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<br /> EPS FOAM CORE ROOF PA�IELS - METAL SKIN DESIGN IVOTES ;''� :x2��� '�•;., I
<br /> , ALLOWABLE DESIGN P0.ESSURES UTIUZED IN
<br /> SEAL)O1NT wrtM THIS DOCUMENf HAVE BEEN UILCULATED PER �
<br /> � CoHTmUOUS THE RENG�REMENfS OF THE 1010 FLARIDA
<br /> uuuctNC oa TO WOOD G=0.55 OR BE7lER:3Y�LAG SLREWS WRH oE'&ASCE 7-10 USING ALLOWABLE
<br /> SEALINGTAPE OVfIONALFAN6EAM N.WASHERS, MIN.THREADPENEIMTIONTO Cu5TR0.IT�E0.fq��0UTLi EDHEREINW�TME _
<br /> � ......... �CoMAX.EDGE DIST.SPACED 2° • �TA
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<br /> �w ::r.. : :.....::.................� �y;..;.t�;. TO ALUMINUM(6063-T6 MIN.ALLAY):
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<br /> ' GENERAL NOTES �'� •°' �
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<br /> cy�� �: :.:� . ..: .'....:........... .. .... �'i"0 SAE GRADE 5 SMS Wi7H iS5°P3 MiN.WASHERS.SCREWS �i Z rj.�'•
<br /> tl Z PAfV EL IIVTERLOCK FDGE Dw1�A�NCE�A 1 PFROM ENDS WIiH T11E 1��M�N R QUIREMEpNTS OF 7HE N 1 FLORID BVILttD1NG COOE ' '>�,�g,W�n�
<br /> � N.T.S. VER7 SECTION • TO 0:045"MIN.THICK ALUMINUM:2"O.C.MAX FO0.USe W3iHIN 8 OUTSIDE OF7HE HVHZ.COMPOSrtE U1 �Q� V` � •
<br /> �, PROVIDE 1�/y°MIN. ROOF PM1El5 SHALL COMPLY WI7H CHAPTER 7 SECTION §m�W g i
<br /> �j SPACING BEf WEEN e TO 0.062'MIN.THICK ALUMINUM:2-3/4'O.C.Ml1X 719,CHAPTEx 8 SECTION 809 CIA55 A INiE0.10R FINISH, �
<br /> • TO 0.09D°MIN.TH1CK ALUMINUM:5'O.C.MA% AND OiA7IER 16 SECTION 2653 OF THE 2010 FBG �
<br /> � ANCHORS 1N EACH � K 9 �
<br /> TO WOOD:(2)�°p LAG SCREWS WI7N TO 0.125"MIN.THICK ALUMINUM:63/4"O.C.MAX CONiMCTOR SHALL 1NVESTIGA7E AND CONF00.M 70 ALL W W
<br /> 1 MIN.TliREAD PENETRATION TO PAiR,NP. �s p SAE GRADE 5 SMS WIT}I 1S�`(8 MIN.'WASHERS,SCREWS LOCAI BU(LDING QODE AMENDMEHTS WMICH MAY APDLY. r�+
<br /> E (STING WOOD HOST(G=0.55 OR SHACL BE 1'LONGE0.TNAN PANEL THICKPIE55 WIiH 1'/�'MiN. D E S I G N C R I T E R I A B E Y O N D A S S T A T E D M E R E I N M A Y V#j a�y � �
<br /> � EXISTING 0.024°0R0,030" REQUI0.EA�DI710NALSRESPECIFICSEALED q � b
<br /> BETfER),i:'MIN.EDGE�ISTANCE, EDGE DISTANCE,SPACED 1"fltOM ENDS W7iH 7HE o w"
<br /> HOSTSTRUCfURE ALUM OR 26ga ENGINEERiNG, �p W••
<br /> SPACED AT 6�O.C.NAX. FOLLOWING BALANLE: 2, 7HI5 SYSTEM IS NOT'APPHOVED FOR LMGE OR .1 O�
<br /> 1�� BY��.rP• STEEL TOV&BOTTOM . TO 0.045'MItd.THICK ALUMINUM:2-1/2°O.G MAX SHALL IMPACi RESISfANLE.WHEN USED WITHIN 1HE t
<br /> MIN. 4'MAX WID7H PER
<br /> � TO CONCRETE:(2)y'0 ITW CAR60N � pqNEl FACINGS • TO 0.062'MIN.TNICK ALUMINUM:3-1/2'O.C.MAX HVHZ,THiS SYSTBA SHALL BE LIMITED TO NON-HABITABLE
<br /> (NTERLOCKING PANEL 11VING AREAS.
