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HomeMy WebLinkAbout0041504-Plumbing (interior) V/b i CITY OF OSHKOSH N 41504 PERMIT APPLICATION AND RECORD TYPE: BLDG HTG ELEC PLBG SIGN ZONING FLOOD PLAIN HEIGHT .4( i ADDRESS e. a ill■ PLAN NO. j OWNER Or' DESIGNER 1 1 2_15 USE /NATURE OF WORK N BUILDING CONTRACTOR Size Sq. Ft. Rooms Stories Height Foundation Class of Const. Occupancy Permit HEATING CONTRACTOR Heat A/C Vent Fuel /System Heat Loss BTU'S ELECTRIC CONTRACTOR Electric Serv. New Change Temp Type Volts Amps Fixtures Switches Receptacles Circuits PLUMBING CONTRACTOR v c T _L WH i Disp WSoft CBasin 7 Lav i Sh DW DF San. Sewer 3 INC FOr SP Ur Storm Sewer Sink _L LTub Eject SS Water Other /7C" lir FEES: Valuation 7 o° o O Permit Fee Paid 7,0 Park Dedication ISSUED BY Date W 5 Final /O.P. In the performance of this work I agree to perform all work pursuant to rules governing the described construction. er olo P SIGNATURE .4� S`,o 9 f ArP :WNER DATE 5 ADDRESS o� D Z--- Z--- 7/ ,q S SS I,, F0 d TELEPHONE I G il S F/2 4/zy axpa occie •be 20 '94 5:42 FROM WAUSAU HOMES TO 14147880588 PAGE 00 1 .•'002 STERLING BUILDING SYSTEMS P.O. BOX 1967 WAUSAU, WI 54402 -1967 715.359 -7108 FAX: 715.359 -2367 c 94 .JYER LREE.4 rVS 1"5 t.o r S PE,C,, ©s.>~I OS(-J c..) 1. P o6 F Dai L-(E, I) t J orroA4 c -NO2D 4r J09-1r i CDC •71z s Cat -4 (Dim i 4 ilc,QS0 P 6rtzcx.1"1u2-4., A,.1A Y5tS c M c1" tS 7:1704r) 114 A r A r St 4Dtg tb.> o c.e 442z Rlf,t)C4r n? RRAr ,10) .,.3r 51 6,4,1 w m_is rx "a b Sao c, i 12At fc, t S -i t�l��L �'J WD2tz r9JTx1 LU t �rlt,�� cT -t ?Ea P4) at,Art Rtr- 441 ,11<..►cyi (i)- t 9.5 i:oci 'u t t S i l l t104 CO"Jc.4.A.51 o`1 �`°�a��a� iiO47) 4<ptepti,(>43 4"* FRANK 8. X% OPATIK E- 2.4817 1� Ruildinn mnrw tnrynthpr SEP 20 '94 5:42 FROM LJHIJSAU HOMES TO 141 47888588 F iGE 1_02/ 002 QUAD TYPE SPAN P1 -H1 OVERHANGS JOB MARK 3 HIPP 231100 7 10208 10208 17305R1- 6721D- SAWYER CREEK/ LOT 32 GR -4 5x8= 4x10= BL 12 -05 -06 sL 12 -05 -06 HO 7 -00 8 T{ HO 7 -00 5:8 NS m= AMP 14 12 5x311 N 7 1. �(t 0 3x4 1.5x3!) J S 0 It�i 6 -10 -04 T 3 2 1.5x3: 11 M 9 :0 10x12 10x12* nti sm. 4 04 fr H 811 E S1 0 B1R 4x5 7x13 3x41) 1. P 4x5 5x8 ma) fM CID SL r 3 -00 -01 3.02 -01 0 2 -o9 -21 2 -07 -11 5 -08 -07 6 -08 -14 T .I TC 2 -07 -02 i 2 -08 -14 7 2 -05 -02 1 2.03 -06 2- 05 -00 4 -11 -02 t 5 -09 -14 -+�1 80 5 -05 -12 5 -00 -00 l 20108 5 -00 -14 1 5 -09 -14 cao SL ODD M' 23 -11 -00 -40. UniSter Version 36.0.501 MEMBR CSI P(LSS) M@3ST M62ND NOTES: RUN DATE: 8.22.94 E -81 .34 4018 T 8476 0 1. TRUSSES MANUFACTURED BY S1-0 .22 4018 T 0 -2312 WAUSAU HOMES G -D .28 4018 T 2312 0 2. ANALYSIS CONFORMS TO 3 -PLY TRUSS WEBS TPI -85 (NDS -91). M -L 9 T 1 -I 30 C 3. TIE -IN LOADS SHOWN WITHOUT X -0 15 8 X -N 4427 T DAMAGE TO TRVIS. CSI SIZE LUMBER 1.1598 N -F 2513 C 9 -8 2202 T 4. PREVENT TRUSS ROTATION AT TOP .84 2X 4 165091.5 1900 F -C 942 T E -C 1109 T ALL BEARING LOCATIONS. BTM .90 2X10 SP -1950 2250 E -J 686 C G -J 655 T 5. ANCHOR TRUSS FOR A TOTAL was .82 2X 4 SPFS -STA 545 HORIZONTAL LOAD OF 131 LBS. WDG6A 2X 4 SPFS -STA 01.