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Home My WebLink About0059959-Building ,6.' osAK6sH ONTHE WATER JobAddress 820 HARNEY AVE CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD No 0059959 Owner ROY W/CHARLENE ROEMING Create Date 8/29/97 Designer C.L.A, DESIGN SERVICE Contractor OWNER Category 110 - New Single Family Plan C5-097 -897R Type " . BUlldlilg o Sign o Canopy o Fence o Raze Zoning R-2 Class of Const: 8 Size IRR52'X46' Unfinished/Basement 756 Sq. Ft. 1556 Sq. Ft. 624 Sq. Ft. Rooms 8 Height 20 Ft. U Projection I Canopies . .'. . ., ' , Finlshed/Livil1g Bedrooms 4 Stories Garage Baths 2 Signs Foundation Poured Concrete 0 Floating Slab Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit ' Required Flood Plain No Height Permit Not Required Park Dedication Required # Dwelling Units # Structures Use/Nature NSFRllncludes a 2 car garage (NO DECK) , of Work HVACContfactor MCM HEATING Plumbing Contractor RASMUSSEN PLUMBING permit .:2/5.<1<) &z sf IS,<,D t,i[)C- -;50.60 $40.00 Permit Fee Paid $260.00 Park Dedication $100.00 Electric Contractor, 'Fees': Valuation $74,000.00 Plan Approval 'I~sued By:' fJ tbQj, $/~L~v~ Date 9/2/97 FinaIlO.P. U Permit VOided I l.t~e "ertomi~''J' of,'hl' ~r \ a9",e ',,0 perlmm all worn P""""',t to. ,'"~, g. o. verning the described construction. Signature ~~ f Va!\'~A h"l"b ~"-f'A " ", . $ Agent/Owner' , Address ' 0(8" &.j~ 'r.... S OSHKOSH WI 54901 - ~ 9 . Date ~J., ~91 Telephone Number 4,) {Y-'S"'8c;2 ( ~ ~' Job Address 820 HARNEY AVE Building F'ermit Work Card Permit Number 0059959 Create Date 8/29/97 Owner ROY W/CHARLENE ROEMING Contractor OWNER Category 110 - New Single Family Type . Building Zoning R-2 o Sign 0 Canopy Class of Const: 8 o Fence 0 Raze Size IRR52'X46' Plan C5-097-897R Value $74,000.00 624 Sq. Ft. o Projection I Signs Unfinished/Basement 756 Sq. Ft. Rooms 8 Bedrooms Finished/Living 1556 Sq. Ft. Garage Stories 4 Height Baths 2 20 Ft. Canopies Foundation ler Treated Wood t er Occupany Permit Required Flood Plain No Height Permit Not Require # Structures Park Dedication Required # Dwelling Units Use/Nature of Work car garage HVAC Contr MCM HEATING Plumbing Contr RASMUSSEN PLUMBING Electric Contr Inspections: Date 12/15/97 Type Final Inspector Brian Noe ~ Approved I L;OndItlOns: A. seperate permit is required for construction of the deck on the rear of the house. Job Address 820 HARNEY AVE Building Permit Work Card Permit Number 0059959 Create Date 8/29/97 Owner ROY W/CHARLENE ROEMING Contractor OWNER Category 110- New Single Family Type . Building Zoning R-2 o Sign 0 Canopy Class of Const: 8 o Fence 0 Raze Size IRR52'X46' Plan C5-097 -897R Unfinished/Basement 756 Sq. Ft. Bedrooms Finished/Living 1556 Sq.Ft. Value Garage $74,000.00 624 Sq. Ft. D Projection i Signs Rooms 8 4 Baths 2 Stories Height 20 Ft. Canopies Foundation ler Treated Wood t er Occupany Permit Required Flood Plain No Height Permit Not Require Park Dedication Required # Dwelling Units # Structures Use/Nature of Work HVAC Contr MCM HEATING Plumbing Contr RASMUSSEN PLUMBING Electric Contr Inspections: Date 10/9/97 o Approved I Type Rough In Inspector Brian Noe ~ee "I U Ilems on T1elO nOllce. 