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Home My WebLink AboutMETAL ROOF PLAN�rr^�t.e R�ysog 5. act ve, ' J T reasure Harvey E. Koehnen 7205 Elyse Circle t �, Coast Professional Engineer #32831 P 5 L Florida 34952-8212 r / B uilding Architect #AR0009471 PHONE(772) 466-5509 E ngineers, Certified General Contractor #CGCO24776 FAX(772)489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com MAY 12 2016 PERMITTING Contractor St. Lucie County, FL Owner g r TTLLS l,,5L kr4 P Wt • Date zA� 1obAddress `M03 S. PPP. Rx�/� �L METAL ROOFING rCD[�-LoC fro 63Zhr-u/�. i"S9�un/�Gi �i+�A+1 i�[Rs B NEW ROOF_ RE -ROOF 4 REPAIR_ AREA ,:315�+ P clue¢ _ oy S5 SCANNED METAL ROOF PLAN BY St. Lucie C unty Q' 3 O_ 3 ST. LUCIE COUNTY 2 ; 2 BUILDING DIVISION ;Q @:': REVIEWED 19 FOR COMPLIANCE REVIEWED BY Oi @ ;O@; O:0 DATE 0 a a PLANS AND PERMIT •r CN2 MUST BE KEPT ON JOB OR (•'i " i, 'Qz _ `2,,,, (24) - NO INSPECTION WILL BE MADE Y 2; Qz O (1972) C 3 Q 3 . a ` imi,ug oo'fsanrh6:�25_ % done 3 s$all be treated asZo2- j C ILA 01, 1 1 1 1 1 1 1 1 T I O / t� een v • exti r o g It pl d tN s Help, ac ro en 13 CN3 / �S�jlm 10t, 139 j — 1! v " r. t it ov dl' ea 2" Ion w®, pa ed " .c. t e ds eld to ruses ASCE 7-10 & FBC 2014 5th Edition ENCLOSED BLDG _SEMI ENCLOSED BLDG OPEN ` PART 2 LOW RISE C&C SIMPLIFIED 9/L2- V RISK CAT 2/V = I rli S/EXPOSURE-?—/)<= _�Kzt =1.0/h -1 �j -4/12 PITCH \ 1I ROOFSYSTEM'6A4tY 1-6Z (.4- WA rL_ 17$/o.f ZONE 1 P @ @ h=30 = X = PSF x 0.6=-4-4.+ ZONE 2P@ @ h=30 = X PSFx0.6= �''& a= 1y ZONE3P @ h=30 = X = PSFx0.6=-73•o MA ESIGNPRESSUREPERA-5'Z•SOlto-e•G- D KS- [PE W s 1 THICKNESS ! y �3z-' J"�+a'' ' BA SHEET �S•CLc.� O.OFPUES I FASTENERTYPE SPACING S�t-F PDFiVSL1,r44 PLYS NO.OF PLIES — FASTENERTYPE - SPACING TOP PLYPLIES - FASTENERTYPE — SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS INSULATION TOP LAYER TYPE ._ SIZE TYPE OF FASTENERS/ AL *Io K tt/t-�(�htJcfaKR }Ef U SGft� W5 DRIP EDGE SIZE 2 `7 DRIP MATERIAL FLASHING MATERIAL, 61g Z AEU M FASTENER SPACING FOR METAL ROOF PANELS: FIELD I(pr PERIMETER [) •• CORNER �• T reasure Harvey E. Koehnen 7205 Elyse Circle C oast Professional Engineer N32831 P S L Florida 34952-8212 Building Architect NAR0009 7 PHONE(772)466-5509 E nginee� 5e tin -tor NCGCO24776 FAX(772)489-3035 Inc. O `- �'� E-MAIL:hkoehnen@tcbeweb.com LOntraCLOr r-, %, b+ ,, vY, I wJ Owner O r-TTL0-S bsLA,?4 D 1N4 • Date 3 1obAddress 4903 T. DG1zkr,� i>I2, g��/� gLw METALROOFING GQ�-00C ,o •63Z�r �M."STsY�nZ�Gi �i+^1 �Et6Rs B NEW ROOF_ RE -ROOF tG REPAIR_ AREA ;0I SC7- P.", t&6a5 - ,g 50' - METAL ROOF PLAN STYLUCIE COUNTY BUILDING DIVISION to REVIEWED FOR COMPLIA C REVIEWED BY DATE O CN2 PLANS AND PEWMIT (24) MUST BE KEPT ON JOB OR NO INRPECTION WILL BE MADE TNF.