+LL DEFL .35" AT X 6. FASTEN EACH PLY TO THE WDGBD 2X 4 BPI'S -STA LL DEPL .33" 8/360 NEXT WITH 10d NAILS AS EXCEPTI0N3: S /OL.LL DEFL =812 S /DEPTH- 3.8 FOLLOWS: b -C 2X 4 SPFS -STA 545 MEMBER ROWS SPACING(1N) C ■J 2% 4 SPF -82 1510 PLATES ARE FOR EACH PLY TOP CHD 1 12.0 J -D F -B SAME AS C•J BTM CND 3 12.0 X -N 2X 4 165091.5 1900 PLATING CONFORMS TO 'CPI. WEBS 1 12.0 LUMBER STRESS INCREASE: 15.0% (BOCA 85-9. DILHR 930003 -N) 7. STAGGER NAILS TO AVOID REPETITIVE MEMBER STRESS USED. PLATE VALUES MAY BE SPLxTTINC OF WOOD. VERIFIED WITH TEE -LOX. LATERAL BRACING: GRIP VALUES BASED ON SPF, TOP CHORD CONTINUOUS SYP, AND DF LUMBER USING BTM CHORD CONTINUOUS OROSS AREA TEST METHOD. 30d NAILS 8 4" ON CENTER PLATES 20 GAUGE 7020 -TLS N -F GRIPPING 529 -313 PSI PER PAIR TRUSS SPACING 12.0 IN. INCLUDES 15.0% INCREASE TENSION 838- 806 PLI PER PAIR LOADING LIVE DEAD (PSF) SHEAR 852- 496 PLI PER PAIR TOP CHD 30.0 7.0 BTM CHD .0 10.0 JT TYPE PLATE SIZE X Y TOTAL 30.0 17.0 47.0 A 2020510.00 X12.00 7.0 5.7 SXCEPTIoNS: 3 5101 5.00 X 8.00 3.0 1.8 9-0 253.0 163.0 C 5150 4.00 X10.00 3.0 1.8 D 2019 <10.00 X12.00 7.0 5.7 CONCENTRATED LOADS (1.83) 8 1050 4.00 X 5.00 1.6 2.5 H 14439 F 1120 P 1070 5.00 X 8.00 CTR CTR O 1001 3.00 X 4.00 2.5 1.5 SUPPORT CRITERIA H JT REACT WIDTH JT REACT WIDTH I 1001 1.50 X 3.00 CTR CTR 1.83 IN -SX LDS IN -SX J 1050 3.00 X 4.00 1.5 1.5 A 13599 3 -8 D 8282 3- 8 R 1050R 5.00 X 8.00 2.8 CTR L 1030 4.00 X 5.00 CTR 2.5 LEFT RICHT M 1001 1.50 X 3.00 CTR CTX HEEL 2IN 153x 2211 1SSX N 1010 5.00 X 8.00 1.5 2.2 O 1001 1.50 x 3.00 CTR CTR MEMBER FORCES EACH PLY 81 1100 7.00 X13.00 CTR 1.1 MEMBR 091 P(L83) 14@13T 1182N0 TOP CHORDS PLATE IS ROTATED 6Y 28 DEG A -M .78 7871 C 0 978 R PLATT IS ROTATED BY 90 D50 r. ■I .84 7860 C -978 809 2-0 .72 7864 C -809 845 0 -N .80 7847 C -845 -45 N -8 .45 4399 C 45 0 6 -C .65 3791 C 0 0 C -J .67 4009 C 0 -104 J -D .78 4661 C 104 0 BOTTOM CHORDS A ■L .87 6169 7 0 30851 1-11 .90 6777 7 -30852 32868 11-14 .90 6777 7 -32869 14432 14 -9 .48 4838 7-14430 -5472 F ■5 .31 3455 T 5472 -8476 v DME/NC PE APPLI 0' ADDRESS 3' 1/ /i. DATE 7 c 1 PERNZ?# t- /S OWNER 1: a: i V sue. NATURE OF WORK J S` Li�� NEW RELAY REPAIR 11 dRIOR SAN SEW JLTER 9-Bathtub a Sump Pump STORM SEW. S Lavatory/ i Ejector 3 Toilet /1 Water Softener INSPECTION DATE INSPECTION DATE Kit. Sink 1 Drinking Fountain Sink(other) urinal Q i /C� 1 Waterheater r Slop Sink Shower 1 Grease Trap 1 Floor Drain,(/ Local Waste e�3 5 1 Laundry Tub Site Drain ?:,/51 Disposal Laundry Standpipe _Dishwasher Catch Basin r U./ ?4 H l Violation notes on the reverse side t 40, 9- f 1