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oesicN No�s I ALLOWABLE DESIGN PRESSURE3 UTILIZED IN lHIS � DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING � COOE$ASCE 7-10 USING ALLOWABLE STRESS DE81GN METHOOOLOGV WITH THE CRITERIA AS OUTLINED HERIN _ "� GENERALNOTES . , ._ .... - "' 1. 1H15 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF � THE 2010 FLORIDA BUILDING CODE FOR USE ONLV OUTSIDE OFTHEFNHZ ' �g 2. CONTRACTOR SHAI.L INVESTIGATE AND CONFORM TO ALL � LOCALBUILDINGCODEAMENDMENTSNhiICHMAYAPPLY DESIGN , � CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADOITIONAL jt O en Structure Mono-Slo ed Roof SfTESPECIFIC SEALED ENGINEERING. P P 3. THIS SYSTEM IS NOT APPROVEO FOR LARGE OR SMALL IMPACT ��" For Screen Rooms,Patio Covers 8 Car orts RESISTANCE.THIS SYSTEM 3HALL BE LIMITED TO NON-HABRABLE �� . ummum um num ummum wm . um num w n LNINGAREAS. Riser Pan Rfser Pan Vee Riser Pan Vee Riser Pan 4. NO 33-1f3%INCREASE IN ALLOWABLE S7RESS HAS BEEN USED IN iHE DESIGN OF THIS SYSTEM, Nnna eapo�un uve Lwd � 1 a x a spans s sp�m 1 a 2 a sp�na �spene 1 a z 7 sp�na 1 spsm t 6 2 J sp.na a swro 5. 7HE ARCHRECTIENGINEER OF RECORD FOR THE PRQIECT spood a u pR iu-t spa�m spnm spam 9pw SUPERSTRUCTURE WITH WITCH THIS DESIGN IS USED SHALL BE 110MP e aPSF 1xo t3'-E• te'-5' 1T-2' 15'•7' 76'-E' 10'-0' 1I'-B' 18'-1• 1T-6' 11'-6' 18'-Y' 1E'-E` RESPONSIBLEFORTHEINTEGRRYOFALLSUPPORTINGSURFACES ' TO iHIS DESIGN WHICH SHALL BE COORDINATED BY lHE 110MP c �opsF txo 1J'-Y' 18'-T 1M-T 7P-7• 1E'-0' 1!'-6^ 12'-G' 16'-M �s•-�o� 7a�•�t• 1i•-e� n�-to� PERMITfINGCONTRl1CTOR. J 1� 110MP D 1JPSF �20 1Y-t' 7�•-7t' ts•-7 »_p �p�_e- �e�_�o• 17•-P 7�•-7' 11•.e' 12'.e' 1e'-0• fe'-�' 8. SEPARATE5ITESPECIFIC'SEALEDENGINEERINGSHALLBE W � 120MP e 11PSF 1io 12'-B• 1T-Y' iS-1• �p-2• 77•.6• 17'-10' 11'-71' 15'•0' 15'-1' 1]'-T 16'-17• 77'-I' RE�UIREDINORDERTOOEVIAlEFROMLOAOS,DEFLECTIONS,OR z r' 120MP C 12PSF 1t0 1Z'-5• 15•-�' 1S•7• 77•-e• 1T-M 77'-s' 17•-7• 7A'-7• 11'-71• ts'-t• 79'•E• 1C-10• SPANSCONTAINEDHEREIN.LINEARINiERPOLATIONOFTHE Q �� ALLOWABLE SPAN TABLE3 LISTED HEREIN SHALL NOT BE � J 120MP D iSPSF 1zo t1•-e^ 11'-z� t�'-e• 12•.0• 15'-e• te�-1• 1o•-e• 7a'-7' t�'-1m 12�-2• 15'-J• 75'-7• PERMITfED.CONTACTTFIISENGINEERFORALTERNATESPAN Q , 130B�P e 12FSF 1¢0 �7s �s-�• tr-r to•�p• tr-o• tr-r tr-r �a�-r u•-tr u�.r ta.e� 1E.1o• CALCULATIONSASMAVBEREQUIRED. � 130MP � ��PgF 1xo t�•.u• ��•-e� ��•�a »•-0' 1B'-1• 1E'-6' 11'-0' 1J'-11' 7<'-Y• 12'-6' 15'-E' 16'•11' � TMECONTRACTORSHALLCAREFULLYCONSIDERP0.SSIBLE � O IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY � 130MP D 17PSF 120 1T.0• 1T-7• 17'•11• 12•-a• 15'-t• 15'-5• 10•-�' 17'-0• 17•-7• 11'-e• 1�'-E' 1�'•11• . CONCENTRATEDLOADSWHICHMAYJUSTIFYGREATERDESIGN � � �- � 140MP B 1tpsF 1t0 17'-0' 7a•-r ta'-10• 1]'-0• 1e-t• 1e�-6• 11'-a' 17•-11• 1�•-2• 12•-6• 13•-e' 1s-11• CRRERIA,T}iISADDITIONALROOFCRITERIASHALLBEPROPERLY � 140MP C 17P9F 17a 11•-0' 1�•-7' 77•-11' 12�-Y 16'-t• 16'-5• 10'-4• 17•-0• 17•-a• 11•-e• 71'-E• 1�'-11• ANALYZEDBYALICENSEDENGINEERORREGISTEREDARCHRECT. Q 140MP � 20PSF uo �o•-s �r-tr ��•-r 11'-7• 1�•-�• 1P-7• Y•-a• 72•-1^ 1Y-7' 11'-0• 19'•11• 1�•-2^ 8. FABRICATIONSHALLBEINACCORDANCEWIiHAPPROVED � FABRICATION METHODS BY METALS USA BLDG PRODUCTS AT � F- 9''9 3''� z IRGR6VE�ANBFA61l U 150MP c 1BP3F 120 10'-7' 17'-t• 1J•-S �r-a• �a•-r u•-�o• �r-o• tx•-r 1Y-Y• 17•-3' 11'•t• 11'-6' 9. ALLFASiENER3TOBE#BORGREAIERSAEGRADESUNIESS � Q 150MP � t7PSF 1to 10'•11• 17-P 12'-7' 11'-0^ 17•-e• 77'-17• a•-4• t1•-0• 12•-0• 10'-e' 1�'-7' 17'.e• NOTEDOTHERWISE.FASiENER3SHALLBECADMIUM-PLAlEDOR CORR0310N-RESISTANTMATERIALANDSHALLCOMPLYWITH � � 156MP B 1TPSF �m �r-m �o••r �a�-�r �¢�.r �s•-r �s-s• �o••�• �r-o• �ra• ��-e- �a�-e• u�•�r SPECIFICATIONSFORALUMINUMS7RUCNRES•SECT10N52.1BY J � 156MP c xtvsF tM ta•-�• tx'-E' 17-11• 1T-6• 7�'-t• 1t•-P u•-e• t2•-1• 1Y-�• 10'-10• tY-E• 17'-11' THEAIUMINUMASSOCIATION,INC.,BANYAPPLICABLEFEDERAL, Q 0- 156MP � 25P9F txo B'-8' 17•0' 1T-J' 1D'•B^ 13'-J' 7J'-E^ i'•1' 11'-6' 11'-B' 10'-7' 12'-11' iT-T' STATE,ANDORLOCALCODES. 160MP B 16P9F tm �o�-�a• �a•-�^ ta•-e• u•-o• t�•-1o• ts�-�• �o•-r �r-e• �a•-o• t�•-s ��-s� t�•-e• 10. CONCRETEANCHORSNOTEDHERINSHALLBEEMBEDDEDTO UNCRACKED CONCRETE ONLY INSTALL ALL CONCRETE ANCHORS 160MP C i2P9F 130 10'-1• 12-e' t7-a• 1T-z• t7.7o• tP.7 a'-e' 11••71• 1Y-2• 10'-s• 1]'-5' 17'-u' PERMANUFAC7URE'SRECOMMENDATIONS. 