<br /> S7EEL TAPCONS with 1�"MIN.EMBED. DEPTH 1�4°PER FOOT MIN SLOPE • 70 0.090'MiN.TiICK ALUMINUM:6-1/4°O.C.MAX
<br /> TO EXISTING 3192P51 NON-CRACKED � ) • TO 0.125°M1N.7H1CK ALUMINUM:8=1/2'O.C.MAX 3. N0�33-1l3%INCREASE IN ALLOWABLE STRE55 HAS'
<br /> � CONCRETE HOST 2Y,°MIN.EDGE 'j', 4�N THE ARCHI�TELT/ENGI EER OF R�EC�ORD FaR THE
<br /> DISTANCE,SPAC�D AT 12°O.C.MAX. �o �a o EPS CORE(1.0 Pf� OPT70NAL
<br /> � PRO]EGT SUPERSTRUCTURE WIiH WHIO1 THtS DFSIGN 15 i
<br /> eC-CHANNEL,MIN 0.045' ��TTER USED SHALL BE RESGONSIBLE FOR THE iNTEGRIN OF ALL
<br /> � ° �� �o� OR DRiP SUPPORTING SURFACE570�7HI5 UESIGN WHiQRSHA[L BE
<br /> STEEL 7APCOPLS WITH ly'MIN.EMBED. 5. SEPARATE'SRE-SVEUFlC SEALED � �
<br /> � TO EXISTING HOLLOW BLOCK 2)4'MIN. �/„ CLEAR SPAN(L)INSfDE TO INSIDE OVERNANG SHRLL BE NEQU[REO IN OHOER TO oEV(aTE FltOM LOAOS, ,
<br /> F EDGE DISTANCE,SPACED AT�°O.C, g8u9/is SAE GRADE 5 SMS AT 6° � DEFLECTIONS OR�SPANS CONTAINED HEREiN,LiNEAR j
<br /> d MA%. O.C.MIN.TOP&BOTTOM,IYP. '36"MAX O/N AT FRONT I ��-r aF INYERVOLA'f16N OF?HE AILOWA6LE SPAN 7ABLE5 LIS7ED � - � � j
<br /> � S ROOF PAIVE SPAN DETAIL ZS°�OFLASTPANEL HEREINSHALLNOTBE'7ERMITTED.COMAR7HI5 v
<br /> W1DTN AT SIDES(UP TO � B RIN A�PoR ALTERNATE SPAN G1LQ1LAT10N5 AS.MAV I
<br /> .12°MAX O/H AT SIDES) �Q
<br /> 1 N.T.S. VERTSECRON ���a4o��Of��fl1p0 pO55IBlE[MPOSAING�OADSONROOFF,�INCLUDINGBUi
<br /> MAXIMUM ALLOWABLE CLEAR SPAN TABLE NOTLIMITEDTOANYCONCEMRA7EDLOADSWMdiMAY �
<br /> ROOFS OVER SCREE WALLS AND PATIO COVERS: �mneaa��oa�mee�soto JUSTIFYGitEA7E0.DESIGNCFUTERIA.TFIISAODRIONAL � � � � �
<br /> � By�y�C�p�n�,Secycp]609 ROOF lAAO CRiTER1A SH11LL BE 70.0PERLV ANALY2ED DY A '
<br /> TFne1s PPanela e'PmW LICENSEDENGINEERORREGISTEREDARCHITER. �g � � i
<br /> 7. EPS CORE COMDOS[TE PANELS SHI1LL BE k
<br /> ; I Evpo-I LNe LoaE�0°��� O.OZC 0.070" j 28GA I O.U21'(y 0.02P O.Ra' 28pa 61eet 0,07T � O.IX1T I Tgpo CONSTRUGTED USING TYPE 3105•H254 ALUMINUM a�
<br /> Wnd 6peed`a�I yor Up�l I ��'^� Alum Skln A�m SMIn�6teel SkN�qp�Sp� AWm SkF� AMn 8th ekh AWm SAN Abm 6Mn I 61eel6Mti W� �H FApNGS 1.0 PCF EPS.THE EPS PoAH SHAl1 BE ADHERED �y� � � I
