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HomeMy WebLinkAboutEngineering I T reasure iHarvey E.Koehnen 7205 Elyse Circle Coast Professional Engineer#32831 P 5 L Florida 34952-8212 Building Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com i Contractor 687 aY Owner 3tAI-TH Date 5/3;A, Job Address I -10'7 SPEN SP, METAL ROOFING (Mo11 &aiejLj;4 Wjlij4 NOTE: (q jtay/P fvl� * Remove existing roofing to plywood NEW ROOF RE-ROOF REPAIR AREA `00 1�0 Replacd rotten plywood with 19/32 CDX ` Re-nail.,entire roof with 8d ring shank nails METAL ROOF PLAN (6.113"d(em.full roundhead 2"long) Spaced 6"o.c.at ends&feld to trusses F— .,.s_ z za - ,,. 1 H41 d iv..a 57j , ASCE 7-10& FBC 2014 5th Edition ENCLOSED BLDG e SEMI ENCLOSED BLDG 0PE4U PART 2 LOW RISE C&C SIMPLIFIED 4 7 RISK CAT 2/V-_L(jzWEXPOSURE�_�A= I-a Kzt=1.0/h !� /12 PITCH `L " L' ° r , ROOF SYSTEM A WtceJ7A4g. -712- ZONE 1 P @ @ h=30 = X = PSF x 0.6 ZONE 2P@ @ h=30 = X = PSFx0.6= -4¢'I ,2 a,,=' �!'aD ;�a ; ZONE 3 P @ @ h=30 = X = PSF x 0.6=^G5, l ;a MAX DESIGN PRESSURE PER NOA rS2•�7 �`/'r`112 p WIvit 0A I,-. -r DECKTYPE 1CL11ODOD THICKNESS i /0V M&Q, = oOf-WA A""11_1; & ? BASE SHEET 100 if- NO.OF PLIES�_FASTENER TYPE SPACING �-r. PLY SHEET I NO.OF PLIES FASTENER TYPE SPACING ? �*Z' a'"'$1 L= ri`' � TOP PLY NO.OF PLIES - FASTENERTYPE SPACING INSULATION1 BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER _ i . CORNERS , INSULATION' TOP LAYER TYPE r. SIZE r- TYPE OF FASTENERS L 4416-12 phue Uhf DRIP EDGE SIZE_3K2 DRIP MATERIAL 1.0616, Gtr(. FLASHING MATERIAL I&AX A.,-I, FASTENER SPA CING FOR METAL ROOF PANELS: FIELD LP" PERIMETER—(Q" CORNER T reasure Harvey E. Koehnen C bast Professional Engineer#32831 B wi ilding Architect#AR0009471 I - E n , gineers, Certified General Contractor#CGCO24776 Inc. `These tables Are For Roof'Cove!rin-gs Roof coverings Installed on Buildings with a Mean Roof B,.elght of 3Q'or Leas Located In Exposures B, C or D Table 8301.2[2]-ip F,- Y((,sLu p-1-7_ 5-c A'5-_iff 7-1,:,, OMPONENTS AND CLAODING WORST CASE DESIGN PRESSURE[PSF]. i60Exp B 16QExp O 160Exp C 1BOExp D 160EXP D (One story (Two story*) (One story ) (Two storyl Roof>01,to 7 degrees Zone 1 -27.6 -33.4 -38.7 -4o.s 9 7degrees=11/2/12 pitch Zone 2 -46.4 -56.2 __65.0 -68.3 J77.1 Zone 3 -69.8 . -84.5 -97.7 -102.7 -116.9 Roof to 27 degrees *Zone 1 -253 -30.7 -35.5 --37.2 -42 L27 degrees=6/12 pitch Zone 2 -44,1 -63.4 -61.8 -64.9 -73.3 T Zone 3 -65A -78.8 -91.2 -95.7 -108 1 Rod,�27 to 45 degrees 7-one 1 -27.8 -33.7 -40,0 -40.1 46:2 45 degrees= 12/12 pitch Zone 2 -32.4 -39.3 -45A -47.7 -53.8 Zone 3 -132.4 -39.3 -45A -47.7 -53.8 .150 Exp B 150 Exp C 150 Exp C 150 Exp D 160 Exp D (one story*) (two story*) (one story*) (two story) Roof> to 7 degrees Zone 1 -24.3 -29,6 -34.1 -35.8 -40.4 7degreer;t,11/2112 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 74.3 -86.0 -90.3 -102,0 Roof to 27 degrees Zone 1 -22,2 26.9 -31.1 -32,7 -36.9 27 degrees=6/12 pitch Zone 2 -38.7 -48.9 -54.2 -56.9 -64.3 Zone 3 , -67,3 -69.4 -80-3 -84.3 -95.2 Root>27 to 45 d6grees; Zone 1 -24.3 L29.5 -34.1 -35.8 -40.4 45 degrees=12/12 pitch Zone 2 -28.4 -34A -39.8 -41.8 -47.2 Zone 8 -28.4 -34.4 -393 -41.8 -47.2 Ohe Story*=one story building with a rnaxlMurn mean roof height of 15 feet Imo story*=two story building with a maximum mean roof height of 30 feet -Ifallowed by the Miami Dade N.O.A or Florida Product Approval any system.that does.,not meet the rMT)MIMU components and cladding pressures for the area that the building is located per this for may require a Florida licensed engineer to revise the fastener spacing 7205 Elyse C!.r,e de PHONE (772)466-5509 W. I C B E,Inc. . Port Saint FAX (772)489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB srTE http://wim.tcbeweb.com