3-4=-94.0, 4-5=-94.0, 5-6=-94.0, 6-7=-94.0, 7-8=•94.0, 6-9=•94.0, 9-10=•20.0, 10-11=-20.0, N h 11-12=-20.0, 12-13=-20.0, 13-14=-20.0, 14-15=-20.0, 15-16=-20.0, 16-17=-20.0, 1-17=-20.0 Concentrated loads (Ibs) DATE N0. 1638 I Vert 1=-176 3, 9=-176 3, 10=-523.0, 12=-1636.0 ' A�p�N�Vp . p�r{N d�styn paininstt�s and REM P/07'ES OVI/ T� AND R6VERSE 9� BElORi I18S. �� Desipn vaNd toi we aW with Mifek conneclaf. TAk Ntlpn k bawd only upo� paramst�n Nawn, ond k fa an YWMdual bu1dY�0 componsnt to bs � httollW and baded vedboNy. Appl¢abNlly W dsdpn pa�amN�n and pope� k�capaatbn ot oompoMnt k �esponD�ly W 1wIdInO ds�qnN - not tnra dseqnei. &acY�p �hov+n k ta btaal support o1 IndNldual web m�mbe�s ony. AdWllond f�mporary bxlrq fo Yaw� dob�ly durhp eonq�uclbn k M�s �sspons�Mly ol fM sr�ctu. AddRbnal psiman�nf brxkp ot tM overo� thuctu�� k tM �Npon�DNly oi tM bu�dk�p dKlpns�. For qsns�al Qulda�cs �eqordlnq tobdcatbn. Quo11y conhol. Naaq�. d�Mwry. Nwctbn and braclnq. comuM C=T-!! OuaNly flandad. Oft•!9 trooln0 SPk�allon. and NI/-Ol M iTek Nanddnp M�talMnp and /roeln0 �u�m�eWatlon avarabN hom T�we Plat� MfstMut�. 683 D'Onohb O�Iw. MadMon. Wt 69719. Job , I Truss Truss Type pty Ply 800864 � T2 ROOF TRUSS 4 1 OSLIN LUMBER (ENCOMM) J495738 P 8 M 7russ 3 3T s Feb 14 1997 M�Tek lndustnes, Inc. Tue Sep 22 14.07.14 1998 Page 1 -7-10-8 62-1 12-4-0 1&S15 20-&0 26fr8 � 1-10.8 62-1 61-15 61-15 62-1 1-1Q8 � ' 4x4 = I 4 I 3x4 . 3x4 : � ; 6.00 12 � �� 3 5 �4 �i , 2 6 ' d>� �i I i 1 �I I� i , ,o s e � � 5x5 = 3x4 = 3x4 = 3x4 = 5� _ I � &2-17 7655 24$0 � � &2-11 &2-70 &2-11 Plate Offsets (X,`�. (1 0-0-0,0•1-5J, (7.0-0-1,0-1-5] LOADING (ps� SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES 6RIP � TCLI 40 0 Plates Increase 1.15 7C 0.86 Vert(LL) 0.24 10/9 999 M20(20ga) 197/1� � TCDL 7 0 Lumber Increase 1.15 BC 0.90 Vert(fL) 0.34 10/9 864 I BCLL 0.0 Rep Stress Incr YES WB 0.35 Hort(TL) 0.06 7 Na BCOL 10.0 Code UBC-94 Min Length / LL defl = 360 Weight: 82 (Ibs) LUMBER BRACIN�i TOP CHORD 2 X 4 SPF No.2 T� CHORD Sheathed a 2-4-3 wi center purlin apacing. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling directly applied, or'10-00-00 ai ceMer bracing. Except: � WEBS 2 X 3 SPF Stud •ExcepY 7-8:6-3-0, 1-10:6-3-0. _ 10-4 2 X 4 SPF Std, 4-8 2 X 4 SPF Std � OTHERS 2 X 4 SPF Std ( WEDGE Left: 2 X 4, Right: 2 X 4 � REACTIONS (Ibs/size) 1=7556/0-5-8, 7=1556/0-5-8 � Ma�c Horz 1=-190(foad case 2) Max Uplift 1=-�07(load case 4), 7=-107(load case 4) I FORCES + TqP CHORD 1-2=-2063, 2-3=-1764, 3-4=-1764, 4-5=-1764, 5-6=-1764, 6-7=-2063 I gt�TCHORD 7-8=1791, 8-9=1265, 9-10=1265, 1-10=1791 I WEBS 2•10=-396, 4•10=586, 4-8=586, 6-8=396 � NOTES I 1) Th�s truss has been designed for the wind loads generated by 90.0 m.p.h. wnnds at 15.0 feet abrnre grountl ievel, using 7.0 p.s.f. top I chord dead load and 10 0 p s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 54.0 by 36.0 with exposure C(ASCE 7-93). Lumber Increase = 1 33, Plate Increase = 1.33. Both end verticals are exposed � 2) This truss has been designed for a'10 0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, � UBC-94. � 3) This truss has been designed with ANSI/TPI 1-1995 critena t RereDy ce��tity that this plan SQECI• . fication or repert was prepare0 Dy � LOAD CASE�S) Standard me or un0er my dire�,h supenrisi�n � 2rd U.d: � d�Tl dU�y f'.�. j�StArLd P ;0• � �L•5£(ORa� f^,y1PC@i U!;t�.9f II1C �3WS 0} the Sia:e of AE�nne�ta. ��'t/"(An/ � C � ��Pt� CABLER I OAT N0. 16383 Qw.�nmva - v.�ry as.r� pa�on..rm a,ea xa�o �aras ox r�s.�nm asvaesre s�na eer�oRa vse. ��• D�slp� va�d br u�s onry wqh MRsk connsctas. ihY ds�pn k ba�ed onN upon pa�emetsa �hown, and Y for an IndMduW buldNq eomponsnt to b� �� Yntalsd and baded wrlbally. App�¢aWlly of daqn paamNSn and propsr t�oapaatbn ol oomPone�f � �NPwab�lY of bu�dhp daqnN • rat qua dsslqns�. &aclnp fhown Y ta lot«al tuppoA o1 hdNWual w�b msmbs�s only. AddMlonal lsmpaary WaC1nq fo Ynw� NabWy duikp oond�uetbn k 1M �ssponsblMY of tM srecfa. Adtltlbrwl ps�ma��M WacMq ot tM owral shucfuN k tM ��eponeb�ly o1 1M bukllnq d�slqner. Fo� Osns�W qulaae�os �eqo�dkp 1obAeatbn. QuaHy conhol, efWaps, dslwry. Weefbn and brocYp, oonwM Q!T-eb Quapty flandtird. Df�•!0 NooUW SP�oMcWb►4 ond NI�-91 MiTek MandNnq kwMlNnp and �raekq R�oomm�rWallon avoNobN hom iwa PIaN knfMUt�. b89 D'Onopb Drlw. MaiYOn, W169719. �ymbois Numbering System , �General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Foilow Couid Cause Property t�i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions ore in inches. Apply 1. Provide copies of this truss design to the plates to both s�es of truss and building designer, erection supervisor, property securely seat. J2 J3 ,la owner ond ail other interested parties.. '�� TOP CHORDS � u � 2. Cut members to beor tightty ogainst each other. VI(EBS JS �° 3. Place piates on each face of truss at each a- ° oint and embed full Avoid knots ond wone *For 4 x 2 orientaflon, locate v '`' ; o at joint locations. Y plates �/s" from outside edge of a = truss and vertical web. � � a 4. Unl�ess otherwise noted, locate chord splices • � �, o at /a panel length(± 6" from adJacent joint.) * This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of � required direction of slots in � �� 8 J7 J6 lumber shall not exceed 1996 at time of connector plates. - fabrication. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHOROS ARE NUM6ERED CLOCKWISE preservative treated (umber. * For tabular platiny formaf rsfsr to ths � AROUND THE TRUSS STARTINS ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRsk/Gang-Nail Joint/Plats Placemsr�t Chart FARTHEST TO THE IEFT is the responsibility of truss fabricator. General WE65 ARE NuMdERED FROM LEfTTO RI6HT practice is to camber for dead load deflection 8. Plate type, size and location dimensions P�� S�� - shown indicate minimum plaflng requirements. The flrst dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and � X 1� perpendicular to slots. Second in all respects, equai to or better than the dimension is the length paroliel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING � HUD/FHA TCB 17.08 provided ot spacing shown on design. Indicates location of required - 11. Bottom chords require lateral bracing at 10 continuous laterai bracing. ff, spacing, or less, 'rf no ceiling � installed, IC80 1591, 1329, 4922 unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage ond/or load transferring WISC/DILHR 870040-N, 93001 &N, 91008aN connections to trusses are the responsibility of BEARING othe�s uniess shown. Indicates location of Joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. _� � stacks of construction materials. �� 14. Do not cut or alter truss member or plate without prior approvai of a�ofessional engineer. • � MiTek 15. Care should be exercised in handling, �,, erection and installation of trusses. � C P PIEL C� 1993 Mitek Holdings, Inc. FORM018,010 �-�-� �p,�R •' FROM,: ENC�MM MIDWEST LLC PHONE N0. : 61268969B1 Dec. 10 1998 05:48PM P1 E�v�o�M Mi��v�sT ' Commet Co�stru�tiorr�'Remor.leling� - • Municipal - Indusrrial' Pre-engineered Metat Building Systems Bf,/TLE'R FA�C TRAN5MITTAL Date: �� —/ O^ �� No. of pages to follow: �(� • To: � � Fax No: ��f � -^ � �- S�S� �----� , Location: � . � �r L �...�-.�-.-. � f � c� ` f �-,. 5 �.�c_.,. . ,�_ S From: Lon �ollister Fax (612) 689-6981 EnCotnm 1VI'idwest, LLC Office (612) 689-3596 Cambridge, MN 55008 Memo: �vw�. � � g � — 1 / � � / If yoa do not receive any/all of the pages or they are i�legible, please call us at (6 � 2) 689-3596. Thank You. P.O_ Box 73, Cambrid�e, IViN 55008 :(61,2) 6$9�3596 FROM,: ENC�MM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:4BPM P2 _�... aY PN �.�_..�I � ^f Truss Truss Type I Hi R�F TRUSS 2 1 OSLIN LUMB$R (ENGOMM) Ja9572a : � �8008$4 �p & M 7russ 3.3T s feb 14 199 Mi7ek Inaustries, Ino. Tue Sep 2213:14:17 1998 Ppge i' .,.�o-a z•�t->> si�-. �a,.�a �ae-3 �e.e-�z 2t-s-5 �, zs.ea ' z6.s.e_� '�-,ae �-,�.�i att-9 �a5 4.,.6 wz-a �-��.� x-�o•�i i-ios � . gx6 - 2x4 n 3x8 = 5x7 = ! � 6.00 12 '� A 5 6 ' I 3x5 5 3�f a i 2 T i 0 � � C � 15 14 13 1Z 11 10 9 8 � aY4 �� 3�ca � 5� = 3x10 = 2Y4 �� 3Ys = 2xn u � ` sxi a � r �tt t� � 5.t�.� � 10-1 13 + +�es �_�s.a�z � x-e-s � 2a.ao � �.,,_„ z-»� . ass ti�.e az-a a»s z-�rt+ p�aia on��= fXYls I I3:OA-0, ta:o.o-0,a�-s�, �e:o-a•�s.o-o•41 LDADIN6 (P5� SPACING 2-0-0 C61 DEFI (ih) QDC) Udefl PU1TE3 �RIP �, 40.0 Platcs Inaesse 1.15 TG o.77 Vert(LL) 0.91 1Zl'11 941 MZO(20ga) �97H90 TCDL 7.0 Lumberinarease 7,15 BC 0.96 VeR(TL) 0.441?J�7 660 BCLL 0.0 Rep Stress Incl NO WB 0.99 Nort(TI.) 0.13 8 Na �: 1�5 (Ibs� gCp� 70.0 Code UBC-94 Min Length / LL d�l ■ 3� W� I.UMBER BMCINO TOP CHORO 2 X a SPF No.2 •EY�pt' TOP CHORO SheetAed or 1-6-12 on cer+le� punin spacing. 3.6 2 X 8 3PF � 68oF 1.5E 80T CHOR� Rigid ceNing Qire�ty appfied, ot 12-13;6-3•0, � 1•12:6-3-0, 10-11;6•3�p, gflT CHORD 2 X B SPF � 650F 1. SE 9-10;6-3-0, 8-9:63-0, 1-75:6-3-D, 14-15:6-3-0, 13-14:6:1-0 an �ter 6�acing WEBS ..._ 2 X d SPF Std •ExcepY WgBS 1 Row �t rtuqPt s.�0 12-3 2 X q 3PF No.2 OTFiERS 2 X 6�PF 165CF 1,4� yyEpC3C laft: 2 x 8, Rlgnt: 2 x 6 �� REAC710N3 (Ibc/si�Bl 1a3445/0-5-8. l►=3445/0-5-e � �£CiTE� $ Va�� ►yla Up R 1s-35B(Ipsd caee 4). 8=358(IpaC caae Cj 0�� p CfHEP � � ./� Fqrtcrss reSP CM'lORD 1-2=-5809, a•'�°-5748, 34r�6B62� d-S=-6862. S-G�-g165, B-7�5749, 7•Sa.S809 ��C/�� /1 "* '• BOT CFiORO 6-9=4930, e•10=4930, 70.��=6862. 11-12=6882, 12-13=5185, 13-�4e5765,1415�930, 1•75■A930 �:,r1�'�� WEBS a•i5•�a8, 2-14=277, a-�M 3-1Z�2121, 4-12=714, 5-�2•0, 5-11=558, 5-9o=�2t13, e-�o=1472, 7-10=27�, 7-e��o3 � � NOTES . �) T�is eruea �as bsar+ deeipned for fha Wind lostls genaralctl by a0.0 m.p.h. winds b! �5,o feet ebove gioune le�e1, using 7.0 p.a.f. top . chorq aesa road and 10.0 p•s.f bonom ehora 4eea icad, 100.o m��e f�wn hurcican• oceanOne, � a category 1 enctcsea ewlainy, o( dimensions 5a.0 by 36.0 witA'expOSUre t(pBCE 7�8), Lumber In�xeaso = 1,33, Plate Incresse = 1.33, B� en4 veAioais are j eX �� . 1 nBroDy cel7ttY IABI IN�S pyn. SD�' 2) Eaxept as snv� �ow� 'speai�l sonneo4on(6) reQuinmd �o wpport co�ecnt�ttd hstl(s). Oesign d eonnetlion(s) re tlel�ated to �he (iciflo� oI repel7 �1�5 D�Apaz� Dy bunaing oesigncr. me or under my aicect suPe"�� 3) Proade seequate drainage to ptevent wa1cY ponaln9. and that t 8R1 dU1y Ragts(o�e0 P1o• 4) This truss hps Deen desi9nad tor e i 0.0 p.s.f. bottvm ctwrd live letitl nonao►�currem with atry othe► iNe Ioads pw Table Na � s.g, ��,ss�onal Cnp��M� under the 18ws ot uec.s4 �• ,�s trurs }�ua Laan a�•eign�! w��h AIVSI� PI t•1485 crilena 4 �'� '� �� I I IOAD CASE(5) 1 � lumbtr Increene=i.15, Piste Increase=1.15 i Uniform Loads (Ibs per fl) ��N� �' � � V�:q.�s-9p.p. 2-3=54,0, 3-4=-154.0, aSe-154.�, 5-�-154.0, 9�7■.94.0, 7-8=-94.0, 6-9��.0, 9-10=50.0, 1o.71R.180.0. N�. 16�aa � 11.�2=-130.0. 12.13■-130.0. 13•�4tl.730.0. 1A-13=-50�0, �-�5=•50.0 DAT��,,.�-+�-�� Concentratad �oaoo jlbs) � ...... I Vert:1=-178,3, 3■�0.0, e=-830.0, 8x.176.8 awd F�M �8 O!►TJ� ANO R6'� Bm6 8L"IO�' 1l�. ��ww. Al�i{R1m'�r1 • W�{/U �eal� F°'��+ slsn �own. ard Y ta an weMd.wt bulh�Np ea�C°^°^� lo Es .