181 Approved I Date 10/13/97 Type Rough In Inspector Brian Noe o Approved I Date 10/16/97 Type Insulation Inspector Brian Noe ~ Approved Date 10/17/97 Type Insulation Inspector Brian Noe ~.". 10 roCK. ~ Job Address 820 HARNEY AVE Building Permit Work Card Permit Number 0059959 Create Date 8/29/97 Owner ROY W/CHARLENE ROEMING Contractor OWNER Category 110 - New Single Family Type . Building Zoning R-2 o Sign 0 Canopy Class of Const: 8 o Fence 0 Raze Size IRR52'X46' Plan C5-097-897R Value $74,000.00 Unfinished/Basement 756 Sq. -Ft. Rooms 8 Bedrooms Finished/Living 1556 Sq. Ft. 4 Baths 2 Garage 624 Sq. Ft. I I Projection I Stories Height 20 Ft. Canopies Signs Foundation Poured Concrete Concrete Block o Floating Slab o Post o Pier o Treated Wood o Other Occupany Permit Required Flood Plain No Height Permit Not Require Park Dedication Required # Dwelling Units # Structures Use/Nature of Work FRllncludes a 2 car garage HVAC Contr MCM HEATING Plumbing Contr RASMUSSEN PLUMBING Electric Contr Inspections: Date 9/8/97 Type Footings Inspector Brian Noe k2<:J Approved Date 9/11/97 Type Foundation Backfill Inspector Brian Noe k2<:J Approved U Approved Date 10/9/97 Type Rough In Inspector Brian Noe Date 10/13/97 Type Rough In Inspector Brian Noe k2<:J Approved S"82-7 OSHKOSH ON THE WATER GRADE STAKE FORM Name ROY W/CHARLENEROEMING Address 820 HARNEY AVE Create Date 08/29/97 Lot Block Ward Subdivision Zone ]Xl Sidewalk EXisting Street Number Lot Dimensions Building Grade Elevation Stakes Set At Site DO/DO/DO SetBY~; }fa ~ /J;2/?!Nn-(,,<::l PL~ 9ft/'!? ...... ~~~ I, the undersigned, owner or agent of the above described property agree to have the grade established before excavation has commenced. .' OSHibSH ON THE WATER Job.Address 820 HARNEY AVE PARKLAND DEDICATION FEE COLLECTION RECORD Date 9/2/97 Name ROY W/CHARLENE ROEMING A~dress 919 IOWA ST OSHKOSH WI 54901 .Subd.ivision Lot . Building P!!rmit Number 0059959 Number of Dwelling Units Number of Structures Fl!e Required $100.00 Fee Paid Inspector's Signature .v~41f.~ JU! CQt{ . Date 9-J. ~ 9' '] Owner's Signature Date WISCONSIN UNIFORM BUILDING PERMIT APPLICATION Application No. 0059959 Parcel No. cg] Constr D Plbg cg] Erosion D Other: OSHKOSH WI 54901 - 6425 OSHKOSH WI 54901 - 0000 WINNECONNE WI 54986- 9780 582-4402 OSHKOSH WI 54904 -0000 414-233-6747 E(or)W ft. 756 Living Area 1556 Garage 624 APPI,.ICANT'S SIGNATURE DATE SIGNED APPROVALCONDITIONS In suspension or D Village cg] City D County D State of: City Of Oshkosh Municipality Number of Dwelling Location: Total Construction HVAC Name $30.00 Electrical Plumbing Date 08/29/97 Erosion 7-L{010\ $70.00 181466 Cert. No. In~pection Wis. Permit Seal Other SBD-5823(R. 07/92) ..c ~ hj.d i! .... fl-8 -" . ....; '" (f) ........ ~ ull--- '+- ~ 0) 0 () l-ri,,:ae e.l! ... > ..Y- O) ~ ~'ii=~ii'iie 0 8 _ <( ..c . --.. e::: 15.8~~U'110 I I") ~ ::: 0 / (f) 0 w ~.2o'15h!! ii II on g N >, Z 0 I.