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Home My WebLink About0108043-Building (garage) � CITY OF OSHKOSH No 108043 �p,NN OSHKOSH BUILDING PERMIT -APPLICATION AND RECO ON THE WATER ��U� Job Address 813 E NEW YORK AVE Owner PAUL S LAFONTAINE Date 05/12l2004 Designer Contractor OWNER Category 149-Raze detached garage,construct detached garage Plan Type � Building � Sign � Canopy � Fence J� Raze J! ` Zoning Class of Const: Size 24'x 24' Unfinished/Basement 0 Sq.Ft. Rooms 0 Height 0 Ft. � Projection Finished/Living 0 Sq.Ft. Bedrooms 0 Stories Canopies 0 Garage 0 Sq.Ft. Baths 0 Signs 0 Foundation � Poured Concrete � Floating Slab � Pier � Other � Concrete Block 0 Post � Treated Wood Occupancy Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required #Dweliing Units 0 #Structures 1 ------ -- -- - —__ _ , Use/Nature iSFR/Raze existing detached garage construc t new 24'x 24'detached garage and extend existing dnve to new garage as per site plan. of Work ��All loads must transfer properly. � I ; i , HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation ,800.00 Plan Approval $0.00 Permit Fee Paid $68.00 Park Dedication $0.00 Issued By: Date 05/12/2004 FinallO.P. 00l00/0000 �_Permit Voided Parcel Id# 1109630000 In the performance of this work I agree to perfo all work pursuant to rules goveming the described construction. While the Ciry os a no a th ity t nforce easement restrictions of which it is not a party,if you perform the work described i is permit ap tio i i ent,the City strongly urges the permit applicant to contact the easement holder(s) to ecu ne s a fore starting such activity. Signature `- Date ��' �� Agent/Owner Address 813 E NEW YORK AVE OSHKOSH WI 54901 - 3925 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 Inspecrion Services Division � P O Box 1130 � Oshkosh,WI 54903-1130 Phone:(920)236-5050 Fax:(920)236-5084 O..IHKO.lH Building Permit Application ON THE WATER If vou are a contractor DarticipatinQ in the Permit Fee Account Svstem and have adeguate funds check here if vou want this processed through your account n JOB ADDRESS �� N� �p�, OWNER �a�i� �-.A�r�+�s�c� CONTRACTOR I am the: �Owner OR ❑ Contractor USE CATEGORY �Single Family �Duplex ❑Multi-Family ❑Rental ❑Commercial ❑Industrial Work being done: ❑Addirion ❑Deck/Porch/Patio ❑Driveway/Parking ❑External Remodeling ❑Fence/Hedge/Kennel �Garage/LJtility Structure �AzE �E�,�;p ❑Handicap Ramp ❑Hot Tub/Spa ❑Intemal 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: �.,�LE t��s-ry.sb ��c�rx� C�,�� `+�v,�p 1Jt�� t ( 7 y �C Z.w �t��ac,t�c� ��,r-. J�✓ �e-r�e y�� cr��G `�wr' -Tv ht�(-y.� �'�t/.?�G� Any work not included in this application is not permitted. Value of the j ob $ C��J (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: (Please print) Signature: Date: a/oa Page 1 �OUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN�2002 .4 05/12/04 14 : OQ: 55 WARNING *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY ' *** WOOD-E DESIGN 2002 . 4 EXPIRES ON 12/31/2003. LP WILL MAKE AVAILABLE TO AI,L REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SUFTWARE IN THE CUNTINUIN(� EFFURT TU MAINTAIN CUMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. CUMPANY: JOB ID: STATE: NC CUDE: ICBO PRODUCT: 2-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . OE ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ----------- REACTTON MOMENT SHEAR LIVE LOAD TOTAL LO�D ---------------------------------------------—----------- ACTUAL 895 3470 770 0. 099 0. 159 ALLO��n'ABLE 20246 8035 0 . 394 0 .787 STRESS INDICES 0. 171 0. 