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<br /> COKTMUOUS ALLOWAB�E DESIGN PRESSURES llTJL2ED 1N
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<br /> $ SFJIL[NG TAPE �PIION�4fAN 6EAM '
<br /> C% TO WOOD G=0.55 OR 9ETTER:�•¢LqG SCREWS WIiH TM6����MENTS OF THE 2030 FLARIDA
<br /> 1 MIN,WASHERS�1 MIN.THREAD pPNETRA7(pry Tp B���NG CODE'A�ASCE 7-l0 USING ALLOWqBLE
<br /> � € ` DQSTiNGW00DiMEMBER' ��"+5DE51GNMETMOOOtAfiYWtiMTME �
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<br /> 2 PANEL INTERLOCK �+°B�E GItADE SSMS W[iH 1!f°0 MiN.wns►,e�s,sc�ws GENERAL NOTES
<br /> � SHACL BE 1'LONGER TW1fV'p/�ryE{"7ry�'p�ry�yy�1'ft"MIN. ��� •r
<br /> EDGE DISTANCE SPAC�1°FROM 9VD5 W1TH THE 1• TMlS SVEpFlCATlON MAS BEEN DESIGNED AND
<br /> � 1 �N.T.S. VERT SECilON FOLLOW]P1G 6AUlNCE; Sna��6E FaeruG7EO IN ncopqpANC�Wtin 7ryE �'�� 'X�,�
<br /> PROVIDE lYt°MTN. . T.O 0.045"MIN.7HICK A�UMINUM:2''O.C.MA)C FOR USE�WiT�FIIN&Ol i57D1E O�F7�HE�AHyHZ��W�(.Gipp$Dj7F rn ���
<br /> � SPACING BETWEEh .• TO 0.062°MIN.THICK-ALUMINUM:�2-3/4'O.C.MAX ROOP VNVE45 SMALL cDMPLY WI7H cHpPiEp 7 S[t�tOn u4 Q m Z�.S Q6
<br /> TO WOOD:,(Z��y�"��qG SCREWS WITN ANGIORS 1N EACN • TO 0.090"M1N.TF{ICK ALUMIryUMC 3'O.G MIVC �39�MAPTE0.8 SECftON�803 QASS q INfERl00.FWISH, Z X �9�u! �
<br /> ss 1 MIN.THREAD PENEfRq7ION TO • PAIR,TYp, TO 0.125"MW.�TNICK AWMINUN7 6-3/4•O.C.hIAX �a�ER 26 SEL710N 26d3 OF THE 7010 FBC. „� N � '
<br /> � E STINC'WOOD HOST(G=0.55 OR '�6�SAE GRADE S SNLS W(i}t roNT��R SNAt.L 1NVESfiGI�7E pryp CONFpRM'TO ALL W W �
<br /> BETTER)��'MIN.EDGE DISTANLE� FXISTING 1Sf'�MIN:WASHERS�SCREWS LOq1L BUILD[N6 CODE AMENDMENTS�WHICH Mqyqpp�y,
<br /> SPACED AT�6"O.C.MAX, HOST STRUL7�p� 0.024°OR.0.030° SHALL BE 1'IONGHiTW�1 PqNELTHICKryES�W� DES�Gn OtITEntp eEVpnD A 5 s i q�D H E n E�N h f n Y y3j� � �
<br /> E D G E D I S T A N�E'S PACED 1°FROM ENDS WIiH�ryE �•�� REQUIRE ADDIniIONqL SIiESeECIFIC SEnIED �
<br /> 1}4° BY p�p{�,T•P. ALUM OR 26ga }bLLpyVING&1+LANCE: ENGMEERING. p W� �
<br /> TO CONaiETE;(2)�•ID ITW CARBON MIN. 4'MAX WID7H pER �E��p���M • TO 0.045'MIN.7tuCK ALUMINUM:2-1r2°O.C.MpX 2• n.11S SYSTEM IS N07�pppROVEO FOR uWGE OR ,�y p f�
<br /> � STEEL TAPCONS wIN 1�•MiN.EMBED. �� PAN� Z�iERLOCI(iNG PANEL FAC�� • TO'0.062'MIN.7HICK ALUMINUM:3-1/Y O.0 MAX �LL 1MVACi RES[STqN�,WHEN USED Wl7H1N THe '
<br /> � TO D(LSTWG 3192PSI NOf�-CRq�1(ED o DE� 1 4� MVMZ�THIS SYS�H�SHALL BE LiMR'ED TO NON-NABITABLE �
<br /> CONCR�E HOST�-M1N.EDGE e o I/ PER FOOT MIN'SLOP� •�T�0.090'MIN.lHICK ALUMINUM:�"1/4•O.0 MpX livlPM apE�s.
