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HomeMy WebLinkAbout0100722-Building (sunroom)OSHKOSH ON THE WATER Job Address Designer Category Type CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD 1319 NATIONAL AVE Owner ALAN G CROSS Contractor JP GOHEEN CARPENTRY 111 - Single Family Addition · Building O Sign O Canopy O Fence O Raze No 0100722 Create Date 04/09/2003 Plan Zoning Unfinished/Basement Finished/Living Garage Foundation 0 Sq. Ft. 0 Sq. Ft. 0 Sq. Ft. · Poured Concrete O Floating Slab (~) Concrete Block (~ Post Occupancy Permit Park Dedication Class of Const: 8 Rooms 0 Bedrooms 0 Baths 0 O Pier O Treated Wood Flood Plain # Dwelling Units 0 Height Stories (~) Other 0 Ft. Size 16'x 19' [] Projection J Canopies 0 Signs 0 Height Permit # Structures of USe/Naturework SFR/ Constructing a sunroom on the rear 9f the home with full basement. All work shall comply with all building codes. HVAC Contractor MARX MECHANICAL LLC Electric Contractor UNKNOWN???? Fees: Valuation $22,500.00 Issued By: (~ Plumbing Contractor Plan Approval $0.00 Permit Fee Paid [] Permit Voided j $104.00 Park Dedication $0.00 Date 04/09/2003 Final/O.P. 00/00/0000 In the performance of this work ~~overning the described construction. Signature ~' ~ AgentJOwner Date Address PO BOX 3403 Oshkosh WI 54903 - 0000 Telephone Number 920-233-9703 ZONING/LAND USE COMPUANCE CHECKUST JOB LOCATION: PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: TYPE OF CONSTRUCTION: New Construction ZONING Addition (i.e. fence, pool, parking lot, sign, etc.) COMPLIANCE CHECKLIST DEFICIENT Alteration 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 conforming and when no change is proposed. ~ APPROVED Plan Commission Action Required DENIED Variance(s) Required REVIEWED BY: 63.9' 63.9' 63.9' DISCLAIMER Site Plan M ~,.~.,..,,,,,..,,.,~.~,,.~..~,o.~. 1319 National Ave. Thi~ drawing is a ~ompilafion of records, data ~a ~o~.o~ ~o~a ~ ~o~ ~t~, ~o~t~ Ci~ of Os~osh Wisconsin and ~tate offices and other ~ources affecting ~ ~ ~o~ ~ ~,~ ~o ~ ~ ~o~ ~n~ Co~i~ Development O HKO H purpose~ only. The City of O~hkosh b not re- . .............. spon~ible for any inaccuracies herein ~onta~ned. o~ m~ ~a~ If discrepeneies are found, please contact the City of Oshkosh. ~" = 20" Created by- VR 4-1-03 - Business Department of Commerce Credential Application Safety and Buildings Division 201 W. Washington Avenue P.O. Box 7082 Madison WI 53707-7082 Phone (608) 261-8.500 TDD #: (608) 264-8777 7:45 a.m. - 4:30 p.m. www. commerce.state.wi, us JOHN P GOHEEN JP GOHEEN CARPENTRY PO BOX 3403 OSHKOSH WI 54903-3403 THE CREDENTIAL WILL NOT BE PROCESSED UNLESS YOU: A. Sign and date this form; B. Submit a complete application with all blanks filled in or marked non-applicable; C. Attach the specified fee; and D. Attach documents if specified'~n this application. Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04( l)(m)]. portions of this'application. Clearly print corrections or new information where needed. Please use a color of ink other than black. Be` Certain to gign'and date the application. The contact person for a business credential mUSt be the owner of the businesS,-a partner applying on behalf of a partnership, or the chairman of the board or chief executive Officer alSplying on 'behalf of a corporati0m The business FEIN number or contact person social security number is mandatory information. M~akea Phot0c~py of the' Completed aPplication for your records. By signing below, the contact person swears that all information provided on this application ts true,, accurate and that the credential reqUirements'are m~f. N6iii~&."' infol-raatioh collected mav be used for participation surveys, eligibility for approvals, law enforcement (including child support and taxi delifii~dene~enforcement) purposes and other secondary purposes. The'DePartment may als6 provide this information to requesters pursuant to Wise6nsin's~op'en'rec0rds law~ ss. 19.31-19.39 Stats. Social security numbers are required when applying for a license according to Wisconsin Stats. But they may not be disclosed to anyone except other State of Wisconsin governmental a~encies. Contact Person's Signature Date (mo/day/yr) Contact Person's Title Federal Employer Idgntificafion N~mber (FEIN?: Business Name: JP GOItEEN CARPENTRY No. &'Street, or P.O. Box: PO BOX 3403 ~ ~ ~ ~ ....... - ....... -' ........ ' ..... City, Town or Village; State, Zip + 4 Code: OSHKOSH WI 54903-3403 Country, If Other. Than United states: Business Telephone No. (include' area code): 920) 233-9703 If Available, Business Fax No. (include area code): Contact Person's 'social security No: 389-30-6394 Contact Person's Name (First, Middle and Last): JOHN P GOHEEN ' Home Address No. & Street, or P.O. Box: PO BOX 3403 " City, Town 0r Village, State,'Zip + 4 Code: OSHKOSH WI 54903-3403 · Count~, If Other %an United States: ~~ ' . Home Telephone No. (include moa code): (920) 233-9703 If Available, Home F~ No. (include area code): ~ DWELLING CONTRACTOR FINANCIAL RESPONSIBILITY CERTIFICATION (Financial responsibility by a Certificate of Insurance for at least $250,000 or a bond of at least $25,000) Credential Fee (nonrefundable): $40.00 class code 7655 Make checks payable to: Safety and Buildings Division. Credential is effective for one year from date of issuance. Applications may be hand delivered to 201 W. Washington Ave; Fourth Floor, Madison, Wisconsin, between the. hours of 7:45 a.m. and 4:30 p.m., Monday through Friday. SBD-10149 (R. 08/96) Further Requirements On Reverse Side RequirementS of Dwelling Contractor Financial ResPonsibility Certification: ^ certified dwelling contractor must comply with l) liability insurance requirements specified in s. 101.654 (2), Stats~; 2) unemployment compensation requirements; and 3) worker's compensation requirements as outlined below. Liability Insurance Requirements: Worker's Compensation and liability insurance policies must provide that the policy may not be canceled by the person insured under the policy by the insurer or surety company except on 30 days written notice served on the department in person or by certified mail. The person insured under the policy shall file with the department proof of replacement insurance within the 30-day notice period and before the expiration of the policy. 