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a , • OESIGN NOTES , ALLOWABLE DESIGN PRE3SURES UT1lIZED IN THIS � DOCUMENT HAVE BEEN CALCULA7ED PER THE REQUIREMENT3 OF THE 2010 FLORIDA BUILDING � CODE&ASCE 7-10 USING ALLOWABLE 3TRESS DESIGN METHODOLOGY WITH THE CRITERIA AS OUTLINED HERIN GENERALN07E3 . „ _ .,,. "' 1. THIS SPECIFICATION HAS BEEN OESIGNED AND SHALL BE FABRICA7ED IN ACCORDANCE WITH THE REQUIREMENTS OF �i 7HE 2010 FLORIDA BUILDING CODE FOR USE ONLY OUTSIDE OF THE HVHZ ....�� 2. CONiRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCALBUILDINGCODEAMENDMENTSWHICHMAYAPPLY DESIGN � Y CRITERIA BEYOND AS STATED HEREIN MAV REWIRE ADDfTIONAL �' O en Structure Mono-Slo ed Roof SfiE-SPECIFlC SEALED ENGINEERING. p P 3. THIS SY3TEM IS NOT APPROVED FOR LARGE OR SMALL IMPACT ��' For Screen Rooms,Patio Covers 8 Car orts RESISTANCE.THIS SV3TEM SHALL BE LIMfiED TO NON-HABITABLE �� . uminum um num um num w n . um num w n LNING AREAS. Riser Pan Riser Pan Vee Riser Pan Vee Riser Pan 4. NO 33113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SVSTEM. vnnd e:pesuro uvatasa � 1ax asp.na �swM1+ 162 asp,n• asp.n. tax sspme asp.iro �ax a9w�s �spem 5. THEARCHITECT/ENGINEEROFRECORDFORT}iEPROJECT Spe.d 6 m IIR �u_� 9pw Spw Dpnn spw SUPERSTRUCTURE WIT}i WITCH THIS DESIGN IS USED SHALL BE 110MP B OP9F 1xo �7•.e• �e�-5� �r-r ts.t• �e�-e• �o�•o• tr-o• 1e'-t• tr-5• ta•-5• �e•.i• �e•-r RESPON8IBLEFORTHEINTEGRITYOFALLSUPPORTINGSURFACES TO THIS DE91GN WHICH SHALL BE COORDINATED BYTHE 110MP c 70P9F 1x0 17'-Y 1E'-7' �r-r ��•.r �e�.o• �e�-s• �r.a• �s-s• �s.�m tY-H' 17'.e' tT-10' PERMITf1NGCONiF7ACTOR. � � J I� 170MP D 1]PSF 740 1Y-7' 1Y-11• 16'-Y 1]-s- 1T.T t!'-1M »•-a- u•.a• ��-e� tz•-o� �e�-o• te�.s• 8. SEPARA7E'SITESPECIFIC'SEALEDENGINEERINGSHALLBE W I� 12OMP B 11P9F 1xo 1Y•u• 1S-a' �r-1• ��•.z• n•-6' 17•-10• 11'-tt• 15'-0• 15•-�• 17•-e� tc.tt• 1T-1• RE�UIREDINORDERTODEVIAlEFROMLOADS,DEFLECTIONS,OR z 120MP c 7zPSF 1m tz'-S 15•-s• ts-7• t7•-a• 1T-o� 1T•-�� 11•-7• ts•-7• t��-1�• 17•-�• 1e'-r te.�p• SPANSCONTAINEDHEREIN.LINEARIN7ERPOLATIONOF7HE Q � ALLOWABLE SPAN TABLES LISlED HEREIN SHALL NOT BE � J 12OMP o 76PSF 720 �r.e• u�=r +s�•e• �x•-a• �r•u• �e�•r �o•-o- �a•-r �a�-�o- 72•.2• 15'-a• 76'-7' PERMITTED.CONTACTTNISENGINEERFORALTERNATESPAN Q 130 MP B tivsF 770 17f• 15'-�• 7s-7• t�•.u• 17'-0• 77'.a• 11'-7' t�'-7• 1P.11• 1a•-7• 1C.E' te'-1m CALCULATIONSASMAYBEREQUIRED. � 730MP c ��vsF txo ��•.e- �s•-r ts•-�o• �y_o- te-t• te�-6• tf�-o- �a�-�t• ��•-x• �r-s� 1s•-e• 16•-��• � TMECONTRAC70RSHALLCAREFULLYCONSIDFRPOSSIBLE O O IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMRED TO ANY � 130MP o npsF �2o tt•-o• ��•-7• 1a�-11• tr-a• 75•-�� ts•5• �o•-�• »�.o• t�•-a• tt•-e• ��-e• 1a•-tt• CANCENiRATEDLOADSWHICHMAYJUSTIFYGREAI'ERDESIGN � � 140MP e 1tP9F 7xo 1T.Y tt•-T ts•-ta' 77•-0• 1T-T �e'-6' tf•-0• 1a'-1t• 7a•-2• tY-6' 15•-e• 15-11• CRRERIA.lHISADDITIONALROOFCRITERIASHALLBEPROPERLY � � 140MP c »vsF txo ��•-o� v-r t7•-��• �y_a- �s-�• 76�-5• �o•-�� a�-o• �a•a� �t•.e• u•-e• t�•.