Loading...
HomeMy WebLinkAbout0143791-Building CITY OF OSHKOSH No 143791 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1070 W 10TH AVE Owner CORY A HANNEMAN Create Date 10/22/2010 Designer Contractor OWNER Category * 140 - Interior Remodeling Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature SFR/ Installing new 2x10 floor joists next to the existing 2x6 floor joists for the 2nd floor. Opening two sections of the bearing wall of Work between the living room and kitchen to provide a 8'4" and 5' opening. Code compliant headers will be installed for these openings. Four new columns will be installed in the basement with code compliant footings (2'x2'x1'). HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $2,000.00 Plan Approval $0.00 Permit Fee Paid $32.00 Park Dedication $0.00 Issued By: Date 10/22/2010 Final /O.P. 00 /00 /0000 ❑ Permit Voided I Parcel Id # 1307580000 Cautionary Statement to Owners Obtaining Building Permits 101.65(1 r) of the Wisconsin Statutes requires municipalities that enforce the Uniform Dwelling Code to provide an owner who applies for a building permit with a statement advising the owner that: If the owner hires a contractor to perform work under the building permit and the contractor is not bonded or insured as required under s. 101.654 (2) (a), the following consequences might occur: (a) The Owner may be held liable for any bodily injury to or death of others or for any damage to the property of others that arises out of the work performed under the building permit or that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. (b) The Owner may not be able to collect from the contractor damages for any loss sustained by the owner because of a violation by the contractor of the one and two family dwelling code or an ordinance enacted under sub. (1) (a), because of any bodily injury to or death of others or damage to the property of others that arise out of the work performed under the building permit or because of any bodily injury to or death of others of damage to the property of others that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. * 140 - Interior Remodeling See Chapter NR 447 of the Wisconsin Administrative Code and Notification Form 4500 -113 on the DNR Asbestos Program website; http: / /dnr.wi.gov /air /compenf /asbestos /. For additional information on hazards present in buildings see the Pre- Demolition Environmental Checklist at http: / /dnr.wi.gov /org /aw /wm /publications /anewpub /WA651.pdf In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. have read and,derstand th forementioned information. Signature l( o � rye Date / — — /© Agent/Owner Address 1070 W 10TH AVE OSHKOSH WI 54902 - 6212 Telephone Number To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 Fax: (920) 236 -5084 OJ HKOJ H Building Permit Application ON THE WATER If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here if you want this processed through your account JOB ADDRESS /)Z CA) / 77Y i OWNER �.! A 0020 - 2dd -//6/) CONTRACTOR j,I, 2 I am the: ,Owner OR ❑ Contractor USE CATEGORY ,jLingle Family ❑Duplex ❑Multi - Family ❑Rental ❑Commercial Olndustrial Work being done: ❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking ❑ External Remodeling ❑ Fence/Hedge/Kennel ❑ Garage/Utility Structure ❑ Handicap Ramp ❑ Hot Tub /Spa )(Internal Remodeling ❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace ❑ Swimming Pool ❑ Wrecking Permit ❑ Other Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. • Full description of work being done: ,�,k✓ a ,97)00 j zsr 1y-4c-7-Ate , `J (, / ,� r / � , / 4; i, _ fV7757 % tes . Are Lg ‘4)/0 CCZatnAlS (1401:42 MAC ��o� -B, � All (9) Any work not included in this application is not permitted. Value of the job $ iferr 02C (Value for materials and labor is required to ensure consistency in accessing permit fees for all applicants.) PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. Name: eli �ftu�/ sz4k/ (Please print) 5 Signature: � \ L a . b 44L vu Date: DL. `� 3/02 eve HEADER FOR FRENCH DOOR TO OFFICE 2 Pcs of 1 1/2" x 9 1/4" 1.4E Solid Sawn Spruce Pine Fir #2 TJ•Beame 8.96 Serial Number, user:1 10/115/2010 10:04:41 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Fare 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1 !