'The department may suspend without prior notice or hearing the certificate of financial responsibility of a person who does not file satisfact0ry proof of replacement insurance or bond. COMPLY with either a) Liability Insurance OR b) Bond Requirements below if appliCable: Liability insurance: The business has in force a policy of general liability insurance issued by an insurer authorized to do business in Wisconsin insuring the business in the amount of at least $250,000 per occurrence because of bodily injury to or death of others or because of damage to the property of others. A COPY OF THE INSURANCE CERTIFICATE MUST BE ATTACHED TO THIS APPLICATION. DO NOT have your insurance company forward a copy directly to us. (However, we do require any future notice of cancellation of your insurance coverage must be mailed directly to us by your insurer.) Bond: If the business chooses to have in force a bond, endorsed by a surety company authorized to do business in Wisconsin, of at least $25,000, conditioned upon the business complyitig with ali applicable provisions of the one- and two-family dwelling code and any ordinance enacted ufider' si 101.654 (1)(a)~,vflt~ts., and as indemnity for ~ny ioss SUstained byany p~rS0n b~cafi~ Of a~y violatiOn by the business of that dwelling code or ordinance, the bond shall be executed in the name of the state for the benefit of any person who sustains a loss as described in the preceding sentence. If the applicant wishes to utilize a bond of less than $25,000, then you need to call the Credentialing Unit at 608~261-8500 and request a Dwelling Contractor Financial Responsibility Certification - Restricted application. ATTACH A COPY OF THE BOND. UnemplOyment Compensation Requirements: ~By signing this form, the applicant is attesting t~h~tt the business is. making contributions or paying taxes required as Wisconsin unemployment compensation contributions under ch. 108, Stats., or federal unemployment compensation taxes under 26 USC 3301 to 3311. If unsure whether unemployment compensation contributions/taxes are required for the business, call Unemployment Compensation Division @ (608) 261-6700. Worker's Compensation Requirements: By signing this l;orm the applicant is attesting that the bdsine~:'i~i~ r~qbii~ed tinder -" s. 102.28 (2), Stats., has in force a policy of worker's compensation insurance issued by an insurer authorized to do business in Wisconsin or is self-insured in accordance with s. 102.28 (2),Stats. If unsure whether worker's compensation· insurance or §elf insurance for worker's compensation is required for the business, call Worker's Compensation Division @ (608) 266-1340. Reason for Certification: Municipalities may not issue Uniform Dwelling Code (UDC) building permits, for construction and erosion control categories, to contractoi's which do not have a valid state financial responsibility certification or financial responsibility certification - restricted. Construction categories cover masonry, roofing, siding and insulation. Contractors taking out electrical, plumbing or HVAC permits are not required tO have a Dwelling Contractor Financial Responsibility Certification or Dwelling Contractor Financial Responsibility Certification - Restricted. Owners taking out building permits are not required to have a Dwelling Contractor Financial Responsibility Certification or Dwelling Contractor Financial Responsibility Certification - Restricted. This certification applies to all one- and two-family dwellings. Dwelling Contractor Financial' Responsibility Certification or Dwelling Contractor Financial Responsibility Certification - Restricted means that the contractor complies with the minimum requirements for worker's compensation, unemployment compensation and liabilityinsurance or bond. This certification does not address competency of the contractor. Comm 5.31 Note: Section. 