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1995-Building
�� CITY OF OSHKOSH No ooso�ss OSH OSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 911 WITZEL AVE Owner INNOVATIVE INTERESTS INC Create Date 12/6/95 __ Desig�ie� Contractor Wiscontech, Inc. Categor�� 231 -Addition Stores&Customer Service Plan D4-191-1195 Type Building �� Sign Canopy � �nce F�aze �__ ._ �J_ _ ---��_ _ ��- --- _�__ _ - -_ - __� Zoning C2 Class of Const: 6 Size 24'x40' Unfinished/Basement Sq.Ft. Rooms 1 Height Ft. n �roje ion - �1 ____� Finished/Living 960 Sq.Ft. Bedrooms Stories 1 Canopies Garage , Sq. Ft. Baths Signs �� Poured Concrete � �ost ing Slab �� � oun ation � Pier � Other ��J Concrete Block , l Treated Wood Occupancy Permit Required Flood Plain No Height Permit Not Require Park Dedication Not Require #Dwelling Units 0 #Structures 1 Use/Nature fCar Wash/Addition to rear of building: Fzpand parking lot. Parking lot to be paved�y 5-31-9��ode�equired HVA�fo�nsfalled pri of Work i I i • HVAC Contractor Plumbin,g Co��ctor . __ , ..��L.��`' +�a`.• . — Electric Contractor ��� ��U �, .� _, __ _ ----- - ---- - '� k Fees: Valuation $18,500.00 Permit Fee Paid $317.50 Park Dedication $0.00 Issued By: Date 12/6/95 Final/O.P. ��mif Voided,'i - ____ _ - _ _ __ --- _ _--- � i In the performance of t ' work I agree to perform all ?k pursuant to rules goveming the described construction. I I Signature " r Date � _ _�- ��__� ._ _ _ - _---- --_ _ 1 i AgenUOwner �Address _ Telephone Number .. • ZONINGILAND USE COMPLIANCE CHECKUST •;OB LOCATION: �// �1,' ��� � ZONING C � ?ROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: New Construction Addition Alteration : TYPE.OF CONSTRUCTION: (i.e.,fence, pool, parking lot, sign, etc.) � /° � � � O /� � 1� r c�<< ac�L��' X a.����''" t��r.� COMPLIANCE CHECKUST � DEFICIENT COMMENTS Use Lot W dth - � Lot Area ' Lot Area Per Family Fioodpiain Front Yard . Front Yard Side Street Rear Yard Side Yards Building Area � : Parking Standards ' �� � ��� ����c.` Off-Street Loading Standards ���4�-�---�L-����� �� Vision Clearance � Transitional Yard Standards ���'�G�) Landscape Standards Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standards Drainage Plan REVIEW AUTHORITY �, As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or ; designee, must approval all plans, except the following: (1) Alterations or interior worlc when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. L�'� APPROVED ��� ����� ����'�� DENIED � Plan Commission Action Required Vanance(s) Required REVIEWED BY• Gi��_ � 2� DATE: z L �I� � ZONING/LAND USE COMPLIANCE CHECKLIST JOB LOCATION: �1�/�/ f�t.�i "�t P/ �''�� ZONING - - �� PROPERTY OWNER/CONTRACTOR:_ �N� 5�--�-�e�< <.,. CONSTRUCTION DATA: New Constn.�ction Addition Alteration TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) ��x �{a .�1�Q,� � ,`�.s COMPLIANCE CHECKLIST DEFICIENT COMMENTS Use Lot Width � Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street � Rear Yard Side Yards �� Building Area � � " Parking Standards ' �-c`c� `�Q-�-� ; c�� Off-Street Loading Standards �,w.��`G�� � ��f�� Vision Clearance _ (oy�- �,�-�-- S�,�"� Transitional Yard Standards Landscape Standards ��� �-���'� �� �w�r�s S ��t �N � Pc�. Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standareis Drainage Plan REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. '� ' APPROVED ��`��������«�'� � /'����� DENIED Pfan Commission Action Required Variance(s) Required �' / � � REVIEWED BY;�!���� � Ci��: Lr'�'�i'� - DATE: , '' j c'��j—. ; � V) w � EVILVIN& ATA ~ e� EJCISTINFs pIT of C1I X 2 I/2 X r2 6A OV^1N?"R- �E7 STREAM GAR wAaH EXISTINas TRADE b�NGINSBRTNG 9Y w ® = . f71TI0N 1�1 r .� � = M 21 SFIEgOYcraAN STREET _._.. ..__._ _ - 24"-O' `^- ----_ C-5 � = Z m C/) FOND UU LAG, A15GON51N LOCATION - q l l w17ZEL AV tEi^€ ` 24 z w cau�MN ENl 1VEE. IIiTG �Q � Cn c� OSHKOSH,W15GON51N � �n fO37 S. GBARGB IFY TURACS m -�¢ cn Er``'- KNNEBAOo COUNTY U.N.O. UNLE 5 NOTED OTHERH15E � 2'� 8'� �-�" &�,• 2'-c�' I — � � 2b FA.&ALVALUME ROOF PANEL RZAVRAF1 D", 11751C. 63916 _� ca z Ln TYPE 6 METAL FRAME UNPROTTE-OTED OVER b FSK FACED INSULATION (414j!eb- 6i FAX'[4141 1167-ORtt LLI C>j 7 W [bra r -------------------------- OVER 8 I/2'X 2'X 12 CrA � 5- CHAPTER 54 OCGUPANGY ROOM NUMB ExISTIN6 FLOOR AREA 14208 SF ---- _--- __- ---- ---- s f'UFtLINS a 4'Or- � �- V� F- � I PROVIDE ANTI-ROLL BF2f4G A S 8 i*IEW FLOOR AREA 960 5F s ° I �PURL#Ns iG. t..� C) � p TOTAL FLOOR AREA la,ib9 < 16 OOa 5F p i 12 As, DOOR NWB ER a Ire' 12 6A zEE 1 TYPICAL ENi KALL F;ZjWl 16 EXI5TIN6 RooF PURLIN FLOOR LL 125#/5F DL 125#/5F 4'T5 COLUMN, i iLAJ 7UC pEMOLITiON' NOTES BEAR ON EXI5TINs l i t l '- ---,_ ,ter AL. F-- C >^^ ROOF 5NO1Al LOAD /sF BLOCK WALL. I . . . © Z �wC C� m- iXI5 PENETRATION CK IC1C C7 CoNc P SNP.!^W 0 04 10 12'� �I I � C.> 9= � C� Q C) FOR I CUT EXISTiN6 WALL.PAr>IF9.. i EXIT )412X49 , oc EW TES 4X4X.IO COL UM w12;K ATE SET ON EXI5TIN&MOCK 14 6AUE GF EIRT o I� " [ I -V-2 Arm. PROVIDE 26 6A / ✓ �T AGcI81 E1°7CIT a a METAL PANEL,W/4'"FSK.EDGED i -... - ......... INSULATION. FLANGE BRAc1 i i f DE516N/f31JILD 5PEGI'FIGATION5 5EAFROM PLANe 4 �j BEP+M 1"L ANt i !i, pOp�� C9 TO ROOF PJRLIN I s IL general Conditions `� cl DC�C� Z BEYC+1iT? d+} 1C7C7R Bc1�lJ � � ExISTrN6 B1..acK � The plans and specifications are intended to lve a description of I 0 q �� all Contractors shall vI51t-the site to verif 1 the work. However, � ,- . ,_ . ECISTIN6� �N existing conditions and the accessibill to their work areas, ere 4 T5 COLUMN. 4 TS COLUMN NF 2 3 X 2 3 X 1'-0' shall be no deviations from these plans and specifications without BEAR� sTINO s i � An II .w(3l to i f the Des1�qndl^. The Contractors are, to t ` ; W d I the written con sent OTS 4X4X W,-M COLUMN clarifyan�} discrepancies with tKe. De5laner prior to ctt� p � p� , . ,_, wl2x4s corrlmen r work. , Ccantracto s shall furnish all labor, materials (includinq taxes} , p — r� 6IZ PLATE wI(4) II2"saLTs and eoq�u� ipment necessary for satisfactory cam )silo of work. ,�'�II I , , 1 {, EXISTINe AfiP++ALT ap [Icc ble Federal, State and Local Cosies a6d ordinances are hereby r rnapde a part of these specifications and shall be complied with as I ALLCrYCALTOP a BCTraM OF .ALL GOLUMNG✓J c ( 6�5 the c p Iy to work under their contract_ 4 Th�Cr Pastor shall notify the Des1 ner prior to ourin concrete ' �' �� pp p q l footin�I15 and before the structural s�p steal has bedn encrosed. A t q _ __-- --- - - "o final 1�s action will be made by the eslgner upon completion -_ I cW 4 � of the Project. _-_- ---- - - U --- 5EGTION Sitework -- - Provide all labor, materials and equipment for excavating, grading, w fill and backf111 work as rewired t6 complete the genes SCALE I/4" 1"-O" °f V construction work. All excavation and backfil I for mechanisms are sacur EXISTINs ASP++ALT the responsibilities of the re5p ctive mechanical contractors. TREWcH TO Pf3OVIDE 1'THICK 'd MUTE: Di er'5 fiot Line must be, notifled and all utilities shall be STRUGTUR L �L�I STRIP FOOTIN6.POUR FLU5H 'g� wl'EX15TINB 4fALT SAGE located fare starting excavation work. SGAJ ll8" = I"-o" PROV[PE(3) 04 GONTINUOU5. Foundations shall not be placed prior to approval by the Designer. The presumed loll bearing capacity, 15 3,000 P.5.F. Q v areas and All or anic topsoil inside the building area, under paved a at sUt fill ar as shall be strippped. All subgrade fill under paved Ind building areas shall be pit run cca�r� avel placed In 8 maklmum lifts and compacted to at least cl5` of standard iaroctor maximum dry density. Fill must not be placed on 1 o.o� any froze ground and frozen mated is must not be used for back fill. The buildingsite shall be�graded to provide drainage, owa from the building atcx minimum of 156 slope or as indicated on-the p14 n. ExISTItr6 A> 1�ITIaN NOTE% LOW ROOF 15 PE-5169ED FOR Q Concrete 5NOW ACCUMULATION PER DILHR T�esigqn and construction of all cast-in-place concrete work shall conf6rm to AGI 30 and GR51 Standards. FLEX-FLASH LU Des��iq n mixes shall be in accordance with ASTM Gc14. --'- - ``- 1) 5tt�en th to be minimum 5,OOU P51 at 25 days for footings and --�-"�-` � ���`l�� � `.. w Ils. ` y g FOR F',NRK I NC 2 5tren th to be minimum 3 00 P51 at 2S da s for slabs onoprade. 