�� Dssipn w�d ar ws only �r�ll MA�R ra+nsc�as. i1d► aeapn a o�d onN W�� P�^ ti��a ana eoe.a vo.�+�N. �►vdlood�v o► a�lan Doiom�ren ona pow� Ywavpa�ten a m�ponen� r�.�Y ei �wia�rw d - net 1we OaIQAO�. lIGCR10 7�WI k 101 IOialdl WDDoA d Y14NIOYOI Web T9111O�It OfIM. �OaIIbIW) ��M1OaOry WCO�'�O t0 klsYl� �I�10YM� WIIM19 Oof1�11YCfID1� I� 1AA �eipons�Y ot ilw e��or. �CaNh�al oe�man.n� p�aNnv e/ �hs ow�ol shu�lws k 1M ��N ol tl�s W�aln9 ARIOnet. W� psnsiW Wponae ��dMO w4dm�b�. Qua�Y oonud slacqe. aeRw�y. aeana� ned b�oclno, caadl ost-as auotlly sfanea�a. D8�.60 �roelnp ip.o�llor► ana MIM91 MiTek . . _ . . . -- -•-- ^'_._ �-....-_ ..o n•n�..«r, rn� una�an. w� asy14. FRO� : ENC�MM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:49PM P3 �,bp � Trugs I Trusa Type �ty . Ply •_ I ; 80066a I H2 T � ROOF TRUSS ` 1 i OSIIN IUMaER (ENCOMM) ��gg%�� P a M Tfuss 3.3T S PCD � o�997 MTek I�OUSt��es, Inc. Tue Sep 22 13:14:23 1998 Page i � r �-,aa : 3�au f �-a-s i +a-o.c � ��.+�+o { 2a�a.._._, � zaa-o �zsse { �.��9 3.ia1a 31ae �610 4-bto &i�s s1aY1 i-ta9 I 1 CAUTION: Do not 4 � s �; �� 4 � _ erect truss backward. 3 4 5 e.�� . I � y azs , a 6 I � ' — 13 12 11 14 g B . � 2z4 II 4x7 = 3x10 = 7x8 = 2x4 u 7 Sx6 = 3x4 = Tx10 Z 3.70.14 7•8.8 12.�0 1P.1d10 31a7� 3ta8 `�10 dG�O g.�d8 8-1aY PlateOtfSels (X,`I): (1:0-0-O.p•2-5�, I3:0-1-1a.G•1•72j, I5:0-2A.0-1•72�, �7:0-3-6.0-1•O], (9:0•0-0,0-5-q) LoAOINa (p� srnclNG a•0-o csl bBFL (n) (�) Vdefl PL�►T6s GRiP , T�,4 d0.0 Platas I��e 1.15 TC 0,6a VcR(LL) 0.20 10/9 999 M20(20qe) 197h90 ' TCDL 7.o LumDer In�f�sse 7.15 BC O.S2 VeR(�L) o,2S ias 899 � g� 0.0 Rsp Skess Incr NO WB 0.76 HOrSC�I 0.09 7 N8 � ,v.o c�,e� ueo-� Min ��n i �� aen ; 3so Weiptd: 709 Qt�I �uMe� ew►clNo Tpp GFiORp 2 X 4 5PF Pb.� •Cxcapt' TOP CHORD Sheathed or 1� rn eente� PuAln speaine. 3-5 2 X C SPF 1 fi50F 1.5E BoT CHORD Rigid ce�Ting Clfeotfy PPP�d, o� 10-11:&9-0, 9•10:6-3-0, e-s:83A, f•8;63•0, BOT GiORG 2 X B SPF 1850F'I.SE 1-73:63�0, 72-'13;B-3-o, 11-12:6J-o on eenter braGng. WEg,g •. . 2 x a sPF 5to "�ccept' 5JaX4SPFNe.2 OT1aER3 2 X 4 3PF 6td wEOGE Rlgnc: a x 4 ieracnonia �i�size) ��ayro-�-s, 7=s,a>m�s-s Ma� HorE �•_i 29(load Case 2) Mas Up11R '1=-200(lo•�d Case I). T=-318(Wad case 4) � FO� CBS ( T6P CNORD 1-2=-3658, 2•3c•3157. 3•4�-3TS2. 4-5=37SZ, S.�A617, e-7=�3393 84T. CHORD 7-8=a633, e-�4633, 9•10=4126, 7p.7��1829. 11-12�282�, 1Z-13=2979. 1.�3�2976 W� Z-�3F76, 2-12�-7y7, 3-12=17'I. S•�0=1256, 410n-41/, 5-1�-504, 5-�9d�007, 6-9=-567. 8-8=599 I NOTEB ' ; 1) TMiy Musa �as becn ees►gned tor the wlna loads genetalW Dy 90.0 mp.h. winda et 15.0 foet a6ove g►eund level, using 1.0 p.�.0 top ! cnord deatl bad and 10 0 p.s.f Cottom ct�ord deed I�d, 100.p miles from hurtkt��e ��ne, on a categey I enelosad bui'Iding, of • � hereD t � dime�erons 54.0 by 36.0 with e%pcs+ue C(ASCE 7-93). Lumbsf IAwesse � 7.33, Plblc 111C�eese = 1.33. Both e� �Ricais are r ert� y rnat tnts aan lpb�1• ��. fication or report was praparea oy 2) ExGept es ahovm below. special con�acpon(s) required to suPPort conc�nlra�f road(s). Design a connecuon(sj is delegat� [o the . nfe pr unpar my tlifett SupeN)siOn buuaing esaigner. d�a tA�i i am dWy R�gis�ered Pro a) arov�ae aoequacs dratr�pe w preveR! water pondinp. lessiona! Enp�Raer q�dpr tAe lar►s of a) This Uuss nas �een desi�n� tor e � 0.0 p.s.E �m rnord live Io.�a nor�concurrent W+th eny otner liva loada per reb�e No. 1 B-B, 1�9 5t8le ol ARItlne9otp, u�-94. ,�+ ' s� mis vuss nas eeen aesig�ea witn ANSi�i i-i a05 eritari�. . � C_ )� � �� Wr f , LPAD CAS�(5) Sr � 7) LumDe� Inorease■�.t3, Plata I�oreeae=1.15 DA ��a E�� A VNtocm Loads (Ibs Per rt) f � Vsft:1-2=•94.0, 2-3=50.0. 3.4=-94.0. 4.3=•94.0.5-8�-94.0.6J�-94.0.7-8=-20.0.8•9$-N�.O. 9-1�•Yd�O,'10-11�-20.0. N�. 1�$,� j 19-12=-24.0, 12-1�-Z0,0. 1•13=20.0 '• GoncenUated Lo�dds (�bs) �""' ��'�*��i veK:�s.t76.3, 7= 8=•523.0, 9 and RRAI� 1�►Ol's8 OM T� Alir� RCVS/�S6 Sms H6!'� �. �� A • v � �� ameteU Mp�rn, and it fe� M�� MCIf10 4�D�111 lo D� Dasb� VCPO b� Yr a11M •�p�+ Mflet oon�Mela.. TIK dsW� b toswd e�JV YDon pa ristobd a�d ieoeso v�A�N. �►DD�p�� o14odOn oowm.t.K anC pwpa 1�ICaolbn d r�lDOnwni 4 resC��IA�Y ol Du11�7tiG dscb��I • Iw� Nw � deri7�o�. MadnQ stfoWn k(a Ivfdol �uppotl of tf4Wi4�1 wsD momhM+ WVy. AddMbnel nmi�ay Meulnsf to M�s daD141Y o�IIrW ea�dn+c�lon 4 ths iesDonr+Dllly ol �As eieelo►. wddMlonol P+�maneM p�0 0l �Iw o.sa� nwelwe Y 1M �e�sblNW ef �h. euMdlnD desbns�. Fa Cene�el � Nlaa�; MiTek .�.,�a��.,, v,mr:ouen. ouaMv ea►ud �la�+, aetw�Y. aecllon ana aact!w• aa+wA osr.es euaer �onda�. esr-io rroa4w ap+enea+�w+� a ... . . . _._...... _..._ .._.�__ �..� �ss,� FROM : ENGOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:49PM P4 I JoD Truss ~ Truss Type �Y P�Y ^ gOp66q H3 ROOF TRUSS 7 1 OSIIN LUMBER (ENCONO�� JC95726 P& M Truss �� 3.3T c Dec.�7 199fi MiTek Induslries. Inc. Thu Sep 21 13:16�581998 Page 1 -1•1P$ 4•311 8-7� 12�-0 16-d12 �S10-q 1-1C-B 431t 1-39 gp.p 4-Sa �12 a,ca � s�ca � 6x�4 = 3 4 5 6.00 r2 � 1x4 . 2 o . � � � . v � 0 g g 7 6 � 3x8 = 3Y5 = . 9 ac4 I1 • dYS= �- � . 5-7-♦ ' h 16-to-8 . 1b10�a . b7j i34 16i �. o�r� oc,�: n�.a �oADING (Psn SPACING 2-0-o esl pEFL Gn) (loc) Vda11 �a�� 197/190 � 7dy ap,p plA�esh,erease 1_15 TC o.45 Van(l.l.) O.Z3 9B � TCDL 7:0 LumbeP Increase 1.15 BC o.63 VeA(Tla 0.33 �iB 597 gCi,� O.tl Rap Stroes Iner 1�S WB O.a9 Horz(iW -0.01 5 Na BCOL 10.G Cada UBG:i4 (Malrix) Min Lenglh / Ll deil � 360 Wo�h�' � A�+S) LUMBER • BRACING TOP CHORD 2 X� SPF No.2 TOP CHORD sheathed or 311-3 an center purtin sp�elnp, BoT tHORO 2 X� SPF No.2 eu�pt ond vani�als. yv�8s 2 X 3 SPF Slud `Ese.pY 90T CHOR� Rigid aMlinp direclly aPpiied, or 1•9.Yr3o, 8 7��s�0. 9�7�3�0 58 2 X 4 SPF sld, s7 z X 4 SPF s�d on aen�ar braoing OTHERS 2 X� SPF SW WEBS 7 Row al tTlidpt 47 WEpG� l.elt: 2 X 1 R�►crioNS �slz�.) � s.--a��ba.s Maoc HorL 1=437Qoad caae 9) Ma�c UpINt 1�8(load c,se a). 5=9s(laad case � / Mas VeA 1=71�(�d case �� 5m93g(�md aace � FORCES TOP CH�RD 7-2=-t9B9, 2-3^-7D86. 34�-S�S3, �5a-19Z, b4�-12 SOT CHORD �7�2. �•�737. b�737. 1-8�1194 WEBS 2-9=-39�, 3-�t92� 4-�=212, s-7=-858. 57=775 1 �E: eD te �l tA y n. Y ar�ms p►an, spec • . • (ica;ipn or report was rrepar� D NOTi'is e ' me or unoer my ai;ocr s�pc,yisio 1) This Iruss has 6een ct�e�clred for unb.dwncad 14ddin oO11d1�Wtls VIfO!!� pllll 5. 2) This tru:e has baen dotigned (or Ihe wind loads 9anersled bq 90.0 m.ph winds al 15.0 (eel a6ove ground level, using 7.0 p.s.l. lop an� tt�a! I an CWr Registtre� � ahad daad lowd and 10.0 ps.f DoMom ehord dead load, 7aD,0 ►n11� f�om hurtiea�u ocoa�l{ne, on a cAtayory i a�� 1d�� CSSjona� En��neor un�8r the law. o ��sqns 5a.0 b�r 38.0 w�h �uro C(ASGE 7-97j. LumEer Inoreaw � t.34, Plate Incre�se = 1.39. Both end vsrlicwls are U1e $t�f M►r.�e� 3) Except shcMVn b�t�a+. epeoial connoction(s) required to supiwA eoncentrAled load(s) ovs�en�a connecuon�s� i� d�e�ied+e the � I b+,ilding designer. • � A) Pro•rido adaquate droinaya lo nra�en! water pondinp. S) This Iruss hss besn d�p�+ed fw a 10.o p.s.f. �nAom chord live bad nonconcurront wilh a�+y WAer live loads pe1' Ta��e No. 168. S��' ��R uec-ee. DATE 6) This was Aas bwn deslpned wilA ANS�PI 1-1995 c7ilaflq. N�. 18.'{�1,� �--•"�.-.,� LOAD CASE(5) Standa�d n� dwd RZ� ]�OliB oAlf 7�B /INP R��AB�' 8�A6 86loFi tJA�. �� A►IwR11�1td - Y*.�(/y d�l�w P°�� Dstqn .ard b1 1q� w�l �rN� MR�k ew�rvelwe 11M OwrOn 6 lsf�W onN �A D'�sro�r I1v��1. ond Ir ip n� In�0uo1 bu�ellnp oeTP�nl lo Es Ins�aeo ond bm.d .raAlraN, nPV��v o1 ewlp� Fsuernstsn 4ncl Popsr t�Darnlon d oomDOewnt A��ntlblMll oi DuWlnO �vne� - nel Nw , a�q�Q�. aoano �• ti�w a�.•a .�a or w�a�new� W.s m.mo.R «�v Ad4piofKN IemG0101Y DIOCInO lo Inau�A i16b�lY OYeY�O ao�Sl�vClb11 M t►M ies0��N1Y �f IAs slecla. nddl►xal DNmansnt bodno oi IAs ewwl Mwaturo k IM ie.DotMmY ol fAs dulWlnO �Oror. Wi Osfwiat Cumnas �eqe�dlnq WCl�lla�, quaNY �4d pdaq�, Oe��Y� e��cllon w+d bactq. eorodl OiT-a� Cuollry a��. Dst-OV �roeM+C 6n�M1ee11w�. akl Nl�•ot M iTek .. ._ ..�.-- --, _---'--'r___�wr�...,..�,ihw M.�,.n rnr.s vloh, helhuls. 6d9 0'OroNb D�M. Modtran. WI Ss71C. FROM : ENGOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:50PM P5 • .lop I Truss __... ..___ Truss Type _..-.,_—�...... Oh' ph' 800864 H4 RC�QF 7RU55 � 1 OSLIfV IUMBER (ENGOMM) J495727 p M russ 3.3T s Fcb 14 199 MiTek Induscries, Inc. ue ep g2 1q:0 : 1 Page � -t-ta9 „�, 5,9.11 � ta7.4 t4-ot� 16-1a8 r '�� - 1.id8 r-311 S3a 938 2-572 ! az7 = axa = ( 3 4 � T s.00 �2 4 5 + . 3x4 5 ' 0 2 � � � , � 4= .oI � � � 10 9 8 7 6 � � Sx5 � Zxa I � 3x5 = 3x8 = 11 3xa = � 2x4 I I � sa-�� i ±oa._ . –� �•.a�2 _. W , t��oa � 5371 63.9 346 2-f�11 �oc� oTrssecs (x,v�: (�:o-o�.c-i-n1 �;o.s.a,o.�.�s�� t5:o-�-e,oa-s� IOAbIN6 (ps� SPACING ZA.O C51 DEFL (in) (IoC) I/tlefl PLATES GRIP TC�L 40.0 Ptates Inc�ease 1.15 TC �.51 VeA(LL) O,OS 10I9 999 MZO(20q�j 187M90 TGDL 7.0 Lumber IncYease 1.15 9C 4,42 V�t(TU 0.08 10�9 998 � ' gp�l. O.e Rcp Slrass �fxA YES WB o.e0 Hon.(fL) 0.01 5 r✓a BCDL 10,0 Code UBGS4 (Ma�AXy Mln �.engM / I,t, dH1= 360 We�gM; 73 (lpf) LUMBGR BRACINa TOP GHO�D � X a SP� No.z 7oP CHORO sheathefl a 9Ss on cente� pullin sAaain9, �OT CHORD 2 X 4 SPF No.2 except end vellicals. yyE6$ � X 3 SPF �^tud 60T CHORD RIglO ceWhg C3reciy appUed, or �.70:8.3.t�, 9.10�BS.0, BA:8.3.0, 7.8:6.SA, oTMERS 2 X d SPF Std 'Except' B•7:B-3�0 on center braeing. BL1 2 X A SP� No.2 W�OGE Left: 2 X 4 REACT{ONS (Ibs/siZe) 1�1108l0-5-8, 5=931/03-8 Ma% FIo2 1■044(Ipad oase 3) Max Uplilt 1e•a9(lomd rase 4), 5=48(load �se 4) ' FORCES �P CF{pRD 1•Z�•�498, 2-3=-848, 3-4=-�37, 4-5=•453, 8-6@ZQ 80T CMORO B-7�1, T-8=635, 8-�Ya77, 9•70d1277, 1.10=1217 WEBS 2-1Q=��3, 2•8s.�66, 3-8�4�6, 3-7=-831, 4-7==101. 5•7�708 NOTES 1) Tn� Wes hae been ohsekod for vhb,�anesa IosCMg conaltio�x eCout joinls 4 and 3. 2) "�'ws Vuss has Ceen aesiQned for the vuind loads gsneratecl by 90.0 m,P.n. wlndm e� �$.0 fere seave ground ksvel, usir�g 7.0 p.s.L cop . chord aesd load and 10.0 p.s.t bottorrt chord de�4 W80, �p0,p mfles from hu►ricane aoeaNine, on a catepory 1 sndosed buiWing, of - � dimerwions 54.0 by 36.0 With exposu►e C(ASC6 7.93). LumDer I►�ef0aza = 1.33, PIalO I�af6as0 = 7.33. BotN Mtl �oRitals afe I . exvvsee, • 1 AeraDy cen;ry tna! !n�s p�an. spen- � 3) ProwCe adequate drasr+aQe to prsverll walef ponding. 'ficalron or re � d) This Vuss has been designad fot a 10,0 p,a�, bottom �ord live load nonconcurcent with any other liw loatls pc� TBble No. 18.8 iro'7 xas �nuareu Dy ��,� me or unCSr my direct superyision ( 6) This twss l,a� bcen dcsignetl with ANSUTPI 1•i�e5 on[erFa. a�d tnal � dm e�ly aegisferea oro. las:i�aal en�.neer u�?�er the law� o� � �OAD CASE(8) SlbYxiBrd t�e SIa1:• ot M�nn�so;a. r � �/� �r�� ' V�� !ra OATE NO 169l.9 t ��_,� �,...W...�_�–_,....�. +�.. ��..,.�..a,�–��....r.rwr� A WAR�►a►a - �rr(�/ drdyr. �rw�+e.rs ans RRM Xo�EB a�1f !'