�I b- - 44" 81 " -4 Product Dtagrern 4 i CarICE434111d. LOADS: • Analysis is for a Header (Flush Beam) Member, Tributary Load Width:. 17 Primary Load Group - Residential - Living Areas (pet): 40.0 Live at 100 % duration, 12.0 Dead — SUPPORTS: Input Bearing Verticei Reactions (Ibs) Deta1I Other Width Length U vslDead/UptIf'trTotal 1 Stud wall 3.50" 1.50" 1090 / 340 / 0 / 1430 By Others - Rim: Rim Board 1 Ply 1 3/4" x 91/4" 1.9E Microllam® LVL 2 Stud wail 3.50" 1.50" 1090 1340 / 0 / 1430 By Others - Rim: Rim Board 1 Ply 1 3/4" x 91 /4" 1 ,9E Mkxoilem® LVL -See ILevete Specif er's/Builder's Guide for detall(s): By Others - Rim: Rim Board )DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1325 -761 2498 Passed (30%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 1394 1394 3430 Passed (41%) MID Span 1 under Floor lading Live Load Deft (in) 0.012 0.105 Passed (L/999+) MID Span 1 under Floor loading Total Load Dell (In) 0.016 0.210 Passed (L/999+) MID Span 1 under Floor Ioadtig - Deflection Criteria: STANDARD(LL:U480,TL•1J240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member sulky. -The allowable shear stress (Fv) has not been increased due to the potential of eptis, checks and shakes. See NDS for appl oability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT( The analysis presented is output from software developed by 'Level®. it evel® warrants the sizing of its products by this software wit be a000mptshed in accordance with (Level® product design criteria and oode aocepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Assooiate. -Not al products are readily available. Check with your suppler or !Level® technical representative for product avalablity. -THIS ANALYSIS FOR Level® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Sold sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the sold sawn lumber material listed above. -Note: See iLevele Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: CORY HANNEMAN Ruse Hintze 1070 10TH STREET 1601 Bowen Street Oshkosh, WI 54901 • Phone : 920. 235 -3080 ruseenot&eiumber.com Copyright 0 2009 by ireval°, Federal trey, WA. eve HEADER FOR FRENCH DOOR TO OFFICE ria� maasa 6.7 S ef w,m 2 Pcs of 1 1/2" x 9 1/4" 1.4E Solid Sawn Spruce Pine Fir #2 User: 1 1W15/201010:04:0AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 2 EMM* Venka (06.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 4' 2.50" ^ Max. Vertical Reaction Total (lbs) 1430 1430 Max. Vertical Reaction Live (lba) 1090 1090 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 55 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 191 -161 Max Shear at Support (lbs) 315 -315 Member Reaction (lbs) 315 315 Support Reaction (lbs) 344 340 Moment (Ft -Lba) 331 Loading on all spans, Lur = 1.Ou , 1.0 Dead Floor Shear at Support (lbs) 761 -761 Max Shear at Support (lba) 1325 -1325 Member Reaction (lbs) 1325 1325 Support Reaction (lba) 1430 1430 Moment (Ft -Lba) 1394 Live Deflection (in) 0.012 y Total Deflection (in) 0.016 PROJECT INFORMATION:, OPERATOR INFORMATION: CORY HANNEMAN Rues Hintze 107010TH STREET 1601 Bowen Street Oshkosh, WI 54901 Phone : 920 - 235 -3080 russ@noHkekimber.com Copyright • 2009 by 1Lev010, Federal Way, WA. A eve HEADER GOING FROM LIVING ROOM TO KITCHEN by wbrotbboy.,E 2 Pcs of 1 3/4" x 9 1/2" 1.8E Micro llam® LVL TJ -Beams 6.36 Serial Number User 1 10/1E4010 9157:43 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 1 Engine Version: 6.65.