16OMP o 2eP9F tza r-7� 11'-tm t7-t• fo'-7• ta•-t• 71•-�• w-0• 11•-a• 11•-e� to'-1• 12•-u• 17•-0• 11.T}iECONTRACTORI3RESPON5IBLETOINSULATEALLMEMBERS (, 165MP B /ppgF 1Z0 10'-7^ 77'-1• 1�'-6• 11'-0' 1a•-7• 1�'•70• 17'-0• 72••E' f2'-e• 11•-7• 1�'.1• 1/•-6• FROMDISSIMILARMATERIALSTOPREVENTELECTROLYSIS,I.E. z � 165MP C 77P9F t�o 1o'-1f' 17-�• 12-7' 11'-a' 1�•-E• f�'-11• u'-P 11•-0' 13'-0• 10'-e• 77•-3• 1�•.e' ALUMINUMPERF.B.C.2003.8.4. � 12. ENGINEER SEAL AFFIXED HERE VALIDATES STRUCTURAL � e 165MP o xpsF txo e•-r 17•-10' 1Y-t• 10'-7• 77•-1' 13'-P e'-o• 11••7• 1T-e• 10'-1^ 12'-e• 1]'-0• DESIGNASSHOWNONLYUSEOFTHISSPECIFICATIONBY w d 170MP a 20PSF txo to•.s^ 1Y-t1' t�•-2^ 11�-7• 1I•.P 1��.7- p•.p^ 12••P 12•.7• 11•-p• �T.t1• tp-2, CONTRACTOR,et.eI.INDEMNIFIES&3AVE3HARMLES57HI5 w � 170MP � x�P9F 1Z0 0'-10' 17-2• 17-6• 10'•11• 77•-5' 1J'•B' B'-T 11'-7' 11•-10' 10'•S• 1a'-t• t�•-�- ENGINEERFORALLCOSTBDAMAGESINCLUDINGLEGALFEESB APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, Z 170MP D 2gp9F txo e'.Y 1T-6' t7•-7• 10'-7• 12•-E• 17'-1f• !'-E• f0'-11• 1T•1• B'-e' 17-7' 1T•E• SYSTEMERECTION,BCONSTRUC770NPRACTICESBEVONDlHAT � � WHICH IS CALLED FOR BY LOCAL,STATE,8 FEDERAL CODES& FROM DEVIATIONS OF THIS PLAN. Z 13. IXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDfiIONAL W CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. ALTERATIONS,AODITIONS,HIGHLIGHTING,OR OTHER � TABLE NOTES: MARKING9 TO THIS DOCUMENTARE NOT PERMITTED AND e INVALIDA7E7HISCERTIFICATION. � p 75. PANEL STRUCTURAL PROPERTIES DERIVED FROM AUTO-CAD Q � 1. CALCULATIONS BASED ON 2010 FBC SECTION 2002.4 SOLID SURFACE VERTICAL LOADS,RISK CATEGORY MASS PROPERTIES J �� 1,10 PSF MIN LOAD,EXP'B'PRESSURES VALID UP TO 30'MRH.EXP'C'PRESSURES DERIVED USING J � FACTOR OF 0.86&EXP'D'PRESSURE DERIVED USING FACTOR OF 0.89 PER 2010 FBC TABLE 2002.4A. �� WIND PRESSURE VALUES FOR 156 MPH EXP'C'&'D'&165 MPH EXP'C'8'D'OBTAINED USING � �� INTERPOLATION PER ASCE 7•10 METHODOLOGY. 2. DEFLECTION LIMIT=U720,MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3"MAX PER FOOT(3:12). . �'`�`•�•,'"�,':- 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS "'C��-.�it:.t� ,�� O CALCULATIONS FOR PANEL PROPERTIES. �aadrl'��"':,';1� SHEEf �,�'.?-.�Y'1s?i� 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0" +;��„i�a,,fr 1 of MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH.(I.e.12"MAX FOR 48"PANEL �}��:=' WIDTH).