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HomeMy WebLinkAbout0091696-Building/~ CITY OF OSHKOSH OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 555 KIRKWOOD DR Designer No 0091696 Owner STEPHEN/DEBRA L KOSMER Create Date 12/07/2001 Contractor PRAIRIE CRAFTSMAN CONSTRUCTION INC Category 111 -Single Family Addition Plan Type ~ Building Q Sign Q Canopy Q Fence Q Raze Zoning Class of Const: 8 Size see plans Unfinished/Basement Sq. Ft. Rooms Height 13 Ft. ^ Projection Finished/Living 378 Sq. Ft. Bedrooms Stories 1 Canopies Garage 864 Sq. Ft. Baths Signs Foundation ~ Poured Concrete Q Floating Slab Q Pier Q Concrete Block Q Post Q Treated Wood Occupancy Permit Required Flood Plain Park Dedication # Dwelling Units Use/Nature of Work Q Other Height Permit 0 # Structures 1 FR/ 21x18 family room addition with full basement, 32x27 garage addition' foundation on previous permit. HVAC Contractor KURT ZENTNER & SONS Electric Contractor HOMEOWNER Fees: Valuation $ 0.0( Issued By: Plumbing Contractor Plan Approval $0.00 Permit Fee Paid $146.00 Park Dedication $0.00 Date 12/07/2001 Final/O.P. ^ Permit Voided In the performance of this ork I agree t e work pursuant to rules governing the described construction. Signature Date Address 3160 OMRO RD Agent/Owner OSHKOSH WI 54904 - 0000 Telephone Number 920-231-6991 ~f- ___ -- ~~-- i ` ~. ~~Q~M~~ gyH,h ~ ~~ 3 ~3 M ~ M ~ I_ k ._ ~--- ~ =~ ~ ~ ~~ ~ L CA ~.J `r p aC~~ - - ~~~'' ~ .-I ~, ~ / ~~ k r~ 'r° II I' ItFVIEWE BY C1TY Off/ "- Fn~: ~"OMPLIAN Wl'tH (~" ' STS OF WiSCONSINDEP G= ._S~.RCE SEB ENi:E ~ 2~1 ~ G~- J ~~~ ~~ o ~'r ~,- ~~ ~ z ~~~ \ Y P 0 a 3 ~~ 7 y h~ ~~ ,,, b o IL~~ J I` ~Q ~ ~ jy M / i / / % / W .~ - ~ i --i `r1 ~~ _.. ~` ~ I ~3N ~ ~ ~ -_ _ __ / ° ~ ~ / ~, x `~ k ~ ~a n ~~ In( „~ ~! ~(~ ~'~ ~~~vr, fly S'r3~js~ ~~~w~up , ~ x {r . . 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The proposed building has beat designai to meet the Wisconsin Uniform Dwetiinr Code r~oyutremeuta in MECchech Version 3.2 Release ib. Builder/Designer____ Date ::~, . , ,~ :~ ;~ Dec 06 O1 O5:49p Kurt Zentner ty Sons, Inc 1-920-235-5425 p.3 Heating Equipment Sizing Summary Geneeal Ietormatiiae Outdoor [?esign Temperature: -]5 deg Conditioned Floor Aces: 3080 ft2 Average Ceiling Height: 8,0 fl In£tltralion Rate: 0.50 Normaliztid ACH Equipment nvcr~izing Factor: 15.0 a. Loads Sammary Conductive Losses: 2946t Btulhr t»fiftratioa Losses: 18850 Btulhr Ovessiting Factor Losses: 7247 Btulhr 'CMaI Building Heating Load: 55558 Bhilhr . , ~, ~i' , .. Dec 06 O1 05:49p Kurt Zentner f5, Sons, Inc 1-920-235-5425 1VIFCcheck Inspection Checklist Wisconsin Uniform Dwelling Code 1ufECcl~eck Software Version 3.2 Rekase Ib DATE: 12/06/01 Bldg. ~~ Use ~; i ~ Ceilieg!t: , ~' [ ] ~ f. Ceiling 1: F[ai Ceiling or Scissor Truss, R-38.0 cavity inwlatiorr ; ~ _._ ~ Comments: 1 ', Atbuve•Crade Walls: [ ] ~ 1. Walt l: Wood Frame, 16" a.c.. R-{9.0 cavity insulation ~ Cnmmrnls: --`--------- _...