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HomeMy WebLinkAboutGN 0.1PLOTTED: March 15, 2018 / Prem Kumar / 2377-ALLISON II-CZ-BASE-COVR.DWG CZ 0.1Allison Cover SheetIndiana DivisionLot 671900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone OfficePLAN NAME SHEET PRODUCTION MANAGER DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN ID GARAGE HANDING REV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: (c) Copyright Pulte Home Corporation - 2018 Suzette Schuette09/30/2016 RIGHT Allison II 2377.300.00.CPM LOT 67 03/15/2018 PLOTTED: March 15, 2018 / Prem Kumar / 2377-ALLISON II-CZ-BASE-COVR.DWG CZ 0.1 .Allison II Clay Corner (Lot 67) BUILDING CODE:. FIRE CODE:. ELECTRICAL CODE:. ENERGY CODE:. PLUMBING CODE:. MECHANICAL CODE:. MUNICIPAL CODE:. APPLICABLE CODES SHEET INDEX . . . . . . . . . . Mulhern & Kulp Engineers 20 S. Maple Street Suite 150 Ambler, PA 19002 215.646.8001 www.mulhernkulp.com MUNICIPALITY ARCHITECT STRUCT. ENGINEER . . . . . . ZONING ORDINANCE:. USE GROUP:One & Two Family dwelling CONSTRUCTION CLASS:Unprotected Frame HEIGHT & AREA:. OTHER REQUIREMENTS:. MECH. ENGINEER BUILDING CODE ANALYSIS MIDWEST ZONE 1900 GOLF RD. - SUITE 300 - SCHAUMBURG, IL 60173 DESIGN LOADS and CRITERIA . . . . . . Sheet No.Sheet Description CZ 0.1 Zone Cover CZ 0.2 Zone Schedules and Abbreviations ARCHITECTURAL DRAWINGS A0 B-1.1 Basement Foundation Plan A1 4-1.1 First Floor Plan / 4" Walls A1 4-2.1 Second Floor Plan / 4" Walls A2 B.1 Building Sections 1 and 2 / Basement Foundation A2 B.2 Building Sections 3 and 4 / Basement Foundation A3-HR2M 3FB.1 Heartland 2M / 3 Car Front Entry / Front, Side and Rear Elevations, Roof Plan and Ventilation Schedule UTILITY DRAWINGS U0 B1.10 Basement Utility Plan / All Basement Walls U1 4-1.10 First Floor Utility Plan /4" Walls U1 4-1.11 First Floor Utility Plan / Lighting Package Options / 4" Walls U1 4-2.10 Second Floor Utility Plan / 4" Walls U1 4-2.11 Second Floor Utility Plan / Lighting Package Options /4" Walls LIVE LOADS: Sleeping\pxql,tr17;{\H0.92593x;LIVE LOADS:\P\pi-2,l3,q*,t3,r17;Sleeping\L \l30 PSF\PNon-Sleeping\L \l40 PSF\P\pi0,l0,tr17;EXT, DECKS & STAIRS\L \l40 PSF\PDEAD LOAD:\L \l10 PSF\P\ptz;GUARDRAIL &\PHANDRAIL:__________200 LB\P}{\H0.92593x;GUARD IN-FILL\PCOMPONENTS:______50 PSF\P\pxtr17;WIND SPEED:\L \lMPH\PROOF LIVE LOAD:\L \lPSF\PSNOW LOAD:\L \lPSF\PLATERAL LOAD:\L \lPCF\P\pql;OTHER: }30 PSF Non-Sleeping 40 PSF EXT, DECKS & STAIRS40 PSF DEAD LOAD:10 PSF GUARDRAIL & HANDRAIL:__________200 LB GUARD IN-FILL COMPONENTS:______50 PSF WIND SPEED:MPH ROOF LIVE LOAD:PSF SNOW LOAD:PSF LATERAL LOAD:PCF OTHER: 04/02/18 Adam Schriner