1 I- g , a, , I I r 3) Siren th to be minimum 4,CpOo PSI at 2Pa dcs for columns t5earns SF' GES TO REPLP�GE Q 1B and structural steel ' 77 74405E I O5T IN AREA �''> 5IV ROD X--GRACE @ j ` 5 u shall not exceed 4 inches, i i 1 I U I 4 Im o ' � n i 1 All oncrete ex osed to weather shall be air-entrained with 4- INSIaaFA1Au_ E q 1 4 I ' � r�t1�L�1T"ON. air content. No other admixtures shall be used without approval of f I ' C `� i C VIDE AtSF'�-If LT LQ En sneer. I m b)-maximum a regate size for footin to be 1-1/2" and maximum � ' � �'��I�� '�� '�'�T�R � l 1 j I s aq re ate 5126 for all ether work to be 3/4 . I ,'� ! �� � P'fdgcelaar slabs with constructon Dints or saw dints not I ra I I I ` �� j , Try 4 PHLAC. i } LLC71�C5. " • HM OHM I exceeding a grid spacinq of 15 x I or as lndtce�ed on the plans. I Saw cuts must be made 6s soon as possible, but no later thdn 24 hours after concrete 15 placed. All interior slabs to have a --__-- __-�" ___ - ____are, to receive a light broom - --- troweled finish and all exterior scabs -----_1 s�a finish unless noted otherwise. Maintain level floors at all walls Ia' o� � la . 24--01 and pitch surfaces uniform) down toward drains. ----- All concrete is to be seal6d or wet cured for 7 days. Floors that ° " will be receivinq quarrI4 or ceramic the are to be wet cured only. All exterior sick shalt`be separated from the building with 5GUTH ELEVATION NE5T ELEVATION continuous expansion joint material. (EA5T 51 IL�AR) All reinforcin bars shall be, A5TM� A-615 grade 60. Thickness of sc I/e" = I'�" te cov�r over reinforcement shall not be less than 3" where- concrete. SALE I/a° I"�" is deposited against the qround without use of forms and not less than I-1/2 In other locatiori"s. All reinforcing marked continuous to be lopped 24 diameters or I'-4'° miniml�m at splices and extended around corners with corner bars. All other bar spplices to be lopped 3b bar diameters or as noted on drawin s, Placinq and detallinqc� of steel relnforcinqq and reinforcing supp6rts shall k e in accordance with GR51 and AGl Manuals and Standard 1 2 3 4 5 V 1 7Z �j Practices. The reinforcement shall not be painted and must be free of grease/oil dirt or deeprust when laced. All welded wire p fabric shall meet tie requirements of ASTNi A-185. Pre-En sneered Metal Building Components metal bulldln components shall be dell ned for a snow DETAIL ��"I' DITIc71`�l � Them q ci roof load of 30 FSi=, and a wind load of 2CT P5F, collateral load of \.1 3 F5F and wind uplift loads Qf 20 f 5F ondlor :50 'P5F (canopies, overhan s, pro gectlons, etc.? as required b Wlsc. DILiR. ,« The metal bulldi"nc� cam onents shall be manufactured by {� Varco-Pruden Alain com an , Evansville, W'I. '"• The items shall be u lie pd b the Contractor as outlined In — the contract between th6 Owne and WISGOI�TECH, Fond du Lac, WI. c cce antes shad b components and pond the installationwith of 1-�.. accordance with the Building i Manufacturers erect) n drawinq b�{ a ualified erector usln l proper todis rind equipment. Erectlon practices shall, In aNition, conform to Part IV, MA "Code of 5tanda�rd Practices." There shall Q - EXIT {10)EXISTING STALLS be no field modifications to primary structural members except as EXISTlN6 SUlLDI1�tF � LIOH'T authorized and specified by the Bu ding', Manufacturer. - o Sealants Caulk around all windows, doors, vent openings, where different _ materials meet, roof openin s, eaves, soffits, jolnts, around < —� piumbinq� fixtures, countertol5s, etc. and as rewired for watertight connections. „ Doors, Wlnd�ows and Frames - Furnish and install all doors and window assemblies as indicated on plans aloe wtth all required hardware and accessories as may be N 24, `" 'EAT L.ICHT required fr a complete ob. All doors and windows Shall operate I— smooth)y without bindin ad shall be installed plumb and true. — A All hclrcSware shall fit properly and be adjusted as required. Heatingand Ventilation Work J 0 8 NUMBER All worK shall be done in strict accordance with State and Local Codes. 5e orate Plans and calculations shall be submitted for � /,, ��� approval others. The Heating and Ventilating design is not a part 6 of this Plan. Electrical Work All work shall be done in strict accordance with State and Local Codes. The Electrical design is not a part of this Plan. Al Exits: 51TE ''LAN Provide an a roved t pe illuminated Sign bea ing the work ""Exit" In b" higqh let s abov all doors Showngihus � All exit- = 20' doors Fhall be e uipped with lever t o exit hardware openable from MV the inside withoutgthe use of a latch, ey or bolt. '( ' Al 1 Fire Extnqulsher5 (FEEX) Furnish and install extlnqulshers per Wisconsin Dept. of Industry, tabor 4 Human latioris Ind. 51.22 and Nf=PA No. lO-1 8. K w � SHEET NUNIBERS . �C , - k. rz e' r I I _ .. . BUILVIN6 DATA JET`Sit�P cA w 21 SI f 6AN STRET EXI5TINe5 °PE I� Ill?'LAC,WISCONSIN 7eAd+�X� I!2 X I2+5A LOCATION - c1I1 HITz ,, AV `' " �JF'I, Y�IISGONSiN � E �4'-0' -�..._ ffN+GINJI°�i�INC B?' 5 WIhAEao C%UUI~tT1' U.N t?. �� NOTEDoT1 iER1�liSEf4 a* TYPE METAL i ,4ME OTE'TEO 4' w . 2!�O■ C #/4PTER 54 oc .IJF�ANCY $-C7 4°-O' �r-q' ,�4 1=X'ISTINeS ROOM •. G/7 �`_ ENGINEERING c�c = ra I4,2c� ___-__ .. ___-___ --_ -____ _� Fes— art y.. C _ 6 �� to ss ,-.. NEW �.00R, ,,� � _ BBtYIIR �ldd" IITSC. '�"� °° � � '�- ---- --_- - W-- _--- --- e V2•X •X 12 6A z �98f8 r� t> TOTAL ARi✓r4 15,166 5F < da,000 SF �_�-X DOOR � f<� '" _ I I PLARL.IN.S• W OG -.Nw F ��'�l W-aartt cry w e � � �� � C:QR LL I?. ✓SE ILL 12a /SE 4 r 8 V2 I�fiA Z� r ' PFtO1 AN i7 RAY LAf N C C7 � 5i�loW LOA17 5r ✓SF � f !:?IwN'dc+LITCC.�i'�t 1"^I,C7T1�5 '�"�'✓I/�Pi3'E C.�t.,t1�. I� :'fit It85 r ` TYPiGAI_ I FIAT il+l ICI9TINB ROOF P�RLIN I ON>xiSTiNe3 r r I�I.00K w,LL, r � r Ls J r c� EXIT 4'CA1 fR�f I ON 2`-°3"?� '�'X in C j■ ...... I I S """�... " � _ w1 --.... X46 GC�H'G PAD F tldwlF.,W✓C 1 IC7 I✓2" = �W �'.1 �. C D Ca1 OG B^! 1 STINS HALL PANt3 - .` - LAJ C � Cr ACCESSIELE EXIT , FOR NEH BEAM Pe4eTRA11ONTS4X4xrs r!s SON EXISTING BL cAc,-K H2X45 - "'. "...`""`.,. .,.. '+.. C=) Ce L L_ rrY C V2'ROD X-5RfMGP ht � �,y t TE flE516i+1/BdJiLD 5PEC1FIOATlON5 • 4 /I Wc15 The plans and s ors acneral ConditionsT� LOkeR�reclflcatlons are Intended to qiv�� e a descrlpLion of g ae the work. Howe�rer, all Contractors shall vislt°th Pow rN ' exlstln conditions and the accesslbill to their war atroeaYerlfy Were, I M95T#I6 ELcx1K Imo, r I 4 shall b� no deviations from these �lan� and specifications without $✓g Is 6,�STEEL pp 4'ralA PIPE . i er+ I6,OCr w✓NORI S RAP the written consent of the Desi fir. The Gcantractcars are to oN>:�xIST1Ne� ' r �'�ON�'-s«X 2r-S'x I'-�O" I�I9T1Ne9 E�mwAL�. n • 1I115H1 1=t7R PANEL G7 clarify ant� dlscrepancles with th1�e Designer prior to P��r�.