-.. ~ Basement Walla: ( j ~ f. Basemerrt Walt t: Solid Concrete or Mascmry, 8.0' hr/7.9' hn/R 0' inail, ~ R 1U.U cavity insulation ~ Comments: ~ ..._.. --- - .. _ I W ladows: [ j I t. Window 1: Above Grade, Vinyl Frame, Daubte Matte with Low-E, U factor: 0.3 f0 Windows must he labeled and rated in accordance with NFRC oT must use default values . from CQMM Table22.05-1. '; # Panes Frame Type- _-_-- "Thermal Break? [ ]Yes [ ) No Comments: _ .._._ _ ... _ . _ Door: [ j i 1, t7oor 1: Solid, U-factor: 0.270 Doors must be labeled and rated in accordance with NFRC Or must u!;e defauh valves ' from COMM 'Table 22.05-2. Commonu: _ - ~ ] ltieatieg and Cooling Fgtripment: t. Furnace 1: Forced Not Air, 93 AFI1E or higher Makt and Model Number __ Air I,eatitase: Jontis, penetrations, and afl other such oprninfts in the building envelope that are sources of air leakage must be sealed. Recettcd lights must be type 1C rated artd installed with no penetrations or installed inside an appropriate alt-tight assemhty (COMM 22.32). Vetttllat~loe: Mechanical vrntilation systems muss be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be suet{ to ptovicir. a minimum of d0% of the total air that would bt exhausted witfi al! the intermittent txhaust ventilation in the dwelling operating simuhaneously (COMM 23.0'2(3)(b)). p.4 Vapor Retarder: Dec 06 O1 05:50p Kurt Zentner & ,Sans, Inc 1-920-235-5425 p.5 [ ] ! Ruyuired on the warm-in-winter side of alt framed ceilings, walls, and Iluurs (COMM 22.22). f Materlak ldentificatioa: [ ] ~ Materials bnd aquipraent must ba identi5ed so that compliance stn be determined. [ ~ ~ ManuStcturer manuals fnr all installed heating and cooling equipment and service water heating ! equipment must be provided. [ ~ ! Insulataart R values, glazing U-values, and heating equipment efficiency trust be clearly maticed on I the building plans or specifications. I I Dart Inttalstiion: [ j ( Dins in ~n:aiditiated apnoea moat be insufntcd to a tniaimum of R S (COMM 22.17). i ) ! Sections of dtx9s in unccx-duione>d spaces and the unwnditiuned side of plenums must bt scald I (COMM 22.18). I ! Temperature Coatrois: ( [ ! 7'hermoslats sre required foe each separate N1rAC system. A manual or automatic mesas ro partially ~ restrict or shut off the heating and/or cooling input to each zonr or floor ahal! be provided ! (COMM 22.15). .I ! Humidity ContrvL• { ] ~ A humidistar is required when humidifying or dehumidifying (COMM 22.16). ~ Pipe Inaalaton: [ ~.. I A[l heating .pipes in unheated spaces and all uwliog piers in urtcooJed spaces must be I insulated with a material providmg a minimum thermal resistivity oi' R-4 (CUMM 22.1)). KOTF.S TO FIELD (t3uikiing Department Use Only) .'r~ ;, :~... ,; ~ 04 FPRO Span TablEs Table OI Allowable Spans for DF Joist PRO-Joist 40 PSF Live Load & 10 PSF Dead Load L/480 Sirrtpie Span Only On Center Spacing Joist _.... __._ Depth Designation 12" 16" 19.2" 24" PRO-20 16'-7" 15'-2" 14'-4" 9.1/2„ 13'~"' PRO-40 18'-0" 16'-6" 15'-7" 14'-1" 11-7/8" PRO-20 19'-11" 18'-2" 17'-2" 15'-5" PRO-40 21'-6" 19' 7" 18'-2" 14" PRO-60 25'-9" 23'-6" 22'-2" 20'-9" TabIE 03 Allowable Spans for Unfform Loa1i1~ ~ ~ 1 • • /i! 40 live Load & 20 PSF Daiy L,M~+ ~• ~; ) Simple & MulHpia S~r11s '`~ R On Ce~1m Spux+q Joist - Depth Designation 12" 16' t9 I' ?I" 91/2„ PRO-20 16'-7" 14'•10" 13'b' 11'•1' PRO-40 18'-0" 15'-8' 14'•?;" 12'-9' PRO-20 19'-0" 16'-9' 13'•11' 11-7/8" 11'-1' PRO-40 21'-0" 18'-2" 16'b' 14'-9' 14" PRO-60 25'-9" 23'-6" 20'-7" 16'-5' Table 02 Allowable Spans for DF Joist PRO-Joist 40 PSF Live Load & 10 PSF Dead Load L/480 Multiple Span Oniy On Center Spacing JOISt ...