096 L/1905 L/1192 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY I�tOT REFLECT THE ABSOLUTE M�1XIMtJNI ACTUALS . **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS . NUTES C:ONNECT I UN *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, SUCH TH�1T LOAD IS DISTRI$UTED EQUALLY TO EACH PLY. ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. STAGGER ROTnIS. I�AILS CAN BE DRIVEN FROM ONE �'ACE OR HALF FRUM EACH FACE. NAILS MAY BE C;UMMUN UR BUX NAILS : WITH A MIRIINIUM SHANK DIAMETER OF 0. 131" 1&d SII�IKERS (3-1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FRUM EAC;H FACE. *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEUMETRY SPAN 1 16. UUU' TOTAL SPAN: 16.Q0 FT DESIGN CRITERIA FOR COMBINATION ROOF AND FLOOR BEAM (UNFACTORED LOADS) Page 2 ' � LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE ALLOW�IBLE jPSF) (PSF) CARRIED CARgIED LOADING LL DEFLECT TL DEFLECT ----- ----- -------- -------- ------- ---------- ---------- FLOOR 40 15 1 . 000 ' 1 . 000 ' TOP L/480 L/240 R�OF 30 15 1 . 000 ' 1 . 000 ' TOP FLOOR SPAN CARRIED IS NOT CONTINUOUS. ROOF SPAN CARRIED IS NOT CONTINUOUS. LOAD PATTERNS (UNFACTORED LOADS) : ------------- , CASE SPAN SHAPE TYPE SOURCE Wl W2 Xl (FT} X"L (FT) ---- ---- ----- ---- ------ ------------ ------------ ------- ------- +ALL 1 UNIF DEAD FLOOR 26. 9 PLF U. UUU 16. U00 +ALL 1 UNIF DEAD ROOF 15 .Q PLF O.QQO 16.000 +1 1 UNIF LIVE FLOOR 40. 0 PLF U. UUU 16. UUU +1 1 LTI�IIF LIVE ROOF 3fl.Q PLF 0.OQQ 16.000 +2 1 UNIF LIVE FLOOR U. 0 PLF U. UUU 16. UU0 +2 1 UNIF LIVE ROOE' Q. 0 PLF O.flQO 16.OQ0 : + INDICATES LUAD IS BASED UN SPAN CARRIED AND INPUT LIVE UR DEAD LUAD PSF. SECTION FORCES CASE MOMENT (FT-LBS) SHEAR (LBSj LDF -------------- ---- --------------- ----------- ---- 1 347U 77U 1 . U0 2 1299 288 0. 90 UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTORS ----------------------------------------------------------------------------- REACTIUNS FUR TUTAI, LUADS CASE BRG#1 BRG#Z 1 895 895 2 335 335 REACTIUNS FUR DE�1D LOAD CASE BRG#1 BRG#2 1 3:�5 3:35 2 335 335 REACTIONS FUR LIVE LUAD CASE BRG#1 BRG#Z 1 56U 560 2 0 0 MINIMUM BEARING SIZES (IN) BRG# 1 BRG# 2 3. UU 3. UU Page 3 ' � LIVE LUAD DEFLECTIUN TUTAL LUAD DEFLECTION DEAD LUAD DEFLECTION CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG-TERM ---- ---- ----- ------ ----- ---- ------ ----- ----- ------------ ` 1 1 0. 099 0. 394 1905 0. 159 0. 787 1192 "Z 1 U. UUU 0. 394 U. U5y U. 787 31�3 0. 05y U. U�39 � **** FOR DEAD LOAD DEFLECTION DATA SEE LOAD CASE 2 **** **** TOTP�L LOAD DEFLECTION SHOWN IS II�ISTANTANEOUS . **** **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR C�INTILEVERS . STRESS INDICES CASE MSI VSI 1 U. 171 U. U96 2 0 .071 fl.040 SLENDERNESS RATIO = 3 . 39 LIMIT = 1U. 0 VERIFY YOLTR INPUT TO A�TOID DESIGN AND FABRICATION MISTAi�ES. YQU ARE SOLELY RESPUNSIBLE FUR ERRURS RESULTING FROM INCURRECT INPUT. THIS PRUGFZAM IS A DESIC�N TOOL ANL? SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LUADS ARE ACC;URATE IN MAGNITUDE AND LUCATIUN. IF YUU HAVE ANY QUESTIUNS UR tJNCERTAINTIES, PLEASE COI�ITACT LP. THIS CUMPONENT DESICiN IS SPE(:IFI(;ALLY FUR LP ENC?INEERED WUUD PRUDUCTS. IJSE OF THIS P�OGRAM TO DESIGN ANY`I'HING OTHER 'THAN GANG-LAM L�TL, OR LPI-JOISTS IS STRIC;TLY PRUHIBITED. 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This drawing is a compilation of records,data and information located in various city,county City of Oshkosh Wisconsin and s[ate offices and other sources affecting the area shown and it is to be used for reference Community Development O✓ ��O,f� purposes only. The City of Oshkosh is not re- sponsible for anyinaccuracies herein contained. on 7HE warea If discrepencies are found,please contact the �� City of Oshkosh. � = ZO creacea by-va 5-12-04