!aB AIYa RRvER96 �� Bil+OA61l8�'. �'�m I DsUyIR Veb ior ufs wrll W�� MRsk oonn.olas Thb dsflDn � Aa�s4 onN Wo� V�1Gmdes �hoW1f� ana Y fel � MdNqual DuNOkW evmC�pnl l0 4� �� kvuo�oa en4 Imtlea vselleaN. APC��Y °� dedOn Daam•►o� and p�opsn c�aNao�bn ol eemGOn�m h �vspon.6l�r of Gu�llnq Eestpner - nel Y�.ra • as�lpne�. brackp �Abrm It Iq bts�al wppv�t ot YdNlGUOI w�D memCws oMp A4ia�be�W lempoiory Wxkq �o M�sure aaWAY 4M�NV ew��volbn b 1M �e�po��pMY ot IAs sroelq. AQOIIWfw� G�Manenl DfoeNp d 11M orerd d�uafW�i t Ms 1� of �n� W�d►W deslDnee. Foi ysns�d qYklanCe �aoo�ax,o ae�eanen, cualNr oo�+h� .�e�as�s� detl�N. ale�lbh ond D1od1r0 c«sull OiT.ee ou�y aaname� D840V i�oolnp Si�allfo011w� old NN •4t MiTek .."�..-- �._�w_ �. r�� e��.��......w.�. nrrn T��re Olnu YwMU1�.569 D'Oro�b Dd�e. MOdMoR. W149719. � FROM : ENGOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:51PM P6 !Jop Truss ......-, TrussType «,,..,. Qry .. _.r..._.._.....�. I � eooeea H5 ROOF TRU55 1 1 OSLIN IUMBER (ENCOMM) �a9572e � p& M TN§5 } 3.3T s eb 14 1997 MiTvk Industncs, Inc. Tuc Scp 22 14: : 1 1 6 Pape 1 � • - � -�-�as �,,.,, i ii-»-� i�-s+�,a ,e-�s � �*� � �ss.a_� I 1-1�-b `v�11-11 S1t.9 0.&! 5�11•B &i1-71 1-10-0 � � j 4X7 = i 4xa = 3 4 ! f 6.00 12 , I 3x4. 3x4 . 2 5 n • w 4I Ia � 11 10 9 B 7 g . I 5 � � Zc4 I I 3x4 = 3X8 = 2Y4 ! I r� = I � I ' . � �„ s.tt,tt t +�•��a �ae.�3 ta.e.s I ��`'� i 511-1t 5�11� a9.s 571-9 !ltf-tt Aece orrse�s pc,�: (t;aoa,ai�]� (a:o.z-a,a�-�2�. ts:o-o-�.o-�s� I LOADIN4S (psn SPACINQ 2-0-0 Csl DEFL (in) (bc) Udall PLATFS GRIP TCLL 40,0 Plates Incrcase 1.15 TC o.81 Ver((LL) 0.13 9/8 �ss Mao�ZGga) 1Y!/180 TCO� 7.o LumDer Increase 1.15 BC 0.66 Vert[R) o.1a B!7 998 " BCLt, o.o Rep Stre�s Inor YES WB 0. NoR(TL) 0.07 6 Na ec� 70.o coce usc.�a Mln Length / LL 4en • 3eo wei�nt: ea (�) LUMHER 6RACiNO 70P CHORD 2 X 4 5PF No,Z TQP CM�Rp 3neat�ed or 2-d•13 on certter purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rtqid oeifMlp QiflGtly apA�ea, Or 10A0-00 on oenter Drecirp. �s�xpC WEBS 2 X 3 SPF Stud 9-10;6-3-0, �-'11�8•3•0, 7M11:6-3�0. OTN£RS -- Z X 4 SPF 3td WEDGE Left: 2 X 4, Right: 2 X 4 j REACTIONS pbsrslze) 1=1556/0-5-e, 6=1330/D•S•8 Max HorZ 'In188poad case 3) Max Uplift 'I=107(lom0 ease 4), 6=-107(load case 4) pORCES TOP CHORD 1-2�-2117, 2•3m•1485, 3-4=-1328, 4-5=•1485, S•6=-2177 BqT GHOR� 6-7=i836, 7•8=1836, B-�132s, 9-��ta98, '10•11=1636, 1-11=1836 V1�BS 2.19=117, 2-9s5B1. 3-9=348, 4.900, d.8�348, 5-8=581. 5-7=117 I pOTES i i) This truss tws been designed /or the wind Ivads Qenerolea ny eo.0 mp.h. windc at 15A feet above ground level, usmg 7.0 p.s.f, top � oi+ortl aea0lead and 10.0 p.F.l boKcm phao dead bad, 100.0 m�s (roH1 �url�cane oceaMM+e, on a Gale9ory I endosed builaing, d � Gjrt�nsi�ns 3a,o by 96.0 witn exposura G(ASGE 7-931. LumDe► Increaae � 1.33, Plate Inuease = 1.33. Both end verticais a�rs , � e�d• • 2) Provide adequafe q�slnepe to provenl waix ponding. � 3) This truse nas been desiflncd to/ � � 0.0 p,s,L Coftom chord Cne load nohtonculfMl �Yfl any olher ti�: loed.a per TeDle Na � 6.6, I uBG9a , • • 1 nl�cby certity IAat tt►ig D�an. spac�' 4) Thie uuss has Das�+ dexigned witA aNSU1'pl �.1995 crite�ia. IiCAtion o� r�peK wb5 p(lpafEO Dy me or an0e: my direcl superv:slon I �oAD cASE(5) SlanOarC 0no thal � am Auly Reqsslert0 Pro- � fess�ona; E�Q::+Qat J^:or tho ►�ws of � 1he St�ic ol Minnebota. � r/..✓ �� oAreSEP �2 4 1�� , 01Pwtermra - Y�rilY ��+ 7�*�+ a�a RadD �IDlas au� tB19 A1�D Fsvmt�'� 86RARE �. ' '�� . Deeqn van0 w� �ss ony wM� Mifsk oonn«ciwR fhb dsfipn k Dawi4 onh �P� C��►etss dw�rn� ona Y 1a an 1n4Mdvd bulde,p eamDonsn� �o b� �� hslaba onC loodod vaMlm�r. nDO�aDN1Y of dos�0� Pdame��n and pap�� mpdolbn w oon�Da+�� M iwDo+wDMN ot bulldY�p desl�er - ne� nu� avs4nm. l�acin4 dwwe M la Whrd supDon ol YWNk�+d web memDsn oMy. woallbnol tampor� backp lo bw� qaC�eY autirp aanAiuvtbn b the �e�oa+�alv a trw �roala. 44QMIonal vs�man�N naeNq et �As evsroA nrocture t tne �etperw�y ol 1ns bulpino 4v++Cne�. ro� Qenwat qu�aaiwe �apwarro bD�watbn. QuaMy conno! staope, a.�n. «duen ann wo�r+4. �on.uA oe�•m c„ao�r stmdaru. es�.w uaurw sv�m�wna�. ont Nu.vt � iTO�1'� FROM : ENGOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:51PM P7 . ,__� r.,..___ Job , Tr�ss 7r�ss Type pty Py � 8o08Gq � HG ROOF TRl1SS 1 1 OSLIN LuMBER (ENCOMM) J�95729 P 8 M TrU3s �� 3 3T a Feb 1q 1997 M?eK Irldustnes, Inc. Tue $ep 22 14:�6:37 7898 Page 1 I I -t-ta, � 4��_f� � �1�-• } 14-8�12 t3�-5 24�b0 26�8-0 � t•748 d-71-71 411-9 41A �� `t1-9 s�t_tt t.1D.a � � axe � ax� _ 3 4 B_0o(11 1Y0 � tft4 � 2 S � Q � � � 9 e 7 5 � _ 3z4 = 9xa � � � 9Y8 � I ' ¢1 t•� ++��z zae.o 4„_a a.e.e a�t-� � �� onsetx (x,v�: ��:o-o-o.c-�-s�, la:a2a �a:o-0-y.ai�� oADIN6 (ps� SPACINCi 2-0-o cSl DEFL (h+) (bo) Utlsfl PLA7�s aRIP Td,� 40.0 PIe1e$ �nc�ease 1,13 TC O.Y1 VeR(LL) 0.37 8/8 7a3 taao�ao9a� 1971'190 TCOI 7.0 LuIMBf IrlCrease 1.15 8C 0.80 VeR(TL) O.S3 7/6 $d9 � 6Cy.l O.O Rep Stress Ina Y�8 Vy9 D,95 Ho2(R) 0.0B 6 n/a BCOL 10,0 Codc UBC-9a Min Lengtn /{.L peq e 390 Weight: 91 (IDs) 4uMBr�x • a�aalNo TOP CHORp 2 X a SPF No,2 TOP GHORD S�eathed or 2-8•1$ on ceMe/ puflin spaGng. BOT CHORD 2 X A SPF 1850F 1.5E BdT CHORD Ftk�ld celiing dir�clty apptiad, or 10-00-00 on eer►ts� bfaoir�. Ek�eept: WEBS 2 X 3 SPF Stud 6•7;6•3-0, 7-9:6-3-0. O'fFfERS •• -. 2 X 4 SPF Sttl NlEpG� �.raJ�; 2 X 4, Rlghl: 2 X 4 I ItEAC710NS (laslsae) 1=7356l0-8-8, 6='1556i0-S-8 � MaX FbR 1=158(IoSd case 2) � Max Uplift 1=1o7fload aasa 4), 6=107(bad ease 4) RORCES• , 70P CHORD 1-2�-2092. 2-3=169g, 3-4�151�, q-5=-1698, 5-�-2092 BOTCMORD B.7=�802, 7.8=i5i9, e.9-i5i9, �-9»80Z W,E�BS 2-9=-323. 3-9=300, 8-g=0, 4-7=300. 5-7=323 I ' NoT�s 1) This Vuss h� oeen deslgned la tAe wind loaas peneratea by 90.0 m.P.�. wlnds at 1 g,0laet abovis ground level. using 7.0 p.e.f. t� dte�d dM�d laad and 10.� p.s.f bottom chord dead bad, 100.0 miles Gom hurtioane oceanGne, on n cateQory 1 erlclosetl build'mg, of tlimcer+sions 54.0 by 36.0 with exposure G(ASCE 7J3). Lumber Increase = 1.33, Plste Inerease = 1,39, Bot11 ailtl varticala are exposetl. . �) Pro��ida adoqwte drainage to preven[ water ponding. ' 9) This vuss has been Ceaigned for e i 0.0 p.s.l. boaom ehora live load nonconourccnt �wth arry olher Itue loads per 7aDte No. 16•8, UB � ° ' 1 qeteby tertl.y thAl t��s a � 4) This Vuss t�a� bean dlRignmd wit� ANSI/rPl 1-1985 etdetia. � pl q, syeq. �cuion or repoR was p'�epared py � LOYD CASE(S) &�andar�l mc or unGcr my eir,�c� s • . and fh�! I a:r� dl:y Pe1i^?Br�J Pro- tr.ss�onzi Er`:ne�,,r wrd �gws ol I • IAe S;ete ol Minnusota. i i I I • T HE , AQLER I ��r�.►to �Faoy . Ow.u�+m+►a - v.�iJY �� r��a.s .�,t Ra+w narss aur r�s w� itavs�ae ama ae�w�ee uar. �� . � pesqn volb 1a uY oM�r wMn Mrt.k am��neclon lnb ae�pn s Da�sa mib uDOn Daransis�a fawn. ond m la an IntlMdud 6uqokq comDa+ent �e es InstaYed ona baaW wfllcoNy. App�7oE8Ny ol dedpn paemebA OI�O popst kx:dpdallW� oT cw�ponslt) 111ospons�ly d Mi0dY1p deNpr�N • fwt tlue . Aosqnet. 8�aek�0 fbW� k ler ble►d �uppoA al IndMd�ol �reb MslnEsle oN�l. Ad�bnd MmDo�a1N aoe�0 to YqWS wODOIY eh1M0 �l��ualbn k Ilr iesoon�lY o� �A� a�la. Addpbi+al ps�mansnl e�xkq d Ihe o�a1 sfiuoiv� M Ilw ��V el Ihe �utlhp desipne�. fe� psns�al Qyldonoe �eqoidlnq fob�loolbn. quoNy oonuo4 sraaP, 4eMwry, NOdbn ana braeY+9. mnauN Cst.es aueuy stanaaie� 64bsV tmeN+o 8poMlce�lon. ana XU-ot M iTe.�k �_'��. �..��w+.� �... r�.� �...rnn.�vi.dM n�IM,fJ. ��an Lus qwt. tn�nu��. 6es C'Orwbb brlw. Mad�on. WI S'l719. FROM : ENGOMM MIDWEST LLC PHONE N0. : 61268969B1 Dec. 10 1998 05:52PM P8 ._ � � _ � Job • Truss 7�u::s Type pry Py ' 800864 ' H7 �^ R�_TRIJSS 1 1 OSIIN LUMBER (ENCOMM) J495730 ; P& M Truss 3.3T s Fep 1q 19g7 MTek Induslries, Inc. Tue Sep 22 14:06:421998 Ppge 1 I ' ' ; -�-�aa ��i-i� �•��.a ,aa-o is.�+a aas-s �a-e.o za.e.a � 1.10.8 Y11.11 3-17-9 d-�-72 4472 311,8 371-11 1.10.8 I 4x4 = . 9x4 � 4x4 = I ' 3 4 5 � 8,00 � � ' , 1%4� • 1�1 2 g • 8 ' r Y � ' � � I �� 5 � - sxg� �- 5�� i I I � � �-11-A � fE.B-12 � 24•0-Q . -� 7-N-4 . ss.a y_��_d , f P{ate OHsms (X,Y): [1:0.0-0,0-1-5L �:o.o-�,o.�.sJ IoAOING (p�q SPACING 2-0� csl DEFL (in) (bc) I/defl PLA7'E� GRIP TCLI 40.0 Platea Increase 1,�5 TG O.Si Ve�((LL) 0,28 10/9 999 M�OGZ�4a) 197N90 TCDL 7.0 Lumber Inor�ase 1.15 BC 4.94 Vert(TL) 0.40 10/9 719 , 8cl.l 0,o Rop Slr�c Iner 7ES WB 0.36 Mot2(R) 0.07 7 nla BCDL 10.0 C'oae u�G84 Mln �engit+ / LL Oetl = S60 Welgtit; 8'1 (Ibam) IUMB�k BRACING � TOP CHORD 2 X 0 8PR No.2 TOP CMbF�D SlleatFtetl Or 2-1�-9 on center puNn spaW�g. � BOT CHORD 2 X 4 SPF No.2 BOT CHORO Rigia celtfng OMeeNy appfiod, a 8-9:6-9.D, 7-8;6.3.0, 1-10te�-0, 9-10:63-0 WEBS 2 X 3 SPF Stutl on center brapng. OTFiERS __ 2 X 4 SPF Sts! 1NEDGE Left: 2 X 4, RIDht: 2 X 4 REACTIONffi pbs/size) 1=1556/0-5�8, 7=1556/0-5-e Msx Ho2 1=-134(laad casa 2) Max Uplift 7..107(loed esse 4�, 7:.�p7flppd � 4) FORCE5 TOP Ci-IORD 1-2=-2119, 2-5�-1884, 3-4z1693, 4-5=-1653, 5-G=-169d, 6.7=-2�5g BOT CH�R� 7•8=1838, 8.9=190�, 9.10=1801, 1.10=t839 V�BS 2-10=168, 3-10=451, 4•10=-281,1-8=291, 5-8=C51, 6-8=-168 NOTE4 1) Th�s truss has baen desiyrred for the wind bads generated by 90.D m.p.h. wlnds a115,0 (csl abwe growd level, uaFng 7,0 D.s.f. top i chorG daaC load antl �0.0 p.a.l Dottom chore aeeo load, �00.0 milqeg hprr� hurricane oaeanline, on e aalepory I snele�� Duildi�g, o! ' dimensWns 54.0 by 38.0 v�fih exposure C(ASCE 7•83). LumDer Incr� a y.33, Piate Increase = 1.33. Both entl veR�ls a�A exposed. � 2j Prowde adepvate drainage lo plevent water ponding. • � 3) This huss r�c been ciesipnea for a � b.0 p.s.t doKam chard Wa load nonconcwrren[ witn any etner lik laaas p�r TaWe No. 16-8 � ncreay cernty ma� !��s �an sp�c�• ueC•9a. , lication ar rapert aAS ars }iarao Dy � 4) Tnis truss nac bven d�igned wim AN51/TPI i•isp5 crite►�s � me or u�Gcr my direc, su�en;:sbn and ina! � �,m duly A.a �:>• ( LOOD CASE(S) swnda�d lessianai Enpin3er ur:." :r Ina I��.r oc tna s:atE oi A1��:ncsc��. � I ST . GDL�R ~ �1 N� 1f+JQ;f ��r��' I . A WAR�Y�IO - Y� �r� >arwrrF� aed RiAD 7�Dl�8 O!f 77'� AND MYiR96 �D6 8�1R6 USd'. �• Pas4� •alld br Ws e1M! WIIH MRst aennectas lflti Q��IQH M COiCO °fiM YPa1 DORN11O1�1� �WY'/1. �IIW M fal al FIONKIYW DYIIdY10 COIIIDOIIOfII 10 Lb ' �� ioasa one �000va wnbarr A�c��y �t a� me�natsm ana w� �aoa�,i� a e�m�ens�� k reeoon�any � e„rerw oe,b�.► • �o� nuw d�tlpnet. Moclnp 1►aWn A(cl hldd n�pon 4� tidMlduol Web malnhsl� enly_ Addtbnd �amporory lraolep le bsua daeisy 4WM�q ce�Ml�uqbn k Ihs ie.von�ro�arr d��+ ��.a�w A4dMbf1W P�6nMf WticNQ Of IM Oveq� dltCl{Iti � IM le�oll�ll�/ 01 Ihs bUMJY1p C{iYC�y�. po� qsnwa qu�aon« ieyordkp hClbo�bn. Quq�tV ca+ua ��aope. aewery, «ecdon ana aacfno, corrun caASS OuaNr aanaa�a. Dri.bO uoeLg ap.osbollc�. and NI�-vt � 1 �� wamwn Ine�a�nn ona �roelne e.eon�m�ewmbn avallaola lram A� vbM hnt�w•.4g80'o�ubb n�1�e. Ma�non, wt 6sf1o, FROM : ENCDMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:52PM P9 ' JoD �ss Truss Typ� �, P � y 800864 i �� ROOF TRUSS 4 i oSIIN LUMBER (ENCOMM) �a9573� i P & M 7ruSS '" • i 3.3T s Feb � 4'i997 MiTek Indus�nea, t�e. Tue Sep 22 � a:06:45 1996 P�pe 1 I • . ; � -�-�� -�a�s �-��-� 1.�d8 f.