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 b _ gr 4� ► Product Diagram is del. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width; 12' Primary Load Group - Residential - Living Areas (psf): 40.0 Uve at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Uve/Dead/Up iI#ITotal 1 Stud wall 3.50" 1.77" 2000 /638 / 0 /2638 A3: Rim Board 1 Ply 1 114" x 9112" 0.8E TJ- Strand Rim Board® 2 Stud waif 3.50" 1.77" 2000 / 638 / 0 / 2638 A3: Rim Board 1 Ply 1 1/4" x 912" 0.8E TJ- Strand Rim Board® -See ILeveb8► Specifier'sBuilder's Guide for detalt(s): A3: Rim Bond DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ws) 2533 -1952 6318 Passed (31%) Rt. end Span 1 under Floor loading Moment (Ft -Lbs) 5065 5065 11775 Passed (43%) MID Span 1 under Floor loading Live Load Defi (in) 0.107 0200 Passed (L/896) MID Span 1 under Floor loading Total Load Defl (in) 0.141 0.400 Passed (L/679) MID Span 1 under Floor Ioelking - Deflection Criteria STANDARD(LL:U480;TL:L1240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 4" o/c unless detailed otherwise. Proper attachment and pos4ioning of lateral bracing Is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis ..: - is out • ut from softveare deyel • • _ • b i . - I .:,:; it I. ,.::, ;,;. •, :: • r•.• ti,_ „is wnflua3ro,+stl hot aocom • 's = • . ce Level®p� design gn dterla and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Aesociete. -Not all products are readily available. Check with your supplier or !Level® technical representafhre for product availablltiy. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the !Level® Distribution product fated above. -Note: See !level® Specifter'a/Bullder'e Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: CORY HANNEMAN Russ Hintze 1070 10TH STREET 1601 Bowen Street Oshkosh, WI 54901 Phone : 920-235-3080 cuss ©noffkelumber.00m Copyright * 2009 by iLevele, 6ederal Way, WA. Microllame is a registered trademark of iLevele. eve �r a HEADER GOING FROM LIVING ROOM TO KITCHEN by Visoarhaauvat 2 Pcs of 1 3/4" x 91 /2" 1.9E MIcrollam® LVL TJ -Beam! 8.5e Serial Number Users 1 10118420109:87 :43 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Vent= 8.85,0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 0.00" " Max. Vertical Reaction Total Ube) 2638 2638 Max. Vertical Reaction Live (iba) 2000 2000 Required Bearing Length in 1.77(W) 1.77(W) Max. Unbraced Length (in) 100 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (iba) '472 -472 Max Shear at Support Ube) 613 -613 Member Reaction (ibe) 613 613 Support Reaction (iba) 638 638 Moment (Ft -Lba) 1225 Loading on a spans, LDF - 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (ibs) 1952 -1952 Max Shear at Support (iba) 2533 -2533 Member Reaction (lba) 2533 2533 Support Reaction (ibs) 2638 2638 Moment (Ft -Lbs) 5065 Live Deflection (in) 0.107 Total Deflection (in) 0.141 PROJECT INFORMATION: OPERATOR INFORMATION: CORY HANNEMAN Russ Hintze 1070 10TH STREET 1601 Bowen Street Oshkosh, WI 54901 Phone : 920- 235 -3080 russenofflcelumber.com Copyright O 2009 by iLevel®, 'edem1. Way, WA. Miarollame is a registered tradeaark of iLevel®. • iF- 6e )ozz_ . s i roo s. 0.04useo&tgeol-kitao 1 OWV7 ireo r7 4r 1 c,/,)/te a2c-A 2.)e 614c rD PlefogrA410 weco '1' 4 0$4461 %,,4, re, rt......'76 60,-)E the - 0e, er _..,,,j-e_. Bl* r- - Scei) ,...,.....„. 7-7) _____ . , ' , ' ` ! L- 'In Y 'N ►I A 111111111Pi1ui.' 6ro t) , 4/9P13— 1 /6 NC'''' / , ( J 5r7A)4. Veep Z Fe..c.e. l c ? . /`r' • Syr46"'/ z& T r- 1 . , 1*t/ 64 A rrtI e i Ft..cc -iZr1.)' 3e-rao mar i ...-::::•11-1.-..:-.0 ..... PI' -41 1101D14 - ""Mli100.1 1 04/ A - Itkxit 5 / 0 e - ZA cp - r' i giGniiEek) 470,Sr 7c.) lP`' 3c�" g rift , c i t i h d 1 c cs,..) - a A - I' T 6 G J.- . N ! , . V ii ■