- ~ }11.~4~'dl! ., I ~ 0... on OJ 0) .~ - ,. D C 4- (f) d o~ih.!!6~:o N 'i I.- 0 ~ i@oj=~~'i156 III 0 0 o '!.!!.!!.Hji . .= .2 0 I >,2 .!! ~ .n : t t ~ i Qj "0 ... ........ S: !t!~~;ltl () D U (f) ;8 j!;l1j!;H.n. = o - - o - .0 o . c.oO c.o IO~~ "\J-'l-- 'l--OJ OJ , , ZONING/LAND USE COMPLIANCE CHECKUST JOB LOCATION: <Oc9t). ~OJ..-~'~ ~ PROPERTY OWNER/CONTRACTOR: ZONING Q ~ CONSTRUCTION DATA: 1 New Construction Addition Alteration . TYPE OF CONSTRUCTION: (Le. fence, pool, parking lot, sign, etc.) D~ '<2..1 u.J I /).. ~ ~ l~o~ 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 Off-Street Loading Standards Vision Clearance Transitional Yard Standards 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 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 confortnin~when no change is proposed. V APPROVED DENIED Plan Commission Action Required Variance(s) Required DATE:~/ 275117 REVIEWED BY: ~ VERHALEN INC. JOB NAME: LOCATION: ~ The Pella EB ....~~.,..N:.....k.~..~....Jr. ~ Window Store CONTRACT DlVISION PHONE: DATE: GREEN BAY 704 Lombardi Ave. (414) 435.3791 1.800.242.1008 MILWAUKEE 3205 N. 124th SI. (414) 783.6600 1.800.242.6212 MADISON 6725 Seybold Rd. (608) 271.6800 1.800-362-6601 MARQUETTE 2292 U.S. 41 West (906) 226.3988 1.800.642.2904 MEQUON 1330W. TowneSq Rd. N110 (414)241-4411 1.800.433.1335 NEENAH 2318 American Dr. (414) 735.0505 1.800.458-4880 RACINE 8400 Washington Dr. (414) 886.6022 1.800.472.8686 WAUKESHA 19035 W. Blue Mound Rd. (414) 782.1400 1.800.552.2238 WAUSAU 5 Menard Plaza (715) 845.3773 1.800.234.5565 .~ if;'i .~- I ----:E" TI. l 11 1 ------------ 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Tue Sep 23 07:40:35 1997 Page 1 '-...... I:.:-r- :::T:USS NOFFKE LUMBER INC" OSHKOSH WI. 54901 I- .1.10.8 1.10-8 4-1.1 4.1.1 8.5.8 4-4-7 21<4 II 4 GS -d17-8q7R 600112 8 LO ~ ~ 'R).\e-Y f\ ve- 21<4'::::- v 5x5= ~'V~ 81 3x5= f--------- 8.5.8 8.5.8 -.--------------1 : Pla~':Offsets (X,V): (2:0-4-12,0-0-1] LoADING (psI) TCll 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code BOCAlANSI95 CSl TC 0.33 BC 0.46 WB 0.16 DEFL (in) (Ioc) IIdeft Vert(LL) n/a n/a Vert(TL} -0.27 2-5 >367 Horz(TL} 0.00 5 n/a Min Length 1 LL deft = 999 PLATES GRIP M20 197f190 Weight: 34 Ib ----------- LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE LeU: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 4-10-14 on center purlin spacing, except end verticals_ BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing. REACTIONS (Ib/size) 2=533fO-5-8, 5=384/0.5-8 FORCES (Ib) TOP CHORD 1-2=22,2-3=-316,3-4=0,4-5=-162 BOT CHORD 2-5=271 WEBS 3-5=-305 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed with ANS1/TPI1-1995 criteria. LOAD CASE(S) Standard ~/ f: e /tA (fa /lIen 61J'j1/4J J ) rn I to.fY J- illJtl f t- II] 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Tue Sep 23 07:40:481997 Page 1 F Truss Truss Type I~S MONO TRUSS NOFFKE LUMBER INC., OSHKOSH WI. 54901 -1-10-8 1-10-8 8-5-8 8-5-8 2x411 6 2x411 ~ 2x411 2x411 2x411 2x411 8-5-8 8-5-8 Plate Offsets (X