�a�y O�a5 1 1 ( I 6.01 12 � • � Q , � � � � I r I � � ti � O � t , . I � 1 3 � 3x4 = I ' 7-1415 1.va � � 1.74�0 6P5 I ' � PlateOflsets(X,Y): (�;0•0.0,0.Z4) LoACING (psq SPOGNO 2�0-0 CSI DEFL (InJ (lot) Udel! PLATE3 GRIP TC�L Q0.0 Platas Increase 1.15 TC 0.47 Vart(L4) 0.00 9B 999 M2D(i0ga) 197h90 ; TCOL f.o Lumberlrxxease �.tS BC 0.03 VM(R.) 0.00 1/9 9g9 I aG.l 0.0 Rep 3tress Incx Y�S WB 0.0o Horz(iL) -o,p0 2 r✓a � � BCDI. 10A Code UBC-91 (M�trix) MM LMyth / LL deft = 36a Welght: 7(Ibs) WMBER BRqcIN6 TbP CMORD 2 X 4 SPF No.2 " TO� CMOR� Sheathdtl ot B-04 on oen�pt pu/fx1 cpac(ng. BGT CF�IORG Z� 4 SPF Na2 BOT CHORD Rlgld ceUing cflrcctly applied, or �O•pp•00 on cenler bredng, I o11-IERS 2 X 4 SPF Std WEDGE __ Left; Z X 4 I REACTIONS (ICs/eize) i�g9/p•S•B. 9=�6/0-7-8.2=76/O-1-B � M�c Horz 1=-88(loaa case 5) � Max uviirt i=azpoad oase 3) �-39(load pase 3) , Mstt Ven i=zes�ioad case ��, �a��ioea �ese 7) 2=76(foad case 1) I FtlRc�s TOP CHORO 1-2=-46 �T Ch�10RD 1 � I / ( N07Es � 1) Tnis Vu�s 11ps Ocen d�eckeC tor unDelenced badj�7g co�djtiwis about Joi�t 2. I 2) This lruss has �een aesigned lor l�c wind bads generatea qy 90,0 m.D-h. winCe at 16,p fes! above grouna le�el, usinfl 7.0 p.e.f. top cAerd dcad load arW 10,o p,f,f Ddtom c�oM desA bad, t00.o milta from Awricane oceanline, vn a cetegory 1 sncloaea buqdiny, of d3mens�na 5a.o py 3s.0 with expoaure C(ASCE 7•93). �umber hwsase = 1.33, PIa14 Inersase � � 7,33. Both en0 veRicala ate Cxposed. I 3) 7Ms Iruss 11as been deaigned for $10.0 p.s.L bottom eRord dve Msd no�xionounent wleh any othsr tive loads per 7ablc No. 18-8, UBC•84, i 4) This truss nas Deen d�signed witA AN51/rOl 1-t 99S cfdsria. . • � 1 . • I 40AD CASE(5) Stanasrd � � .1 ngreby c�nity 1na1 tA�s pidn, speG• � 11C8ii0n or repcn was proparoa pr ; R;e or t,nder my dircc[ �u�:vision a�� Iha� 1 am, rlu!y F:;iS�e:ed prw �c�as�?:•ne� Cr,�;�,� :or unuar lno laks cl � i � b";o1c t ''�n u..ta. rw � ' S N .. BLEA i � •' OAT$ Nq��,�QBI� i : --- ��---��-�_•..,.+� OWA1L1�ro - Vir� ardjw �as�rt�r+ o+�d AS�ID Nvlss oXT�B M►D Fi9iIRSS 8� D�/aWa v9�. �� Deslpn �aYd bl ur enlr �rNA MB�k 4��+otan. iMe MYpn k OarO e1W YWn (5e�vnalon M�wn. ond Y let oh LdMd�ol 6rYahp eqnD��t ro 04 �� MIWaO anO boASO venNeN�. AOO��ENIr d dadpn po�ametas a�A Wopei IrwaOaolfon d�am�pqrrnt Y ��pon�ry d OuYdlrp Pvip�N - nel Uws Cssqnsl. &acMW Yqri� Y fo kaferd �upCwA d InONqu41 w�D m�mWn oNV. �ddUbnal lemRMtf1Y boc�nO b NtWS OaE�lr GvunO �ffdnlelbh k IM �etpon+laqtr of tAs siecla. AddMbnd pe�manertt E�ve�iq of Iha o�q�p� sNYetul� Y 1M ieiOw��iry ot IM W+6�1Mq tlwlp��. Fei Oenmd qYMdatws �pa�OM�O IoO11oC11oH. QuaNV eonNOL NdOps, tle0vsry. aeelbn a�C E+PNna. eoHHlll Qii-00 O�oN► ilwdw0. �940Y �1OCM�0 sD�eWeaMv�. anQ Nli-Yl � NenalNq 4rbltinp aM �rmMS Y.oan.m�ddlon pyabbl� 4om iiwt RaM hdllute.68a D'Orohb Ddrs. MaqYn�, W16i719. ■ K FROM � ENCOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:53PM P10 �.�e4 i Truss •' Truss Type � pN �, OOOF184 I J1n ROOF TRUSS 4 1 OSLIN LUMgER (ENCOMM) J495732 �� 3 3T s feb 1a 7997 MiTek InGUatrles, Inc. ue Sep 22 �a;06:48 1998 g t � P & M Trusa � I •1.tae # /-71•4 � 310-15 { • � 1-1a8 r 1-17-1 1-11-11 I , 6.00 12 3 I � , . I � � i N O I f ' ti a� I � . r � � � � 1 4 I 3x4 = � i i o '-� �-+ i 9.10.16 . � . �.� �r �_n-i � i Plate Olfsets (X,1�� (1:G0.0,0-2-0] IOADING (ps$ SpACING 2-0-0 C51 � DEF4 (h1) (loc) Udef) PLqTF;R ORIp 7CLL 40.0 Plates IncreaSB 1.15 TC 0.5B Vert(LL) 0,00 1/4 �9 M20(20ga) 197/1&0 i TG'Ol 7.0 4umeer Inefease 1.75 6C 0.03 VAR(TL) O,qO 1/4 999 BOLL o.o Rep Streas Incr YES WB O,op Mors(n„) A.00 3 ry8 • � BGOL 10.0 CodC U8C-94 (Matrix) Min length CLL de0 a 360 Weighk B(IDs) WMB�R eRqCINO TOP CHORD 2 X A 5PF ►dO,Z TOP CHORp Shmathsd u 6d.0 pn Crnlcr puAin epeetng, ' rdo7 cESOFtD 2 X A SPF No.4 sOT CHORD Rlgfa ceifi�g qRCCUy appiiea, or � 0•00.00 on eenter prawiry, 01NER3 2 x a spF Std wE�C3E , Left: 2 X d � REAGTIONS (IDa/aize) �s4'1310•S•8, 3=125/0-1-8, C=18l0•1•4 I Max Ho2 1=723(ba4 case 31 Mex Upiifl 1=-49(toad case 3), 3=•72(Iwd case 3) M�% VeR 1=4'13(load case 1), 3=170(1p9q casc 3), q=33(toad case 7) I FORCES 7pP CHORO 1-2=-7+1, 2-3.86 BOT[.'FiORD �.4c0 N o� I i) Thls Vues has besn checked fa unbalanced loacfmg cond'dions about Jdnt 9. � 2) This �uss has boen aeaigned ►a t�s wind Ieasls �enerated Dy ea.o m.p.�. winda �1 1 S.0 feet bbo.c yrounQ level, using 7,p p,s,f, top cnor0 tl�d load ana �o.o p,af bo�tom ctard aretl i wad, 9 00.0 miles hom nurricane occanlinc, on a category I endosrq b�.ukUnp, of aimensier�s 5q.0 by 36.0 with exposure C(ASC�S 7•93) LumDer Inerea5c = 1.33, plate In�e = �.33. Both end �eRiC+als are �posed. I 3) This truss has Deen des�ned for a 70.0 p.e.f. bottom ehord IT�a I�d nonooncurrent witn any ot�er We loads per Table No. �8-0 UBC.9C, . i 41 TTis truea has Deen deaipned witA AN51/TPI t.y 94S clitcria. • ,, , � � I.onp cqSE(5) Slandard . • . I neroby certily tnai [n�s pfarl, speu• � fica�ior or rgpaR +ras prepure Or � me or unOer my airpc! .upervisioo • anG 11at I am duty P.egislered Pre• �ess.ona� :r�e��ccr un;lar t�a laws of • tAe S(ata o� btinnasola. � y�"t! (ni./ � 5��""9��` � DATE N0.163A I —_�.,..-•----,:�.�,�..,�,�.�.r ' O1wAFM�►a . K�lir d•�P y�+�� owd AaAp !/o?'6s AKTlaB Allla Aev� �ms sa7o� vss. , �� a DsqOn va�a pr �w aN✓ �r�� Mlfsk oonnsela� Tl�Y deelpn � �a�+�d onlr upPn palqm�b�e �obn. ond � 1a an �dMdual4u�OInO teMDoneol �o R+r �� n�iaWea ana eoa.a �nboM. ADW�a�y a aa�lon paams�sn and prope� Y�prpotatlon ol cqnpeneni � �e�Donaie911y e/ Dulld�p owlqnsi - nol tn� de�Ipne�. daelnq inovm ! Ier 41a�a suppou o� Mmrlduai raD m*m�� oMy. AaORbnal lemodary E�oorp to 4�� s�a4�r auiNO oonsiwolbn � �n. ��uny a n,� e��«. .aan�r �►��.�� a�+a e� u,� ov.ial atrucwn Y ms �e.oen.u�wV el �he baUtlt�o d.do�m. wi aene�d w�acx�. �.awarq +ob��ooibn. yu�wr oonaa. n«oo•. a.t.sn. noc�ae� ana aedno. e�on�ue oat.es o�y ��eaa, os4l9 Wo�r+o so.e�neai� �r Nn-ei MiT�ak• Nanawp waweo ana �rxrq �.ean�n«,aaten avawer Nan Uuu ReN NtlNuf., 8C9 O'Orooio wivs, trnp4on, wl bsTl V FROM,: ENCGMM MIDWEST LLC PHONE N0. : 61268969B1 Dec. 10 1998 05:53PM P11 Job ' Truss � Y/lJC4 TY[Y@ p� pl � I •; 800864 � J5 1�O�F TRUSS a i 0.5LIN LUMBER (ENCOMM) J495)33 i P� M YNgg 3.3T s Feb 14 1997 MTek Industrl�s, Inc, Tue Sep 22 1q;06:62 1g98 Page t l � .�.iae + �-�a�5 � S.f�-� i 1-14E 1-1a15 �.p.g �� 6.01 12 I , i � . t- � � � , I � . � � I I � 3 � 3x4 = I � � 1.10.15 F 511-1 ' 1•1at6 �.a5 � P�nce onse�s �x.r), (i:o-ao,o-z-a� LOACING (psi) SPdcM6 2A•0 CSI 06FL (in) (loc) Vdef� PLATES 6RIP , TCI.L 40.0 Plates Increase 1.15 TC 0.07 Ve►t(I.L) 0.09 1/3 792 M20(20pa) 187h9D � TCOL 7A LuMbef Ina'ease 1.15 BG 0,38 Vert(TL) 0.12 1/J 556 , i BCLL 0.0 ' Rap Strass lncr YE8 WB 0.00 Horp(I'L) -0.00 2 n/s BCOI 1 b.0 Code UBC�O (Mshbt) Min lengM ! ll. qell ��60 WeIgNG 11 (Ibs) LUMB�R BRA�NO TOP CHORD 2 X 4 3Pf No.z TqP CHORD 8heatAed w B.O.o on centw purlin spacing BOT GiORD 2 X� SFF No,7 80T GHORD Rig10 ceuing plrecNy applied, a 10�0.00 oh cNltel braoing. OTHERS 2 X 4 SPF Std WEpG� -•• lM; 2 X 4 I REACTIONS (IQeJsize) 7a3oero.5.a, 3�58/p•'I.S, 2=76/0-1-8 Max Ho2 1�-88(bad case 5) � MaK UpliR 1=-116((bad t�se 3j, 3=-B7(load case 2), 2=•3B(losd c�gC 3) Maz Vert �=3o9(load case 1), 3=ii3t�oaa esse 7), �76(bad case 1) FaRCE3 TOP CHORD 1-2=-46 BOT CMpRD � •3=0 � NOT6b ' �) This lruss has Desn chadced tor unDalanced IoaQing condldons about jofnt 2. 2) This Vuss has beeA desi9nettl faf thc wintl l0ads 9enerated by 90.0 m.p.h. winds a! 15.01¢et above groue�a tevel, usfng 7,p p,s.f. lop choM daaa I�tl snd �i0,0 p,s./ bokom oAwa aeetl Iqatl, 100.0 milor from hurricane oc�anline, on a cstegory i onebstrtl bukding, of dime�eions 5a,0 by SB.O with exposure C(wSC£ 7.93), L�anber Ina�se • i,a,7, PIsl� Incfease = % 7.33. 8oth MQ +�aAit�l� afo wcposed. ! 3) Tftis truss has Deen deslgn4d fpr a 10.0 p, s,l. boltom chord live bad rwnconcunent wilh arry dher five loaas per Table No � 4-B, U��. • I d) Tt� truss hys bech dcsign.d wilh ANSUTP) 1-1995 crltena ' I l.ono cAS��s� scandard . � 1 hereby certify tAat I��s Dlan, spaC�- � Nra�ion or re��rt was prep�red py � me pr under rt:y diNrci sG;,er�rl��n . and t►lal I am du!y Fea;gin-►M ?rc- : �e3siona! EnQt:sber unrur :t�c• :ows ol tAs S�ate af Minn�ssata. �`�-�,. STEPHEN W.Cq R OnT 2 4 19 , p,owrt�r�ra . r.r(�y a..ly�. ps.awr�ts.s a.c � r►ozse orr r� wlw nsv� sms ea�o,t� r�a- s Desfpn vald b� u�s oldy v�l1 I+�st oan�oclorl ThM d4dOn M bayed oMy �pon pmame�sra rwwn. ane t ra an Y�dMOUaI buAahp camoa�snt b br In+loMeC ono looa�4 v�nlovlly. �pp�9ovO�y d ded�Jn paemsleK entl popp� l�qpqp�br� a c��mpon�nl s �a�pcw�slpoir or pWqinq Oesqner - nol �urs delbneL Rroehq �IWWA 1� Iq IOIMOI auppoA pf Indbldual Wsb �M�nbNa oM�/ A40fIW1101 I�polOry WOCkq Ib nt11N 4� EYIhQ atMA�uelb11/ 111� ,aspev,sbiHy ot �ns srecla. �adnlawl vs�manent bracMW ot 1As ovNw �uuctui� �(M Iespon�HlY of IM D�Rq asNOnet Foi asro�d �idonas repeiCUW 1o��kaafbw. quc�ly conl.d ttdope. CeNetV, s�eclion ana EieelnG. e.enwR Cif�C OuaIRY 61aMar0. Dlb6o �roeMiO sC�.sYlcallon. an0 NI�-V1 MiTek Nondllny 6rMNfeg anA �raokp l�oann+.rddbn aw�bM. han irur� Nats tislMuls. ad9 D'onohb o�M., ►loahan W1 sa7t o. FROM : ENGOMM MIDWEST LLC PHONE N0. : 6126896961 Dec. 10 1998 05:54PM P12 .; Joq � � Truss TrUSS Type �, P � Y 6008�4 � J5/+ ROOF TRUSS q 7 OSLIN LUMB�R (ENCOMM) Jq9573A i G 8 M Truss `� 3,3T s Fcb 14 1997 MiTek �nauRll�es, Inc. ue Sep 22 14:06: 1998 pege 1 .i_io� I � I - a. �a � s 3-t t-a i �.�a9 sia�s z.o.a I ' 1 I 6.01 12 2 i a � co I N ' � oI Im . ►� � . 0 1 3 3x4 = ; a,a,s �, . stt-� �. • �1at5 ae.p Plate oRse�s fx,`n: 11:0.o.o�u•2-o1 LoMING (Psq SPAGtNG 2-0-0 Gst DEfL (M) (pa) ydefl PLAT�s CiRIP TCLL 4D.o Pleles Inpress� 1,15 TG 0.35 Veft(lL) 0.09 1r3 792 M20(10ga) �9�h90 TCOL 7.0 LumDerincrease t.75 BC 0.96 Vert(R) 0.12 1r3 556 • BCLL 0.0 Rep &treas Irtcr YE3 W6 0.00 Hor<(R) �0.00 2 Na BCbI. iD.o Coqe UBC-94 (Matri�i) Min LengtN I LL Cefl � 360 Weight: 13 (117�� LUMBER BRACINO TOP GHORD 2 X 4 SPF No.2 TOP CHORD SheaMed or 8•0.0 0l� exrticr puAin spadng. BOT CH�p 2 X 4 SPF No,2 BOT CHORD Rigid aeiling drectly appliea, w �O•00.o0 pri cen(er brao�np, OTHERS 2 X 4 8PF Std • wEOG� -° Lell: 2 X 4 RE4CTIONS (�s/3i'=e) 1�403l0-5-8, 3�B/0-1-0, 2�170/0-1-8 Max Fb2 1=124(load cese 3) Mafc UpIiQ 1=-9((oad case 9), 2-72(laad caae 3) MaY Vert 7 eaa3(loaa c�9e 11. 3m113poAd case 7). 2=170(load case t) FORCES TrJP CHORD 1-�-69 I Bgf GHORD 1-3=0 � NoTEs I 9) This avss nas oeen cne�ked ►a unp�ianted twding oondi�ions aDoW �olnt Z, I 2) TI1iP, IruSS has been Gesign�d for tt�e wintl loads generated qy 90.0 m.p.A. winCa at �S.O /cat above ground level, using 7.0 p.s.f. top cAord deatl Ioad a�n410.0 p.af twRem �qrd dca0 losd, 100.0 milea from hurtiaene opeanline pfl A Cq�ggDly I CIICIOSGd DUIItlIIfQ of dimensione 5a.0 by 36.o with exposure C(ASG� 7-93). Lumber Increes� = q,33. Plate lncrease = �,a3, Bo1h cne wrtiaals a�a expoaea. 3J This tNSS has bee� desipnetl (o� a 10.0 p.s.L bottom chaa Ihre Iqad ronarncurtant with ary vther tive bade per Table fVo. 16-8, UBC-ea, • ' 4)'�s lruss nac been designed wR� ANSfliPl 1•7995 tfitcfia, �� IoAD CASE(S) StenCard • i f1e�9br Certlfy 1�81 tAli D�Bf�. 