101.654 (l)(b), Stats., exempts an owner ora dwelling who resides or will reside in the dwelling and who applies for a building permit to perform work on the dwelling from obtaining a dwelling contractor financial responsibility certification. Permit Number REScheck Compliance Certificate Wisconsin Uniform Dwelling Code REScheckSoftware Version 3.5 Release lb Data filename: C:~Program Files\CheckXREScheck\GOHEEN.RCK TITLE: SUNROOM Checked By/Date COUNTY: Winnebago HEATING TYPE: Non-Electric DATE: 04/09/03 DATE OF PLANS: 4/04/03 PROJECT INFORMATION: AL & PAM CROSS 231-9062 1319 NATIONAL AVE OSHKOSH WI 54901 COMPANY INFORMATION: JOHN GOHEEN UDC COMPLIANCE: Passes Code-Allowed UA = 101 Your Home UA = 95 5.9% Better Than Code (UA) Gross Area or Cavity Perimeter R-Value Cont. R-Value Glazing or Door U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 304 44.0 0.0 Skylight 1: Metal Frame:Double Pane with Low-E 8 Wall 1: Wood Frame, 16" o.c. 560 19.0 0.0 Window 1: Above-Grade:Wood Frame:Double Pane with Low-E 120 Door 1: Glass 56 Door 2: Solid 36 Basement Wall 1: Solid Concrete or Masonry 304 19.0 5.0 Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 90 AFUE 8 0.220 2 21 0.310 37 0.210 12 0.140 5 10 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Uniform Dwelling Code requirements in RES checkVersion 3.5 Release lb (formerly MECchecl~ and to comply with the mandatory requirements listed in the RES checklnspection Checklist. Builder/Designer Date Heating Equipment Sizing Summary General Information Outdoor Design Temperature: Conditioned Floor Area: Average Ceiling Height: Infiltration Rate: Equipment Oversizing Factor: Loads Summary Conductive Losses: Infiltration Losses: Oversizing Factor Losses: -15 304 8.0 0.50 15.0 8072 1860 1490 deg fi2 ft Normalized ACH % Btu/hr Btu/hr Btu/hr Total Building Heating Load: 11422 Btu/hr REScheck Inspection Checklist Wisconsin Uniform Dwelling Code REScheckSoftware Version 3.5 Release lb DATE: 04/09/03 TITLE: SUNROOM Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Tress, R-44.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' hr/8.0' bg/8.0' insul, R-19.0 cavity + R-5.0 continuous insulation Comments: Windows: 1. Window 1: Above-Grade:Wood Frame:Double Pane with Low-E, U-factor: 0.310 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Skylights: 1. Skylight 1: Metal Frame:Double Pane with Low-E, U-factor: 0.220 For skylights without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ ] Yes [ Con:anents: ] No Doors: 1. Door 1: Glass, U-factor: 0.210 Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-2. Comments: Door 2: Solid, U-factor: 0.140 Doors must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-2. Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate ak-fight assembly (COMM 22.32). [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ i [ ] Ventilation: Mechanical ventilation systems must be balanced. Passive intake air ducts providing makeup air for intermittent exhaust must be sized to provide a minimum of 40% of the total air that would be exhausted with all the intermittent exhaust ventilation in the dwelling operating simultaneously (COMM 23.02(3)(b)). Vapor Retarder: Required on the warm-in-winter side of all framed ceilings, walls, and floors (COMM 22.22). Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces must be insulated to a minimum of R-5 (COMM 22.17). Duct Construction: Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed (COMM 22.18). Temperature Controls: Thermostats are required for each separate HVAC System. A manual or automatic means to partially restrict or shut offthe heating and/or cOoling inPut to each zone or floor shall be provided (COMM 22.15). Humidity Control: A humidistat is required when humidifying or dehumidifying (COMM 22.16). Pipe Insulation: All heating pipes in unheated spaces and all cooling pipes in uncooled spaces must be insulated with a material providing a minimum thermal resistivity of R-4 (COMM 22.19). NOTES TO FIELD (Building Department Use Only) .- ,flPR-07-2003 ]10],1 02:48 PM A~ERHP, RT BUYERS F.q:X NO. 9204940388 :' L~OUISIANA-PACIFIC CORPORATION l WOOD-E DE $1GN~2002.6 04/07J03 09:41 WARNING *** THIS DESIGN ~S VALID FOR THE PROJECT NAI~,]ED B~:LOW (JOB ID) ONLY ~ WOOD-E DESIGN 2002.6 EXPIRES ON 12/31120~:13. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPD,~TED VERSION OF THE WOOD-E DESIGN SOFTWARE IN THE CONTINUING EFFORT T© MA!!,~ITAIN COMPLIANCE WITH CHANGING BUiLDiNG CODES, INDUSTRY PRACTiCEs CODE ~=-VALUA~-ION REPORTS AND/OR METHODS OF ANALYSIS. COMPANy: Amerharl LTD Green Bay JOB iD: Oshkosh t-br./Cross I -.~ 0 ~"~ STATE: Wi CODE: WISC *~)L~p PRODUCT: 2-PLY 1.750" X 9.500" GANG-LAM LVL 2ii50Fb 2.0E ~DESIGN CRITERIA FOR ROOF BEAM (UNFACTORE D LOADS) LIVE DEAD SPAN (L) SPAN (RI ALLOW/~BLE ALLOWABLE (PSF) ('PSF) CARRIED CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT 30 17 11.060' 0.000' 0.00 TOP L/240 L/-!80 SPAN CARRIED IS NOT CONTINUOUS. ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION ....... REACTION MOMENT SHEAR LIvE LOAD TOTAL LOAD ACTUAL 1751 5475 1504 0.197 0.320 ALLOWABLE 15275 7393 0.637 0.850 STRESS INDICES 0.358 0.203 L/776 LJ471!~ LOAD CASE 0 I I I I O2 "~' THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. "' FOR DEFLECTION, L IS DEFINED AS THE DESIGh' SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES CONNECTION *'* DESIGN ASSUMES COMPONENTs CARRIED ARE ,~,PPLiED TO TOP EDGE OF BEAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. '**A'i-I'ACH THE TWO PLIES WITH 2 RoWs OF 16d (3-I ,'2") NAILS AT 12' OC, STAGGER ROVVS. NAILS CAN 19E DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON C'R BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0~13!" 16d SI~IKERS (3.1/4") MAY BE USED, BUT HALF MUST BE DRIVEN FROM E,kCH FACE. ~ COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY F,q× NO; 92D4940388 P, 03 LOAD PATTERNS (UNFACTORED LOADS) CASE SPAN SHAPE TYPE SOURCE W1 ¥V2 X! (FT) X~ (FT) +ALL i UNiF DEAD ROOF 94.0PLF 0.0O0 !3.0~0 +ALL '1 UNIF WEIGHT BEAM 9.5 PLF (LO00 !3.0~ +1 I UNiF UVE ROOF 165.9 PLF 0.0(_~0 13.000 +2 i UNiF LIVE ROOF 0.0PLF O.OC~ !3,000 + INDiCATES LOAD IS BASED ON SPAN CARRIED ~,ND INPUT LIVE OR DEAD LOAD PSF, SECTION FORCES CASE MOMENT(FT-LBS) SH?ZAR(LBS) LDF I 5475 1504 1.15 2 2 i 04 578 0.9O UNFACTOREO ~UPPORT REACTIONS (LBS) USE THESE ~A/, -~-~o vvnc~ DESiGNiNG CONNECTORS REACTiONs FOR TOTAL LOADS ..... CASE BEGS1 BRG#2 ! 