<br /> D1STpNCE SPAC�C AT 12°O,C:MAX, o 0 0 0 • 7U 0.125'MIN.7HIdC'AUIMINUM;fl•1 P O.C.MpX 3. N0.33d/3"%INCREASF Iry p�t,p�ypg�y7qESg�e
<br /> � EPS fORE(q.0 PCF3 BEEN USED IN�f{E DESIGN.OPTMIS SYyTEM.
<br /> OPTIONAL A. TME NtCH17ECf/ENGINEER OF RECORD Fp0.TME
<br /> NOLLOW BLOCK:(2)�°�17W GiµgpN C-CHIWNEL,MIN 0.045 PRO]ECT SUPERSTpUCTUqE W1TH WHICH 7HIS�DE5IGN IS
<br /> TE L APCONS WITH 1�'MIN.EMBED. 7XICK(6063-T6 A�UM) ���� pR p Ip USED SHALL BE RE5POry51BLE FOR TME IMEGRR,Y OF'ALL
<br /> y TU E%15�ING HOLLOW BLOCK 2�"MIN. �, SUVPORiING SURFq(�S TO 7HIS DESIGN WHIOISHALL BE �
<br /> '�F EDGE DISTANCE;SPACED AT�°O.C,. 9 CLEAR SPAN�(L)1NSIpE TO INSIDE ,� �P COORDINATED BY THE,VERMITTING CONTqqL701t �� I
<br /> OVERWWG • 5. SEPARATE'SITE-SPEQFICSEALEOENGINEERING Q
<br /> MAX, �MBK/!s SAE GRqDE 5 Sf�LS AT 6° SHALL BE REQU[RED IN ORDER TO UEVIA7E FµOM LOADS �y
<br /> O.C.MIN.lOP 8�BOT7tpM,7YP, 36"MAX 0/N qT FROIVT& DEFLECTIONS OR SPAN$CpNTAINED HERE�N�.LINEpR ' y !
<br /> 25Sfi OF L0.ST PANEL iNTERppUTISN OF TME ALLOWABIE SPqN TABLES USTED � a� � �
<br /> 1 ROOF PANE SPAfV.DETAIL w��t+aTSmes�urTO HEREINSFIALLNOTBEpERMITfEp,ppNTq(,77ry�5 eg� � '
<br /> ENGINEER FOR ALtERNATE SPAN CJ1LQ1lATIONS AS-MAY
<br /> 1 N.T.S. 12"MA7('O/H ATSIDES) ge u�p.
<br /> OR SHALL CJIREFULLY CONSIDFR � '
<br /> ROOFS OVER SCREEN WALLS_AND PATIO COVERS: FOSSIBIE IMPOSING LOA05 ON ROOF INCU1pIryG g�JY �.�t ;
<br /> NOT L[MITED TO ANY CONCEMRATED LOADS WHI61 MAV y�
<br /> � E� �� �� .91„'q +'�b .�P� ]USTIfYGItEATERDE5IGN�GUTEq1A.THISAUDlT10NpL � � �
<br /> ROOF LOAD CRITERIq SMALL"BE PROPERLY�ANALYZED BYA �
<br /> 0026` O.Wp 28pA D.�A•(�) 0.02P ppyp UCENSED ENGINEER OR HEGISTERED AIt()1ftER.