__ .... __ ...... .. ... .. Depth Designation 12" 16" 19.2" 24" 91/2„ PRO-20 18'-1" 16'-3" 14'-10" 13'-3" PRO-40 19'-7" 17'-2" 15'-8" 14'-0" 11-7/8" PRO-20 21'-8" 18'-10" 16'-9" 13'-5" PRO-40 23'-0" 19'-11" 18'-2" 16'-2" 14" PRO-60 28'-1" 25'-7" 23'-8" 19'-9" Notes; Tables 1 &2 1. Allowable clear scans found m the above Tables are based on unform loads. For applications with norwniform loads, an engineering analysis may be required using the design properties found in Table 04 2. These span charts are for applications with a live load of 40 psf and a design dead load of 10 psf. Allowable spans for applications with a live bad of 40 psf and a dead bad of 70 psf can he found in Table 03 3. DeileRion under Iwe bad is limited in L/480. 4. Maximum :pant shown are clear d~•,tana•s tx•Iwnen vrppons. Mumnurn bearng length Shall be 1- 3/4 inches for end bearngs and 3-1/2 inches for intermediate bearngs when applicable. 5. For multiplr~span applicatons usinn above table, the end spans must be at least 40 % or more of the adjacent span. 6. Spans are based on a composite floor with glued-nailed sheathing meeting the requirements for APA Rated Sheathing or APA Rated S7URD-I-FLOOR conforming to PRP-108, PS 1, or PS 2 with a minimum thickness of 19/32 inches (40/20 or ZO oc) for a joist spacing of 19.2 inches or less, or 23/32 (48/Z4 or 24 a) for a joist spacing of 24 inches. Adhesives must meet APA Speafication AFG-01 or ASTM D3498. Reduce spans by 1 foot when floor sheathing is nailed only. 7. Web stiffeners are not required when PRO's are used according to the spans and spacings found in above tables, except as noted. 8. SI units conversion: linch - 25.4 mm, 1 foot - 0.305 m. 1. Allowable clear span applicable to simple - o• ••+~,P• :~~.• ~:,•- ~.- w , ... ,-- ,•,. ,,..~ a desgn dead load of 20 psf and live load of 40 psf Fo• •^~ r • • +- ,.. . , _ _ ,. •e, ~.:, f ~ .w y,p,. ,,, more of the adjacent span. The live load denr.ct•c^ •~ •- ~ / c• _ 2. Spans are based on a composite floor with q!.,~... , -• ~ ~ •... -,... „ .,...,,•s rh Aeq Rated Sheathing or APA Rated STURD-I-FLOOR co~~•-•- ~-1 • • ~ ~ .p ^- ~ •, ~+ ~,,j.w a ,... ,,.,,,um thickness of 19/32 inch (40/20 or 20 oc) fora {e~s! ;; .,- -~ -• ~ • ,~ ., -.- -. r. , ..r ; g 32 ,,,., r4g.24 or 24 oc) for a joist spacing of 24 inches. Adhesive s~ i T,ti- _ • . r,-..- •,.r-,.~ . ~r,.,,, o, pCTst D3498. Spans shall be reduced 1 foot when the fk,r,• •r na» -: ~ -. _„~.,,~.+ ,_ 3 Minimum bearing length shall be 1-3/4 inches to• •+•a ~- -.,~ -s ~~.. ~• -; ,,.•„~ .