1751 1751 2 673 673 REACTIONS FOR DEAD LOAD CASE 8RG#1 BRG#2 673 673 673 673 REACTIONS FOR LIVE LOAD CASE BRC~I I~RC.~2 t !078 2 0 0 MiNiMUM BEARING SIZES (IN) 8RC~ 1 BRG#2 3.00 3.00 LiVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN ACTUAL ALLOW. [J?. ACTUAL ALLOW. L/? INSTANT LONG-TERM I I 0. i97 0.637 776 0.320 0.850 478 2 1 0.000 0.637 0.123 0.850 I243 0.123 0.!85 **" FOR DEAD LOAD DEFLECTION DATA SEE LOAD C~;~SE 2 ~' TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. P, PI~-07-200~ NON 02;49 P~l fiNE~R~T BUYERS FP~× NO, 9204940388 ,~' "~' FOR DEFLECTION. L IS DEFINED .~.S THE DE.~:tGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. STRESS INDICES CASE MSI V$! f 0.358 0,203 2 0.176 SLENDERNESS RATIO = 2.71 LIMIT = 10.0 VERIFY YOUR INPUT TO AVOID DESIGN AND FAERICATtON MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CAI:ti.E THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THiS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHiklG OTHER THAN GANG-LAM LVL, OR LPI-JOISTS IS STRICTLY PROHIBITED. ' .... LP IS A TRADEMARK OF LOUISIANA-PACiFiC CORPORATION O4 RPR-07-2003 PlOiq 02:49 P~i fiUERHfii~T BUYEt~S F~× NO. 0204940388 LQUISiANAq::~ACIFIC CORPORATION l WOOD-E DE'SIGN~2002.6 04/07/03 09:39:24 WARNING '~* THiS DESIGN 1S VALID FOR THE PROJECT NAI~/IED BELOW (JOB ID) ONLY **' WOOD-E DESIGN 2002.6 EXPIRES ON 12/3t/20~)3. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITHCHANGING ~UILD1NG CODES, INDUSTRY PP, ACTtCES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: Amerhert LTD Green Bay JOB ID: Oshkosh LbrJCross STATE: W1 CODE: WiSC PRODUCT: 2-PLY 11.875, LPi 20 PJ DESIGN CRITERIA FOR FLOOR JOIST (UNFACTOR ED LOADS) LIVE DEAD SAFE LOAD ALLOWABLIi~ ALLOWABLE (PSF) {'PSF) LOAD SPACING SHARING SHEATHtN(~i LL DEFLECT '11. DEFLECT 40 15 NO 18.0 7% GLUED&NAILED L/360 L/240 ALLOWABLE I WORKING STRESS DESIGN DATA DEFLECTION ........ REACTION MOMENT SHE. AR LIVE LOA[: TOTAL LOAD _..._ ACTUAL 1087 4386 106i &2~7 0,298 ALLOWABLE 2050 7289 2700 0.518 0.7;7 STRESS INDICES 0,530 0.602 0.393 Lf859 L/i~25 LOAD CASE 1 1 1 1 1 ~' THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS, ""' FOR DEFLECTION. L JS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES ~'*" DEFLECTION ASSUMES COMPOSITE ACTION W~TI-! GLUE. D AND NAILED 19/32" APA RATED SHEATHING (32/18 SPAN RATING}. CONNECTION '~* CONNECT DOUBLE LPI USING 2X6 + 5/8" OSB FILLf!!R FULL LENGTH OF JOIST. FOR JOISTS THAT ARE TOP LOADED ONLY, FILLERS NEED ONLY BE LOCATED AT EACH SUPPORT AND AT 8' ON CENTER MAX. FI[ LERS MUST BE AT LEAST 4' LONG TOP LOADS MUST BE APPLIED TO 8OTH I-,JOISTS. *** PROVIDE 4' LONG FILLERS AT ALL CONCENTRATF_~) LOADS. CENTER FILLER ON LOAD. *~' FAS~TEN FILLERS THROUGH LPI WEBS WITH 2 ROWS of Sd (2-1/2") NAILS AT 12" DC FROM BOTH SIDES. STAGGER ROWS ANt.) CLINCH WHERE POSSIBLE. *~ MAXIMUM SIDE-APPLIED LOADS FOR STANDARD DURATION; UNIFORM LOAD ~. 