<br /> d�0� uue Nat Uplll � Alan Sqn AWm SkYI'Sletl 9kh Alm BFYi ANm 6Yl� AYmI 8t1� �BYH�AYim 9tN A�m 61N 61n1 SIOi 7. EPS CORE COMPOSI7E PANELS SMALL BE � �� �
<br /> � N"'� CANSTRURED USlNG 7YPE 3105-M254 ALUMINUM '
<br /> 118FP9 1{BEPB 11H2PS f.BiBEp9 1�LBEP9 1{BEP9 1-LBEPS 1{BEPS ULBEPS 1d8EP3 FACINGS.I.OPCFEP$.7ryEEP5FOAMSMAILBEAOHERED Q
<br /> � 110 W B i 9P9F . 120 6'-17• t�B' 1BF 1B'�e• IB�1P 2V 73'.p� �y'� 2gp. �y'-0, TO THE ALUMINUM FACINGS WI7N MOR-AD M-652 t �d � � I
<br /> iiar,vH c 1oa6F �so 16'-T 1T-T teb� �C.17 1T.tt• t MOISTURE"CUREURETMqNEAW1E5ryE(B Y R O I i M fl H A q S 'I II� �
<br /> � � 110 FpH' D �19 P$F 1 1P-P t@i' ; 1T�• u'd 1B'-B° 1T.7P � �� ��� -�� Co.).FABRICAT[ON3f1N1 BE IN ACCOADANCE WI7'M �
<br /> 1201.PH B H PSF 110 �ts'.7P� 17V' i6'8' 79. 1 2?+T 29'.p APPROVED FABRICpT10N MEIMODS BY METqLS USq BIDG S
<br /> �120WH C i tYP3F tP0 f/'y3' 1yb' T 1T-v' tV-t` 21s10`. 72d" 29�.p 2��• PROWCTSAT7HEIRGROVELANDFACIL[TYFORALL � �
<br /> ` 1'M1T t�'.17 �16NT 1B�P 1V-g� pt�` M�8" YSfi' P��.IXCEP�THE 3,'/0.02�°ALUM SKIN/1S•ID FOqM
<br /> y" 130MVH D 16PSF. '120 �1• 1SS 6 18S' 19'.7P f6B 1T�Q' 19-1: 1P-17 31W 77d PANELS WHICHSHqLLBEMANUFAC7UREDBYME7ALSU5A
<br /> 9_ t90G1PM B 17PSF 170 iP.Y 1SS I 1T8' 1f.fP 7C�" 1C.P ATT}iElQGROVEUWDFACIUTY. i
<br /> S 1� C 11 P&F I 120 178• 78�0' t6'd' ta'.• �� �f s u'�• �a & ALL FaSTENER9 TO BE d8 OR GREATER SqE GRADE�S j
<br /> �'� 1 1611T �1T.T /9!` 70',x� 7TS' yS.p UNLESS NOTED OTHERWISE.FASTENEy SMNLL BE
<br /> 1�� �D 7PSP 120 �r.r �t�•.7+ 16'�0• tb-7 1t�11• 1R•T tT-T G1DMIUM-pLqTE00ROTHERWISECORROSfON•RESISTqNT �
<br /> �ao� B t�P9F 1P0 17�' 16�8' iB'�e• 7t�t• 1B� 1T..T 1u`.T 2p.T . 2�1•.t� y�p• MATERIAL AND SMALL COMPLY WITH'SpEUFICA7tON5 FOR a��� I
<br /> �5 tMMPM C 77 PSF 1Y0 17�" th4' 7 16'9' 734• 16'-0• 1B$ 17-0t' "1V4• lp`.P 7p.Q ALUMINUM STRUCRIRES"SECTION 5.2.1 BY THE AWMINUM �
<br /> ,�"�, � '�`� ,�° „"'' ,�'„• ' „�' ,r-� ,��' ,si• 7e ,*,_. ,�-„• .,p TABLE NOTES. ASSOCUITION INC BANYMPLICABIEFEDERAL�5TA7E�
<br /> � 7�a�M B, 16P&F 110 17-T 1S'S f 1B'.T � 1Y-e" 15.T 16-10` iR.1P. 1Vd` ppy� 3a�p. AND/0R'LOCqLCpDES. �
<br /> ���+ '1u v F 12o tr.r u�,y� ��-�r iz�e• u,$• �sa. 1e.1• L GLCULATIONS BASED ON 401Q FBC SECTION 2002.q,SOLID 9' CONCRETE ANCHOqS NO7eD MEae1N SrinLL BE ��d�� j "