^, •ae intermediate bearings. - 4. Bearing stiffeners are not required when I-jogs a•e ~! „•+^ •~. isr : rd tarsgs q+a+•+ nr this table, except as discussed on page l4 of this desgn a~~-x +r. •..-~ys r.• -r.rrr••t•~'+d toad srtuationz 5. This span Chart is based on uniform loads. Fa ap^' <a• m ..- -.-r -.r unar.,,ry dntrrbuted loads, an engineering analysis may be required baw! r•. ••-. „-r ~~• -.. s.•..q. C'"nrties n Table 04. 6. For ceramic file applications, spacings greater ttia~ '~' ~ • rw .,.. •,*,, .x, '^r~•'*'•r•uSrd Table 04 Design .Properties for DF Joist PRO~oisf '° 'x • Joist EI(z) Mtn V . 1R,st ERtt1 KU) Depth Designation 10616-in? Ibf-ft Ibf tb~ Ibf 1061bf 91/2" PRO-20 145 T,T55 t xM t.TpO 830 4.94 PRO-40 193 2.520 t.+T^ 2.'60 1,080 4.94 117/8" PR0.20 253 3.025 t.~M 1.700 830 6.18 PRO-00 330 3.355 i.427 2.500 1.200 818 14" PRO-60 584 5.310 t rn 7.500 1.200 7.28 (1) The tabulated values are design va'ves •-~~ - -,. . - - „. ,,..s ~~ EI and K shall r be permitted to be adjusted for othe• 'oa^ - . -- ~ , - .. ~.~ -.,,, .,..,, (2) Bending stiffness (Ep of the single'~o~r (3) Moment capacity (M) of a single !-•s<• r F w - ~- ... . •>r,. ,.,,,. ,,,,.,n a•e [+ermitted to be increased by a repetitive memt~e• tr• • • (4) Shear capacity (V) of the I-joist. (8) Intermediate reaction (IR) of the I-~os• :. ° • - ~• ~.. -• t • 7 .r+•s w,thout web stiffeners. (6) End reaction (ER) of the Ijoist with a r^- --.- .,. , ~ • # s '+•+es wrtMut web stiffeners M ' Higher end reactions are permitted. Fa a e+• ~~ •.; ..-: • ' . - • i • r. _. ,.,.,,,, M, td' and 16" PRO- SO s), the end reaction may be set equa' •• °•~ • .~.-, -• •.." . ~ -•~..--•',,tnon of the end reaction between 1-3/4 and flinch bearing rs ee^ ••~- • r ..- . , .,.,,., -~,.,.. •.450 br wpb stiffeners are required. , (7) Coefficient of shear deflection (K) r~ -. .- , , ,. , •...,.• ~.,,,,t kxad deflections of the I-joist in a simple-span apphcat,e~ -.*p _ (1 j Uniform Load: S _ -- _ , ~,. ,, „ t 38a~ ' ... ~-+a rbi1. (2j Center-Point Load: 6 - 1t ~ - ,y°•+•n or tM tjoist Qbfin? ), and Building Permit Work Card Job Address 555 KIRKWOOD DR Permit Number 0091696 Create Date 12/7/01 Owner STEPHEN/DEBRA L KOSMER Contractor PRAIRIE CRAFTSMAN CONSTRUCTION Category 111 -Single Family Addition Type ~ Building ~ Sign_ _ ^ Canopy ^ Fence ^ Raze I Plan Zoning Class of Const: 8 Size see plans Value $37,000.00 Unfinished/Basement 0 Sq. Finished/Living 378 Sq. Ft. Garage 864 Sq. Ft. Ft. Rooms 0 Bedrooms 0 Baths 0 ^ Projection Stories 1 Height 13 Ft. Canopies 0 Signs 0 Foundation ~ poured Concrete ^ Floating Slab ~ Pier ~ Other Concrete Block ~ Post ~ Treated Wood ~cupany Permit Required Flood Plain Height Permit rk Dedication # Dwelling Units 0 # Structures 1 -- - - - -- - ~e/Nature SFR/ 21x18 family room addition with full basement, 32x27 garage addition.' foundation on previous pern Work Contr KURT ZENTNER & SONS Plumbing Contr c Contr HOMEOWNER Inspections: Date 09/13/2002 10:10 AM Type Re Final Inspector Nicole Krahn iREQUEST LINE. 8/28/02 @ 10:10am - Left a message - NK. NOTE: Final grading is not done. Date/Time requested: 8/21/02 03:18 