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HomeMy WebLinkAbout0131081-Building (remodel) OSHKOSH ON THE WATER Job Address 440 HAZEL ST Designer Category 140 -Interior Ri Plan Type ~ Building Q Sign Q Canopy Q Fence Q Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Rooms Finished/Living Sq. Ft. Bedrooms Garage Sq. Ft. Baths Foundation ~ Poured Concrete Q Floating Slab. ~ Pier Q Concrete Block Q Post Q Treated Wood Height Ft. ^ Projection Stories Canopies Signs Q Other Occupancy Permit Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature of Work CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD No 131081 Create Date 06/30/2008 R/ Remodeling the existing kitchen and installing a new bathroom. New microlam beams will be installed per the plan submitted. An must fan will be installed for the bathroom. (NOTE: The bathroom will be installed in the existing kitchen area therefor the kitchen will smaller). All loads will transfer to the foundation. HVAC Contractor Plumbing Contractor C SWEETING PLUMBING LLC Electric Contractor YOURR ELECTRIC Fees: Valuation) , $35,000.00 Plan Approval $0.00 Permit Fee Paid $193.00 Park Dedication $0.00 Issued By: ~1~^ ' Date 06/30/2008 Final/O.P. 00/00/0000 ^ Permit Voided ~ Parcel Id # 1100870000 In the performance of this work 1 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. I have read and unders~ the afore mentioned information. Address 50 FOX FIRE DR Owner MICHAEL GOSPODAREK Contractor CUSTOM HOME SOLUTIONS LLC Agent/Owner OSHKOSH Date~~WQ_~ q WI 54904 - 6596 Telephone Number (920) 379-8739 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (1.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 Building Permit Application ON THE WATER If you are a contractor,participating in the Permit Fee Account System and have adequate funds, check here ifyou want this processed through your account I-I JOB ADDRESS s ~.i ~--~ r~ ~ c~2_ f _ ~ S-e~ o SIB ~ e~ S ~, OWNER _ ~ CONTRACTOR C (~ S'~' Z~ vv~ ~ C~ `h1 O~ ~(~ j_ U"~ 1 ~V1 ~ I am the: ^ Owner OR Contractor USE CATEGORY (Single Family ^Duplex ^Multi-Family ^Rental ^Commercial ^Industrial 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 11C'.1M ~ ~P ~ ~C Y~--~. ~c~ d0. rOC~~~ 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: ~ ~. UY~,Oc~he ~ ~ ~ -~ ~ ~ ,,~ Q ~~ ~,~ (~. ~~~ ~ D O V~ ' ~ ~ ~ ~~ s~ l1J 'i y\c~ ~ ~ ~J ~~ PCB c9 f . (~~ l(~c..~i~J A~n} work not included in this a lication is not ermitted. Value Of the jOb ~~ ~v (Value for materials and labor is required to ensure consistency in accessing permit fees for afl 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. ~~- -yJl~ Q ~-c-- Name: 1M 1 C ~~~~ ~ • ~Lw~ (Please print) ~~~ ~ ~ ~'( Signature: ~ ~s-- Date: ~~~ P ~ ~ ~ ~ 3/02 _ -- ~,-_ ~~ - - ~~ ~~~ ! ~ _ _-' - ;~ ~~ ,. i ~, _ --~~ a ~~ a~ i ~I~ . _i ~~. oz-2-~SaZ`Sh ~' 'a -~i a' ~ oy_ ~+ Cry i ~' N CC g ~ C ~ ~ ~_ {{L~ Y~ ~[~ I_ t- ~ -r i. i'__~ ,,, .,, - ~ ?' Qx ~l a'v H ~ •' ~ T+ ~' ~` ". ~_ '~~ L •~ V 1 r i i' __-- r, i ~- ~- ,, i ,,;, ., ~~ F „' ,~ 1 I r C$~, a ~ , ,~ NEW ANGLE BAY WINDOW HEADER ,;.,,.;; ~E,~~. 2 Pcs of 1 3/4" x 9112" 1.9E Microllam® LVL TJ-Beam® 6.30 Serial Number 7 0041 0949 2 User.1 6/18120083:39:24PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof SlopetiM2 All dimensions are horizontal. I r---- ~~ :-'----- S' 9"--- 1 LOADS: I Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group -Snow (psf): 30.0 Live at 115 °Aa duration, 17.0 Dead Vertical Loads: i A hcation Type Class Live Dead Location pp Point(Ibs) Snow(1.15) 1925 820 2' 9" - Uniform(plf) Snow(1.15) 240.0 136.0 2' 9" To 8' 9" ~ Adds To SUPPORTS: ~ Input Bearing Vertical Reactions {Ibs) width Length LivelDeadlUplitttTotal 1 Stud wall 3.50" 2.39" 2344 / 1216 1 0 / 3560', 2 Stud wall 3.50" 2.18" 2071 / 1166 ! 0 / 3236, -See itevel®Specifier's/Builder's Guide for detail(s): L1: Blocking Detail Rrodud Diagram is Conceptual. Comment POINT LOAD FROM BEAM ABOVE ROOF LOAD FROM ABOVE Other L1: Blocking 1 Ply 13/4" x 912' 1.9E Microllam® LVL L1: Blocking 1 Ply 1 314" x 912" 1.9E Microllarr~ LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear (1bs) 3526 3338 7265 Passed {4696) Lt. end Span 1 under Snow loading Moment (Ft-Lbs) 8479 8479 13541 Passed (63%) MID Span 1 under Snow loading Live Load Defl (in) 0.163 0.281 Passed (U619) MID Span 1 under Snow loading 0 249 0 421 Passed (LI406) M1D Span 1 under Snow loading Total Load Defl (m) -Deflection Criteria: STANDARD(LL:U360,TL:L240). ~ -Bracing{Lu): All compression edges (top and bottom) must be braced at 8' 9" o% unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted 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® Associate. -Not all products are readily available. Check with your supplier or itevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code 1BC analyzing the iLevel® Distribution product listed above. -Note: See iLevel®Spec~er'sBuilder's Guide for multiple ply connection. PROJECT INFORMATION: DAN SMITH MICHAEL GOSPODAREK REMODEL KITCHEN 440 HAZEL STREET OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601"BOW EN STREET OSHKOSH, WI 54901 Phone : (920) 235-3080 Fax : (920) 235-3061 cuss@noffkelumber.com Copyright ©2007 by iLeveld, Federal Way, WA. Microllam® is a registered trademark of iLevel®. a ~ ~ BEAM FROM BACK WALL TO BEAM RUNNING ACROSS KITCHEN _~~,~;/ 2 Pcs of 1 112" x 9 114" 1.7E Solid Sawn Douglas Fir #1 TJ-Beam® 6,30 Serial Number. 