�vC���c to v�' �� �- - commenciii work. t r ATTAC tT.. PROVIDE 26 e9A Z Gontractor�s shall furnish all labor, materials (lncludin taxes) ' ac METAL PANIM,,,� -e FS!c FAcIW 0 t� fNS(LAT1oK crud equi went necessar� for satlsfactor completlar� of wtark. ,ill """"' � 46 � app Cice Federal, 5tai"e rand' Local Codes acid ,ordinances are .�. they aINor of these, Specifications and shall be cam fled with hereby coLtkK CIp 75 4x4xia-m they Gr to worm unde� their contract. �' r > LL' r 4 , :a.'.: footinc s and before the structural s ste has been In concrete • { n The actor shall nail/ the I7esI net �rrlor to our c� qq @X15T1N6 A5PhIAP_T--�'' !s2'PL+4T W(4) p/'2"BOLTS final iris ectton w11f be made by the esigner upon completion A ° +� 'Of the project. - r r �IC e BOTTOM o�5ltework - _ -_-- ---- ------------_--___--__ Provide all labor, materials and e Ipment for excavat►nq, grading, _-� MW f111 and backfill work as req�a� ired t complete the c enerdl �constrvctlon work. All excclvatlon and backfill for �nechanlcals are z T 53onslbllltles of the respective mechanical contractors. GTION i ere Hot Line must be located fore starting excavation work. d and all utilities shall be se a EXI�sTINeS ASPRALT # l 4' ^ e r notified / i Foundations shall not be placed prior to approval by the STRUCTURAL PLAN T+ 44 To moral= I'TtNGK � � Designer. STRIP r-OOTIxs..POUR FLU—4 C 5GALE I✓B' EX571NO A5PI4,k_T51WAr.E. •.. The presumed soil bearing capacity 1s 3,000 P.5.F PRO\ADE cry#4 CONT1NVOuS, � � X All or anic to loll inside the building area, under paved areas and at slu fell areas shall be stripped. All subgrade fill under ppaved" tnd bulldinqc� areas shall be pit run cc�rave) Pp��ICICed In Su maklmum lifts and col�pacted to at least cI AS of standared proctor maximum dry densi 1=lti must not be y raze ground deed frozen materi 15 must not be used for fl l i. The bu1lding site✓ shall be ceded to provides drama e away from the buildlne at a minimum of Ilope or Cis Indicated on"the plan. Concrete con/ rm to ail cast-In-place concrete work shall , Low� Is' ,Leila,r-O co nand constr u'ctlon of AGI 318 and GR51 Standards. ��4 nON PER AILF 2 5 Weston mixes shall be in accordance with A5TM Gcl4. Is. t�eangth to be Minimum 5,,000 p,I at , P days for footings and�,401 2.) 5tren th to be minimum 3, 00 P51 at 28 da s for slabs on rode. 3) -3tru to be minimum 4,C1r2ea P5l at 28 do s for columns, ems and afro raI steel, d 4 slum shall not exceed 4 inches.. PROM VEL `URF✓�t l� � p e air/cl o ern e tecs other d to weather shall be air-entralred Hith 4-7 s✓s°Pan x�, I FC7R �`7) F', RII I6 En sneer; admlxtu, �-_ shall be, used without approval of IN� '^�- ) laximum a negate ,size for footln to be 1-1/2" and maximum n AGE TQ REP'LJ�°�:r a re ate s q TI-t� L05T IN AREA t� q work to 'tie 3,/4 , } cc�� q l� for all other wo � Pi`e�ce floor slabs with construction oInts or saw oints not OF r , I>ITION. exceedinq a�qrid Spacingof l x ! or as Indic-4ted on the Ions. 'f •` pp ' 9 PRIse �T' Saw cuts inus `be modes soon as possible, but no later thdn 24 'aro axm oII receive, v` `Ifhi �\ troweled finish and all a to ed. All interior slabs' to have a TYP _ hours after c rR oncrete is kiarNor slabs are to ive a II t �.k light broom , _ finish unless noted otherwise. Maintain level floors at all wails AcLowti,s All concrete Is to be Beall down toward drains. G-------_--�,_, �_____ --------------- T"; and pitch surfaces uniform rid ©r wet cured for �' des s, Flo Ica'-o• -----_-.___, e� ors that , ________ -•. w1li be receNin que rn or ceramic the are to be w t cured only. ro a"' -_--__- -__-__ -__ - U} All exterior skis shot be se�pstated from the building with continuous a anslon olnt malty rlal. Xp All reinfear TIC bars hall be A!STM A-65 tads 60. Thickness of e" SCALE I✓B eFi_VATIC7l concrete is de o51ted a alnst.the round without use of forms a rep 1^IEST ELEVATION concre✓ e coo r over reinforcement shall n t be less than 3 where, SOUTH EL i q and " -o' (FAST SIMILAR) not less than 1-p/2 in vtt•ie�r lacatiorfs. All relnforctnqq marked continuous to be lapped 24 diameters or 1'-4" minimU'm at splices SCALE I✓,.and extended around corners with corner bars. All other bar s�lives to be I�ppried 36 bar diameters or as noted on drawnn s. Piacln and det P11 c� of steel relnforcin and reinforcin� supp its shalll " ccorda Practices.e in a not be aimed Ind - andard ce with GRSI and }� I Manuals an ces. The reinforcement shall gd must be free of easefoll dirt car des rust when laced. till welded wl're fabric stfall meet tyre re of A5 A-►&5. Pre-En Ineered Metal Buildin Gam onegts I 2 3 4 6 q c p The meal buildlg companent shalt be designed for a snow C5 L . . .. ..�_� . y oroof load of 3Ca SF rrtd a wind load of 2Q Pam, collateral load of P5F and wpind uplift loads of 20 P5F and/or 30 P5F canopies, ' �' verhant�s ro 1ections, etc) as required 1^115C. DILHR. The met6l 911 Iz � t "� n cam agents shall'be manufactured by t-- q D 'f "I L3r4'i' I TI CAI CV Varco-Pruden S�rildin rOM an , Evansville, WI. ley e�wne the Contractor a wee contract between v ii d nd K5C,0NTFCfI Fond dd in s outlined bere items n o�ItFres cam R nd du Lac, l'^li. `�, �.--1 !_ agents and the installation of �accessories shall be performed a fa tools and a udi dra"Ied in accordance with the Building " re on �,uallfled race ices s ` .� Manufacturers erecti n drawln s a erector u5in� ,�. cc - '"+w Qeorrn to Part I V, hall, Ig addition, �MA Code of 5tdard Practices.'" There shall r authribe no zeeld amnd Spec by phe Buildin taranauft kxers except as 9 er. s Caul5eak round all windows, doors, vent openings, where differentl3UILI71N5 materials meet, roof openin s, eaves, soffitsJoints, around e13 lion GXISTIrte sTALLs connen fixtures, cauntertr� s, etc. and as required for watertight � cs EXIT LISNT < LU +:onnecons. �, Poors, Windows and Frames Fvrnish and Install all doors and window assemblies as indicated on pl ans along with all required hardware and accessories as may be .---- i^e aired for a completeob. All doom and windows shall operate qq� smr�othi without bindingd shall � installed plumb and true All hardware✓ shall fit roperly and be adjusted as required. '�J 1 q —'' �— V A11 war shall be done In s rk T LI&HT Heath and Ventilation Wo strict accordance with state and Local _ Codes. Se orate flans and calculations, shall be and for t a�pravel 1:others. The Heating and Ventilating design t not a part Of this Plan. ---•� Electrical Work All worts shall be done in strict accordance with State and Local' J Q'B NUMBER Gocles. The Electrical design 15 not a part of this Plan. Exits: -1 in Provide, an tl:eprsroalac v sell Illuminated �r shaver trr h seagIn9 the work '"Exit" 1 exit T,E FLAN doors 1a11 bee Moped with lever^ e exit hardware openable from then Insides without H6 use of a lateh,�, or bolt. SCALE M" = 2 0 1 Fire Ext[n Ishers fly — -- er l�llsconsln L7e t, of Furnish an install eXt1n fishers pp � ' lndustn�, Labor HumaAl n latioris Ind. 51.22 and C A No. k7-lg75. 40cf. 5 I QM,RFPICZ .......... BUILDING DATA OWNER -IET 511REAM CAR KA5H Cn 21 5HEBOY5,4N 5TREET 4!=1 610 X 2 V2 X 12 CA =F: = C) FOND DU LAC, H15CON!51N 24--0' 9)VCrArZrRZY9 BY LOCATION - all HITZEL AV L>S�X�NEH GRADE ai C> a-- - = C.> HINNIH%-N&O cOUNTY UXO� LNLF=55 NoTE-r 24'-0" A U-E�R O5HKO5i4,A15CON51N LLJ ENGrNEERrNG ;� G+1AFrrER 54 OCCUPANCY F>V--_7� PLEX-FLA514cryt TYPE 6 t-�TA4- FRAME VHFROT]5rTED -> OTHERH15E 2'-0- 41-01 2'-0' 44 GOLUMN ROOM NLHE5ER -------------------------- f- 1087 S. WRGMUMMUCR EXI!