Y)' 12'0-4-120-0-11 LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (Ioc) IIden PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) nla - nla M20 197/190 TCDl 7.0 Lumber Increase 1.15 BC 0.02 Vert(Tl) 0.08 1-2 >321 BClL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 nfa BCDL 10.0 Code BOCAfANSI95 (Matrix) Min Length I LL den = 999 Weighl: 36 Ib LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing. REACTIONS (Ib/size) 2=319f8-5-8, 7=79/8-5-8, 9=204f8-5-8, 10=102f8-5-8, 8=212f8-5-8 FORCES (Ib) TOP CHORD 1-2=45,2-3=-86,3-4=42,4-5=33,5-6=21,6-7=-63 BOT CHORD 2-10=0,9-10=0,8-9=0,7-8=0 WEBS 4-9=-168,3-10=-55,5-8=-165 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 2-0-0 on center. 4) For studs exposed to wind, see MiTek "Standard Gable End Detail" 5) This truss has been designed with ANSlfTPI1-1995 criteria_ LOAD CASE(S) Standard ~!~ rn~ I 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Tue Sep 23 07:41:591997 Page 1 roo IT"", IT"" T~ JOBS' . SCISSORS NOFFKE LUMBER INC., OSHKOSH WI. 54901 I- 6-5-2 6-5-2 12-11.10 6-6-8 19-6-2 6-6-8 25-11-4 6-5-2 27-9-12 1-10-8 5x5= 4 600 fT2 W2 3x5'::::- 5 10 6x8= . q> ,:, 3.00fT2 6-5-2 6-5-2 Plate Offsets ex Y)' 11'0-0-80-2-51 17'0-0-80-2-5] 12-11-10 6-6-8 19-6-2 6-6-8 25-11-4 6.5-2 , , , LoADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.28 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.50 10-11 >615 BCLL 0.0 Rep Stress lncr YES WB 0.79 Horz(TL) 0.37 7 nla BCDL 10.0 Code BOCNANSI95 Min Length I LL deft = 360 Weight: 96 Ib -- LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 3-5-8, Right 2 X 4 SPF Stud 3-5-8 REACTIONS (Ib/size) 1=1212/0-5-8,7=1356/0-5-8 BRACING TOP CHORD Sheathed or 2-6-8 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. FORCES (Ib) TOP CHORD 1-2=-3415,2-3=-3415,3-4=-2438,4-5=-2438, 5-6=-3415, 6-7=-3415, 7-8=22 BOT CHORD 1-11=3071,10-11=3071,9-10=3071,7-9=3071 WEBS 4-10=1697,3-11=129,5-9=129,3-10=-799,5-10=-799 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSIITPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASEIS) Standard f;2 !Job 1"iUSS Truss Type Qty Ply I . IJOBS' . FINK 2 1 NOFFKE LUMBER INC., OSHKOSH WI. 54901 4.0-32 s Aug 291997 MiTek Industries, Inc. Tue Sep 23 07:42:281997 Page 1 12-11-10 12-11-10 25-11-4 12-11-10 I 27-9-12 I 1-10-8 21<411 21<411 5 2x411 6 5x5= 7 21<411 8 21<411 10 21<411 11 600[12 3 ~ <0 lJ~ 25 21<411 24 21<411 23 21<411 22 21<411 21 2x411 20 5x5= 19 21<411 18 21<411 17 21<4 II 16 21<411 15 21<411 f--------. ._____1?:1.1-4____._____________.___.____._--j 25-11-4 Plate Offsets (X Y)' 11'0-0-00-2-11 11'0-5-00-1-91 113'0-5-00-1-91113'0-0-00-2-11 120'0-2-80-3-01 , , LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/def! PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) nla - nla M20 197/190 TCDl 7.0 lumber Increase 1.15 BC 0.13 Vert(TL) 0.05 13-14 >477 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 nla BCDL 10.0 Code BOCAlANSI95 (Matrix) Min Length 1 Ll def! = 999 Weight: 1141b LUMBER TOP CHORD 2 X 4 SPF NO.2 nor CIIORD 2 X " spr NO.2 OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (lb/size) 1=124/25-11-4,20=162/25-11-4, 13=344/25-11-4,21=187125-11-4, 22=187/25-11-4, 23=195/25-11-4, 24=158/25-11-4, 25=272125-11-4, 19=187/25-11-4 , 18=189/25-11-4, 17=186125-11-4, 16=195125-11-4, 15=173125-11-4 Max Horz 1 =27(load case 1), 13=-27(load case 1) Max Grav21=194(load case 2), 22=187(load case 1), 23=195(load case 2), 24=158(load case 1), 25=273(load case 2), 19=194(load case 3), 18=189(load case 1), 17=186(load case 3), 16=195(load case 1), 15=174(load case 3) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. nOT CI lORI1 mold fJlllllllfJ rllt/wlly Ilprlltlrf or ;I n 0 nn o/mtm Ilffwlllg. FORCES (Ib) TOP CHORD 1-2=-81,2-3=-69,3-4=-62,4-5=-63,5-6=-63, 6-7=-63,7-8=-63,8-9=-63, 9-10=-63,10-11=-63,11-12=-64,12-13=-98,13-14=49 BOT CHORD 1-25=0,24-25=0,23-24=0,22-23=0,21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0, 15-16=0, 13-15=0 WEBS 7-20=-122,6-21=-147,5-22=-148,4-23=-152, 3-24=-131, 2-25=-198, 8-19=-147, 9-18=-148,10-17=-148,11-16=-147,12-15=-153 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASE(S) Standard pif . Job Truss Truss Type Qty Ply . JOBS QUEENPOST 5 1 NOFFKE LUMBER INC., OSHKOSH WI. 54901 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Tue Sep 23 07:44:191997 Page 1 .1-10-8 1-10-8 6-0-1 6-0-1 12-0-0 5-11-15 17-11-15 5-11-15 24-0-0 6-0-1 25-10_8 1-10-8 5x5= 4 8 6x8= 12-0-0 12-0-0 Plate Offsets (X,V): [2:0-4-12,0-0-11,16:0-4-12,0-0-1], [S'0-4-0,edge] f---- 24-0-0 12-0-0 LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) IIdeft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.66 Vert(Ll) -O.OS S >999 M20 197/190 TCDl 7.0 lumber Increase 1.15 BC 0.S9 Vert(TL) -0.61 2-S >465 BClL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.05 6 nfa BCDl 10.0 Code BOCAlANSI95 Min length f LL deft = 360 Weight: 86 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (Ib/size) 2=1264/0-3-8,6=1264/0-3-8 FORCES (Ib) TOP CHORD 1-2=22,2-3=-1677,3-4=-1236,4-5=-1236,5-6=-1677,6-7=22 BOT CHORD 2-8=1475,6-S=1475 WEBS 3-8=-41S, 4-8=653, 5-8=-418 NOTES 1) This truss has been checl<ed for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSIITPI1-1995 criteria. BRACING TOP CHORD Sheathed or 3-6-12 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LOAD CASE(S) Standard ~3 Job Truss Truss Type QIy Ply . JOBS QUEENPOST 1 1 NOFFKE LUMBER INC., OSHKOSH WI. 54901 4.0-32 s Aug 29 1997 MITek Industnes, Inc. Tue Sep 23 07:44:33 1997 Page 1 -1-10-8 1-10-8 12-0-0 12-0-0 24-0-0 12-0-0 25-10-8 1-10-8 5x5= 8 600112 2x411 6 5 T 6x6= l~1 2x411 2x411 2x411 T 2x411 12 T 5x5= 2x411 2x411 2x411 24.0.0 24-0-0 ._"-----_.,--"--_._---~-----------------_.__._--'--~-~-.-.-----.---------..--....-----.-...