7004109492 User1 6I18120083:17:22PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a.~ 7, ~ ~---- Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 6' Primary Load Group -Residential -Living Areas (psf): 40.0 Live at 100 °~ duration, 12.0 Dead Vertical Loads: Class Live Dead Location Application Comment Type Uniform(plf) Snow(1.15) 240.0 136.0 0 To 7' Adds To ROOF LOAD FROM ABOV Un'rform(plf) Floor(1.00) 80.0 24.0 0 To 7' Adds To WALL LOAD SUPPORTS: input Bearing Vertical Reactions ttbs) Width Length LivelDeadlUplittlTotal __~ n-lAG 1 Stud wall 3.50" 2.15" 1 y15 123s_U ~ u ~ A: r -r.J 2 Timberstrand LSL Beam 3.50" Hanger 1995/850 ! 0 ! 2845 -See iLevel® Specifier's/Builder's Guide for detail(s): By Others -User specked custom detail for support: 2. DESIGN CONTROLS: ' Maximum Design Control Result Shear (Ibs) 2612 -1996 3830 Passed (52%) Moment (Ft-Lbs) 4272 4272 4510 passed (95°~6) Live Load Defl (in) 0.069 0.164 Passed (0999+) Total Load Defl (in) 0-098 0.327 Passed (0802) Detail Other By Others None Custom Detail Custom Accessory Location Rt. end Span 1 under Snow loading M1D Span 1 under Sn~ loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Criteria: STANDARD{LL:U480,TL:L240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed othervvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. licabilit of increase. -The allowable shear stress (Fv) has not been oints as ~ces and fingpeor joints s gnificantlty reduce mehmbeSperformaDnce and have not been considered. -Analysis assumes continuous member. Lap j PI• PROJECT INFORMATION: DAN SMITH MICHAEL GOSPODAREK REMODEL KITCHEN 440 HAZEL STREET OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone : (920) 235-3080 Fax :(920)235-3061 toss@noffkelumber.com Copyright ®2007 by iLevelm, Federal Way, WA. T imberStrand0 is a registered trademark of iLeveld. :': BEAM RUNNING FROM DINING ROOM WALL TO OUTSIDE WALL OF KITCHEN ~;~e,;~,`, 3 Pcs of 1 314" x 11 718" 1.9E Microllam® LVL TJ-Beam® 6.30 Serial Number. 7004109492 user, 6/18/20093:43:08PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTE ~I ~, ;~ ~ -~~' ~. Product Diagram ig Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Primary Load Group -Residential -Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: C mment Type Class Live Dead Locatron Applrcatron o ROM BEAM RUNNING FROM WINDOW TO BEAM Point(Ibs) Floor(1.00) 1992 850 5' - ' ' POINT LOAD F ROOF LOAD FROM SHED ROOF Uniform(ptt) Snow(1.15) 240.0 Adds To To 13 136.0 5 Uniform(plf) Floor(1.00) 80.0 24.0 0 To 13' Adds To WALL LOAD SUPPORTS: Input Bearing ~ Vertical Reactions (Ibs) Detail Other Width Length Live/DeadlUplittfTotal 9E Microllarr~ LVL 1 314" x i 1 7/8" 1 l 1 Stud wall 3.50" 1.75" . y 2680 / 1227 / 0 / 3907 Ai :Blocking 1 P 1 3/4" x 11 7/8" 1.9E Microllarn® LVL 1 Pl ki l 2 Stud wall 3.50" i .98" y ng oc 2965 / 1 455 / 0 1 4420 A1: B -See iLevel® Specifier's/Builder's Guide for detail(s): A1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) -4326 -3694 13622 Passed (27°,6) Rt. end Span 1 under Snow loading Moment (Ft-Lbs) 16515 16515 30788 Passed (54%) MID Span 1 under Snow loading Live Load Defl (in) 0.242 0.317 Passed {Ll629) MID Span 1 under Srww loading Total Load Defl (in) 0.356 0.633 Passed (U428) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LLU480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stabildy. ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software wil accomplished in accordance with iLevel® product design criteria and code accepted 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® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availabil'dy. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Spec~er's/Builder's Guide for muRiple ply connection. PROJECT INFORMATION: DAN SMITH MICHAEL GOSPODAREK REMODEL KITCHEN 440 HAZEL STREET OPERATOR INFORMATION: RUSS HINTZE NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone : (920) 235-3080 Fax : (920) 235-3061 russ~noffkelumber.com Copyright ®2007 by iLevel®, Federal Way, WA. MicrollamCa is a registered trademark of iLevel®.