<br /> .y 7�PSF : 120 17te` 19.P 1S-T 17-P f�- 1B{•.. 1V-{: Y1' SURFACE VFAT(Cpl;LOADS.R15K CA EMBEDDED Tp UN-GqIIKCED OONCREiE ONLY.INSTALLqty
<br /> $ 1� , D T' 7{�6' 76/' 174f• CONCRETE ANCNOPS PER M/�NUFACNRP.B 6:��
<br /> � 1�� B I 17 PSF 130 Yd' 1�'�' -16'F 17.T 154` 18'S 1T.ff� 1E�1!' tY'-7 7y T T�RY 1�10 PSP MIry RECpMMENDATI0N5. ����r ' �p� �
<br /> LOAD.EXP.'B'.VRE$5URE5.'VACID UF 7p 9Q'MR1{:p(p'C' 10. THE CON�ppC7'pR IS pESPONS18lE Tp INSUIqTE qL� m yT �
<br /> �se Mvfi c �2� �m /1•-11` 19'.1P u4• �z-s. ia�, i,y� .��s �n�P �e�_�a, z.• PRESSURES;DERIVED USING FACfOR OF O.B6&,EXp'D' MEMBERS'FROM DISSIMIUR MqTER1pl5 7p ppEyEryT � ■� � i
<br /> � ��� o �s� �10 �r-z .iz.�r ia�o• fr� tau��. .�� • u ea•. t .��� PRESSUREDERNEDUSINGFACTOROF`0,89PEµ.Zp10FBC E��O�Y515 6E.ALUMINUM'PERF.e.C.2oo3.8.4. �� tl i
<br /> 1EOA4M B tOPBF 1Y0 77-P 14L• 15-T 17.1f•' 11�E' 1S-0P 17,4' 1C-T .� 1'-tp. TAg�2002.9A.WINDPRE$S�)(tEVALUE$FQR156MPHEIW''C' 1L ENGINEE�iSEpLAFFIXEDME0.ETQVALIDATE$ ��� � �� I
<br /> �eo evw C a2 vsF ixu �p.v� � .r is�qr r s-�r ��.�r� iy., a'D'�&I65MPH'FJ(P'C'&'D°OBTAINED USING STR���DES16N AS SMOWN ONLK USE OF TMIS
<br /> t� D� 20PSF 170 IR.fY 11'-0'. 17d' N-0` iS�O' 71'.1^ 1/'�6< 16•T tp� �-1• I���TIONPEIR�AS��7-1�M�1{OD�L,�: .SPE�F1G1TfONBYCONi1N eLeI.1NDEMNIF7ESBu g � �
<br /> 1��M B 18PSF 120� - f7.? 11'1' 1P.9" 1Y�" 1{'.S �1B.T 1m-0+ /N' 1Pa 1�'� 2. DEF,LECfI0NL1MIioU120:MAXIMUMALLOWpBI,ER00F DAMAGC37Np.Up[NC�LEG/LLFEESSAPPEl1A�FEES
<br /> LL 18S C T 31'J' � ��" � �
<br /> vsR tm tr$• �s� �s.r ra �s�-r u�a� � �a.a• �r.�, SLOPE SHALL BE 3''M1A)t�PER FOOTY3:12). RESULTING FltoM btA7eR[AL FaatuUnPN,srsreM �'
<br /> iasMPM C sepsF �.12o tv-v tx�4� fx�• I 7T-T 17s� qyie� te-r fa� 3. PANELDEADLOADSHAVEBEENFACfOREpiNTO EREC7iON,dCONS7RUCTIONaRqC7ICE5BEY0NnTHqT '�� �� , �����
<br /> flo MvH .B so v5F 18-tt 1sb' t6'�' tra' CALCULAIIONS FOR"GRAVITY LOADS.AS VYEIL 0.S WFQQf 75.fALLED FOR BY LOCM.STATE:fl FEDERAL
<br /> 130 11N7 17 ft t�' 17-6' 1K! 1Bi' /B�4' 1T 1T- 1C.11• 2V.P. CODES B FR O M D E V I q n O N S O f T 9 5 p l�ry. �I Q S q I p V K L�l q�p 1 E
<br /> �ion�vH c 2�vsF� �xa �ra� �g.r �s�-r +n �s i• .,�r s �i c�r �t a-r i-w .fe-tr CAL.CULA7IONS F O R'P A N a�P R O P E R T I F�.