��T%9 FLOOR AREA 26 CA.6ALVALLq�E ROOF PANEL an -4- 14,206 5F OVER 60 F:5K FACED INSULATION BRAYRR DIM. Me. 639fe C'O'7r4'Cj-0Ujt-% B 19 NEN FLOOR AREA tl 6 J9141'r OVER& 1/2'X 2"X 12 CA ZEE (414)$0-4M FAXE4143 Wi- -8 cr_ qbO 5F 2 W CTi TOTAL FLOOR AREA DOOR NUMBER !;j 15,166 5F < I5jOOO 5F t r-PROVIDE ANTI-ROLL 13RACE CID b 112' 12 GA Zlff=- I (n =1 5ETk(EEN PURLINS FLOOR I I 125*/SF DL [25#/5F -rT'PICAL E'�VKAtLLFRj\MlN6 12 L�j LA- CC 4" DIA PIPE COUJHK EX15TIN6 Inc PURLIN CZk (--'# ROOF 5NOK LOAD 50*/5F DEHOLI-MOK NOTE5 EeAR ON EXIST ce- L INC I � BLOCK HALL Z C-D cc: 4'COLUMN ON 2-5'X X- 034 X[1- 4 LLj a- = W W Lai CD CL- 3W EXIT CONC PAD REINR PV(3y 0410 1/24 or,EH CZT EXISTIK&KAI-J- C-) M C> r-OR NM(A BEAM PENETRATION f---TS 4X4X-I8?5 COLUMNj 4or_ 91C C> V AC-GE-,5113LF- EXIT sET ON E>a5TIN6 BLOCK ka2X45 C., a- to CD1 C KALL 1/2 ROD X-43RAcE DATE E)E-5l671 UlL1? 5PE61FIOATION5 rLAMOE BRAZ�E f:Rom LONER General Condftlong 0 MAM K-ANOE TO ROOF PURL-IN Intended to Clive, a description of The plans and specifications are EXISTINe 5LOCX KALLL-----_ ,rif 551W 18 CA STElL5TUP the, work. However, all Cortractoi-5 shelf visit-tho sitq-, to ve 3 conditions and the qr-ceg5IbjljtL4 to their work areas. There, 0 16-06,W HORIZ STRAP V) existing shall be no deviations from these, plan,26, and 5poc 41 VIA POPE COLUMN, -4"cOL" ON 0 MID4fEI6+fr FOR PAN14- ,ific,ations without 2�-��'X 2'-3'X 1'-0' EXISTlNe FNDk4AL1- i ATTACHMENT. PROVIDE 26 6A CONC,PAP REINF.w(W 04 10 1/2- Contractor5 are to SLOCK PqALL. METAL PANEL,Al 4"F5K FAcED 0 the, written consort of the, Designer. The BEAR ON EX15TIN6 Z 0<;E5,q clarify anq discrepancies with the Designer prior to INSULATION. COMMOncInq work.. Gontrar-tor15 shall furnish all labor, materials (InCludv taxes) IK2X45 xle ,;aand equipment necessary for 50tl5factorq complatfo Of work. All a 11C ble Federal, State and Local Gerdes and Ordinances are, hereby f ( , m5do a part of these specifications and shall be compiled with as Wrthey t work under their Contract. EXISTIIN&ASFHALT- 09(ffUdC`ttor Shall notV the, Desl n rior to pourfnq Concrete, 1121 PLATE W(4) V2"5OLT5 5 er (rr`PIr-A.L TOP 4 BOTTOM or- The and before, the s ructural' ! 5t`onfhas be6n encased. A ALL COLIHNS} final Iffspection will be made, N the, Designer upon completion of the project. 51tework- ------- LL- I C4 C4 Provide all labor, materials and eqVIpment for excavatinq, grading, '* 1+ fill and backfill work as required t6 complete, the genoral SECTION I construction work, All oxod'vatIon and baokfill for moc-hanicals are, the, re5pons1b1l1tIe5 of the, res CCWe, mechanical contractors. 01 aNt ,hall be, I NOTE. nigger's Hot Line must go notified and all utilities r SAI,�EX15TINO ASfV66LT 9 56ALE 1/4' located ore, starting OXCO[Vatfon work. 5TRUGTURAL FLAN TRENGH TO PFOVIDE I'TI41r-K MN 0 placed prior to approval by the WALE 1/81 11-on E;)<Is-n N6 ASPHALT 5LRFAjrE. Foundations shall not b6 plar STRJP FOOTING.POUR FUr-Ai Designer. PROVIDE(W*4 0ONTINUOU5. The presumed soil bearing capacity is 5,000 P.S.F. 4E Al[ orqanlc- topsoil Inside, the building area, under Paved areas card at sate f11 I areas shall be, strippe-d. All 5ubgrade, fill under Paved dnd building areas shall be pit run Q Vol placed In b" maximum lIftg, and CoMpar-ted to at least 15% of ravel proctor maximum dry den5itq. Fill Must not be Placed on any frozen ground and frozen materIC15 - U must not be. Used for back fill. T'ho building site, shall be, ciraded to provide drainage, away from the, but.c 150.01 ling at a minimum of 19651ope or as Indicated on the, plan, Concrete NOTE; LOPq ROOF 15 DESISNED FOR Pesicin and construction of all r-Ost-In-place. concrate, work shall %40H ACAaHLATION PER DIU-IR conform to AG[ 316 and GR51 Standards. Z Post n mixes shall be in accordance withA5T�f Gq4. 1) 5t�enqth to be minimum 3j000 P51 at 25 days for footings and FLEX-FLA514 WV51b-ron th to be minimum 5r5OO P51 at 2e� do for globs on 5) 5tre th to be minimum 4,000 P51 at 2e� dX11 r for Columns, ffeamc PROVIUE ORAVEL 5MFACE- and strut ural steel. FOR M PARKIN67 42 Slump shall not exceed 4 Inches. 5) All Concrete ex 5/W ROD X-5RAC-E----- reosed to weather shall be, air-entrained with 4-T% SPAGE5 To RLPLAGE Z-3 air Conte r 51 PS414LL ,nt. No other admixtures shall be, used without approval of T140SE LOST IN AFZF-A Q) Enclineor. Z L jj L 1-1/2" and rroximum OF Ar,>DITION 6)-Maximum acipregate, g Ize for f ootinq to be Ma Pre ate g1Z& for all other work to be. 5/4". e 'floor Slabs with construction,,rInte, or saw joint5 not e1XC1(?,edlnq 0 grid 5pacinq of 151 X I aX&P OH DR W or or, indicated on the. lons. 501w cur-5 mu5r, ve, modes soon as , Is placed. All interior globs to have a hour-, after concrete n 24 Pt 0551ble, but no later thof TYP 4 PLAr-Es troweled finish and all exterior globs are to receive. a light broom T- A I ,rwl5o. Maintain level floors at call walls ------finish unle,55 noted othe 11 ---------- Ali concrete Is to be. ioaUd or we cured for *7 days. Floors that and pitch surfaces uniforml down toward draln5. will be, recolving quarrL4 or ceramic- the are to be wet cured only, 5.-0. (N ,parated from the, building with All exterior slabs'shall' be, se continuous expansion joint moferial. All rolnforcl6q bars shall be, A5TM A-615 grade 60. Thickness of SOUTH ELEVAVON AE5T ELEVATION concrete covdrr over reinforcement shall not be, less than 3" where, , around without use of forms and concrete 15 deposited against the (E-A5T 51MILAf�) not less than I-L6/2" in other locatiorig. All rainfo marked 54,1ALE 1/51 continuous to be, lapped 24 diameters or 1'-4" r1,r-1M1r& at -SKIC-os and extended around Corners with corner bars. All other or r:)P1IC6s to be lapsed 36 bar dlamaberr:, or as noted on drawings.FloclQq and deta linq of steelreinforcInq and reinforcinq supports shall be, in accordance with GF51 and A0 Manuals and Standard Practices. The reinforcement shall not be, pointed and must be free, of greaeololl dirt or detotetotep rust when Placed. All welded wire 5AY ADDITION Z fabric shall meet � re(:;[uIrem6nl;5 of A5TM A-155. omponents Pre En I cered Metal BuIldinq C Z The me-Zirl buildfnq Gomponent.5 shair be, desIcIned for a snow 3 P5F and wind uplift loads of 20 F5F and/or 50 PSF (canopies, of roof load of 50-P5f`, bind a wind lood of 20 P5F, collateral overhan canopies, S.. pro or-tions, 019 required by HIsc- DiLHR. The mot9l builgin onent.5 shall be, mart)factured by Z Varco-Prud-!�-,n �Pul 60M C�ompan,�,, Evansville, HI. be IdIrIP.Hod b the, Contractor as outlined in The, items shall ;,c ul -GH, Fond du Lac, Hi. the, contract between th6 OwneW and N15GONTE The erection of the, components and the installation of accessories shall be performed In accordance with the, Building Manufacturer's erection droNInp b prope g a SAW t�Tj 0 alifled erector using (v, rtool5ando ul ment. r3racAon �qztices Shall, in addition, conform to Part lV,T91MA "COde of 5tandard Practic6s." There shall be, no field mOdIfIr ,r5 except as -ationg to F>,rlmar4 structural members authorized and specified R by the Building Manufacturer. AA EXISTIN16 BUILCPINIS • Sealants, Caulkaround all windows, doors, vent openings, where, different 43 9 materials meet, roof openings, 00vog, soffits, �qlnts, around N plumbing fixtures, count�,-rtop6, etc-. and as required for watertight connections. > < Doors, Hindow5 and Frames V Furnish and install all doors and window ag5arnbllos as Indicated on plans alas q with all required hardware and accessories as may be- required f6r a comp[otb � ob. All doors and windows shall operate N smoothly without bindinq nd shall be Installed plumb and true. L All hardware shall fit Properly and be, adjusted