6ppC1• I fic�lion or reppA w�s prepared py me or unCer my oirecl supenisipn and Inal I am Auly RQgis;�►e0 Pro• fcas�onal E�gir,rr.+r ur.dor the laws ol ' tne Sl�(e of Minnasal,. 1 ' srePNEti w. CasIEA i � OATE NQ, tfi�3 �..-...._,. ..., ..�..:.;,��,..,.� 8��a - ��IAr a��1aR ��* a.e Rsao rorus a+�s,�urp Ravaxee sms esrr�r+�e r�s. ..�• Deslpn ran b� ws oe� r�h MRsk mnneetaa T�t deslql � Ep�pp only upW� pa�omslwn �oWn, O�d � tq an InOMOVaI WiONp cae0pa�anl �o p� �� ru�apea ena ioaasa ran�nr. �DV�Y ��a� P��ame�va an4 O�wr moaoaonon a mmoonsM w►�r a �urorw de�nna . not ��u+. a�.• daarw sha+n a ta fo�.rd w000n o� navpua w.o msmoa. oniv �mMbnollsmpor�r bocNq �o Inwn o�ellV dwMp aanA�uclbn Ir Ms tatpon4WIRY ol IA� �aala. Acl4llbnd De�moneN ecochq o1 Ilfa ows�d d�u�lwe k Ih� ��oncDAlly ot �h� eWOd�►W Cesqner. Fo� q�ns�W W10��os �.vaa� ��o�ati �v w�+na.�oroo•. a.a�n. «.�� d aairw �w� oer.es o�u. aeu,e�a Ds�-09 NaoNp si�oslo�l�w�. ond MI�-ql wA iT�li� YnMllro IMa1W+�� eed UeeNa O�eeanin�ntlM4�n n�nYhh{►lietin A�..� �InV Ir.dM��l� Nn h'I1wr�1�1.� MW ��ww�� WI L9)1e FR�M : ENCOMM MIDWEST LLC PHONE NO. : 6126896981 Dec. 10 1999 05:54PM P13 _; Job � Tru•,.s Truss Type �, p� - I � ! 80486a .156 ROOF TRU55 �6 1 OSLIN �UMBER (ENCOMM) Jq95735 i 4 P 8 M Truss 3.3T s Feb 14 1997 MiTeK Indus�nes, li1c. Tue ep 22 14:06:5$193g page 1 � .1.1aa 5�i �-o I �.108 S t t.� i 1 I . 2 � s.vo � 2 4 � . . � � , � I 1 3 3x4 = f �.,,� � 511.� ' �a�a oirs� �xY): [�:o-0.o,0-a-ol Loao�NC �psq SPaCIN� 2-0-o esl pEFL (in� (kc) yd�l , p�,,q7Es Gppp T�.L 40.0 Plates Incaease 1.q3 TC 0.86 VcA(LL) o.oe 1/3 792 M2p(2opa) 197n90 TCD4 7,0 Lumbar Increase 1.15 BC 0.38 Vert(TL) 0.12 1/3 556 ' BCLL 0.0 Rep $tfess Iticf YES w8 O.oO Hars(iL) 4�V0 2 n/a BCDI 10.0 Code UBG94 (MatrbQ Mir1 lAngth 1 LL defl • 960 Welpht: 15 (Ibs) LUMBER BRAClNO 1DP CHOR� 2 X d sP� Na2 TOP CHORD S�eatTea or B-0-0 on cente► pu►Iin spacing. BOT CHORD 2 X 4 8PF No.2 BOT CF10RD Rigid cQlling d;�aolly appiied, or t O.�.00 a+ acntsr braring. OTHERS 3 X 4 SPF Std WEDGE -•- LeR: 2 X 4 R�ACTIONS (IDs/size) 7=498lQ.5.8, 9�56/D•1-6, 2�268I0-7-B Max FW+Z is163(loAd easB 3) Maz UpUR �R.25(loaa case 3). 2�-107pa�a casc 3) ' ' Ma1K VeR 1=498(load aase 1), 3=��3(loed oene 7), �.2g5(IWd caee 1) FORC�S TOPCHORD i•2�+13s BqT CF�IORD 1-3=0 / NoTEa 1) Tnla uusa has peen cHacked tw unbalanced loed�g r,pnpltlons �bout joint 2. 2) This Wss has 4een deSiQned foc tN� wirltl bads generaled by 80.0 fn.p.R winds at 15.0 feet a�e�.e pround le�vel, ueing 7,o p,s.f. top ohom deea Iood qnd 10.0 p.af Eottoetl qlwti C�aO j � iobq 100,0 miles 6om hurricane oceanune, on a estegory I�olosed build'ng, or d'qtt�nsiona 54A Dy 3g.0 with ce�oswe C(ASC� 7�3). Lumber inc�+tse = 1.33 �ate inorease = �.33 Both erld veRicals are erposed, ; 3) T�is ltuss hes been deai�ned far e 70,G p.s.t boltam chad five load noncwncWfent witlt any oMer INe Ioad� por TaWe No. �e•B, UBG94. • � � a) Tnis Iruss hps beerl dssigned with ANSVTPI �.�g95 arlteria, � I LOAD CYSB(S) $'�8rytlald . , f 1 noreby co�dy �nat Ih�s plan, speci- � fi;alion or tepG� was prepar�a br � me cr unpar mv d�•eCt su�rvisq� and Ih�: I a�r ..: `�e•:tl�:cr�! �'�a• I (ess�onil tr�a�asar �;;.�Gr t�,a �aws ol tAa S�a�e ot l�R�nnss�a. � �'�v 1�� _ � ��'�'4cA�� .��e� � � OA7� , 0�•+�0 - ��►tlly dN�w �a�nr�.s ana xaeD �vvrso a�w r� ewo Fava� �e a�w�ea uss. ��. Owix� �dd b� ur enN W�h MQsr ao�e.eda� iAb ds�pn � lsssd °^N NPq.� pqpmst�n �ovrq ond Y Iw an YdMduoi e+Y9Ph0 eanPw�snl fo Cs rotaMed ond ioo0a0 yenleolY. App�ee�bMllY d Cs.q� pwamslss ona poper Ywapoqtbn e/ aompor�nl M I�polnallflll e/ buldleq dsrdpnw • tpt llue pRl��r. p�ppY�p �Arn+n Y/d IOIaN fuppod o1 kdvldYel wsb MMMBe�s on�r. pdoplonaq I�mpqary dx(n0 b Yxu1e qoEry dv�kq aonpruc�pn k IM �esva��rv a �ns e�eoro� i�lbnaf Oe�mansm D�ae1iW oT Me ove1W eNUCIWe It Me �wDoncD�IIY ot M� Du�ORq aw4ns�. Fo� psnord pulde�i+m �epe�dn0 bMbatlon. W+epIY con6d daaOs. tl�MIY. s��elbl� and D�acMq, aoneu0 OSf.e6 Cu�Y aeMaie. oq.ao ued,.o s�.e�neetbn, anr! Nl�.ot .`�7� �eMnnn 6rloYlna o�d t�aeWi YrebnM�ndmlo� GvelaDb I�em n� Plels hOWla. E69 D'Orohb DiM. AAodhun. WI RAX1o. �V� ■ FROM : ENEOM� MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:55PM P14 '.lob ^ ± Truss � T��ss Type q � Y pN `�" I � 600864 : M1 � ROOF TRUSS 2 7 oSLIN LUM9ER (ENCOMM) J495)3s 1 �'P S M 7russ � 3.3T s FeD 7 a 1997 MiTek Ind4sUres, Inc, Tue Sep 22 14:07:01 1998 page 1 1 j 3-�aa y. I stae �.�as I 4x5 = 2 6.00 12 . I � I I o f � � N . I� � � 4 0 1 � 1xa !I 3 3x4 = �, � 3�a8 I . I y,� � P�ete �RSets (X.1�: [3:OA-1 � LoADING (ps� SPACINQ 2�0-0 CSI DEFL (in) (Ix) Ntl�.M PLATES 6Wp TCII 40.0 Pleles Inuease h,75 TC 0.3o VeA(lL) o.o� �ra 99g M2o(2o�e) 797N90 TC�L T.o Lumborinaroase �.15 BC 0.11 Vert(11) 0.01 1r3 99e . , BCLL 0.0 Rep Spes� ��q 7ES WB O.Op Haz(TL) 0.00 3 n/a BCOL 10.0 Code lf&C.84 (M�tri� M�� Length / LL defl = 380 WeigM: 15 (Ibs) IUMBER • BRAC{NG TpP �IORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on cent9r purlin spao'vrg, BOT CNORD 2 X 4 SPF•No.2 except end veRk,��s, WEBS 2 X 3 SPF Stud BOT GHORD RIg14 Ceping tlihxtly applied, or 7.3:e.g� on centar bradng. OTNER3 • 2 X 4 SPF 3td 'E�ept' BL1 T X 4 SPF No.2 W�OGE Rigilk 2 X 4 1 �C770N� (Iba/sl��) 2�190/03-8, 9=367I0-5-8 ; Max Horz 2 2o6poaa case �) i MaK Upli� 3s•1$9(load case 2) �fORCE3 .' TOp CHOR� 1•2=38. Z-3=-90 j BCST CNORO 1-33�5 I NOT�S i 1) This auss has been designed tor lAe Wintl loads genanted Dy 9b.p m,A.A. wiride at 15.0 feet aDOve qround Ievel, uaing f.o p,s.(, top � onvrd tlead load and 10.0 p.a.f bohom chord aeaa �vae�, 100,o miles 6wn Ixuricane oceanfine, on a catepory I enq�etl building, of I dimensions 5a.0 by s6.p wlth ekposure C(ASCE 7-93}. LumDer Inc�se = 1.33, Pla�e Increa:x = 1.33. Both end vertkals qre exPosed. i 2) This Uuss has b�en designed for e 7 0.0 p.s.l, bollom chord Ihe Ipa4 rrotx�natut�nt vrith aery otrter pve loads per Table Nq. '16-8, UBC-94. • � 3)'�'h�s truss has Daon dacigned witA aN3V1Y�1 1 .�s95 cr�ter;a. ' � hcdlifin Q „ep a R a w s �� o�� j Lopp CASE(�) slandartl me pr unCe! my d°rgC�? ;��,y�gp� ; • an� Ihal 1 am Ge;y Rp�wiereA F:o- ' 1sss.ona! "e�:6mee: u�v"�r I�:(� �eriss ul Iill $i.1:C 0� �If::i6aM.i t �� I � PNEN W. C/IBLER j oar 2 4 ]9� ,�� w....�w.�...r Aw�xmoro - v�►�r a.:�.►r,�n+n..a.s nr��t auuw+ �oras o�r�ms.um nsvrre�a �s ea�norra us. ��.• Desqn va0 wr u�. onM wll�'Mrtst aonax�aa 1Ne eedpn � Da.sa enb uoen �oiameM�s tl�orn, ord k 1a o+ k�IvpVal I�u1aY�v oomparM te Es �� Im�Wad a�0 Maodad vNlkwAll. ADCbaCiRY of QedGn Da�am�n and popsr heaDddlon ol aemDa�enl Y reepen�l� d bu�llrq detlpnm • nol tius � dseqnsl. 6leetf0 illown Y tol Ie1Md �up�p�otl W i+ONlaud WeD TsmlWS eNy �dtlllbne111�rnpolCNy p�eck�Q l0 6+c�x� qapp�y Ourinp ap�nrya�pn k IAs rwpcnyWYlY ot fhe ��olof. AdCRlonal pqmon�nt DraolnQ of HI� ov�ro1 �InletYts Y 11» �wpqpDpllY el 1hs buklYip datlpner. Fei qenerd Qulao� �eOadVq MDibalbrf. Quo11y eont�ol. aaape. AeNary. aec�bn anA biaoNp, cpni�M Git•m Oudry 6fondaM. D54lY qoepwi 6p�MaaAlon. anO XD.vI � Ma�x+o wmrMo aed ��aelna o.eo�nm.ndal�on avollobb hom uu. ve�u r.r�ut.. �as o•oroub onr.. rrnnrnn. w� �vat o. FROM : EMLDMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:56PM P15 . Jo6 � Truss 7russ Type � nH p�y + I 800864 I Ti R� oqF'(RUSS i i OSLtN LUMBER (ENpOMM 1 I � J485737 P& M Truss " � 3.3T e Feb 14 1997 M� ek Indusvies, 1�1C, Tue Sep 22 1a:07;09199B Page 1 I -1-148 a-41 12.4.0 7b�-0 20.s 5 21•60 2G � +-�ae ��t c.o-o o-ao sao 1.�o a.�� t.tae ' CAVl10N: DO NOT ERECT TRUSS BAGKWARDS. 4X4 � ; 5 , , � ( 3x5 � 3x7 � I 3x5 � 4 6 g,� � , e.ao � a 3 � �0 37c3 i 3X5 : I � a e � a Ia 17 16 15 14 13 12 11 10 4x 8 _ ?�c6 I I 4x5 = 8x8 - 4x8 = 10X10 = ac6 i1 �� ` 1 � a.e.1 � 6.a0 � 12-I � 1Ed.o 1 16�014 Zp315 Z�Br2 t1-LO � a47 4ao a.6n 4,ao 66.�� st as9 a.1a» �aeo ons�ts (x,�ry: (�_o.0.0,0.3-e�, i�;0.a•9,a�.�), (i3;o�o-0,o•e.�z) LoaDINO (psq SPaCING 2-0-0 Csl DFFL (in) Qoc) UdeN PL,A'f�s ORI► TCLL 40.0 Ple;es I►x►ease 7.1'3 TC 0.70 Vert(L,�) 0.18 12/11 999 M20(20gp) 197h90 TCOL 7.0 Lumberincre�e 1.75 BC 0.50 Vert(R) 0.�8 72M1 999 � BCLI D.0 Rap slra� Incr NO WB 0.75 HoR(fL) 0.05 9 Na BCDL 1 �.0 Code UBt•94 (Mat11%� Mln I.er1g{n / lL dell � 360 We�ht: 7a6 (Ibs) �unas�R BpAeMG TOP CHORD 2 X 4 S�F• No.2 'Except• 7'� CHORO 5hesNeO e► 2-� p� CMtc.Y puriin cpac�g. 7-9 2 X 4 SPF'1650F 7,5E BOT C}IpRD Ri�itl ea7ing directly epplied, w'14�5;6.9.0, �3-14:63.0.12-19:6-3�, � BOT CHORD 2 X B SYP Y250F 1.9E `Excapt• 10-7 7:@.3-0, 1-17:6-3-0, 16-17:6-3-0, 16-16:6.3.0, 9.10:e.Y�O, 11-72:8-3� �5-8 2 X 9 O� 2250F �,BE center Dracing. - WE85 2 X d SPF Std "FYCept" WEBS 7 Row at midpt 1 d-6 , 1452X4SPFNo.�, 13.62XQSPFNo.2 OYY�ER3 2 X C SPF Sttl wEDG@ Rk�nt� Z X / REACTION8 (Ibs/size) 1=214SIO.S.S, 9■31��3� M*% He2 1=-18B(bad case 2) Mwc ua�rt �=-�ao(bsa��as. a1, s��epoaa aasa a� FbRCHS TOP CHORO �-2=-3421, 2-3�3203, 3-4=-311a, 4-SR-2785, S.Bti•�7gS, &7=-4974, 7.8a-q458, 8•9e.$315 BOTCHORD 9•10f464'I, t0.11aq6a1, i1.1Z=4841, �2-'13=q841, 13-1i�984, 14.15a�ba0, 1B-16�2840, 16-17=2983, �• i7=a9� WEBS 2 2•16=.177. 4•16a191, 4.14=-559, 5 6 6 8 B I N0T64 ! i) This tr4� ►�s Dee►+ Qeslgnatl tor thC wr�td I�ds generated by 90.0 m.p.h. winqs al 15.0 (set ahove proun4 level, u�iPg 7.0 p.s.f. lop , • � ehad tlead load and 70.0 p.a.f Dottom chord oeaC IqsO, 100,0 mHes f1W11 hunieana o�entlno, on a oalegory I enolos�d pullCU�g, oi � �rnensw�s 54.0 by 36.0 with exposure C(A9CE 7•93). GumDp.r I�e�pae � 1.33, Plate Increege - 1.33. Bofh erid verticals are ex�sea. I nereDy certily in�; �h�s pl�n, sprei• 7) Execpt as shavn beMw, speciar connecqbn(s) requbed to suppoA eonoenlratvd loae( peaign of connection(s) b deleg�ted to U1c ficatlon or repc,rt was prepare0 Dy CuiWing deaignor. • ' me or und�r my Qireci sup4rviSion I 3) 7Tus uusa hss Deen ele�ign�d ror o 1 D.0 p.s.L Dottom chord live IoaC nonconcurrent with any other IWe IosCs per TnDla Na, 16 en0 iha! 1 an du:y ABgistereU p;�. ueC-sa. � ` � . 41 Tt�ie (nffis nas been desig�ee! wrth ANSIRPI y-1995 eeitene. 19SS��1� r, j;:leC: Ul��pr lhe 18Wt Ot tno S�a: �' :i,inn �o+� I IOwD CAsE(S) � 1) lumber IncrQase�'1.�5, Plate �nevo:eee=7,15 I Uniform l,osds pbs pa►t� - Vett:l-n-94.0. 2.3�.94.0, 3.a�.94.p. a.$�.9a.0. 5-6=-94.0. B-7�9d.0. 7.Ba.9o.0, 8-9=-94.0, 9-10�.20.0, 7p-11=-20.0, ��N�r A�,��Q�f2 '17.'12r.�0.0, 11�-1$s�0.0, 13-14=-20.0, 14-15=-20.0, 75-�6�.20.0� �6�17=20.0, 1.17r.20.0 �� - �v�V i cane�t�a�ed �� tes� DATE k0. tQ383 V��'1=-i783.9=-176.3. 70=-523.0, 12�•1638.0 � � IpARMM�' 4�r(�jl Ifr�n �afo�wrra ��Q JBAD I�EY OI�Tffi� 6ND Ri�6 imc BE�OtRi [1lA6. �� e. Daskin Va1C bl �es a1K rr�ll MlfeK OennAcleK. TAk des� A Ac�q o�M �pO� CaalnsJsis OWVn, OAd Y for an i�Qw�auol OY10t�0 aor�DMsnl W w �� hNolbd afC beCsel ve�liea�y ADO1ooh�My el eJtr�pn e�amsteis and Peper �wqPwWlon ol cemD�ont k �ecerndDrly d► AW0h0 awlpns� - ml uw� desbnel. 61oc�nO tllewn k lae lolad woowl ol Ydblduol rrsD mamEsu ontp AaOAlenel t�mpereN a�ho b k�su�s aaeey OurNq eentlNelbn p IM �npqnypMr qr �er ��p�o1. Ad011loll0l pslmaMnt DloeRq o1 IM evelp� �ryUelu�s � Mn �esponc�qly el IAs bul0hq dsel�7ro•. fw pse�d qtllddnu ieqaalrq fo�rloarlon. quapY �+��04 naops. aelven. siectlon one p�aewp, m�uM Osbaa ouop�y s�araare, Os�-ev baa4�q ev.ollbaJoM1 enO HD.ot hA iTolr• MoMNN4 Wfo11Ne eM ��ae1M l�oamMr.ddlsl nrellobM hom fiurs Ahl� Ndllul�. Ys D�Oror�s M�u. w,A4.