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645 Atlantic Blvd 2012 walk in cooler ( k riV DESIGN CRITERIA WIND LOAD r 1 REVISIONS BY (LOCATION: JACKSONVILLE, FLORIDA I. BASIC WIND SPEED 130 M.P.H.. DETAIL DESIGN CODE: 2010 EDITION OF THE FLORIDA BUILDING CODE. 2. WIND IMPORTANCE FACTOR 1.0 V I - 3. WIND EXPOSURE CATEGORY B SCALE: 3" I'-p' DESIGN LOADS: q. INTEIRNAL PRESSURE COEFFICIENT +.IB OR -.18 {k' r77 WOOF LOADING (cd=1 .25) 5. COMPONENT B CLADDING WIND LOADS L05/ 5OPT 1 . + (LIVE LOAD 20 psf HNOW AMP F%FOXIRE AVJLISTMENTCONTICIONT5 = 1.00 EFFVYVE WIND ANEA Et, 5q, GENERAL NOTES 0 20 50 T 100 ROOF 'X ' • �' t05 -25,9 10,0 -252 10.0 -24.4 100 -257 � Itll: PRODUCTSD BY MA TER ANGSAN 2 & 3 10.5 -435 10,0 -0588 10,0 329 . 10.0 ¢BJ 1 OR EQUAL EFFECTIVE PROPERTIES WPI-L 1 , I (LIGHT GUAGE CLIPS, PLATES, AND 51MILAR ACCESSORIES 4 259 -251 247 -269 23.2 -25,4 220 -24.2 yy � w ,ARE SIZE AND THICKNESS SHOWN IN THE DRAWINGS. gull 1 III Ilr (Fy=33 K51, MINIMUM, UNLESS OTHERWISE NOTED). 5 259 347 24.7 324 252 293 220 -269 "Iy " I FASTENERS SEALANT II w (OPTIONAL- NOT BY KISEALAN / "r 7�` �' Y ROOF Q7 EPoINJL 10 217 50 ION (INSTALL AFTER TEMP. PULL DOWN) / �l 1' (LIGHT GUAGE METAL TO LIGHT GUAGE METAL "3Y3 '569 -55.2 35.1 3/4' PHIL. PAN HEAD I 1 11 ' y`��/ � N F 5 GALVANIZED TEF ANGLE ON W/ CONTINUOUS) II i, 8- 8 TEKS BY TW BULDEX OR APPROVED EQUAL BUTYL SEALANT F iEN TO CONCRETE FOUNDATION W/ D.145P x I' r LT. 61,5 -483 -i�,8 EXIST. CONC 1 A.F. WITH H? WASHER 0 12' OL FASTEN TO E� LL (LIGHT GUAGE METAL TO CONCRETE SLAB To REMAIN I /PANEL w uea Irz• TEN e 12' p,c. a pj �i�i/ 0,1452X1 1/2" LONG X-DNI POWDER ACTUTED FASTENERS Nom; / �/� 13Y NILTI OR APPROVED EQUAL 1, VOP EFEEC9VEV&A$ DEMkEH 1H0FF 61 9N Al TNF DAG) 6F V1 lil a l fTHESE DRAWINGS ARE FOR PLACEMENT OF INSULATED NTERFGLATE7 DY th'F DFSGNER, OMERIMlk hE lON7 ASXJCAEED IMM ¢'�yF SEALANT MARRIAGE BEAD $ r(' U PANELS ONLY. ALL OTHER INFORMATION NOTED 15 FOR Tit LOIM1ER EFFFC9VF ALAE VE TO VERTICAL PANEL .Ipwr lr " Ir 1 . REFERENCE ONLY. 2, 5;E FIGURES FOR LOCA9GN OF ZONE5, o° y BUTYL 51EALANT (OPTIONAL) : 011FEU5 AMP MINUS SIGNS SIGNIFY FIT 55M AC 1%TOWAN7 AND AWAY 1�k, 1 "� WELDING OF LIGHT GUAGE STEEL 15 NOT PERMITTED (FROM THE PAIPING 5Lffl T �l p bJITHOUT PRIOR APPROVAL OF THE ENGINEER. DETA AIL l COOLER BASE T, I I, P l;'11 a 5 -011 SCALA I" _ p_p: 1 rl , '. aPLICING AND. OR CUTTING OF FRAMING SHALL NOT BE �H rl PERMITTED UNLE55 INDICATED IN THESE DRAWINGS. I J + I " 1 I CONNECTIONS - -°- - - - -L° r ' A 'I9 I , USE #8-18, 1 1/2" LONG, LOW PROFILE HEAD SCREWS FOR � d ' r � ALL METAL 70 METAL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS. _ L r SCREW PENETRATION THROUGH JOINED MATERIALS SHALL II I IiNOT BE LE55 THAN THREE EXPOSED THREADS. 011 O I © - A S/4"- (MM ) 'CI!T%RAl MUST-BE:PMANFAINED FROM ..:. . �� p1T (D r IN*. u.. THE STEEL MEMBERS IN 1 A M ALL EDGES OF STEEL LOCATING SCREWS, A 3/4" M(MIN.) ODI CENTER SPACING N IT , MUST BE MAINTAINED BETWEEN ADJACENT SCREWS. W N ° I ky 31 M 1 ALL SCREW RECOMMENDATIONS ARE BASED ON CCF55 ' TECHNICAL BULLETIN VOL, 21 NO I WHICH OUTLINES THE �uE PROPOSED AI51 SPECIFICATION PROV15IONS FOR SCREW IfCONNECTIONS AND ALLOWABLE SCRE/J SHEAR STRENGTH O' a VALUES PUBLISHED 0Y BUILDEX, COIIPA55 AND GRABBER. SUPPLEMENTARY NOTES IT ®11 �1 + Ali THE ARCHITECT SHALL NOT HAVE CONTROL OR BE kl �I j RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES. FOR THE 1 ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY 1-.) t .� OTHER PERSONS PERFORMING THE WORK, OR FOR THE 5{ FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN o I$I 1 ACCORDANCE WITH THE CONTRACT DOCUMENTS. �. . L. I CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, " I METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. ggg I CONTRACTOR HAS SOLE RESPONSIBILITY FOR DESIGN, 1 ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, AND TEMPORARY .SUPPORTS. O t ^ " 1 " I f I ! CONTRACTOR HAS SOLE RESPONSIBIL-TTY TO COMPLY WITH 1 ALL OSHA SAFETY REGULATIONS. f FIMCapy ' . I I I 1 T � �} 1 REVIEWED FOR CODE CO CIE CFIYOFATLANTIC A SEBPERMI'IS FORADIXTIONAL f J 1 ( I RH011NP.t•19N"IS AND CONDTTIONS DATE: Ret�WfiD�: DaT2: 05/29/2012 it SCALE: 1 AS SHOWN i r k FISH DRAWN: SHEET A. � til r •� I � I ', v 1 SIM I o� 1 11Ll � I of SHEETS t' IB "M1 II 11 / Ihif N t ,. - asrm^ri - . �..K„ae«.,,,..+. . _ „ . ., _ 1