as required, 24'-01 LU EXIT LI&++T Heath q and Ventilation Nork \ All Nor;?, shall be, done, in strict accordance with State, and Local Se Crate The, Hooting and Ventilating design 1:5 not a part qppro�al L - submitted for Code's to Plans and calculations shall be of this Plan, JOB NMBER Electrical Clark All work Shall be done In strict accordance with State and Local Codes. The, Electrical design T5 not a part of this Plan, 164 Exits- Provide, an aproved Wpq illuminated sin be%ing the work "Exit" in 6" h)qh lot erg above all -doors shown hus ) . All exit 5 1 TE PLAN doors 9hall be, equipped with lover type exit hardware oponable. from 11 the, inside- without 116 use, of a latch, Woy or bolt. SGALE 1 20' Al Fire Extinquishers (FEX) Furnish an install extinguishers per HIscon5in Dept. of industry, Labor 4 Human Relations Ind. 51.22 and NFPA No. l0-lcl7&. Al SHEET NUMBERS Building F`erm�t Work Card Job Address 911 WITZEL AVE Permit Number 0050136 Create Date 12/6/95 Owner INNOVATIVE INTERESTS INC Contractor Wiscontech, Inc. Category 231 -Addition Stores&Customer Service Type �Building �J Sign � Canopy �ence ��—F2aze 1 Plan D4-191-1195 Zoning C2 Class of Const: 6 Size 24'x40' Value $18,500.00 Unfinished/Basement Sq. Finished/Living 960 Sq.Ft. Garage Sq.Ft. Ft. -- Rooms 1 Bedrooms Baths ro�ec�ion _ _ _. __ �__ J Stories 1 Height Ft. Canopies Signs Foundation � Poured Concrete � Floating Slab � Pier ��Other � � Concrete Block �' Post �1 Treated Wood Occupany Permit Required Flood Plain No Height Permit Not Require Park Dedication Not Require #Dwelling Units 0 #Structures 1 Use/Nature ar�ash/Addifion to rear of�i�ding xpand par�ng lot: Parking lot to be paved by 5=31-95. Code req il of Work , �� I '- _ __---- - - HVAC Contr Plumbing Contr _---- _ _ Electric Contr Inspectiqns: � Date .3/�_ Type Inspector � � Approved I f __ _ -----___ _ - _ _ � , /J - — . ---- ��Q,�L �.t.�--�e�.�.e�0�¢.0� - -- -� . 6t��c� � - ��i«.�.�as�- 1/� �i-�... S� �•-�.���l�;n, „c.�.�r-, � — r�.�,r� ti�./e-�wf �� ���v�� _ _ - --- - _ -_ _. �. � � �� - � _ ,� � � � � y � ���� ,���� -- �--�,;� �. � � � � �,p� - ,� - .�-.�- ��. `��� 7 7 �� ,�"���<� vG�- � . � �i�, . ��G' �!v� Cf- � V Gl�I� ����� .-�J t " _ � � l �L���� '����' —`�►`� I �e�( ��C.�l�"� -�-V't� ` �y�1 " "' -� -�LG�,.�"�-� ` a��'�'cx�.c�7'L Z�rJ�r� C' � Q��— ��.Q.. 1�.�-, i � __ ----- - — ___ BUILDING/STRUCTURE/HVAC PLANS APPROVAL APPLICATION Wisconsin Department of Industry, - Complete Both Sides- Labor&Human Relations E-File Safety&Buildings Division Scheduling Information-complete Bureau of Buildings&Structures when calling to schedule review: Plan No. INSTRUCTIONS: Fill in ail applicable data. Caution: Failure to complete the form entirely may cause additional delay. Submittal of this Plans Approval Application is required for each building. Submit this form with at least 4 sets of plans which include details and data as required by ILHR 50.12. Plans may be submitted to any o t�Te plan review offices I�sted on the reverse side. Projects are scheduled for review. Please call the selected office prior to submittal. Any components submitted independently from the building plans must be submitted to the office which did the project's initial review. 1. Owner InfOrmation 2. Project InformatiOn 3. euilding or Structure Designer Information Name Building Occupancy Chapter(s)And Use: Designer Registration# = 54 Car Wash L w' E15448 Company Name Tenant Name(If Any) Desi9n Firm Project# e���gi nPPri n�_ Number&Street Building Location(Number&Street) Number&Street 911 Witzel Avenue 1037 S. Geor etown Terrace City,State,Zip Code �City ❑Villaqe ❑ Township Of City,State,Zip Code Fond du Lac, WI 54935 Oshkosh Beaver Dam WI 53916 Contact Person County Of Contact Person Wal Tack Winneba-o Bud Bauer Telephone Number Property ID No.(tax parcel no.-contact county) Telephone Number Fax Number � 414 � 921-0778 (414> 885-4966 ( 414) 887-0221 Fax Number Government Owned ❑Yes �No Return Plans To: ❑Owner ❑Designer � � GovernmentLeasedOrOperated❑Yes �No �Other:(specify) W1SCOriteCh� InC. 4. Building History 5. Construction Class Requested 6. HVAC Designer Information Previous Owner(s)(if any) ❑ 1. Fire Resistive Type A Designer Registration# ❑ 2. Fire Resistive Type B ❑ 3. Metal frame-Protected Design firm Project# ❑ 4. Heavy Timber ❑ SA. Exterior Masonry-Protected Previous Plan or File No. Number&Street ❑ 5B. Exterior Masonry-Unprotected � 6. Metal Frame-Unprotected Variance No. Preliminary No. ❑ 7. Wood Frame-Protected City,State,Zip Code ❑ 8. WoodFrame-Unprotected Other Information(previous use,last submission) If plans do not show complian<e with requested Contact Person Construction class but are approvable at a lower class,do you wish approval at the lower class? Telephone Number Fax Number ❑ YES [� NO � � � � 7. Building Information 8. Submittal Request 9. Supervising Professional Information ❑ Complete Sprinkler- NFPA �For Building ❑ Partial Sprinkler - NFPA Proiect Review Requested � ❑New �Footing/Foundation �Same As Building Designer Unlimited Area ❑ Fire Alarm ❑ Emergency Power �Alteration j{]Building �For HVAC ❑Addition ❑Permission to Start ❑ Smoke Detection ❑ Hazard Enclosure �Same Az HVAC Designer ❑Revisions ❑HVAC Total Number of Stories 1 ❑Use Change ❑Truss Supervising Prof(if different from designer) ❑ILHR 70 Hist Code ❑Precast Building Footprint Area 960 Sq ft �Variance �Structual Registration# ❑Pre�iminary ❑Laminated Wood Soil Bearing Capacity 3000 psf ❑Canopy ❑Metal Building Number&Street ❑ Verified � Presumed ❑B�eacher ❑Joist/Girder ❑Tower City,State,Zip Code Erosion Control Information ❑Other:(specify) � Less Than 5 Acres Distnbuted Telephone Number ❑ 5 or More Acres Distributed ( ) 10. Related Business Systems-Please call the respective Program for clarification and plan submittal requirements. ❑ Elevators(608-267-3576)mdudes: ❑ Fire Service Provided ❑ Flammable/Combustible Liquid(608-267-1379 O Boiler/Pressure Vessel(608-266-1904) ❑ Limited UselAccess Will any portion of this building be used for ❑ Mechanical Refrigeration/AC(608)266-1904 ❑ Passenger elevator storage or dispensing of flammable/ over 50 tons or involving use of amonia ❑ Freight elevator combustible liquids as covered by ILHR 10? ❑ Part 5{residential lift) ❑ Yes � No � Municipal Sewer q Private Sewage$ystem ❑ Part 20(wheelchair lift) sa�a-��e(R.o9i9n) -CONTINUE ON REVERSE SIDE- 12. Calculation of Fees Area: The area of a floor is the area bounded by the exterior surface of the building walls or the outside face of columns where there is no wall. Area includes all floor levels such as subbasements, basements,ground floors, mezzanines, balconies, lofts,all stories and all roofed areas including porches and garages,except for cantilevered canopies on the building wall. Use the roof area for free standing canopies. Total area is the summation of all floor areas. Attach a separate sheet if necessary for the calculations below: ' Floor Level (specify) Length X Width = Area lst Floor 40 X 24 = 960 X = X = = X = X = Total Area = 960 ❑ Project NOT located in certified municipality(go to Fee Schedule Table 2.31-1). ❑ Project located in certified municipality(go to Fee Schedule Table 2.31-2). (See Fee Schedule for list of certified municipalities.) ❑ Building and HVAC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - � - - . . . . . . . . . . . Fee $ � Building Only . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee $ 240.00 ❑ HVAC Only . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee $ ❑ Revision To Previously Approved Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee $ ❑ PermissionToStart . . . . . . . . . . . . . • - . - - . - . - . - - . - . - - - - - - . . . . . . . . . . . . . . Fee $ ❑ Pre-July 1992 Building Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee $ ❑ Other . . . . . . . . . . . . . . . . . . . . . . . . Fee $ Total Fee = $ 24p_pp 13. OWNER'S STATEMENT(ILHR 50.1 1): I request that plans be reviewed for compliance with the code requirements set forth in Chapters ILHR 50-64 of the rules ot the department. I recognize that I am responsible for compliance with all code requirements and any conditions of plan approval. If this building exceeds 50,000 cubic feet in total volume, I will retain a supervising professional as required by ILHR 50.10 throughout construction to project completion and the filing of a Compliance Statement by the supervising professional prior to occupancy. � Owner's Signature: �j r���i� �,�� Name &Title � ��� ,�� '.: ;�= ,, Original Print 14. DESIGNER'S STATEMENT: DESIGN (ILHR 50.07-50.09) if this building, following construction of this project,contains more than 50,000 cubic feet in total volume, plans are required to be prepared,signed,sealed and dated by a Wisconsin registered engineer or architect(ILHR 50.07(2)). Signatures and seals shall be original. The department expects,and requires,that the project designer review individual component submittals for compliance with the general design concept. The project designer,and department,will rely on the seal of the component designers for compliance with the codes as they apply to their designs. Total cubic foot volume of the building upon completion of this project: ❑ Less Than 50,000 � 50,000 or Greater Design loads have been indicated on the plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Yes ❑ N/A Firewall schematic plan has been included. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ Yes � N/A All applicable items required by ILHR 50.12 have been included. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Yes ❑ N/A I certify that the submitted plans were prepared under my supervision,are accurate,and to the best of my knowledge comply with the applicable codes of the Department of Industry, Labor and Human Relations. Original Si 'ture of Building D.eSi23ner � s�bm�itai � Date Signed Original Signature of HVAC Designer Date Signed '� , ,Z .-7, r'`-;�,L� ll'f`7 -j✓�" _✓F Original frignature of Buitding Designer Component � Date Signed Name of Component Fabricator Submittal 1 S. SUPERVISING PROFESSIONAL'S STATEMENT: (ILHR 50.10) I have been retained by the owner as the supervising professional per ILHR 50.10 for the performance or supervision of reasonable on-the-site observations to determine if the construction is in substantial compliance with the approved plans and specifications. Upon completion of construction, I will file a written statement with the department certifying that,to the best of my knowledge and belief,construction has or has not been performed in substantial compliance with the approved plans and specifications. Original�rgrtature of Professignal Supervising The Building Date Signed Original Signature of Professional Supervising The HVAC Date Signed --�;��/�,x --� !) fC-G�L, i�-+�,�'J S Hayward Office La Crosse Office Madison Office Shawano Office waukesha Office 209 W. 1 st Street 2226 Rose Street 201 E.Washington Ave. 1340 E.Green Bay Street 401 Pilot Court,Suite C Rt 8,Box 8072 La Crosse,WI 54603 P.O.Box 7969 Shawano,WI 54166 Waukesha,WI 53188 Hayward,WI 54843 Phone(608)785-9334 Madison,WI 53707 Phone(71 S)524-3626 Phone(414)548-8600 Phone(71 S)634 4870 Fax(608)785-9330 Phone(608)266-8735 Fax(715)524-3633 Fax(414)548-8614 Fax(715)634-5150 Fax(608}267-9566 The information you provide may be used by other government agency pru9rams IP�ivacy Law,s.15.04(1)(m)]. BAUER ENGINEERING CO. 1037 S. Georqetown Terrace Beaver Dam, Wisc. 53916 PHONE (414)885-4966 FAX (414)887-0221 . PROJECT # 95W81 STRUCTURAL CALCULATIONS FOR New 24 'x 40' Type 6 Sing. Slope Addn. FOR : Car Wash . Oshkosh, WI. *WISCONTECH, INC. -FOND DU LAC, WI* GOVERNING CODES STATE OF WISCONSIN - D.I.L.H.R. AISC - EIGHTH EDITION/ NINTH EDITION .. ALLOWABLE STRESSES HOT ROLLED STRUCTURAL SHAPES: A36 GRADE - 36,000 PSI YIELD TUBE COLUMNS, TUBE BEAMS - ASTM A500 B-50 KSI YIELD PURLINS- 50 KSI YIELD PIER and FOOTING CONCRETE 3000 PSI MINIMUM STRENGTH AT 28 DAYS DESIGN LOADS• ROOF: 30 PSF SNOW + APpLICABLE DL PER WISC. DILHR + Snow Accumin 5 '=h 3 PSF MECHANICAL (SERVICE COLLATERAL LOAD) 20 PSF WIND LOAD (PER Wisc / NAVFAC) 30 PSF WIND UPLIFT (canopies, overhangs, awnings, open buildings) PRESUMED SOIL BEARING VALUE 3000 PSF (Well drained) CALCULATIONS PAGE INDEX PAGE OF DESCRIPTION 1-2 / 12 Roof purlin design 3-4 / 12 B1 Roof beam design 5-6 / 12 C1 Typ column + B. Plate design 7 / 12 Sidewall steel stud design -'` " "'!1'�•� �� �'�•��C•' , �., 8-9 / 12 Endwall rafter design �" � �"' .. �" 10 / 12 F1 Footing design calc . � °. 11 / 12 Brace rod designs �� ����. � • ;ri.�' 12 / 12 Thermal Perform. Calc. $ � � �� � ��,,¢,� : �:>: ; _ �Q� G�,., ' � �S. ..;C. ,.: --� J "-..s. . . `/N �'* BAIJER EAlGINEERtNG CO. �"" .����. 3��+�Co�i.nr+Auas� 95W81 CAR WA3H Af?DN 08HKOSH,WI 45)'.tr,t 4'a �'lisU i'ir- sNp� WISCONTECH INC/FOND DU LAC,WI •• Ov�r�N Lemgth oI Besm: 40 R. Aidal Load: 0 KIP6. Dsf{�etlon Llmt 240.0 180 180 ---__._....._ �� , o Mlap uda Loutlon Mx(MazJ 60.f50 K-in 10.00 R Vx(Max1 f.d00 1CIPS t0.0o R IRequlred 7.1�80 M•4 20.00ft 8 n n k load P Aiorr�n`t K-in C—icition'lE -- Oe l.ocatloa 1 1 .OQ 18Q.0 5.168 2.18 Q.84�6 .1 2 20.00 18D.0 4T.254 2D.00 -T.13QQ 20.00 3 10.00 160.0 5.188 37.81 0.84�6 32.d3 8u ort 400�tion ff Momint K�n R�actlon ibs 1 0.00 �� + O.OQQ 393.750 2 10.00 �0.T50 3208250 3 3d.OD �80.750 3206250 4 d0.00 0.000 393.750 flt! ���nn�' f�ir,����c tls�' .�_'_. .. _..__�._. / G �x%�c('lli7 30k,i �'�'�`o���c •------.-- __.____.__�_....___�_ `, �N� li• !n• .1��z��.,� /�n/l�er:�-T r . � N \ "'* BAUER ENGINEERING C0. '"'"* 951N89 CAR waSH ADDN ,_ OSHKOSH, WI . WiSCONTECH tNCt FOND DU �AC, WI - Member; C8-2-12 Manutacturer. Genedc Yield�5b.0 KSI Conttgureban: Sinple Dlmenslons Gross Properties �-fl�n9g.. Depth � 8.0000��in Area � 1.28 in2 P � � 0. KiPS , Flange � 2.0000 in Ix � 11.06 in4 Mz = 60.75 !C-In Lip � 0.5825 in ly � 0.55 in4 KxLu = 80.4Q In Bend R 0.1525 in Rx = 2.97 in KyLy = 60.Q� in t � Q.1017 In Ry - Q.86 in Ktlt � 60.Q0 fn Punch � 0.0004 in Cw - 7.08 in6 KLx = 60.00 in Wi � 8.30B3 in J = 4.34 in4 KLy - 6i?.�0 in Wf s 1.4915 in Xo � -1.22 in KLt = B0. 0 !n Ww - 7.49�5 !n Ro � 3.2T in4 88tA = 0.86 `J�Jx10E3 �E�DtNG ANALYS►S Eq.C3.1.2-9 Sl�t= (GJ+Pi"2ECWA.1"2NARo^2 = 46.2Q KSI Eq.C3.1.2-8 Sigy = PI"2FJ(l.y/Ry)"2 � 35.30 KSI EC�.C3.1.2-5 Me = ROA(Sigt'S3gY)".5 � 18$.20 K-k1 ' Eq.C3.1.2-3 My = Sf Fy = 138.23 K-tn Me>0.5My Therelore, C,Rc=My(1 -Myf4Me) �109.486 IC-in Ffnd effsctivs sec�on st st�ess f,f=MclSf = 39.8'J KSI eFtange = 1.�92 inches . eUp � 0.308 Enches eWeb � 7.491 inches Sc = 2,764 inches Eq.C3.1.2-'f Mn a ScMc/Sf = 109.46 K-ln . Eq.C3.1-1 Ma = Mn/1.87 = 65.55 K-!n. With t13(ncrease Ma � 87.38 K-fn I i � � I � � ......au.•���w�e�r�..■...■■........................e...........................rr����.w.....e.«...�e..'..•..w.�w��.s.....au.sesa� PAo0A111� i it��l S�aw D��I�n v2.17 11�G[ eo. ��N R�VYR tk021�EiRSMG - �s�wt pits rINR t lwa Nov il IT�33rIt 17! aoa � ssx�3 cJut x�►ix 1�nD�/ oauuosx, xi aoa ero. : sa � RON t NlsconT�aA 2ao/ tojtd Qo Lao� Ni DLBICNED DY� CtBCiSED SYt �aa�u�w����r�ro��u�sua�aasuas�asasao..aua�aaa�aaaa��ssuaa�����scacaasasuu��u�o.sww.