<br /> g I ��/,,) TO THE/�LUMINUM FAC[NGS WITM MOR-AD M-657 I I� � i
<br /> 118 EPS 1{B EPS I 7{B EP6 1.6LB EPS 11B EPS 1{B EPS 1{B EVS 1{B E75 7i0 E7S I 1-LB EPS Zi. /( MOISiURE CURE�URETHANE ADHESNE(BV ROHM fl MMS
<br /> � 11awH B � BPSF ' 120 16.77' 16A• . 1B'�' '-ta�e' 1a-71• 205 ]3'-D' 2Yd 23'-0" 4-0' / CoJ: FABRIGTIONSHALLBEINACCORDANCENRTH � I
<br /> � 110 WH C f0 PSF : 170 16'�S 7T-7' ' 1B'-0' � 16-70' 1T-11' 19d' 21'•7' 77-9' 73-0' � 2Sd L •APPROVED�ABRICAYION MEff10D5 BY METAL$USA BIDG
<br /> t 1f0ABH D 1 13PSF ' 7m 1�'•t• 16�' , 1T�' 1YA' 16�8' 7T-11• 20'f 21'-t' 27-T ' 7s�P L_M,-„�, PRODUGTSA77HEIRGROVELANDFACILI7YFORALL
<br /> S �2o AWH B 11 GSF tID 1�'.71' 1T-0' ; 1e'S 75'.T 1T-P 1e.7' 21'-1a' 7TS a3-0" YS-0' Lwl`UUtu "�1�F W PANELS IXCEVTTHE 3'/0.024'ALUM SKIN J 1.5-Ib F-0AM
<br /> y 17o NNH c 12 PSF 720 7�V• 1e'a• tT.T 11'-1a' f a-1o' ta-S 3tl-a' 2P�a` ]7�4' 7T�o" $IOII��FER PANt15.WMICH SNALL BE MANUPARURED BY METALS USA
<br /> ATTHEIR GROVELAND FACILlTY.
<br /> �' 130MVH D 15PSF ; 'tI0 1Ti' 15'd' e 16'S' 77•71' 16A' 17�P 19-5 tA-17 77'd 25�0" �,OOOII��•WOO�p�b�� B. ALLFASTENERSTOBE ABORGREATERSABGPADES '
<br /> 1saMaH 8 17PSF ; 120 11'•r fa�s' ' ITS � 7a'na 1B-e� tg•t' 2a�e' st'a' 27�• s7a� 97p1$rolmRod UNLESSNOTEDOiHERWISE..FASTENERSSHALLBE
<br /> � f70MPH C 1APSF i iso �r�s �sb• � �s•-0• i �a••r ie+T ira• iea� 2rc-r zi�a- �r�v plosid�33363 �fJ10M]UM-7LA7fDOROt}iE0.WfSFfARROSfON-RESISTnNT
<br /> ��S. MATERIAL AND SMALL COMPLV WITH'SOEtlFIfATIONS FOR
<br /> � /JOMVH I 0 17CSF ? tY0 •7' te-7' • 76'd' I 1J'-T' 1a11• 1e-1' � t7•T 7B'4P' 18-10' 71�6' �j-- Q -�362717---- - ALUMINUMSTRUtTURES'SEGfI0N5.P1BYTHEALUMINUM a��� i
<br /> 140MVH B � 11PSF ! t10 f5'.B• . iB-0' ta'-1' 1B-0' 1T-7' iB'.T 10'J YTJ' Z7d ASSOCIATION�ING.9ANYADPLKABLEFEDERAL�STA7E� I
<br /> 5 1lOMPH C I 17PSF 120 77-9' 1<'.9' �6'-9' ` 134' 15-1' 18'J' 1T.11' 18-1' 3lT-t' YY-B' AND/ORLOCAICODES. �
<br /> � uow�aH I 0 • IOPSF � 120 tf-tT fr-n' � u's � �r-s� i�a• �s�s• tas �r•�T ie'-n' 7v-t TABLE NOTES. 9. CONCRETEANCHORSNOTEDMEItEINSHALLBE q
<br /> 1wMa�+ B � 75PBF • 72o tr•z 15'�' 18'a� 13'•9' ts-T ta-1P 1a•tn taa� zo-a 2a'a� 'EMBEODED TO UN-CRAI(CED CONC0.ElE ONLY.INSTALLALL �¢d�� ' ����� �
<br /> 1. CALCULATIONS BASED ON 2010 FBC SECT[ON 2D02:4�SOLfD CONQiETE ANCHORS PER�MANIfFACNRE'S 6
<br /> � �w� � c i 1BPSF : 120 tra• far � u•-ir ir-e� ��••e' �sa tenr �ea• ea• xPa• SURFACEVERTICAI.LOADS,R15KCATEGORVI;SOPSF.MIN RELOMMeNOAnoNS. ����� �
<br /> � tsorevH D 73PSF : 120 ine' i3�• ; �s-r � �2=a ts-r i�•a i �s� ir-r ta,r ies LOAD.EXP'8'PRESSURES VALiD UP TO 30'MRM.EXP'C io. THE CoNTMCfOR IS RESPON5181E70 iN5UtA7EAlL �' s� �
<br /> 768 MPH e i n vsF � �m �z�e- i�'a• is�a � �ra� fsa^ �s'-r ir-e• te-�r �g•�r ar•r PRESSUIiES DERIVED USING FACTOR OF O.B6 B IXP'D' MEMBERS'FROM DISSIMILAN MA7EIiU1L5 TO PREVEM J
<br /> � 58 M%i c i 2t asf i tm �t'•tt' ta'-�o' i ta'�' i tz-s t4'4• isa tas tr-to- ie••tm x a• PRFSSUfIE DERNED USING FAC'TOR OF 0,89 PER 2010 FBC ELECiROlY515 I.E.ALUMINUM PER F.B.Q]003�8.4. ��� 9� �
<br /> 75BMVM o ! 76PSF i 7xo 11'•7 1S-tY ta'-0" t7'-e' 7av 1a'�s• u•s fes• tTa .tt'a TABLE 2002.4A.WIND PRESSURE VALUES FOR 156MPH E%P'C' 11. ENGINEEI25EAl.AFFIXED HERE TO VALiDATES � Y
<br /> �eoe.�n B 1BP8F �zo �r-�• ua• �s••r ir•ir ��•-e• fs-�m �nr fe•r ier 2n�v A'D'9165MPH EXP'C&'D'QBTAfNED US1NG STRUCiUML DESIGN AS SMOWN ONLY.USE OF TH3S o�
<br /> � SPECIFICATION BY COMRACTOR.eG eIJNDEMNIFIES� Qj
<br /> �ao c xxvsF i im ir•a +a•r ia•-�r �ra• ia-�r u-fr �s•�a v-r �e�� iv-�' INTERPOLATIbNPERASCE7-lOMETHODOLOG'!. SaVESHARMLE557HI5ENGINEEaFOrtnLLC057& ��¢ p�
<br /> �eo MrH D 28 PSF �2a �a•ir +r•� �ra� , ina ����a u••r +a'� is-�r ma �e•a• 2. DEFLEGTION LIMIT=LJ120,MAXIMUM ACLOWABLE ROOF DAMAGES IN�.UDING LEGAL FEES a APPELLHTE FEES 5
<br /> 1esu�H B 7eP5F i 710 �7-i 7�'•1' u'•e' ' 77-n' 1�'•s tB•7' 7sa 7e�' ta-r 1rs SLOPE SHALlBE 3°MAX PEii FOQT(3t12). 0.ESULTING FROM MA7ERIALFABRIG1T10N,SYS7EM ���E� , � �9
<br /> g ERECTION,d CONSTRULTION PR0.CTILES BEYONDTHAT g Y . !