£C PL •NS AND ALL PROPOSGD NIOp ARE SUBJECT TO ANY CORRCrvmjS 4 e REQUIRED BYFIE'LIJ IN5PECTORg THAT MAY BE NECESSA:Y IItl OI40 TO COMPLY W1 ,A1ALAPPLICA8LECOPES. 13 CN3 to 27 (t3o y 1 — WIMRI ON AVACHMES hispONIOUTY OF NE OO 0-- a a 3 : @ a L�oQfSa�itbB:c25a;� Zone 3 shall be treated asZdue:.2. ASCE 7-10 & FBC 20145th Edition ENCLOSED BLDG SEMI ENCLOSED BLDG •OPEN PART LOW RISE C&C SIMPLIFIED H/1z ail RISK CAT 2/V= (Go EXPOSURE q (h�� lF6P �?<=�Kzt =1.0/h � �/12 PITCH 1�1� ROOFSYSTEM V-04r LaZ !.y NDhFfL 17S10.1 ZONE IP@, @ h=30 = X = PS17x0.6=-•¢2"+ ZONE2P@ @ h=30 = X = PSFx0.6= ZONE 3P@ @ h=30 = X = PSFx0.6=-7',•0 MAX DESIGN PRESSURE PER NOA •- 5'Z•S Olto..o•G• DECKTYPIR vl Ws�`I- THICKNESS BASOESCHEEETa-rHERLt7711cKTtONiDD FPLIES I FASTENERTYPE SPACING 15r6L-F PDiMULLI`YA PLYSHEET NO. OF PLIES — FASTENERTYPE - SPACING TOP PLY NO.OF PLIES - FASTENER TYPE — SPACING INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS: SPACING FIELD PERIMETER � CORNERS^ INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/ Al-*10>ztt/L�(�hnlchK� i'l•6F`t> tr6 r-O* DRIP EDGE SIZE 2 `Z DRIP MATERIAL FLASHING MATERIAL, 00 Z A. V M FASTENER SPACING FOR METAL ROOF PANELS: FIELD I(O`. PERIMETER rI •' CORNER ! �• T reasure C oast B uilding E ngineers, Inc. Harvey E. Koehnen Professional Engineer #32831 Architect #AR0009471 Certified General Contractor #CGCO24776 These Tables Are For Roof Coverings . Roof coverings Installed on Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2 [2] or Figure 30.5-1 ASCE 7-10 COMPONENTS AND CLADDINGS WORST CASE DESIGN PRESSURE [PSF] 170 Exp B 170 Exp C 170 Exp C 170 Exp D 170 Exp D (30' HT) (One Story*) (Two Story*) (One Story*) (Two Story*) Roof>O to 7 degrees Zone 1 -31.5 -38.1 -44.1 -46.3 -52.3 7degrees=11/2/12 pitch Zone 2 -52.9 -64.0 -74.0 -77.7 -87.7 Zone 3 -79.5 -96.2 -111.3 -116.9 -132.0 >7 to 27 degrees E27degrees 28.8 34.9 40.4 42.4 47.9 Zone 1 = 6/12 pitch Zone 2 -50.2 -60.7 -70.2 -73.8 -83.3 Zone 3 -74.2 -89.8 -103.9 -123.2 0 Roof>27 to 45 degrees Zone 1 -31.5 -38.1 -44.1 -46.3 -52.3 45degrees = 12/12 pitch Zone 2 -36.8 -44.6 -51.6 -54.1 -61.1 Zone 3 -36.8 -44.6 -51.6 -54.1 -61.1 One Story* = one story building with a maximum mean roof height of 15 feet Two Story* = two story building with a maximum mean roof height of 30 feet If allowed by the Miami Date N.O.A. of Florida Product Approval, any system that does not meet the minimum components and cladding pressures for the area that the building is located per this form and may require a Florida lincensed engineer to revise the fastener spacing. FILE UOPY T C B Er Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB srrE httD://www.tcbeweb.corr