��r.r.�u�vuui��a��a��n�������..�s a : sss ssaK aassca •rw�rer�.sa��a.wu��.a�osu���.s�s►f��orr�r�srrrr�.r�r�rrr��rrrti�r�r��r��s�o�uaua.ccoancuiscu.s��s�r��srrw.�...�.�....�.rrw�• - u.•iqx ot s•am mr a1 aoo: asiw coder azsc (is�o� DesSqn uec�od� asa . ..os�re�trr...s..�osaaascsass �. xata apea Length � 21.o0a Pt LTD vabrsosd I+eagth� + 0,2t rt ty ♦ ]s �t �Ia ^z Total Lead Deileasloq 7.lsiit � 7.l1B0.00 Max 6tre�• RRtio t 3.00 Liv Lvad 0*tl�ctio� Liait � L�Y60.00 w����...��•�.....��«�....w�................a...a....e.ae...............a..............•....w►•....�����•.�����e.���������rr��...... .. E C H O 0 ! L 0 A D 2 1! P U T ' DEJ1D LOAD JARD C,�sR 1 LOAD CJ168 Z LOAD CABE 3 IAxA GItE � - ■�+rrru�a..aa....�rrr�r«.•.....a......�.�vie�...a...s�wis...o..u�a.a.....awa�.cr�r.rwa......w..r•��.y...u.�saa�a.aw�.��N��s Maio Span ......... f 1 Unlforn Lo�ds -140.000 Lb/1t -860.000 Lb/rt Di�tanoe to D�gtat 0.000 zt o.00v st Oiatanes to Ln6t 2�.000 !t 1d.000 !t r�..........•�ru�.�u..o..aaaa...aa.a.o.s..a....auo......r...e�....rao:..........i.a::�c::iicce.i.a..e...��r��.�•�...u....0 GR ITICl1L 0 t1EAR6 i !SOlIEN76 �� DE71D LOAD IAAD CO?18 1 LOAD COHB T I,OI►D COMS ] 7A71D COMB { ..a.....s..r.�""""'�"„"�'�'�"'.w..rr�.�r..w�""•`r"...�'.""�•'."'w'•�'�w....�..�..«.�.r��"����.�a�.��""'�'�'�...��.� . Load Ca�mbinRtiot� D�ad Lo�dt 1.000 x Dsad Load Lo�Q Coabiaatioa ! l� 1.000 x D�td Load + 1.00o x LC 1 • r - !.U,i i.. Iz�t�,c�: .�Nc,i�:� .ii�;.�� -'/Uf`_� -i`''�"�- r -�. 1�-- / / �. �r � lJ-_�i.L' . )l J�l� `T".� _ � ----_ �.. i /-:Y�c;r ,3 , I Fx��/31..ill . GP r. � z. �- r� I N t�i�/s/as�as���1i�������������������ww�����������a��a����a������a������aa������t���a�a�������aaa�s�����s�ts���������r��������������� � lR00ltAll t 8t�a1 E��11 Dl�lgn v7.17 P1106 M0. { � bAOtR i1t0il1ttR2xG - 8s�wr Dam � TSNL � 2n• Kov 21 17�531{i 399 � JOD t !SMl1 G1R R11SR l�OmH/ Oiuoslf, NI Jo�Bo. t ]4 RVJI i M1�sosT�cR Ine/ �ond du Lta� MS pL6TGqLp SYt CE6CRED 8Yt rr..•��Na...........��.�.ww��r�r�w�au�saauuua�aa�u awaua.��wuu�auu�auuu�uua�u�a�awc������w�ssu�soww�w�����v. CA i TI CaL 68i ]IR9 � NONi71T8 pTJ1D LO�A 2A�ID CONO 1 IpAD COlIS 9 L011D t0l�0 � LOhD C01is ! �i�rr��w.a.s.s.u����rrrr�.�.���.�.�.�.�..��.�.�...�.����������^���w...w�.......�.����....o�......��.«���...��..���r����w..w. sA�ar I.�ft iad� isso.000 ib 37000.000 Lb 1{O��nt i,�ft �ndi 0.000 c.b-tt o.00o Lb-n ilu�r Itlpht sndt -1680.000 Lb -12000.000 Lb lbm�at R1ght tnd� 0.000 i.D-!t O.00D Lb-!t Naxiaum Hom.nt� 100�0.000 f,b-lt 73000.000 7b-tt Loeat�6 at• �2.000 rt 12�00o st � Nax D�llsotier� I.3000� -0.036 In -0.257 Sn zo�acw .c� i�.000 rt u.000 rt a��a as,�c� -o.o3e ip Infl�etion Point*i o.000 Tt 0.000 tt 2{.000 lt 2�.000 Tt R�aotlon L�it Endr 16�0.000 Lb �2000.000 Lb R�action Riqht dndi ]6��.000 Lb 12o00.oDD Lb ....�..�w�br�r�.�0000.............s����wwrww.r.��.����.�.�.��o........�����.��o.��rrr��o•�...u...w.....o�..�..n���v�u..i� C R I T I C A L i T R E 6 6 E S s�a....a�wwY��rrr.w�.�.rs.r���a�����������.ww�►r�r.�r..��rrr.�.�r.�...s�����.��r.�r►.w�r����r����w�.i.aaa�}i�a��.a.�.�rrYNw��:.asaaa flaih ipar. rwa���ars . x12xtS EQn3 d�-i I+irac� Rattcc C.91 Lacd Gaab+ 1 D�il. Aatiot LJ 39i Lo:d Coi�a: 1 �tss��i����wRwrRlYl�iCs6i�6iiiL�tfa�ai��sis�tti�t�i<ss¢sisst�[ftis�Cfi��tiilsstll«6Li�66Ci¢CiCai�C6ftcs<ssi�fflRRYl�J�M�������s���s�1r !D+ -1�B70.A1 i.�/in 'i tvi 24T4.22 LblIn '2 Qa� 1.e40 Cba 1.Q00 KsigAt� io7a.00 r.h rbt 1l�L1.21 IblIa '7 h�r 1�10?.DQ Lb/Ia `2 qee i.Opo Defl� -4.735 In LL aefli -0.63� In . . . . �qi�ao�■��s�sq���q�I��/w���wu aaas.s.aa..■....0 ss.u■s......s.ua..ss rs•■■�■s��O��N�/��1��■.��...1.s■ss..o�rr�N���w ww�o�r� 1ROO1t7�M t tts�l Column D�siga vZ.1i ?7►Ga Na• S / �RV�Jt t110IMt[AfMO - i�av�z W�w • TIl� i 4V� Mw 21 3t�10r52 1HS ` aoi s s3xs1 CJ►R KAsx aDDxl osenosa �oa t+o. , �s �_r wS�co�rrace � nasicra� ar� cascuu as� �I�����a�a�i�������YYM�MY�������s������������a������������i����i�������������������������11r���►rMrYrr��N{a���a��f����H�/f/IM/�a��a 6 T 8 8 L C O L U ►( N D 8 f I G P r��u usuau�s���u��rrh rr.�.o...a......s..a...�...�...a�....ao......a......a............�r�www►rr�'Asoaauessu��u���o�ws.. . D��Sgn of Colwan TD� C3 ooA Cocl�1 ASBC (1990) D��iyn K�thod� JI6D sM��N�rrw�a��s�so�.sw��w IIx t T.00 Lx t ]0.000 7t � Ey t 1.00 Ly f 10.000 Pt cznx � 1.00 cay, �.oa ; L�aqtD s 10.500 Yt ry � so.000 x iin �� xax etrss• aatio � i.000 r...a..�o����w��.....�.���..������o�������.�w�.�w�rr.�r��«.�v���.r.....�.��.r��rru.r�►wrrn�.�����s�.w��a�.oao........�����.u. E C B O O ! L 0 11 D I N 9 U T . LOAD CO!!8 1 L011D CON6 ? IAkD COIt� 3 LOAD COilB � tAAF COl(B 5 o..w�wor��or..��.�o��www��.w«�ww........�...�•.....�...s.�a�..o���ouu.......a...`..�.u�..�.....wr►�w�....rr....•ao..o....r � Jt%iill -1200G.000 LD tUc Toy� 0.000 tt-T.b ity Tepi 0.000 tt-Lb M�c bottom: 0.000 lt-Lb � , !Ry Eotto�� 0.000 !t-Zb ..��i�..��..o��..o►�ww..u��u...sa..sa ussu..•.�.w..�.rr.r.rru�..rrr.r rrr.rr�rrr«.r�.rr«�r�r..�r��wu�����uass..�oss..s��w�►�.w� CRS T2CAL � TR1t68E8 .a...�w��r�.as.s.s.a�.�����swr�...................�.......................................�...�..�.�.....r.....a.....�......�ww��...s 2sax4x.ia�s s�n� Ni-i x.tto� o.�n Losd cosb� i a�.a..�.�wu��.ao....a.a......r�r�rrr.o����....���:....���.���.��.�.���o�������.���..��s:...�.a�.e�«ar����..���rr�rr��..����..a. . f� t -�33T.13 Lb/In '2 qat I.Q00 Qat ).000 CAi 1.000 N�SqAtt 98.49 Lb !'a � 61�B.S1 Lb/In "2 C1au+ 1.0o Csy� i.o0 fb�c� D.00 Lb/In "2 fbyi 4.00 Lb/In ^7 lbxr 30600.00 Zblln '2 Yby� 3I000.00 ib/In '2 ��____`-_ •::.:�. .�_ ' � ----::,-�:�. �1.z.,C p r if'. ,,,,� l. �� 1/�,�� N tl�,�ii ¢i✓�.rs : �--�� t __ �/1�-�� iS�� 9��.. 1_E� 7�� , : �,�•^ •-- ---v.SG Kcr /�Ll. C"[�L f � � • ur�s.�.oa�•ww�r�r.��..s�.���.����...w�.��..........a....a.a.a..�....auu�.a.ao�ua..�.aw.....csaou�.su.ac�a.<...w��r�w.�� .. lROQRAM t 8Ns! Co1Wu► D��iqn v2.1� A�c',t p0. JJ � OAValt =e1oZiR�RIMG - b�av�r Dsm TI1a � 2�� tiov tl 1��11�3G 3995 � �� + !5Nli cM M�sr �nnx! oexaosa soa aa. r �s � RYN t MTiC41VTgCq DE6ItiltCD DYt G!lsG7ClD SYt ����r�������w���������M.r.a��...aai��u��aa��������.�r��r�ReRt�reit�et��r.esswr�tlMlrlesi�wl►rrrrr�r�►Na'•�•••••ua..�n�����a����� �. B 11 C E P L A T E D E 6 I C N r........••�.rwr��.�'��`�'�"'."....""�.�.""a"■.....•........�...ea.s..s.�..........."'.'..................�•..�«���...�� las• vl�t� A�siqn for� xs�x�x.u�a Ce6�� 1lIaC (�i►0� t»riqn 1t�thod� ASD ����os0000���w�rr.ti���•������...o�.����..a..��.w�w�.��nwrr.��.►.w.n.���wwwrwn..�.�nn�w���.w���..o�..o..00.s..R�O��oA Yl�t� sis• � s.00D (Y) Y 1.500 �1t� x O.SOoO ta �o�t� Rw•d � 2 - 0.7500 ia 8olt• ►cr Ytc��• M�ld t 0.2500 In �ill�t All l�round ror ctr��• ilat� Ty r �6 x !In "1 COncnt� !�o s � 7C /In ^2 Holt 1►11a+�Dl• itruri 30 X /Sn "! (Shear) 20 R /In '2 (2ensioa) ' Msld AllowtbU etr�as� 23 K !In 'T Aetual Derrinq Btz�s�� 0.3� x /Ia •T tu 3) Allwabls asarinq � a.i K /In 't 1►r�a o! Concr�t� : 600.00 In^2 ••• Not�i lroqram po�• Mot Ch�ck Solt Cl�tranos� or nln. xrld eiss� . � � � � . �� »BAUER ENGINEERING C0.« ,, Proj. 95W81 CAR WASH ADDN. WALL STUDS!4SHKOSH, WI �� Client: WISCQNT�CH � �� ITEM Descrfpton:STUD ,�� Member. C3S6-13a-18 Manufactutsr: C3enerfc Yleld=40.0 KSI Cvnfi�uraUon: Sinple '� � _ ��( Dimena(ons Gross Prnpetttes Loadinqs � Depth = 3.6Z50 in Area = 0.31'�tn2 P - 0. KiPS � Flange = 1.3750 in ix � 0.62 in4 AAx = 4.84 K-in� L!p d 0.3750 !n !y - O.Q8 in4 KzLx = 132.pQ in gend � 0.o8T6 t� Rx � 1.42 (n KyLy � 80.40 in t � 0.0451 i� Ry � 0.54 (n KtLt � 80.Q0 in Punch � 0.0000 !n Cw � . 