+n wl lca7f e FROM : ENLOMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:56PM P16 �— � ' .� QN f'y --"_� Job i Truss I Truss Type 80Ub64 � T2 � ROOF TRUSS 4 1 OSLIN LUMBER (FNCOMM) JC95738 I ...., � � ^ P 8, M Truss �� 3 37 s Feb 14 7997 MiTek Irx�ustries, Inc. ue 5Ap 2214:07;14 19 age 1 , �_ -+•iaa � sz•i ,"� �z-ao ' �s.y+s , 2�o z6.�e �-iae c.2-� e.t•15 61.�5 e.2-� t-tae ' 4x4 = � 4 I � 3x4: 3x4 � , . i 6.00 12 2�c4 .� g 5 ac4 �i , �� Z 6 � o� � , �oi • I � i i � I I� .. ! � 10 9 8 d ! Sx5 = 3x4 � 3x4 = 3x4 = 5x5 = ; I . ! ea» ' ,c.s.8 � za.a-o � . &2•!! 6210 a.4.11 : Plalc Oflsets (X,Y): (�:0-0-0,0-1diJ, (7:0-0-�,0-1-5� ' I.onpING (paq SPAa1NC 2-0-0 esl DEFL (in) (bc) Ude11 PIJ►TE8 �Rlr j TCLL 40.0 Piatas Inct¢as9 1.18 TC 0.86 VeR(LL) 0.24 10/9 989 M20(20paj 197/190 ; 7Cpl. 7,o Lumbcr Inercasc 1,95 BC o.go ve�t(fL) o.S4 10l� 864 • I BCLl. 0,0 Rep S�ress InW YES WB o.36 Hvrz(TL1 O,OB 7 Na BCDL 10.0 Code UBG94 Min �enpth / LI. AeA = 360 Weipt�t; 81(k�s) LIJMBER BRAGMG 70P CHORD 2 X 1 SPF No.2 TOP GYiORD 3healAsp o/ Z-43 on c�ntel puri� spadnp, BOT CHOR4 ? X a S� n�o.Z 6oT cFtoRO RI9id to�ing directy applied, cr �4-00-0o en aonbr breair�g. Eroept: I WEBS 2 X 3 SPF Slud 'E�mept` 7-8:6.3-0, 1.10;8-9-0. . 10•4 2 x 4 SPF StQ, Q-a Z X 4 SPF SId � OTHERS Z% 4 SPF Std f WEDC3E Lert: 2 X 4, Right: 2 X 4 ! R�cT10Ns (Ibal�'ze� �=1s5610-5•B, 7=155810•5-8 ' Ma�c Hor,� �=.190(Inad r,as� 21 ; MaK UpliR 1=.107(bad case 4), 7A•107Qoad case d) i I FoRCEs T� CHORD 1-2=•2043, a�3s•1764, 3•4�•1764. 4•5=•1764, 5-6=-7764, 6-7=-2063 . � B TGHORO 7-8v1791, 8.4e1265, 9.�0_1265,'1_�0=7�97 ��8S 2-10�96, 4-�0=586, d-B=586, 6-8�-396 � NOTE$ � 1) T�is t►�s Nas bccn designed lor tho wind loads generated by 90.0 m.pA. winps pt 15A fcct abavv gmund kvel, �Ing 7.0 p.a.f. top � cnorcl Gead load and i 0.0 p.s.f Dottom chortl aeetl loea, 700.o mkieF han 1lunicane oceanfne, on a category 1 CI+elpSed buitding, of I dimensions 54. D Dy 36.0 wqh g�&�ire G(qSCE 7-93). lumber Inorease - 1.33, Plate Ineroase = 1.33. BoM end �eniesls a�c . . • expoaad. � 2)'Rn,t truss t�as bcen designsd for a'10.0 p.s,L bottpm cnora IMe load nanooitc�ment with any other I�ve loeqs p4r Tabie No. 16-8, UBG94. � 3) Tt�rg Vuzs has bean dvsiynad with AN31/fPl 1.�D05 «lte�s. 1 rere4Y certity Ihd1 tDis p18G Spep. ' �OAD CqSE(S) sw�d,rd Ileation or repcA wag preparea Dy � . me or unye� my eiresl supenrisi�n a=-a ��:a; I am tlu�y r::;,s=arud P�o- . �:�s::a^a� C..^.,�recr u,;:er th4 �aws ot Ine St3:e of Nlinnu:oRs. I � W I • ✓ � i _ r �¢�Prj�p�.�►y. CABIER C ( lyyl'j I DA TE NO. 16383, , �----�-- – 0 wwrermvo - rr.rUY dr.�yn rsra,nets.s a,� �rs� �raraa ax ��rs� �a s�o�ts erss. � �' a pesbn vafe wr uw anN �rNh MRsk mnnaclota. 1F�N dOdOR b A�C1ls0 ar�ly upon pWeh�w1M �I►owrt a�d * lei dn IndAAdud ewdk�p aanoanem to !+s ,� Iro�ao.e ane looa.a v.rt�Rfr. wvo�wlM or dvAC� v�am.le�s and w�wr Inoav��bn w oomP�+�nl A �e�ponao�y a pu�rp d..bn« . ro� uu.s dalpn•�. &ac{na �Hor�n Y Ip btMd niCrpwl of YfONlauol WsD msen�� eNy. �O�bnd tampelary EIaoY�p b Yrws slobWr dudr.0 ew�da+dlon Y tl�e �esOonflblYlY ol Mls sisala. �ddMlanol Cslmon�nt Oraahv at �M or�RM sllYwun Y IM Iwpon�D�11' ot IM DtronC W�4ner. iw 9sMto1 W10anw iaqo�dr,o robnwnon. aua�r �nna. nwo�. a.�.ry wcNon and dm4p. �'4wM1 GtT-40 �I Aadmd. Dl4 pac�no �o.cmmonati o�a M��•a� MiTek Hardpna kWtllNa oltl �ferNO Y�eoT1��f�OO1foH W4NuM� hVT Tn�cl iloh 1rKlAVI�. �}89 D'Oqollp �IM. MaO4oR WI89�19. FROM :�hi�OMM MIDWEST LLC PHONE N0. : 6126896981 Dec. 10 1998 05:57PM P17 . .,:r--vvv duarn� �...,.------ l. �� SEP c� '98 �� ''�.'aAf7 P8A1 TP.U55 P.2 � ' "'^_�— _ - � � - - f r� � i � � ' I '' � � ^ ; : :_._ - I ��-� � ; --�-R--�, . ; � ; : � � i � ' y .r"'" : "'.�_._.. ^ . ' � � 1.�� ' �� +' y ' � � ' � � . T = '� ; � � � i ., � �� ; ` ' '' �-- ` � 1 i � � � I + � �, I � , I' � ' ,y � ' � � t`.11 lf: •� ��LJI � l.'1 �llJ� � �� r• �� : � t � � i c� m cc n an ¢h ,�cy ,, � � � � � � � � � � ' +) � � �� 1 � I ,� ' I � ' � i � �� 'I d !• � � ; ! ' ' _ , ' � i ' ; � ' � f ! ; � 8 '� '� ! ^� s � I , ; � h � � � , i � � � . i N4 � . �. . ! � � � ,� � � i , ; � ' � � I � � � � - � i � , •i . I : ! � � ; �,� ' I i � �"-� � j � ' � im i � i I �1 1 . . � � ,� � � � T ' ' �� ! � � i � � ,1 ' , , � . ' '� I i , ' � ; � C� � �� ,. ,} i IV_i � ' � I =��.�� O j ; � ! . �� i � � �-;7 ( � � ! � � ' ' . ; 6 I ,� � � : i ( � / � R I � � �' � � � � \ ! j i (' ' !: '! !� � � _ � ' � ' , i � ( I I 'i � �I '� � � � ' : � ' � ! I �; '{ I. a ! I � � 1 � a ; k � � � I •� ;_i= �,,,_ ' I. ; � : ! ' � : I � �" '� � , .�� i ' j � •''" ' ' � - � � I il � i W 1 W �i �, I 1 � �� ' d 1 ,. �:� ; � I ; � ' �� i � �i � � � , ! ; � L � � � ' {i ;; II C, �..�'� � � i � � � �' � '' � .� � �..�� ...� .� � , � � — � � � ' , .�� —..,— , s Bonestroo, Rosene, Ander6k and Assooates, lnc �s an Aff�rmative Achon�Equal Oppo�tun�ry Employer B onestroo Pnnnpals Otto G Bonestroo, PE • Joseph C Anderl�k, PE • Marvm L Sorvala, PE • Richard E Turner, PE • Glenn R Cook, PE • Robert G Schunicht, PE • Jerry A Bourdon, PE • o Rosene Robert W Rosene, PE antl Sus.�n M Eberim. C PA , Senror Consultants Assouate Prrnopals Howard A Sanford, PE • Kerth A Gordon, PE • Robert R. Pfefferle, PE • A nderlile & Richard W Foster, PE • David O Loskota, PE • Robert C Russek, A I A • Mark A Hanson, PE • Michael T Rautmann, PE • Ted K Reld, f:E. • Kenneth P Anderson, PE • Mark R Rolfs, PE • A �� O �'�� Al�lan R ck S'clhmidt pE E, L S• Robert F Kotsmith • Agnes M Ring • Michael P Rau, PE • Engineers & Arehiteets O(f�ces St Paul, Rochester, Wdlmar and St Qoud, MN � Milwaukee, WI Webs�te wwwbones[roocom October 13, 1998 Mr. Paul Baumgartner Building Department City Hall 16200 Eagle Creek Ave SE Prior Lake, MN 55372 Re: Wellhouse No. 3 File 56601A Dear Paul: . . � . � � , . . . � . Per our telephone conversation �ast week on Qcto�er 5�', yo� indicated th�t a btiildimg pea�rnif could not be issued without the follo�sring chang�s to the projeGt: • I'rovide secondary containment vol�mes for fluoride and sodium hypochlorite sufficient to hold the contents of the storage tanlc along wi�h �0 minutes of fire flow. See attached calculatians shovying the .revised cor�tainment volumes. See attached 8.Sx11 figure for revised pip�n� plan that re�lace� pip�ng pizux on sheet P1. • Provide level monitoring of the secondary containment areas for fluoride and sodium hypochlorite. Chemical flood floats will be installed �n each of the three fluoride and sodium hyp�chlorite containment azeas. In the event of' a ieak oa� an overflow in the chemical storagK� tanks, the float� will �rans�i: an aiarm to th� Supervisory Control Panel which in �rzrn will �aorify o;��ratars of �an a1�rm condition. 36 � • Pr�vi�� additior�al �E.'V-i.ncti �vid� �s��y in t�e �:?xemical r�orn s�p�.rated frur: t�e exi:�ting doo� by� at l�;�t %a tk��. �4ia�t�na� �ist�arsce of`th� xoor;x. Daor �11 have �a�ic hard�ware. See �riach�d 8.`�xl 1�ibures ior �cGatio�t oi additional t�aar. Figu�e%� / replaces the t�oor plan frc�m sheet .�1 v✓hil� Figure � replaces the north elevation �riew from sheet A3. 2335 West Highway 3G ■ St. PaUI, MN 55113 ■ G12-63G-4600 ■ Fax: 612-636�1311 .� � Mr. Paul Baumgartner October 13, 1998 City of Prior Lake Wellhouse No. 3 The Contractor would like to begin work Thursday October 15�'. Is it possible for the building permit to be issued by this date? I realize this is short notice, but would appreciate anything you can do. Your efforts will benefit the City by allowing the Contractor to start on time. If you have any questions regarding this s�bmii�.al, please call me at 604-4771. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. � �'�! Ronald A. LaFond cc: Mr, Greg Ilkka, City Engineer Mr. Doug Hartman, Public Works Supervisor City of Prior Lake Wellhouse No. 3 56601A Containment Volume Calculations 1. Secondary containment must hold tank volume plus 20 minutes of sprinkler flow. 2. Containment will be provided by polyethylene tubs. 3. Per contractor, sprinkler fiow is 02 gpm/square foot. Required containment vdumes: a. NaOCI bulk tank tank volume = 1,000 gallor�s containment tub dimensions = 76 inches 88 inches 42 inches high sprinlder volume to contain = tub horizontal area x 0.2 gprtVsq. ft. x 20 minutes = 186 gallons required corrtainment vo{ume = tank volume + sprinkler volume = f,186 galbns check volurr�e provided by tub = 1,216 gallons OK b. NaOCI day tank tank volume = 305 gall�s coMainment tub dimensions = 54 inches 58 inches 30 inches high sprinkler volume to contain = tub horizontal area x 0.2 gpmisq. it. x 20 minutes = 87 gallo�s required containmeM volume = tank volume + sprinkfer volume = 392 galbns check volume provided by tub = 407 galbns OK c. Fluoride day tank tank volume = 305 galbns containmeM tub dimer�sions = 54 inches 58 indtes :�0 inches high sprinkler votume to contain - tub horizontal area x 0.2 gpMsq. ft. x 20 minutes = 87 gatfons required containment �rolume = tank volume + sprinkler volume = 392 gallons check valume provided by tub = 407 galbns OK 1:�566�56601 containmentvolumes 10J13J'98 � < � _ _.. .- .. - _ � .. , �► � ., � . . . . Y �� ' -- - ° � i'° ,� . �. � � - . , . .. ..- ��.. .... : ,- �. � -.- _ --- ------- -- . , , -- �- • • -- . _ _ _ _---� ---� � t ` .. .•-' a . . � . a � � . � _ . • • . � � � � c � e . . . . �� ,• W i . S a •• •;�- . . �. V e ; . , ,� . . ; � .. _,.._.._. _.__� � . _^ . .._ .- _-- -.—:- / , • � : ..,, , . -• . . . _.. .....:.. -^ �- � "_ .- " _ • ' a . � ' a — . . . �• . ' �J � . •. . . .. • � S . . ♦ • • • � • r� -_ a • � �� . � • • • * --��a -- _- � ' a ' � r- �- • •. . � :t :t: �t: . „ .. ..� . .. e `s.:. � . >L3 � r --- --- . .i.._... � — =a- - =l�Y ' ' • ..,—x—._-= s 1 I �� :."� '__' _ _ �� ti! � � • � __ � . i .._� I . • ri". \ : , "'`�: O ' O 1 1 � .ij '��'% �_�_ ___� _. .._ a . a � � �� • : . a � � a �• �. . a . � . �, • . . iO11L� �IYt100 i10{011 � 4 . • � 3'-� ?-0' �� •-r �r-r ,•-r :r-r r-cr FLOOR PLAN 0 2 4 � SoaN in fi�t FL0 R P LA N � eonestroo 0 Ra�ene PRIOR LAKE, MINNESOTA FlGURE 1 �erlik & � Assoc,�ates WELLHOUSE 3 � � � 56601A01a.DWG OCTOBER 1998 56fi01 ieooa voir � � oowar �iw �� tsrto. � eoac r�cc asv olass �� eF�s�o a��o�.' c�i►� e�eac eoac � e�ocx . aav s»,ao � aF sus rn. cart� �oNr s—/a �a+ soE oF cooR aPOaa �—/a nrs � av oQw�sr �iw No� a�vAnoN . � ,..c BUILDING ELEVATION � R� � PRIOR LAKE, MINNESOTA FIGURE 2 ��at s � WELLHOUSE 3 E,�►,� a � 56601A03o.DWG OCTOBER 1998 56601 Y y , � � � � � � � � � � � � � � � � � �� € € � � � � �� ' � ' a► � . �.. � � �� , °. � � � . � a .., � $ �� e . . . , � � � � � �'� � a � ; • . � . �� a �� . � � � .. � � W s V � �� ' .• � � � � a - d• � � � �� . L % � a O � ' 0 . . a . , , � + �� ° �� ° �� ° �� '• . ° � � � .