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<br /> ' `AAALI •�� 9
<br /> "STRUCTALL BUILDING SYSTEMS
<br /> ��+•�• DESIGN NOTES; MAXIMUM A4LIOW�ACCBLE'14, No EQ04s
<br /> EPS FOAM COf�E.R04F PANELS -.METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:•`
<br /> LE_ CALCULATED POR USE WITHTHL95Y5[EM ' �Fk a
<br /> HAVE BEEN CALCULATED IN ACCORDANCE ; L-I. „O,
<br /> WITH ASCII 1•1O AND THE FLORlOA BUILOINq AS NOTED Itt CLEAR 'p'•, s A c o
<br /> • •5c'EM{Ot OL4 Y WIT i THE RIAE9IGN SPAN TABLES
<br /> ` OUTLINED
<br /> HEREIN+ , ,'" jb
<br /> TOP&BOTTOM FACING}
<br /> • 1 0.024'ALUM/0.024^ALUM e_N'LoSEo STRURE CTU LOAbS w
<br /> 0.030"ALUM/ 0.030'ALUM 1. CALCULATIONS EASED ON ASCE 7.10,Volt-130 MPH•160 MPH.,
<br /> `''•.,� •. 26ga STEEL/26ga STEEL ENCLOSED 6TRUCTURE'COM➢ONENTS&CLOWDING,RISK CiTEGORY.Ib'Kd-O.SS,Kd-i.0,Kt-TABLE,
<br /> 30.3.1,*•36^MAX OVERHANG GCPI.+/-D,1S,1S`MEAN ROOF He n;t0
<br /> Illf
<br /> LeiAT FRO 25%OFSCREENED ENCiOSURE 10A0S!
<br /> (SES qbUSALONG SID WIDTH -2 WIND LOADS&CLADbNG(AS DAESCRI690 A TAKEN BOVVE)AND THE GAAXIMUM OVER'NTNILEN G LkAOS AS IU.Us ATED Eb IN fec:c=eABi8 20022AALONG SIDES,TYP, 'FOh VERTICAL LOADS ON SOLID ROOFS,.UPTO IS'MEAN ROOF HEIGHT]VUIk'A 330 MPH 1 180 MPH.' ' ..
<br /> '`'•„ '.+'r.-• 1 OVERHANGM'k OPEN SiRUCTU,gE LOAD91 w G ,
<br /> "• 3. CALCVATIONS BASHp ASCII 7.10,ROOF OVER OPEN STRUCTURE COMPONENTS&CLADDING,
<br /> ,. •.e �`:-. �"f�,�%•' OBSTRLUCTHO WIND fIAW,RMK CATEGORY-11,KdAO,65,Kzt-1.0,0-0.9S,15'MEAN ROOF HEIGHT,'
<br /> � �• )) Vulko 130 MPH-SBO MPHt � ,
<br /> B `LOAD,t;OMBNATIONS LrnUZED IN THIS MASTFA FLAN SHEETHAVE BEEN•OERIYEb PROH THE L
<br /> 4
<br /> ' ` •ALLWAsLe WIND SPEEDS LISTED HERE/ RE Vuit WICOMBINAND SPEONS E S�Vasd WIND ttoo SPPE ko
<br /> EE 5 HAY BE CALCULATED WITH
<br /> (SLOP PER I .. THE FOLLOWING CONVERSION Vult-Vasd x�0.6 VI
<br /> P,Sa.13�RLO f"" CALCULATIONS CONSIDER 9.46 ROOP•SLOPE•ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER 0I
<br /> ttbING 00 G PAIJe� OPTIONAL, 20 PSF AS DEFINED INFBC 6ECtION 1607, ya
<br /> CONNECTION AT f 'r �' GVTTEROR.• '.GENERAL NOTES: `�T{
<br /> HOST STRUCTURE ! DRIP CAP 2'�
<br /> I 1. THIS SPEpFlCAT30N HAS BEEN DESIGNED AND SHALL Be FAHRICATEO•N ACCORDANCE WITH THE:
<br /> PER'SEPARATE PANEL � REQUIREMENTS OF THE FU7AIDA BU1lDlNG CDbE Step�}{�EDITION jr2017))FOR USE WITHIN AND OUTSIDE :• �G Ti ,'£4G
<br /> ENGINEERING DE ''THE FNy21•COMPO51'T'E ROOFPANHIS SHALL COMPLY,W[TH PIER)5ECTYON,720,CHAFtER.B SECTION
<br /> 1, 803,CLASS A INTERIOR f!T{lSH,•AND CHAPIEA 25 SECTION 260 OFTHH FBG