0,24 in6 Klx � 132.D0 in W! � 0.2623 In J � 0.21 in4 KLy = 60.08 In Wf � 1.1�f95 in Xo = -1.01 in Klt - 60.bb !n Ww � 3.3895 (r� Ro = 1.81 in4 Beta � 0.68 'J-Jx10�3 BENDING ANAI-Y$1S Eq_C3.1.2-8 Si�t� {GJ+PN2ECw/Lt"2)/ARo"2 - 16.73 KSI E�.C3.1.2-8 Sigy � PI"2�/{LylRy}"2 = 19.97 KSf Eq.C3.1.2-5 Me � RoA(SiBCSigy)^.5 • tQ.74 K-!n Eq.C3.1.2-3 My = 3PFy ■ 13.82 K-In Me>O,SMy Therefora, Mc�My(1 -Nty/4Me) =9.304 K-!n Find effectiva sectlon at atress f,f=MclSf � 27.32 KSi eFiange - 1.f50 inches eLlp R 0.282 inches eWeb = 3.399 inches �G � Q.�O IRCti@S Eq.C3.1.2-1 Mn � ScMc/Sf � 9.30 K-in Eq.C3.1-1 Ma = Mn/1.67 = 5.5T K��. 1�th 113 Ucreaae Ma = r.43 K-�n , ��1�,�l7" _STL� ,��1/II 3 L//✓i,VU LDR£> ��N�Y� 1_ _//-U 5 �+ -? /�1�_-..` _i R X � f3 x 1Y�GR� c�n 1��51 -------------- �. ----- .5 ��,;�� ��� ic� ,,T------ � . � � ''*�"' BAUER ENGINEERING CQ. """" 951N61 CAR WASH ADDN �SHKpSH, WI �� WlSCONTECH !NC/FOND DU lAC, WI Overeil LenBth af Be�m: 24 tt. auriel Load: 0 KIP5. Deflec�an Um�: 24QA r 394 ..--.._.__�.__.. (— 384 I..�._._ ____._.._...J_._..-. -------_____._._....._._.�.._._...____� 0 � ...._._ Maqnitud� Locatlan Mx(Max} 8b.104 K-in 12.00 ft • Yx(M�x) -Z.�65 KiP8 12.60 ft I Requtred 4,3200 in"4 f 8.94 ft , S �n Len ft LoAd PLF Mom�nt K-(n Loc�tlon ft Deitall in � Locstion�� 1 12.00 384.0 47.871 4.50 -2.5920 �M5.06 2 12.00 394.0 47.D71 19.50 -2.5820 18.94 8u,�wrt Lo�stion ft Momint K-in� Re�ction..�ibsj f D.QO 0.000 17T3.000 2 12.00 -85.104 5910.000 3 24.QQ O.OQQ 1773,QOQ L=,�i.�,�i�t�. �;n r-J[=�f� .� f_SE:�ril�lf.. t'1nx G z� �7_ e_� C ! �`=- - / .�.Vl:_a. _-- � ..�_,_��, � .� `�:JGnL. If •1�9X.I87S � � . �/� .. "'* BAUER ENGINEERING C0. ""*'' 85W61 CAR WASH ADDN OSHKOSH, WI ._ WISCQNTECH INC/FOND DU LAC, W{ Member: G1Q-212-12 Msnufacturer: Genatic Yield�50.0 KS{ ConflgureUon: Single Dimensior�s (3rass ProAariles Losdings ��epth � 10.0000 fn �Area = ..1.58 !n2 P - 0.00 �t(IPS Flange - 2.SOQ0 in Ix = 21,83 In4 Nbc � 85,1Q K-in UP � 0.82S0 in !y = 'i.07 in4 KxLx - 60.00 in gend R 0.1525 in Ftx = 3.72 in KyLy � 60.00 !n t +� 0.1017 {n fiy = 0.83 !n KtLt � 80.00 U1 �unch � 0.0000 (n Cw t 21.27 In6 Klx � 60.00 in W! � 0.3T08 In J � 5.43 En4 KLy = 60.00 In Wi � 'l.6915 !n Xo = -1.45 in KLt = 60A0 in Ww � 9.4@15 In Ro � 4.09 fn4 : Beta = 0.87 "J=Jxt QE3 �ENDlN�'r ANALYSlS Eq.C3.1.2-9 Slgt= (Q�+p��2ECw/LM2)/ARo�2 � 67.48 KSi Eq.C3.1.2-8 SIQy = Pi"2EJ(Ly/Ry)"2 = 55.08 KSl Eq.C3.1.2-5 Me = RoA(81ANSigy)".5 ti 393.13 K-In Eq.C3,1.2-3 My • SI'�y = 218,32 K-fn Ma>Q.SMy Theretore, Mc t My(1 -My/4Me) =168.OQ8 K-!n Ftnd effective secBon at stress f,f�MclSf * 43.06 KSt eFiange � 1.982 inthas � . sLtp = 0.228 krchas � eWeb � 9.+i81 Inches Sc � 4.272 lnches Eq.G3.1.2-1 Mn = ScMc/St - 163.93 K-!n Eq.G3.1-1 Me Q Mn/1.67 = 11Q.14 K-!n. Wtth 1t31nateasa M� = 146.85 Kdn � . ��rr.��.o..w�M�wsw�r�uvuua.�u�..�s�u�u�.ww.ao��wq�w...uwu►u...��.u�u.w��.��auurl��.�����r�o�ww���..�o...• . pRo01tJ1K t Concr�t� 10ot1�►g D1�iqn vl.il P1►ca ItO: �4%� 7J►ViR tNO2NSERING . A��ves Du 2INi � 1L� Nov 21 19�S7�SS 3�fL�� JQE t 45Ki2 CRR iqta8 JtDDitl Ot9[Ofl J03 N0. � �4 RON i ftISCaloTtCB DEsipeED 87���,CEtiCx=D 8Yt w�•�••.w�e+ets���s�i����uu��a�r�uNw�ar�r��.��r.���uo.�����...v...s.a..:a....o�.��.����.s.�.rrr��w�rw��wa��ass�ri��.���� C O ti C R E T E t O O T I N G D E 6 I C N . •��.���������wo��o�w.uu�..�w�����pr���M���►wiknw���►epi��r��.saw.sa�.r�ae►wuN»►a►�M►���r���q�....u�....�u�vo�pw�.. ►OOTIltQ YD � !3 1Y►. •2IIlMALL rOOTSHO Cvd�� ACI 13i-9! 60IL D�TA COAC1lETE DATA COLUMN D11�'J1 N�x. VerE Pr���. _ ]D00.000 11+/it '2 1•c . 3.300 X /In '2 l'o � 1.300 !C !In "� Nt�t. ll�zur�l pr�ss. . 3500.000 Ib/rt '2 D�n�ity . Sa5.000 LD/Tt '3 lf Diw. - �.000 In D�n�tty . 200.000 Lb/rt '3 Ty . {O.OGD x /in "2 L Dia. � t.000 Sn PA1 4tt91� � 70.000 O�g X Oft��t � O_ODO Tt Gwff. ot lrlatlon - 0.33I S off��t � O.OQO ft COM{10T . 0.000 Lb/ft '2 SORCIt71RGE DI►Td ltq. papth . 1.000 7t +%,�t Qo�ds�M . O.OGO Ib/Pt "2 iG Up2!!t . 1.500 +X�-L Qu�dt�bY . 0.000 Lb/tt •2 EALS lL�Tt DATA �A ov�rtucning . 1.700 -X,-E Quadr�nt . 0.000 2.b/l�t "I % Di�. • 5.000 In : t{ slteing - l.000 -x,+i QulKtr+tnt � o.000 S.b/re ^2 e nlm. . �.00o Ia U M t A C T O R 6 D L O A D S I N P 0 T . � I.o11D CAit Mo. 1 pYAD IAAD LIVE LOAD wIND IAAD =71RINQYARR LOAA vaxlieal � �13500.000 I.b 0.000 Lb 0.090 l.b 0.840 Lb Itom�nt X . • 0.000 !t-Lb O.D00 pt-I.b 0.008 !t-LD 0.000 Tt-Lb Ko.snt i - 0.009 rt-i.b 6.op0 rt-Lb 0.000 rt-Lb 0.060 �t-Lb soriscnt4l X . o.oao i.ts a � o.aoo rb t00TI11G DE8T4N SI[a�R BTRL&8E9 (OSIL XAY) �tLLI�It !2'RtE8E6 (T1t0 MAT) . % Otn�n�ion - 2.Rb0 tt F +X l�rs• - B.�@! Lb/Io 'Z +X Aso+x � 75.�98 Ib/zn '7 L Cissn�ton . ?.150 FC -X !►Yea . 8.3gB I.bJip "T -]I Aree � IS.f9Y LbfIn "2 Thicknaas • 1?.OPO In a� Jlrsa � 12.099 Lb/In "2 +! Ar�a � 35.996 Lb/Iq "2 NiX. Frsea. . 4'11I.667 Lb/Pt "2 -8 Area . 12.09f Lb/7n '2 -E /lr�a . 35.996 Ib/Sp "2 Allov. . IOO.S73 Lb(In '1 Al1ow. � 2n1.ie7 Lb/In '2 Dasi9+t Conlroll�d by eo11 Pr�ssurse BOI4�OM RTRRi. D�BZOl1 (P�r�llel !o x Axie) bOTi'OM CStSL Dt020N 1P�rallal to 8 Anis� NWasaY (+X Ilrs�) • 7�PI.�Oi tt-ib Ne�eent (+a iree) . 3�29.167 it-7b (-X Ar�ay . 769�.tOf rC-tb {-6 Area) � 352i.14T ft-Lb •tsa2 R�quirsd . o.5ss ia'1 (Min) Btasl �t�quir�d . 0.561 In'Y (Min? Di.t. to c•ntroie . �.soo zn pi�t. to Cer,troid • a.soo zn iypieal 8psoinp• zypioal apacinqe y� � !� 8sr� �t �.�00 In. Center• (Apahor) � /� 8�r� �t �.2�0 In. Csatar� (Jtnohor) J'l� i4 bars �! 10.600 Ip. C�at�r• (7lnchoz) �� 7 t� D�r• at IO.SOD In. hat�s• (1►neher� .__ . __-_.. j-----__ . ---------- , Ql1AliTITI 6 � 6.f�6 Lbs of Bts�l �nd 5.063 Tt"3 ot Conorsce. � / � �.. / / � � , � � , / / ._.._--- �-�o _/t L v..____ �-_�_.�_:.:.�. � 4 X� � . . • �� N � ...._.......-- ..��.`2.,�.��AD �x��r���. ._...___ . ...._.. - � ���� . ._. _..___ _.---- - - - __��o A�. ..._�o DsF l�.,.�_x 11�!b�'� � �.��b� � . F�-�'��°-� �°� .__.. _ . --- . .� ,. . . . : fi �, , �'��3,� �� � rz33,� _.. __ �,*,._ , .�;�.. ._..___ _--- - ....__ _. � __ ,� . ----- � � � . _... .. ,j, �i �i � `�= �r,ar,�,�t/�'�s s� ~ 3'�'�`�.... ..� : ,.__. ._ ---�, zz3��H ~ '��'� � �b?� _..__ -. --t--�� �ti..__ ..._.._ .._ .. z --- �. � 1 a�.�.�o� Y ?�►r'Sz x.�, ����,, _ �,.�1� 7 ��5 . ... ..._. ...._— .--.. --. ~�� ... . . . -� -- � i, �t�� ,,x ,1 r� S'L. • �2 i�vD� �� ''n . ..._..._ - W At.�S _ _.. .. ,G-��.t.'l?. '� ��'y�l,��.!��' _.� �:� ��X� .x 2't� -- �s't��?� _^..___._ .. � �{fl � 7'cz �A v�?A�.� "-_- 3�C?.�t.A��-2— _ �_` ,..��.,,. _- \ i .___- .. �-��� � � t1,lb'� .. i ��: 3o�yP�vs� " �.�'�� .__..__. . T���Ur� � �� � ... . � .___ � E'z.3�,�zaoc�p .� ._�- C���� +n� r��P� �1� — �'�• • � �� . ����= i�-�� �7 �� �� b� . . �..` . --�� �- ,, �19� r� 1�`vr� = �J�6�S �>� _ ' . , - • ' , , `� 0 \N PROJECT No. . . . . . 95W81 LOCATION. . .Car Wash �shkoeh THSRMAY, PERFORMANCE CALCULATIOIdS INSIDE TEMPERATURE � 67 DEGREES F PERIMETER � 88 FT (NOTE: IF INSUI,ATEA, OUTSZDE TEMF��tATURE� -15 DEGREES F ENTSR O.Q� ITEM/ MATERZAL SQ. FT. TEMP. DIFF. U VALU$ HEAT LOSS �.._�---- �--- ----------- —�---_� ___�..�_�_ Gross Wall Area 714 82 O.d53 3103.044 NET WALL AREA *computed* 293 82 0.071 1705.8Qfi , MASONRY WALLS 0 82 0 4 REINF. CQNC. WALLS 0 BZ a a TNSUL. WRLKD40RS. .- 21 $2 0.09 154.98 INSUL. QV$RKD. DoORS- 320 82 0. 11 2886.4 BLIDING DOQRS-- 0 82 0 0 CEILYNGIROOF 964 � s2 a.o2$ 22o4, i6 GLASS WINDOWS{DddR5 80 $2 0.333 2184 .48 Total SQ FT (Wa1is+Roofj 2095 SQ.FT. 205i3.064 BTU�i PE�tIMETER LOSS C 0.81 X TEMP. DIFF.X PERIME�ER� 5$44.96 BTUH GRANp TOTAL � 15378.024 BTUH UNZT H�AT LOSS � H�AT LOSS/AREA = 7.818 BTUH/SF-F ALLOWABLE BTUH LOSS r 12 BTUH/SF-F �Therf ore 0.K.