<br /> 1B5 MPH C 23 PSF i �m fns � +r�a• is-r �nm �s-r ira� � �s�• �r-r �rs �ea 3. PANEL OEAD LOADS HAVE 6EHd FACf'ORED INTO wHICH�5 taLLFO FOrt BY LOad,STa7e�fl FeoErWl
<br /> 1B6 MPH C 38 PSF � 11D f0-a 178' 1YJ' ' 71'-T 17-8' 13'e' 13-11• 15S 16-e' 1TS' CALGIILATIONS FOR GIiAVITY LOADS AS WEIL A5 CODES&FROM DEVIATIONS OFTFflS PL1�N. �R��L16l0.AO�E
<br /> 17o t�naH B 20 v5F 110 11'-17 17-11' u's° 72A' u'•7 18u° � 18'd• 17-f2 1e'•11• ma CALCUUITIONS FOR'PANEL PROPERPES. 12: EBCEPT AS EkPRE55LY PROVIDED HEREIN,NO
<br /> t7oMVtf c savsF txo tt's I ta�•f• �a-r '�f=a' ta�• iaa• �•to•-tr ta-r tt'-E' tafi' 4. MAXIMUMALLOWABLE0.00FOVEItNANGSFORTFiEVALUES ADDITfONAL,CERTIFICATIONSORAFFIRMATIONSARE. 04-15�,�OOOS
<br /> INTENDED. �
<br /> LI D BOVE SHALL NOT,DfCEED 3'-0".MAXIMUM p�oeewrc x..s.
<br /> � i�ohwH D 7BPSF fm io-'r � �z•r �r•ir i fl'-t' �za �a•s , +r-r �5-t• isa �ta� STE A 13. �1LTEMTIONS,ADDRIONS,HIGHLIGHiING,OR
<br /> C JO PSF• BO tt'-r i tt'.t�• n•-e' ; tza' tzs tr�• �s�' u•-a ts-tr �a.tr ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH. pTM�µMARKiNGS TO THIS DOd1MEN7ARE NOT ��: I
<br /> no PH C JOPSF• 1xo 1o•c t1'-tP 11'$' • 1a•11' f2-a• 1sT I �aa' 7s•A � 16�I1` 7e-7t• I.e.12'MAXFOR46`PANELVJIDIH). PE0.M[T7EDANO[NVAUOA7E7HISCERTIFICA710N.
<br /> C aovsF• �eo s�-r � �a•r �ra• es iv-�m ira^ �ar 13'd ��s �s-e' S. �t)INDIGITES ROWS FOR USE WITFiINTHE NVF2 ONLY. Ia. anNEL STRUCNRAL PROPERTtes oERIVEO FltaM �
<br /> � i c aov&F• w 1T-7' t�'•tt' tt'•8' +ra� tx-s• �a��• ia'.s• w•a� tb'4i• ie•�t• DEFLECTIONLIMITSCON5IDEREDFORUSEINI}IEHVHZARE: CERTIFIEDTESTREDOR75(REPORTNOS,50332•A, i
<br /> 775 MPH C 30 PSF• 120 7VS I 11'-01' 11'-B" 10-01' iL1' 7 J' 15�' 16••B^ 75'-07' 10'-07' S.1. L�80 F�DIZ SPANS 512�•0° 50410•A�50410-0�50410-C�50410•D�SOd10-F,Stl410•F, �
<br /> C JOPBF' 180 s-r ia-r �rs i ss +v-�o- i+'a• +si- ir-a : �r�e �a-e� 5.2. U18U FOR SPANS>12'-0' SO410-G�50430-H.50430-I�BYTERRAPIN TESTIN6.ING.). �
<br /> � 0 31 FSF w �nr �r•�p n'a' I �z-r tz�• isa• frx tae� tr-�P iaa 6. (�)INDICATES MMiMUM'REQUIRED ROOF LIVE LOAD FOR USE '
<br /> 175 M7H D 31 PSF 1t0 1V-S 11'-1P 1Ta' 7P-7S 17�' ..7SJ' 1T-1' tYA' � 16-1P I 78.8' WCfHIN iHE HVHZ�
<br /> � 0 31P&F 1B0 9-1' 1VA` 11'•2" b'-0' 10-9' 11'•T 1S-T 1&T � 1f�' 16-� �
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