<br /> CONTRACTOR SHALL tNYESRG��I1TE AND cONFohM TO ALL LbCAL BUILDING COOS AMWMENT3
<br /> ' CONNECTION AND WHICH MAY APPLY, DESIGN���77ggRtA BLYOIJO AS STATED HEREIN MAY REQUIRBADDITTONAL :I
<br /> HOST STRUCTURE I 'STYE-SPECthTC SEALED ENGtHEERING,
<br /> PER SEPARATE f 3. Na 33.113Na[ ASE IN ALLOWA6LE'STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSteMr
<br /> ENGINEERING' •4. DESIGN DRESS RE5 A3 NOTED HEREIN ARE 8A9E0 ON A MAXIMUM TESTED PRESSURE DIVIDED BY A
<br /> H THIS
<br /> § 2.0 FACTORR OP SAFE tttE, ,.•.
<br /> ?a BE
<br /> DESIGN N IS UBED SHALL 86NMPONSIBLq FOR THE IN 8�F ALLSUPPORRTTINNG ith SUURFA SCTO THIS,
<br /> $ DESIGN WHICH VAL40E COORDINATED By THE PERMITTING CONTR cro& • 'Q y,
<br /> ';.••• '� (, , S. SEPARATE LTA'PECIFIC'•SEALED'ENGNEERNGStU+L1;BE REQUIRED IN'ORDER TO DF TE F0.0M' u"J
<br /> SUPPORTING STRUCTURE PER �, LOADS DEFLECTIONS SPANS CONTAINED HER62N.^LINEAR INTERPOLATION OFTHB ALLO ABLE SPAN'• •�
<br /> SEPARATE ENGINEERING I i TABLESI LISTED HERET�L SHAtLtL NOT EE pERMTTTED.,CONTACTTNIS ENGINEER FOR ALTERNATE SPAN
<br /> +"r'~'" CALCULATIOppS AS MAY BE REQUIRED.
<br /> �.+�� 7. THE 6YSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
<br /> i T `LCATTITA nl TcO�'t=-r•ty Tl"" SITE, FOR,SITE CONDITIONS DIFFERENT,FROM•THB CONDITIONS DETAILED HEREIN ALICENSED ,
<br /> I�_1 CLEAR SPAN Y It E!kI C ,,ENGINEER OR REGISTERED ARCHITEt SHALL PREpAAH'STTE SPECIFIC DOCUMENTS MF U,SE,1N
<br /> 1 N,T.S, ISOMETRIC ,• 9 Dw EPS PANEL PPERFO {Ap 'CHAR'ACTEIUSTTCS FOR SELF IGNITION FLAME SPREAD AND SMOKE,
<br /> a6g DEN5T1.5`HAVE SEEN'QUALIFIEED THROUGH APPUGOLE 7,4T'14'TEST.STA�JDAR05.SEE'EYAU ATION RSPORT �u a C ,
<br /> FOR MORE INFORMATION, t �A
<br /> 9.: THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE iMPOSIN0 LOi Cg ON'RQOP,INCLUONpp a a Ja
<br /> @@ BUT NOT LIMITED•TO ANY CONCENTRATED,LOADS WHICH MAY 7USTIfV GREATERDESIGNCRTIEHlA;,TIWD
<br /> 6, ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED HY A'UaNSED ENGINEER OR
<br /> REGISTERED ARCHITECT,
<br /> SEAL ALI.)OIfi'TS 10: EPS CORN COMPOSITE PANELS SHALL BE CONSTRUCTED U5!G TYPE 3105-N254 AUIMNUFI FACINGS
<br /> W Oft AM A653,CS TYPE+B NOT DIP GALVANIZED 090 COATED�TpEELTACNGS.EXPANDED POLYSTYRENE
<br /> WITH CCNRNUOUS: 0.030'ALUMINUM, FOAM SHALL�igva ICAL DENSITY OF 1,0 PCF,THE Eps FOAM SHALL SE•ADHEAEO TO THE ALUMINUM' G
<br /> ,+ CAULIGNG 0.030"ALUMINUM PACING WITH MORdO M640 SERIES ADHESIVE(BY ROHM-AND HAAS•COMPtuN*PABPIURON SHALL BE IN
<br /> SL8 DENSITY EPS, R 26GA STEEL ACCORDANCE WITH"ROVEO`fA0 GTION METHODS BY MANUFACTURER tOR ALL PANELS.