-..".. , , , , - LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) lid ell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) nla - nla M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.17 Vert(TL) 0.05 1-2 >467 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 nla BCDL 10.0 Code BOCAlANSI95 (Matrix) Min Length 1 LL detl = 999 Weight: 1061b ---- --~._- LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (Ib/size) 2=337/24-0-0,21=164/24-0-0, 14=337/24-0-0,22=187/24-0-0,23=190/24-0-0, 24=181/24-0-0, 25=215/24-0-0, 26=71124-0-0, 20=187/24-0-0, 19=190/24-0-0,18=181/24-0-0,17=215/24-0-0,16=71/24-0-0 Max Horz 2=25(load case 1), 14=-25(load case 1) Max Grav 22= 194(load case 2), 23=190(load case 1), 24=181(load case 2), 25=215(load case 1), 26=73(load case 2), 20=194(load case 3), 19=190(load case 1). 18=181(load case 3), 17=215(load case 1), 16=73(load case 3) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 1-10-4 on center bracing. FORCES (Ib) TOP CHORD 1-2=45,2-3=-91,3-4=-57,4-5=-62,5-6=-61, 6-7=-61, 7-8=-61, 8-9=-61, 9-10=-61,10-11=-61,11-12=-62, 12-13=-57, 13-14=-91,14-15=45 BOT CHORD 2-26=0,25-26=0,24-25=0,23-24=0,22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-113=0, 16-17=0, 14-16=0 WEBS 8-21=-124,7-22=-147,6-23=-149,5-24=-145, 4-25=-160, 3-26=-90, 9_20=_147,10_19=_149,11_18=_145,12_17=_160,13_16=_90 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" 6) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASEIS) Standard cfJi/ IJob,. '=r~ In~T'" l~ FINK NOFFKE LUMBER INC., OSHKOSH WI. 54901 ~tJ 4.0-32 s Aug 291997 MiTek Industries, Inc. Tue Sep 23 07:45:351997 Page 1 1-1-10-81 1-10-8 7-6-1 7-6-1 15-0-0 7-5-15 22-5-15 7-5-15 30-0-0 7-6-1 131-10-81 1-10-8 5x5= 4 6.00[12 to ~1 11 3x5= 10 3x5= 9 3x5= 8 3x5\\ 10-0-0 10-0-0 Plate Offsets (X Y)' [2'0-4-120-0-11 16'0-4-120-0-11 20-0-0 9-11-15 24-0-0 4-0-0 30-0-0 6-0-0 , LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) IIdeft PLATES .GRtP TCll 30.0 Plates Increase 1.15 TC 0.90 Vert(ll) -0.06 11 >999 M20 197/190 TCDL 7.0 lumber Increase 1.15 BC 0.89 Vert(Tl) -0.36 9-11 >787 BCll 0.0 Rep Stress Incr YES WB 0.76 Horz(Tl) 0.03 8 nla BCDL 10.0 Code BOCAlANSI95 Min length 1 LL deft = 360 Weight: 114 Ib LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud 'Except' W1 2 X 4 SPF No.2, W1 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud, RighI: 2 X 4 SPF Stud REACTIONS (Ib/size) 2=1158/0-3-8,8=1933/0-3-8 FORCES (Ib) TOP CHORD 1-2=22,2-3=-1419,3-4=-1123,4-5=-284,5-6=900,6-7=22 BOT CHORD 2-11=1256,10-11=603,9-10=603,8-9=-184,6-8=-779 WEBS 3-11=-469,4-11=741,4-9=-651,5-9=807,5-8=-1905 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 4-5-14 on center purlin spacing. Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 4-9 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASEIS) Standard +r ~ \.) JOi)- " Truss Truss Type IEI 1 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Tue Sep 23 07:46:101997 Page 1 JOBS' FINK NOFFKE LUMBER INC., OSHKOSH WI. 54901 1-1-10-8 I 1-10-8 7-6-1 7-6-1 15-0-0 7-5-15 22-5-15 7-5-15 124.0-01 1-6-1 30-0-0 6-0-0 5x5= 4 6x6= (!) ,.:. M (!) 