PM Notice Type: Phone Number: 379-4189 Access: Ready Date/Time: 8/21/02 03:18 PM Requested By: Steve Kosmer-Owner approved Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------- Building Permit Work Card Address 555 KIRKWOOD DR Permit Number 0091696 Create Date 12/7/01 ier STEPHEN/DEBRA L KOSMER Contractor PRAIRIE CRAFTSMAN CONSTRUCTION Category 111 -Single Family Addition Type ~ Building Q Sign Q Canopy Q Fence Q Raze ~ Plan Zoning Class of Const: 8 Size see plans Value Unfinished/Basement 0 Sq. Finished/Living 378 Sq. Ft. Garage Ft. Rooms 0 Bedrooms 0 Baths 0 Stories 1 Height 13 Ft. Canopies Foundation ~ poured Concrete Q Floating Slab Q Concrete Block Q Post pany Permit Required Dedication Work $37,000.00 864 Sq. Ft. ^ Projection 0 Signs 0 Q Pier Q Other Q Treated Wood Flood Piain Height Permit # Dwelling Units 0 # Structures 1 FR/ 21x18 family room addition with full basement, 32x27 garage addition * foundation on previous permit. Contr KURT ZENTNER & SONS c Contr HOMEOWNER Plumbing Contr Inspections: Date 01/29/2002 Type Insulation Inspector Allyn Danhoff no time hey will be starting the drywalling on Monday. Date/Time requested: 1/29/02 03:51 PM Notice Type: Phone Number: 379-1560 Access: pen Wedn & Thurs Ready DatelTime: Requested By: PRAIRIE CRAFTSMAN CONSTRUCTION Q Reinspect Fee Q Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------- Date 07/12/2002 10:10 AM Type Final Inspector Nicole Krahn not approved 9/02 @ 9:30am - Left a message. Datemme requested: 7/3/02 08:42 AM Notice Type: FC Phone Number: 233-6615 Access: all Owner Ready Date/Time: 7/12/02 09:00 AM Requested By: OWNER Q Reinspect Fee Q Fee Waived ^ Reinspect Fee Paid ------------------------------------------ Address 555 KIRKWOOD DR ier STEPHEN/DEBRA L KOSMER >ry 111 -Single Family Addition Building 0 Sign Q Canopy ~ Fence 0 Raze ~ Plan I Class of Const: 8 Size see plans Value $37,000.00 shed/Basement 0 Sq. Finished/Living 378 Sq. Ft. Garage 864 Sq. Ft. Ft. 0 Bedrooms 0 Baths 0 ^ Projection 1 Height 13 Ft. Canopies 0 Signs 0 ation ~ poured Concrete ~ Floating Slab 0 Pier ~ Other Concrete Block ~ Post ~ Treated Wood ipany Permit Required Flood Plain Height Permit Dedication # Dwelling Units 0 # Structures 1 Work FR/ 21x18 family room addition with full basement, 32x27 garage addition.* foundation on previous permit. Contr KURT ZENTNER & SONS c Contr HOMEOWNER Plumbing Contr Inspections: Date 12/10/2001 Type Foundation Backfill Inspector Nicole Krahn approved Date/Time requested: Notice Type: Phone Number: Access: Ready Date/Time: Requested By: Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------- Date 01/22/2002 10:00 AM Type Rough In Inspector Nicole Krahn not approved DateTme requested: 1/17/02 10:10 AM Notice Type: FC Phone Number: 379-1560 Access: pen Ready Date/Time: 1/22/02 Requested By: PRAIRIE CRAFTSMAN CONSTRUCTION Building Permit Work Card Permit Number 0091696 Create Date 12/7/01 Contractor PRAIRIE CRAFTSMAN CONSTRUCTION Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid ------------------------------------------