<br /> CORE,FOAM SKINS 11. THE CONTRACTOR 75 RESPONSIBLE TO INSULATE ALL MEMBERS FROM D795IMILAp MATERIALS TO
<br /> r PREVENT H LTROLYSIS. ff
<br /> ' !':p'+It�,•'•; +i« ,;' '12i ENGNEE0.SEAL'AFpp�py HERB 7p VALt0A1ES STRUCNRAI DESIGN AS'SHOy.'N ONLY.'USE OF THIS - $
<br /> - , SPECIFICATION BY CONTRACT'OA,¢E ei.7MOEMNtFIES&SAVES HAAF{tESS 17U5 ENGINEER FOR ALL COST E
<br /> "��'"' &DAMAOBS 1NClL0ING LEDAL FEES&'ApPELI _FEES RESULTING fROH MATERW.FAERIUTION,, gg gg hhhiii 6
<br /> •.: ,y''.''. :.••L F: v.�; ( .'6YSTEM PAEL�TONe&Co.
<br /> PRACTICES BEypNo T11A7 WHICH I5 C4LLE0 FOR BY LOCAL:STATE,
<br /> . %'iya,i•;".'a.•'.'s. ,'•;1°; .T. i,� o &FEDERAL Co
<br /> DEVIATIONS OFI}j1S PUVi, r Z
<br /> .t•• ',;!, L3. EKCEFT AS EXpRE55lY PROVIDED yEREEIIN�NO A00IRONAL CERTIFICATIONS OR AMXMATLONS ARE @ ;
<br /> . �'30•.' .. 03'YRWLTBWq 14 ALT�'E'RAT10M5 AOpitI0H5 OR OTHER MAAKTNOS TO THt4 QOCUF,IENT ARE NOT PERMITTED AN,D,
<br /> INVAUDare rRIIB ct 15 2409a' .
<br /> CROSS SECRON AT gTIFICA.
<br /> TYPiCf1�PANEL INTEAL.00K i TABLE VALOE'DERIVATIONS:. , ... '
<br /> PANEL INTERLOCK PANELPAOPER_ PAmaDEa�N
<br /> PANEt'S�CTU'�ESt,RAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS NOS.TT-506027B,5060276,
<br /> .• DETAIL 235,E3iSX31ws2P7 ESPO123SIP-3A,ESP0123SIP4 ESPOI1P.,ES912SF-6E�125AEf01IP_, �
<br /> DETAIL ESPOI23S1P-8,.ESP0123SIP•9 HP01235IP9A BY ELEMENT ATERIALS TECHNOLOGY,
<br /> _ 2. PANEL'DEAD LUA05 HAVE 0094 FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT A9 WELL }h�
<br /> rr AS CALCULATIONS FOR PANELPROPERITF_S, G,
<br />
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