2 ~1 10 3x5= 9 3x5= 8 3x5= 7 3x5= 10-0.0 10-0-0 20-0-0 9.11-15 24-0-0 4-0.0 30-0-0 6-0.0 Plate Offsets (X Y)' 12'0-4-120-0-11 , LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) Ildell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.06 10 >999 M20 197/190 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.37 8-10 >777 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.04 7 nla BCDL 10.0 Code BOCAlANSI95 Min Length 1 LL dell = 360 Weight: 100 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud 'Except' Wl 2 X 4 SPF No.2, Wl 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud REACTIONS (Ib/size) 2=1264/0-3-8, 7=1114/0-3-8 FORCES ~b) TOP CHORD 1-2=22,2-3=-1545,3-4=-1251,4-5=-658,5-6=-0,6-7=-47 BOT CHORD 2-10=1352,9-10=760,8-9=760,7-8=327 WEBS 3-10=-431,4-10=666,4-8=-319,5-8=484,5-7=-1079 BRACING TOP CHORD BOT CHORD WEBS Sheathed. Rigid ceiling directly applied or 10-0-0 on center bracing. 1 Row at midpt 4-8 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASE(S) Standard fS '" , . '~y-- -1;V -I ------.- ----- --l [ ~~.~----- ~---~ 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Thu Oct 09 16:09:111997 Page 1 I Job I JOBS FLAT NOFFKE lUMBER INC., OSHKOSH WI. 54901 "Truss Truss Type 1-_________~.:.4._________+___------------ ___.1H,()...._ 5.8-4 5.4.12 -l------..---------J.~-?.:!~---- _. .-.- ._._.__+_..__._.___J.l:~.:9_______-1 5.4.12 5.8.4 3x711 1 4x10 = 6x8:c- 2 3 ~~:::~-=:~~-=,T::-~n== T[L~/c~~~ =:::~ F ~ / -.~--- -- 131 - -- 4x10c- 4 4x10. 3x7 II 5 13 6 -.-----.-------.----..-1 10 3x711 ...-+ r J I I I -..-.-]:TI:~_:.:_=:~:=:~:.-- 11 4x7= 9 4x7=-- 8 6x8:-. 14 lOx10 II 1-_______......J1,8.4__..__ ______._______+.___... 1..1.-1.,0. 16.5.12 !---- ._n,2..0 LOADING (psI) TCll 30.0 TCDl 7.0 BCll 0.0 BCDl 10.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr NO Code BOCAfANSI95 cst TC 0.70 BC 0.55 WB 0.94 (Matrix) DEFL (in) (Ioc) Vert(ll) -0.19 10 Vert(Tl) -0.29 10 Horz(Tl) 0.08 7 Min lenglh 1 II detl = 360 BRACING TOP CHORD BOT CHORD WEBS I/detl >999 >903 n/a PLATES GRIP M20 197/190 Weight: 363 Ib LUMBER TOP CHORD 2 X 8 SYP DSS BOT CHORD 2 X 8 SYP DSS WEBS 2 X 4 SPF Stud "Except" W1 2 X 4 SPF No.2, W1 2 X 4 SPF No.2, Sheathed or 6-0-0 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 10-0-0 on center bracing. 1 Row at midpt 2-12,5-7 REACTIONS (Ib/size) 12=9432/0-5-8,7=8011/0-S-8 FORCES (Ib) TOP CHORD 1-12=-1637,1-2=-270,2-3=-10949,3-4=-10949, 4-5=-10667, 5-13=-219, 6-13=-219, 6-7=-692 BOT CHORD 11-12=10949,10-11=14021,9-10=14021, 8-9=10667, 8-14=10667, 7-14=10667 WEBS 2-12=-1283Q, 2-11=3178, 4_11=_3724,4_10=1117,4_9=_4066,5_9=3303,5_7=_12561 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3') Nails as follows: Top chords connected with 1 row(s) at 0-4-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected with 1 row(s) at 0-9-0 on center. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated, 4) This truss has been designed with ANSIITPI1-1995 criteria. 5) load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the inlended use of this truss. LOAD CASE(S) 1) Regular: lumber Increase=1.15, Plate Increase=1.15 Uniform loads (pll) Vert: 1-2=-659.0,2-3=-659.0,3-4=-659.0, 4-5=-659.0, 5-13=-659.0, 6-13=-74.0, 11-12=-210.0, 10-11=-210.0,9-10=-210.0,8-9=-210.0, 8-14=-210.0, 7-14=-20.0