• "° � N ; �� . �� t , t �� t '� � � • ao � � • � . . . �� .. . � �� a 'IL109 r-__ - -� . � � � �. . s �� b �� s, � T , � ' � • � b � b �� - ---� �-- � . „ � � � � �� •� � � a � � � b'�� a 1. � � �a . � . � , � lOWN00110lOII a � . • �� a'�� 4 ' -4 ' J'-4' s'-4' b'-0' 3'-4' S'-0' � � PIPING PLAN � Bonestnoo 0 Ra�sene PRIOR LAKE. MINNESOTA FlGURE 3 ��t� WELLHOUSE 3 � � � 56601P03a.DWG OCTOBER 1998 56601 AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL �� TESTING, INC. 3EPORT OF COMP FS�� T FN TH O INDRI r rnN��FTF Sp �rn�rT A TM �q PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT EN COMM MIDWEST SUMMER STREET, WEST OF P.O. BOX 73 ITASCA AVENUE CAMBRIDGE, MN 55008 PRIOR LAKE, MN A1TN: LON HOLLISTER CC: BONESTROO ROSENE ANDERLIK & ASSO. AET JOB NO: 02-00854 CIT'Y OF PRIOR LAKE DATE: January 08, 1999 Set No: 5003 A- C Date Cast: 12/17/1998 Mix No: 5166 Placement Informatiore Plastic Pro e� rties Cast By: Dave Franseen Slump, in: (ASTM:C143) 4.0 Placement Method: Truck Discharge Air Content, %: (ASTM:C231) ( Placement Location: Chemical storage tank walls and floor, Concrete Temp. (F°): (ASTM:C1064) ' east side interior Concrete Supplied By: Cemstone Truck No: - -389 Date Received in Laboratory: 12/18/1998 '' Cylinder No. 5003A 5003B 5003C Cylinder Information Height (in.): 12.00 12.00 12.00 Diameter (in.): 6.00 6.00 6.00 Cross-sectional area (sq. in.): 2g 2� 28 2� 28 2� Cylinder condition/preparation: CurinQ Information ' Test date: 12/24/1998 1/14/1999 Lab Hold Days on site: 1 1 1 Days in curing: 6 27 Age at testing (days): 7 28 Test Information Load at failure (Ibs.): 123,150 Strength at failure (PSI): 4,360 Specified strength (PSI at 28 days): 5,000 5,000 5,000 Type of failure: Cone Conformance: Typical strength/age relationships indicate the design strength will likely be achieved at the 28-day age. Reported by: 64 a . "AN AFFIRMATIVE ACTION EMP�OYER" 2102 University Ave. W. • St. Paul, MN 55114 • 612-659-9001 • Fax 612-659-1379 , Duluth • Mankato • Marshall • Rochester • Wausau AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • MATERIALS • ENVIRONMENTAL �� TESTING, INC, REPORT OF PLASTIC CONCRETE TESTING PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT BONESTROO, ROSENE, ANDERLIK & ASSOC. SUMMER ST., WEST OF ITASCA AVE 2335 W HIGHWAY 36 PRIOR LAKE, MINNESOTA ST. PAUL, MN 55113 ATTN: CC: CITY OF PRIOR T.AKA AET JOB NO: 02-00852 DATE: January 14, I999 Date Placed: 12/17/98 Concrete Supplier: Cemstone Mix Number: 5166 Placement Method: Truck Discharge Total Yards Placed: 11.00 Weather: Overcast 3Q° Location: Chemical storage tank walls and floor, east side interior. STM:C143 ASTM:C231 TM:C1064 Time Placed Truck Slump, % Air Temp. Cylinder From To No. inches Content de . F. Set Remarks 11:15 12:00 389 4.0 6.0 Cast c 1. set #5003 for 'ob #02-00584 Notes: Specifications: Slump: 4" A,ir: 5-7% Temp: 50 - 90° \ Report Prepared By: R rt R w By , \ ave Franseen � David G. Wirth 64 "AN AFFIRMATIVE ACTION EMPIOYER" 2102 University Ave. W. • St. Paul, MN 55114 • 6i2-659-9001 • Fax 612-659-i379 Duluth • Mankato • Marshall • Rochester • Wausau AMERICAN CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • MATERIALS TESTING� INC� • ENVIRONMENTAL � REPORT OF COMPRESSIVE STRENGTH OF CYLL�TDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT EN COMM MIDWEST � SUMMER STREET, WEST OF P.O. BOX 73 ITASCA AVENUE CAIVIBRIDGE, MN 55008� j PRIOR LAKE, MN � � AT'IN: LON HOLLISTERJ CC: BONESTROO ROS�NNE RLIK & ASSO. AET JOB NO: 02-00854 CITY OF PRIOR LA�CE DATE: January 18, 1999 ' i L_ Set No: 5003 A- C ' Date Cast: 12/17/1998 � Mix No: 5166 ' Placement Information �lastic ProRerties � Cast By Dave Franseen Slump, in: (ASTM:C143) ; 4.0 Placement Method: Truck Discharge Air Content, %: (ASTM:C231) � ( Placement Location: Chemical storage tank walls and floor, Concrete Temp. (F°): (ASTM:CIl064) east side interior Concrete Supplied By: Cemstone Truck No: j 389 Date Received in Laboratory:'; 12/18/1998 �ylinder No. 5003A 5003B 5003C �ylinder Information ' I Height (in.): 12,pp 12.00 i 12.00 Diameter (in.): 6.00 6.00 � 6.00 Cross-sectional area (sq. in.): 2g.27 2g.27 I 28.27 Cylinder condirion/preparation: � Curing Information i Test date: 12/24/1998 1/14/1999 ; Lab Hold Days on site: 1 1 1 Days in curing: 6 Z� Age at testing (days): � 28 Test Information Load at failure (lbs.): 123,150 155,300 � Strength at failure (PSI): 4,360 5,490 Specified strength (PSI at 28 days): 5,000 5,000 � 5,000 Type of failure: Cone Cone i Conformance: The 28-day test result meets the required design strength. � Reported by: - '� - . , 64 avi . . i "AN AFFIRMATNE ACTION EMPLOYER" � 2102 University Ave. W. • St Paul, MN 55114 • 612-659-9001 • Fax 612-659-1379 � Duluth • Mankato • Marshall • Rochester • Wausau � I �.�� - it�l`t AMERICAN }✓ CONSULTANTS • GEOTECHNICAL 1 ENGINEERING • P/IATERIALS • E NVIRONMEN7AL �� TESTING, INC. REPORT OF PLASTIC CONCRETE TESTING PROJECT: REPORTED TO: WELL HOUSE #3 REPLACEMENT EN COMM MIDWEST SUMIVIER STREET, WEST OF P.O. BOX 73 ITASCA AVENUE CAMBRIDGE, MN 55008 PRIOR LAKE, NIN ; ATTN: LON HOLLISTER , CC: j BONESTROO ROSENE ANDE�tL,IK & ASSO. CITY OF PRIOR LAKE ' AET JOB NO: 02-00854 _ _ _ ' DATE: December 21, 1998 '' � Date Placed: 12/17/1998 � Concrete Supplier: Cemstone j Mix Number: 5166 � Placement Method: Truck Discharge � i Total Yards Placed: 11.00 � Weather. Overcast 30° I Location: Chemical storage tank walls and floor, east side interior � . STM:C143 ASTM:C231 ASTM:C1064 � . Time Placed Truck Slump, % Air Temp. Cylinder ' From To No. inches Content de . F. Set Remarks ' 11:15 12:00 389 4.0 6.0 003 A- Notes: Contractor W cast cylinders, but AET personnel did it. I Specifications: � Slump: 4" � Air: 5-7% Temp: 50 - 90° l , ' ort Prepared By: � . Report ie�ved By: ,` .. . . _..._ s Da e Fransee David G. Wirt� 64 � • i � 1 �` 1 "AN AFFIRMATIVE ACTION EMPLOYER" 2102 University Ave. W. • St Paul, MN 55114 • 612-659-9001 • Fax 612-659-1379 � Duluth • Mankato • Marshall • Rochester • Wausau I b � - � � t SCHERER BROTHERS DECEMBER 15, 1998 LUMBER COMPANY SUBCONTRACTOR NOTICE (In compliance with M.S.A. CORPORATE OFFICE 514.011 Sub. Div. 2) 9110 83rd AVENUE NORTH BROOKLYN PARK, MN 55445-2197 PHONE (612) 379-9633 FAX (612) 627-0879 TO: CITY OF PRIOR LAKE 16341 ITASCA AVE. PRIOR LAKE, MN 55372 RE JOB AT: 16341 ITASCA AVE. PRIOR LAKE, MN PLEASE TAKE NOTICE: THIS NOTICE IS TO ADVISE YOU OF YOUR RIGHTS UNDER MINNESOTA LAW IN CONNECTION WITH TI� IMPROVEMENT TO YOUR PROPERTY. AN� PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS Il�IPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR TF� CONTRIBUTIONS. WE, SCHERER BROS. LUMBER CO., 4797 HIGHWAY 10, ARDEN HILLS, MINNESOTA 55112, HAVE BEEN HIRED BY YOUR CONTRACTOR, ENCOMM 1V�WEST INC. , TO PROVIDE LUMBER .AND BUILDING MATERIALS. FOR THIS IMPROVEMENT, TO TI� BEST OF OUR KNOWLEDGE, WE ESTiMATE OUR CHARGES WILL BE $3,000. A FINANCE CHARGE AT AN ANNUAL PERCENTAGE RAT`E OF SIXTEEN (16%) PERCENT WILL BE APPLIED ON ANY AMOUNT THAT ARE THIRTY (30) DAYS PAST DUE. IF WE ARE NOT PAID BY YOUR CONTRACTOR, WE CAN FILE A CLAIM AGAINST YOUR PROPERTY FOR THE PRICE OF OUR SERVICES. YOU HAVE'THE RiGHT TO PAY US DIRECTLY AND DEDUCT THIS AMOUNT FROM THE CONTRACTOR PRICE, OR WITHHOLD TI� AMOUNT DUE US FROM YOUR CONTRACTOR UNTII.. 120 DAYS AFTER COMPLETION OF TI-� IMPROVEMENT UNLESS YOUR CONTRACTOR GIVES YOU A LIEN WAIVER SIGNED BY US (SCHERER BROS. LUMBER CO.). WE MAY NOT FILE A LIEN IF YOU PAID YOUR CONTRACTOR IN FULL BEFORE RECEIVING THIS NOTICE. SINCERELY c �� SCHERE BROS. LUMBER CO. 4797 HWAY 10 ARDEN HILLS, MN 55112 � � 1 SCHERER BROTHERS LUMBER COMPANY 9110 - 83rd AVENUE NORTH BROOKLYN PARK, MINNESOTA 55445-2197 PHONE (612) 379-9633 FAX (612) 627-0879 Dear Sir/Madam: �hclosed with this letter is a notice identifying our company as a material supplier on your construction project. This notice is authorized under pro- visions of the Minnesota Lien Law. The purpose of the State in enacting this law was to give protection to property owners like yourself by informing you in advance that material suppliers such as Scherer Bros. Lumber Co. cyould potentially file liens on your praperty in the event of non-payment. In the past no notice was required and awners were often exposed to claims on the�r property fran unexpected sources. Under the new law, only those suppliers giving notice can claim a lien right if that shauld be necessary. The particular w�rding of that notice, which is harsh in tone, was deliberately chosen by the State in order to impress the o�mer with the seriousness of this right. We regret the bluntness of our notice, but we must use the language as required by the State. We have presexved their �rding in order to fulfill the intent of the law and to preserve our rights under the law. WE T�1NT ZO S'II2E�S ZiiAT Zi�IS 1�C�ICE RF�ET,DCIS IN NO WAY ON � Il�i'DC�2ITY C�t CRIDl'r RATIING OF Ya[TR QO�t �t YOURS�.F. Our decision to send the notice is based on the dollar value of our ccc�anitment of goods, not on personal considerations. AL.SO, WE WIS[i ZO FOINr OUT Zi�,T �I'.S IS A NO►PT(� �Y ADID D�FS I� OON�RLf�E TF� F'II�ING �' A L�T. Mechanics liens are not filed until reasonable time is allowed for payment. In conclusion, we thank you for your decision to use our products. We antici- pate a good �rorking relationship with you and your contractor and we believe that you will be well served by our products for many years to come. Sincere y, . . LN st�gt sxos. �B� BONESTR00 ROSENE ANDERLiK � 6516361311 10/�3/9$ 14:00 �:01/07 N0:828 � , � 9on.�t�p ax Tran�mrssron �� . �� Date: October 12, 1998 Fron�: Ron LaFond To: Paul 8aumqaRnar Cur F!!s No: 56801 ' Or anlzstlon: Cit of Prior Leke Pa 9 y �S tp FOlIOW: ,� 6 Buiiding Department " Cnl,�lne/ Wll► Fo/low In Mall: Yee.,,�, No �sY Number. 447-4245 SubJset: Wellhouse No. 3 �_ Remarks: Deer Paul, . . 1. Transmittel lettc�r, revised floor plan (three 8.Sx11 figures) and containment caiculations attached. 2. In our phone conversatlon this morning, it aounded ifke you could issue a bullding perrT�it by Thursday morning sseumin� you're aetlefled with the revieione. 3. Thanks for the help. Sincerely, . 8onsstroo, Ro�ene, Anderllk and As�oai�ta ' 2335 West Highway 36 ■ St. paul, MN 55113 ■ Phone: 812-B38-46p0 ■ Fex: 812-636-1311 , BONESTR00 ROSENE ANDERLIK � 6516361311 10/13/98 14:00 �:02/07 N0:828 . Owre�lic�u.Rwene.e�nderl�k.nrprc�p�i,il�:i l�ir lc�aiinlflim,ili�c�cl�unCyu,dOFy�orfunif.YFmpniyrv Bo nestroo Pilrit'I�iAli. C�tIU Ca BOr1r�l�uu V.f. • lo5rph ( Anrlrrlik I'f • M��i�� I S�ivdl,q. Pf.. • ' N�rharA F:. lurnr.r, (�.E.. Cilr.iln R GunY, f'I: + hnb!�1 ��r•I�Un�I'hl Ff. � Jzlfy A BUuYtlUi1, P.E, • � Rosene RobcR W. Rocene E[. anU Su��xi M. CLaiun c: pn. Srni�,i Cnn,iJ�.ui�t Anderlik & '��r�[i.!�tr Pllr�rlpels Nawnru n. S��nfp�r� f'h • KCi�� A i�nn1�� Y � 17ubeii R Pftrlle�lc, PC - Ri�hArd �'/. Puite�, �L. � Dev�J U Loskni.� I+t • Hrhrvi I itutt�`F' � 1.� � M�t�k A klar5s�n, PL' . Ml�liael T. R�uUlldnh, PE• • Tnd K.Lir1U VF • k�•�i�ir�11 N �+n�lcr�nn PE - Mark R Rolf1, P.0 • A cCOr� *��pC SlJnry P WIIII.gYlsl'�n. P.E. 1 S• Rot+crt F K��f5mi�h • Agnc f M I+irn� • Mn nhrl E R..u, R6 • , �iwi �r O il.J Aunn NI�w ishm�dR FF Engineers 6 Archlterts ��cas: 5[. Paul, Rocheuei. Wlllm.d ,u�d Si l loud, MN . A�i�.