260 PLF, CONCENTRATED LOAD = 1000 LBS. LOADS CAN BE DOUBLED FOR NAILS AT 6" DC, TRIPLED FOR NAILS AT 4" DC, ETC., fiPR-07-2003 NON 02:49 PM .qI'IERHfiRT BUYERS F,q× NO. 9204940388 ;, AND MAY BE ADJUSTED FOR OTHLr:.R LOAD D JRATION$, *'~ FLOOR SHEATHING TO BE NAILED TO FLANf,:-~ES OF BOTH I-JOISTS. *" COMPRESSION EDGE BRACING REQUIRED ~'T 34" O.C. OR LESS, STRUCTURAL GEOMETRY SPAN 1 16,000' TOTAL SPAN: 16.00 FT O6 LOAD PAl-TERNS (UNFACTORED LOADS) CASE SPAN SHAPE TYpE SOURCE Wl t¥2 Xl (FT) X2 (FT) ALL 1 UNIF DEAD FLOOR 27.3PLF 2900 10.000 +ALL I UNIF DEAD FLOOR 20.0 PLF C,.O00 16.000 2 1 UNIF LIVE FLOOR 0.0 PLF 2.000 I0,000 +2 1 UNIF LIVE FLOOR 0.0PLF 0.00([, 16.000 I I UNIF LIVE FLOOR 72.7PLF 2.001:~ 10.000 +1 I UNIF LIVE FLOOR 53,3PLF 0.000 16.000 + INDICATES LOAD IS BASED ON SPACING AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT(F-T-LBS) SHEAR(LBS) LDF 1 4388 1061 1.00 2 1196 289 0.90 UNFACTORED SUPPORT REACTIONS (LBS) USE TF,E~SE VALUES WHEN DESIGNING CONNECTORS REACTIONS FOR TOTAL LOADS CASE BRC~I BRG#2 1 1087 887 2 296 242 REACTIONS FOR.DEAD LOAD CASE BRC~I BRG~2 I 296 242 2 296 242 REACTIONS FOR LIVE LOAD CASE BRG#1 BRG~2 I 790 645. 2 0 0 MAXIMUM UNFACTORED SUPPORT REACTIONS (PLF) USE THESE VALUES WHEN TRANSFERRING LOADS BRG#1:815 BRG#2:665 MINIMUM BEARING SIZES (IN) ,~PR-07-2003 NON 02:49 BRG# 1 BRC~¢ 2 3.5O 3.50 BUYERS FA× NO. 9204940388 P. O'7 LiVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPANACTUAL ALLOW. I J? ACTUAL ALLOW. L/? INSTANT LONG-TERM 1 1 0.217 0,515 869 0.298 0,777 632 2 I 0.000 0.5t8 0.081 0.777 2316 {3.08', 0.122 ~** FOR DEAD LOAD DEFLECTION DATA SEE LO/~D CASE 2 **** 1OTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS, "**" FOR DEFLECTION, L iS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. STRESS INDICES CASE MSI VSI 1 0.602 0.393 2 0.182 0.1i9 VERIFY YOUR INPUT TO AVOID DESIGN AND FABF',~ICATION MISTAKES, YOU ARE SOLELY RESPONSIBLE FOR ERRoRs RESULTING FROM IN(;ORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARl?. THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTFJER THAN GANG-LAM LVL, OR LPI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION fiPR-07-2003 ~Obl 02:50 PM fiI~[RHfiRT I~UY£R$ FRX NO, 9204940388 J-U, uI~IANA-PACIFIC CORPORATION / WOOD-E DI![SIGN~2002.6 04/07/03 09:39:06 WARNING ~'~ THIS DESIGN IS VALID FOR THE PROJECT N/~.MED BELOW (JOB iD} ONLY *" WOOD-E DESIGN 2002.6 EXPIRES ON 12,'*3112(],03. LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UP[~ATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANy: Amerhart lTD Green Bay JOB ID: Oshkosh Lbr.iCross STATE: WI. CODE: WISC PRODUCT: ;Z-PLY 9.500" LP120 O8 DESIGN CRITI::RIA FOR FLOOR JOIST (UNFACTOI:;:ED LOADS) LIVE DEAD SAFE LOAD ALLOWABLIE ALLOWABLE (PSF) (PSF) LOAD SPACING SHARING SHF-ATHIN(,~ LL DEFLECT TL DEFLECT 40 15 NO 16.0 7% GLUED&NAILED L/380 LJ240 ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD ACTUAL 1087 4386 106t 0.350 0-482 ALLOWABLE 1900 5564 2460 0.518 0,7i'7 STRESS INDICES 0.$72 0.788 0.431 L/532 L/387 LOAD CASE_ 1 I I I I **'" THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSI;)LUTE MAXIMUM ACTUAl_S. "'~'~ FOR DEFLECTION, L IS DEFINED AS 'rilE DESIG~,J SPAN LENGTH OR TWICE THE LENGTHFOR CANTILEVERS: NOTES *"* DEFLECTION ASSUMES COMPOSITE ACTION WIT~.