<br /> � i m� o �ePSF fan ta.r. �rx �r-ir inr �r.s ia4p �r-r . ts•r �sa �rs 4• ��UM'ALLOWABLBROOFOVERHqN(��FOR7MEVALUES ADDITIONAL.CEq7�iqCp7�'1ON60RAFfIqMATjIONSpRE 04=151-0001'
<br /> c aorsp• w m-r fr.�r .�ra+ �ra� �rs � �r�• �a:�- , usr �s-�r is.ir L75TEDABOYE.SHALI'NOT'IXCE�3'-0°.MAXIMUM tNreNceo. �
<br /> t7a H C' �PSF• 120 tOS iTd1• 11'A" '1C-H' ' 12�• 19'° ts4 1!'�0' ts�tr .�s-�r �( OWABlE.S1DE'OYEHFIANG IS 25%OF IASTPANEL WID7H. 13. ALTEIlAT10N5,ADO[TIONS.HIGHLIGHfING.OR P EeCA1Fe N..8.
<br /> � C ao PSF• teo g-t• 1V.T 11:T P8' P-1P 17�9• 1T�1• 15�E', 1�'B` tr.pr 5. (teINDICATES RO 5 FOREUSE yy(jIN TME F1VNZ ONLY. �ER MMKINGS TOTMIS DOQIMENTARE NOT uc�CpIP110N: �
<br /> G 7p F• Bo �1/'-? 71'.11' tlte` 12U' 12�8• 134' 17r 1�'-4' iS.1T 16-1P. PERMIiTEDANDINVALIUAiETMIS�RTIFICATION.
<br /> 1'76 MaH C aoPSF• 120 1ns t7 4r 71w� ta-n• 17� ts�' 1� 1'a 18•11' .11` � ON 1IMITS CONS1D�tED FOR USE'1N TME MVNZ AItE: ' I�• P�EL STpUCf11RpL PROPERiiES DER1vEO FROM
<br /> C ��• ' �� v-1• tn.T f t4r pt� 5.1. L/80.FOR SPANS 512',0' CERI7FIW TEST REpOR75(0.EpORT NOS.50332-p,
<br /> S ta•�P t1b• ia4• 17�8' tf 18'. 5.2. 418Q FOR SPAfVS a 12'-0° 50410-A,50410-8,50410-C�50/10.D,50410-E,50410•F, �
<br /> � 0� -�91VSF Bp f�y 17-1p iP.g+ 7Y-1' . 17�` 73'3• fII'R' f�d 1S-7P 1S-P 5r � 50410-G�50410-H,50430-I,BY7EppqpIN7E$fING,�NC,),
<br /> 776MPH' O stpsF tm tu-s tR�o� tt vtv� fr�t• ts'J` �s-z� µ�.p• � �p. ��,,y, �)IflDICATESMINIMUMREQUIpEDR00FLNELOADFORUSE �
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