�.�i�kri;, �I vr�nsr�i•: www,bonestn+a.com � Octaber 13, 1998 Mr. Paul Haumbartner �3uitding Depa�.ment � City Hal� : 16200 �agle Creek Ave S� � � Prior L.ake, MN 55372 �� Ite: Wellhouse No. 3 Filc 566a 1 A Dear Paul : � : Per our tcl�phone conversation last we�k on October 5'�, you ittdict�ted that � buildin� }�ermit could not be issued r+�+ithdut the followin� changea to the project: : • Provide sec;ondary containment volumes foc tluorid� and sodiwn hypochiorite suf�ieient to hold the contents of tha storage tanjc alAng with 20 minutes of fire flow. See attached calcul�tions showing #hc tevised eontainment volumes. S�e attached 8,Sx11 figure for revised piping plgn that rcplaces piping plan on shcet P1. • Prov�de leVel monitoring of the secdndary containment areas for fluoride and apdium hypochlorite, Ghemic�l flood flasta wi11 be inat�,lted in each of the t,hree fluoridc and sodium hypochloritc cantainment ares�. tn the event nt'a leak ar un nverf]ow in the chemica.t storage tenks, the floats will trartemit sn alerrri to the Supervisory Control Panel whicb in twn will nutit'y oporatorg of a�n ale�rm condition. �'L � � � Ymvid� additien�l3B-inch wide door in the chsmical ranm, �epa�rated fmm the existing door by at least '/x the diagon4l� distance of thc room. Uoor will have panic hardwaro. Sez atteclied $.Sx i 1 figures for IoCatiqn of addidonal door. rigtuo�!' / replaces the floor plan from sh��t A1 while Figutc 2 replac,es thc norGh elcvation view from sheet A3. 23d5 �vesc Hlghway 36 • Si. Paul, MN 55113� ■ 612-636-4600 * Fax: 61Z-636-1311 BONESTR00 ROSENE ANDERLIK � 6516361311 10/13/98 14:00 �:03/07 N0:828 f h1r, Puul Auumgartner C)clober !3, 1998 ' C'iry nf Prior Luke , Wellhouse No. 3 The Contractor would like to be�in work "I'huz�day Oc:tobcr 15� Is it ppssible for thc building permit to be issued by this date? I realixe this yg short not3ce but woulcl �ppreciate anything you . � can do, Your �fforts will benefit the City by allowing the Contr�ctor to stert on time. 1 f ycru have any questions regardin� this submittal. pleasc call mc at 604-4771, Sincerely, :� I3UN�STR00, R05ENC, AND�Ri.,IK & ASSOCIAT�3.1NC. � /�� . � . R�aald A. La.Fond cc: Mr. Greg llkka, City Engineer . Mr. Uoug Harlman, Public Works Supeivisor . BONESTR00 ROSENE ANDERLIK � 6516361311 10/13/98 14:00(� :04/07 N0:828 Clfy o1 Prlpt l.�kN Well�ous� No. 3 5b601A Contalnment Volume Calouletlon� t. Becondary eontainmerx �nuot �ofd te�nk Volurf�b ptue 20 nllnutsa of sprinkler flow. , 2. Gor�talnment will ba pr0vided by pdyetM►ylens tubs. 3, Per conlractor, sprinkler Ilow Is 0.2 pprNsqu�ro toot. _ Rsquirad contelnmsnt volumee: s, NaOCI bulk tank fenk volume s 1,Op0 p�llorn . car►�alnmeM tub d�snsbns � 78 Inohss !B lneh�� InGh� Mph bprinklsr voluMS to cbAt�in � tu� holi�cor�al aroa Y 0.2 gpmleq. h. Y 20 minutea . 18o qrlbr�s �aqulrsd oontiilnm.nt volum� � tsnk volums � spdnkl�r volume � • 1.1 e0 O+dbns � check volWme rovldsd � tub � 1,ft1d 111bns OK . D. NaOCI d8y tank ' � hnk volums * 30� q�llons cantalnms►R �ub dfmsneb�s x 6a ln�ehs� 69 btohs� ' � 30 Ir�ches hlp� ep►inkisr volums to conteln i tub hoMlfCOMS) a�ea x 0.2 9PMaq. tt, x 20 minutae = 67' wlbns . requfred �oMafnms�t voluma � tqnk vo�ums + eprinklsr volume : � p�llorw eheek velums �Idsd D!ub � 407 bns K C. Fluo►fds d.y tank t�nk +rolwn� � 906 p�llon� contalnn�snt tub dbtnsf�sforl� : 64 IneMs �e Irahse , 3i01noh�e hi�F► . eprfnkls► volums to oont�ln � tub hoeltom�l a�� x 0.2 ppm/sq. N. �c 2o minuies �+ �7 p1111p�1a ree�ulred qoneslnerMnt yolul/�s � leink volums �r sprlt�Cler volume y 9px pslb�s � eheek volWne rovlded b tub � 407 slbra OK . 1:16eA16N01 • eontelrxns�volurr�e � �a��oe � BONESTR00 ROSENE ANDERLIK � 6516361311 10/13/98 14:00 �:OS/07 N0:828 � . , .:.......,.``.. � � (:.��'��• ". , . .. . . , i �� d� . � , � �`, r � '; • a 4 �* �� ' . • `� . ' ('" .� +` .,.. � � � I t I .+ ; . • •... �� . � _.: �.,; ........ ,- . , , � . ,... ,. . . � ; � .. ... ; � .., .. . .. ._.. . ; e . . ... �. - i � • -, �: , , .. e � .e , • � �. . . . 4 � � � . �� ... , .�. f�,....� d . . ,.,` �� • ' •� � y , �,' ;i �� .� • . . .�,,.....:.. l._..�. i......... �� . . .. .., , � . l !: �......ai F............ � ` • •i r'� I Y . h��iwl.. � . •.:•......:.� i.:":'�;I Q'.�':;:•:..;r; , ` � , i , .....� ' , e . i � e � � � ,._.� _�.�... �.... .. ,...� � • • � 1 � �° r L . � ' . • .�• � I � . -�:. ;•� c:�::•::.i:� 'a . ' � . :/.� I � �. , , • A i i '� i i � ' � � F: : �.lF� ii4 ��nu!xi(:u ��m� r • i . i , . 1 • I . ' ♦'�M' � � • e � � �: )t; f i ' a ; �; .: :, : I � ,,� __ . . ��: � � r: � :F, �- -, , ; .. ....... . ...�., . . r:•�rr:r�i3 � ki•_..i..}�: H�2I:!au �.. � 1 �, . I I � � t....� I � � w r � � 1. r.�..��iiyii ..��`.. ; �'" �� ; h � � � � �'. �1. � ;4 � • i� ��`,'., � L I � r � � �� ' . . : , � e� • }� � ° ♦ � . r � . • r . �� : • • � � L �� M"1. ,•� �,� � � . _� P� e � . �� .: t�l. M rwie . , FLOOR pL,AN �"�"'�"'�° � Ab�ns PRIOR LAKE, MINNESOTA FlGURE 1 �� . WELLHOUSE 3 �""" � "'°""°' 566otA01o.DWG OCTQB�R 1998 b8E01 BONESTR00 ROSENE ANDERLIK � 6516361311 10/13/98 �4:00 �:06/07 N0:828 iws v�r�� : � � a�rw wr �� w.� . �m r.a� a�oo� tr►, eawr�o� �r �- 1� a�s� �s s oaaR ar� �- 1� � �s ar awr� nr� . � � � � , BUILDING ELE1/ATI4N � Abwm�r IIYIYM�IInMnln � � PRIOR LJ�KE. MINNESOT� FlGURE 2 /�od+�i.� WELL.NOUS� 3 � � �`� 56601A03o.bWG OCT08�R 1�SlJ S8$01 . � •' �� `1 � • • : �� '�• '• ' 1 - �� wr�+� �+.. �� -� `�� ..rr.�►.w►w.w�ww � �^�-�-._..-� �, I i 1 `��►�_�. r � �r ��.�r.��.r.�i►�� 1� ■ ,1 : 1, ■ ,� 1� � ,� ii�.. � , � 1�� ` � I .► _ , � il, ., a � ,, ►, � �- ' � �� _� o � � �� ,� � ��`�.�1�:-:'►�►.�.�. 1 , � �.`�r��. � � . N 1� 1 1 a �1 �� , �, : i 1 •� � �1 ° �j i, .. C� ; � � \ �� '�1 �� s : �� `.� i, � � = 11 11 ,� 1� — `1 1\ ' , '--- ---�----� � �, �� ,� �1 � �� ►�� .�..�,� �►��.�� _�...�._ !� �:w�,.��.....�..:.r...�� _._,� :._—== = --- —, �..�_�... ,�- �: ,, .. . � - , :- -. . 1 . .. .. . . .: - :, \ \ Bob Hutchins � l � � ' From: Susan McDermott To: Jay Scherer Cc: Bob Hutchins; Bud Osmundson; Doug Hartman Subject: Well House �3 Date: Wednesday, April 26, 2000 10:15AM Jay- We will be paving the driveway to Well house #3 in 2000. I will let you know when it is completed so that you can close the permit file. Sue Page 1 �__ \ Paul Baumgartner From: Jane Kansier To: Paul Baumgartner Cc: Don Rye; Doug Hartman; Greg Ilkka Subject: RE: BP#98-1149 Date: Friday, August 13, 1999 1:46PM The Planning Department has no issues with this building. The access drive and parking area will be paved in 2000. From: Paul Baumgartner To: Jane Kansier; Susan McDermott Cc: Bob Hutchins '�`., Subject: BP#98-1149 Date: Thursday, July 29, 1999 9:34AM Well house #3 building project is complete pending Planning Dept. and EngineeringDept. final approval. Please keep me informed if you have any issues. When you have signed off, I will close the project file. Paul Baumgartner Page 1 . ; DEPARTIVIENT OF � � � -, - � '� � �; � ,. ;; � BUtLDING AND INSPECTtON �'.t.��'�: �.� RL � r �� . A K E . °�• ;�. ,r�' ;,:,. .a. , , . -;�;.,� � :>�,.<:�r;� °�.�: -'� ��;..; .. . � , , , � � ` T;�� , _ ' � . .,,. . _ <>rr � `' �aW. . _ _'- . ., �, N P E 1'I .� N RE Rt� � . ' : SITE�ADDRESS � '3 � � , j � • , � ,. , . . ' � NATURE �OF' WORK` �� ,1��,�p . . .� . , : � USE`�OF..BUILDING �a„r. / T.�, � � . �; �= � � � � RERMIT� N(7:�- �.��=t �� . DATE ISSUED l0 —t�t —R,f�, � `�'�.� �� . . . � CO�VTRACT'OR�� ` :_�; ,r,��, � . . �.�5'��, ;� ..�sk -, � NO�TE:�THI��IS. NOT A�ERMIT FOR ANY OF THE INSPECTIONSy�B�LOW��>�-� ��:"�:. � : �� P�I�MIT IS �Y� SEPARATE D C M T ,`' �:`°� `��`"- �" �' �� : �;�;�;H �,.>h� . ,.:,�:. .i,�r,... , �. . = �,�°"� �� LL�.=}��,,. . � . O U EN �.�--,�.�"`�� , ,,,, �;...�. . ' A�"' ��' r ; }.F'r . J u ` ��,. � ' . _ . • IN E R t1A?E ' � .. � FOOTING � � �_� ' ! i --2.-� .. �.' . _:: � . . , FOUNDATION (Priorto Backfill) � �'�'''`-:�- � , � , ��,�.' � :_ �.a,r��: . UNTIL��►BOVE HAS ��EN SIGN��: �"� `'�;` t. �r� � ,., 7,� ' ' p - ;,, ,:° ;�,','�r�r.. ! ; .w •_ " , . ' ' , , `' , , , ' . _ . �, �� -'u:�`t��: � � I� O U G H - � N S � . = :�t� � � . ;:��, �S�WER / WATER�/ SEPTIC . �.%:�,��=,- ,. : : �,r"v . � .= = tk�',`'.� : � , .�' i'�7 ; ;FRialVIING�� '�%�� t '� ' `Y , ^ . , . . r �� ,�.�i= �» :,:;��• , , . u,��;� � � r , `�w,�� :��,.< �;. , ��'�� ' ,.,. �� INSULATION� . t � � � � � , � . . .. � .: �;.....�. �:�,;:_ ' � �'°'�' �- �EL�CT�.I�ALF� ,: .. , � ��,� . � . , ; . � :. i"r �.: � � '�� - "" . ' � � - - ' '�. g} f �j, , . . .i , h w• �� 4 . �<�� ^ _ �5'�� fM��, � _ , • .: . r . > .� {��F r r� `� � '� `,�' i.Sr � ., � i7��.'�7�e a �;� �� 1 ��y� k 'ge - �°, =7, � �. � e : � � . Jfi, � , , ' ' N 1'e: 7 'L:1 �n�� , i 7 -° :?4�.4R:� <� . ' F ,'�•SUn�e 1.: "�J `t�� . .;Fc,�y' r� T 1' � g . e . , y F ,. a .. '.;� :;�, - . d � j „ ' :•s.. . �;�� F tY.;� ��•a_' ..,` ' , �-.� ;� �`: ;.,�- ;3;;.,,. µ ti > . �_`�..:a E �: 4 ;.a ��,; . .� „ p . � .�.i'F f'.:P?' . � . ��):/.•:'' . _ �$_, ,, . �F ._ , ,��. �`•`°�. , ,•�,�y_ `". .. `�a�', - f V . :t �'' � �: '�� a ��a�= .+, ; , � == -'`�'i�=�:�'�:`��?'': . °",,�,,,,;• .. . _ .. . . ., .��: �.°.iw��` _��wa��":�COVER, NO -WORK UNTIL ABOVE HAS BEEN SIGNED�.''�� _:�o, n �^^� }� �t;�:.:�:' #� 1�WA�:LB , .. ,..J.�. .�.� � . _ ; - .. OARD': . �, `_ .. ` ..t ,. ,,. . FINALS ` � :. . � � �� .� : Gf#ADING Prior to Soddin ) � " � (,—� � ". - , -� � �d: ;1;. :B�JIL�IIVG ��a -3:,,.�, , ., , . . r } � � � : . . :' y . "V `� 'OP\ ' y t , " ,�!',� , . , �'` , ; , , ,,��' ::� a = ELEC�1'RICAL�:�w,�, ::��r�. ,. - .. , . , ;, _ . . +'` " ' f'�,,d =` � � � `.,,;,,�, ��r,�; �.. � , :t , _..,"r�: D lJ Q ING ��.� , _ . . ;�+ • _ � �^��: 'r'� �Y '�p`;'� ,�`�5.�� • ' - . . , �- -,s� . t . . < wi, � , ' ' :;�.�. e� . , . + < � . . � ��.! - � . . . , ;,:.,:' .�,.L�.;. , . e wv�� . . ��` �� P UNTIL ABOVE HAS BEEN SIGN�D ,"�'��.:�r`-'�F' "� p,r.» ' - . -.. . ....��{ .�;,:;�,:,: O;� NOT-�:��OCCU Y.-.�. ',�€`u '�`"'- �r�,� �'��'' �`;: "�` �1�:�"'� = � . __ . :. .�: :;a�{sr 4 � , . . . , ., . ..��. •. ' :r,�,' 'G� "' � �t t a'' �' ?a£-' � �'' t ' r. 'a w. , ..'t?„ . � A £v ,�. . , .. �. . . ; ,�'. d x e'� ..� y=•'� {�' ..;.;�,� w��; ��" ;w �a.: �� r_ , , .. . . N OT I C E , „ . ;_�,�. :.. 4 .�:: �.;: f _ -: _ Y.'1� ii.:'', 'S' ti 4'.y� + 4r."��'P' M .q�� ' a.,�'A , 7 . . ' . � . .'F��.� '��.�[.~._{j': . «1:.._b� ` . 4 , ', fi��,� ''.�4�' ' �This�cartl..must be� posted near �n electrical service cabinet prior to rough-in ,inspections''`� `' ��' .' �.'�� r; r � �.`�r� �,'.� �`�u°`:=��,•'s;anti''maintained ,untit all inspections have been approved. On bufidjngs and additions. '' ". .'{, M . . �� A ��wher�e no servlce cabinet is available, card shall be placed near main entrance. '� ' ,�;,`'�.: ,' } �`o�'° ;,p;,`i +'%�r,.>.. -' � . , ' � - ��'�z��.� � ��u=;�:`�,r¢ � �:, � ;; . Call between 8:00 and 9:00 A.M. for all inspections � � " ; � ��,A . �,. ; - - ``�� n `� . ' ` FOR ALL INSPECTIONS 447-4230 � , ��