~ GLUED AND NAILED ~9/32" APA RATED SHEATHING (32/18 SPAN RATING). CONNECTION ,~,,,,,,~r-~, ~ DOU~LF: LPI USING 2X6 + 5/8" 0SE) FILLER FULL LENGTH OF JOIST, FOR JOISTS THAT ARE TOP LOADED ONLY, FILLERS NEED ONLY BE LOCATED A, T EACH SUPPORTAND AT 8' ON CENTER MAX. FILLERS MUST BE AT LEAST LONG. TOP LOADS MUST BE APPLIED TO BOTH I-,JOISTS. *~' PROVIDE 4' LONG FILLERS AT ALL CONCENTRA'I'E~) LOADS, CENTER FILLER ON LOAD. '~* FASTEN FILLERS "FHROUGH LPi WEBS WITH 2 ROWS of Sd (2-1/2") NAILS AT 12" OC FROM BOTH SIDES. STAGGER ROWS AND CLINCH WHERE POSSIBLE. *~ MAXIMUM SIDE-APPLIED LOADS FOR STANDARD DiJRATION: UNIFORM LOAD = 260 PLF, CONCENTRATED LOAD =' 1000 LBS_ LOADS CAN BE DOUBLED FOR NAILS AT §" OC, TRIPLED FOR NAILS AT 4" OC, ETC,, fiPR-07-200S lION 02:S0 PlI fiPlERttfiRT BUYERS Ffi× lqO. 920494038~ ~u MAY ~E ADJUSTED FOR OTHER LOAD DU~TIONS. ~' ~ FLOOR SHEATHING TO BE NAILED TO F~(;ES OF BOTH i-JOISTS_ *'* COMPRESSION EDGE B~CING REQUIRED AT 27" O.C. OR LESS. STRUCTu~L GEOMETRY SPAN ~ 16.000' TOTAL SPAN: 16.~ FT O9 2 1 +2 I LOAD PATTERNS (UNFACTORED LOADS) CASE SPAN SHAPE TYPE SOURCE W1 ALL I UNIF DEAD FLOOR 27,3 PLF +ALL 1 UNIF DEAD FLOOR 20.0 PLF UNIF LIVE FLOOR 0.0 PLF UNIF LIVE FLOOR 0.0 PLF w2 xl (FT~ X2 20OO 10.000 0.000 16.000 REACTIONS FOR TOTAL LOADS CASE BRG~I BRG#2 I 1087 887 2 296 242 2.000 10.000 0.000 16.000 I I UNIF LIVE FLOOR 72.7PLF 2.00£., 10.000 +1 1 UNIF LIVE FLOOR 53.3PLF 0.00r:l 16.000 + INDICATES LOAD IS BASED ON SPACING AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT(FT-LBS) SHEAR(LBS) LDF 1 4386 1061 1.00 2 1196 289 0.90 UNFACTORED SUPPORT REACTIONS (LBS) USE TN ESE VALUES WHEN DESIGNING CONNECTORs REACTIONS FOR DEAD LOAD CASE BRG#1 BRG~2 1 296 242 2 296 242 REACTIONS FOR LIVE LOAD CASE BRC-~I BRG#2 ! 790 645 2 0 0 MAXIMUM UNFACTORED SUPPORT REACTIONS (PLF) i;JSE THESE VALUES WHEN TRANSFERRING LOADS BRG~I: 815 BRC_~2:665 MINIMUM BEARING SIZES (IN) NO, 9204940388 ]0 LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG_TERM 1 1 0.350 0,518 538 0.482 0,777 391 2 1 0.O00 0.518 0.131 0.777 1435 0.I31 0.197 **'" FOR DEAD LOAD DEFLECTION DATA SEE LOAD CASE 2 **** TO'rAL LOAD DEFLECTION SHOWN IS INSTAI~ 'I-ANEOUS. "-** FOR DEFLECTION, L IS DEFINED AS THE DES. GN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS, STRESS INDICES CASE MSI VSI I O,788 0.431 2 0.239 0.131 VERIFY YOUR INPUT TO AVOID DESIGN AND FABI:{ICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CAR!_-' THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOC/~.TION. IF YOU HAVE ANY QUESTIONS OR UNCERTAiNTiES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR I..P ENGINEERED WOOD PRODUCTS, USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, OR LPi-JOiSTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OF LOUISIANA-PACiFiC CORPORATION NOTE: ~-With proper detailing of building dimensions, material types, spans, sizes, spacing, F., nro~erties, etc., and strikeouts of non-applicable details,~ this i:ross section would pro~id~' 'iifi~'~c~eiatabl~ 'plawdrawlng. ' Wlth"the'local+m~pe, :tl?'authonty s" . permission;~ this drawing'may b'eideia,led by a des,gner package fo~ plan review.' (Fi}.. F'~b~ bending.!~tri~s of selec!~,d Alternatively, grade and sp6Cies~mformation may:be noted.)': · .'. ..... ,b. ? ~"'~ ' .. ROOF SLOPE:. ROOFING: UNDERL~YMENTi! DECKING~ ~ RAFTERS/TRUSSES: AIR CHUTES: EAVE PROT: VENTING: ,~g.. a. EXT. COVERING: <' EXT. SHEATHING: SILL PLATE: 20.09 FDTN. TYPE: FDTN. DRAIN TiLES~ BLEEDERS: FOOTING: · ~ q~ff-~ ~Q, .. - FLOOR COURSE