��• A��DBVALICENSEDENGINEERORREGISTEREDARCHITECT. Q 140MP � 20P9F 1x0 17-6' 17-71• 17•-1' 1T-7• 1Y-s• ��'•7• W-u• 72'-1'� 17-7' 1T-0• 13'-11• 1t'-T` B. FABRICATIONSHALLBEINACCARDANCEWITHAPPROVED � FABRICATON METHODS BY METALS USA BLDG PRODUCTS AT � �- 150 MP B 15P9F �xo ir-e u.r u•-e 12'-Y' 16'-0' 16'-Y 10'-D' 17'4• �o•.�r �r-r u�a• �r-r C� 750MP C 7uP9F 120 �a-r 17'-7• 17'-6' 1T-B• 1a•-7' 1P-t0• 77'-0• 12'.e' 72•-0' 11•-7• 7�'-t• 11'-6• 0. ALLFASTENERSTOBE#BORGREI17ER3AEGRADESUNLESS � Q 750MP o apsF �m �o•-�r �r-s• u•-r �r-o• u•-e• �a•.�r r-s• �r-a- �r-o• �o�-a ta�a• ta�.e- NOTEDOTHERWISE.FASTENERSSHALLBECADMIUM-PLAiEDOR CORROSION-RESISTANTMAiERIAIANDSFiALLCOMPLYWITH � O 156 MP a 77PSF txo H�-m tra• ta•-tr u�a• 1s•r ts•-s• 10•-�• t�•.a• �a�-r tr.e• ��-e• u••tr •SPECIFICATIONSFORALUMINUMS7RUCTURES'SECT70N52.1 BY --� � 156MP C 21P9F 120 �o•-a• �z-e• �r•�r tr-s t�•-1• 1�•-1• 7-6• 72'-T 17-P 1o'-to' 17•.E• 1J'-11• THEALUMINUMASSOCIATON,INC.,SANYAPPLICABIEFEDERAL, Q � 156MP o ssvsF �m r-r �r-o• �r-a- m•-o• ir_s �r-r r.r �r-e tr.e- �o�-a• u�-tr �a�.r STA7E,ANDORLOCALCODES. 160MP e �evsF �m �o•-�r �r-�^ �a•-e• �r-o• u•-�r �s-r �o�-x• �z•-u• �a•.o• �r-s• ��.s ��.e• �0. CONCRETEANCHOR5NO7EDHERINSFULLBEEMBEDDEDTO UNCRACKED CONCRETE ONLY INSTALL ALL CANCRETE ANCHORS 160MP C 72P9F 140 10'-1• 17-6' 1T-o' 1T.Y• 17•.10' 11'.2' g'-e' 1f•-71• 17.Y to•-e• 17'-S t�'-o• PERMANUFACNRE'9RECOMMENDATIONS. 160MP D $6PSF �zo w•7� ��•-�m 1i-�• io•-7• ��•-�� •-�• m-m t�•-a• ��-e• to•-�• �z�-u• tr-o• 11.T}iECONTRACTORISRESPONSIBLETOIN3ULA7EALLMEMBERS � 165MP B 18VSF �xo 10'-7' 75'-1' 1J'-6' 17'•B' 1P-7' 1{'•10' ��•-o• tY•-e^ �x•-e• �1'-7• 1�•.1• 1/'-6• ��MDISSIMILARMATERIALSTOPREVENTELECTROLYSIS,I.E, z � 165MP C bP9F �zo �o�-�r �r-a• �r-r �r-o- u�-e• �a•-�r e•-�• �r-o• �x�-0• �o•-r �a•-a• ��•.e- ALUMINUMPERF.B.C.2003.B.a. _ 12. ENGINEER SEAL AFFIXED HERE VALIDATES STRUCTURAL � e 165MP D xVSF 12o B•-T tt•-tm 17•1• to•-7• 17'-1• 17•-1• e'.0• 11'-7• 11•-e• 10'-1• 1Y-c• 1J'-0• DESIGNASSHOYVNONLYUSEOFTHISSPECIFICATIONBY w o 170MP B 20P9F 120 10'-6' 17-11• 7s'-2• 11•-7• 1�'.�- 11'.7• p•-C 77•,P tY-7• 11�-p• 1Y-1T 1p-Y CONTRACTOR,et.eI.INDEMNIFIESBSAVESHARMLESS7HIS w � 170MP C 2�psF t7o Y•.1C 17-2' 77-6' 70'-it• 1]'-6' 1J'-Y' C-2' 11'-7' 11'-10' 10'-6' t7•-7• 17•-P ENGINEERFORALLCOSTBDAMAGESINCIUDINGLEGALFEE38 APPELLAlE FEES RESULTNG FROM MATERIAL FABRICAiION, Z 170MP � 2YV9F 1to e'-a� tt•-6' 1T•7• to•-7• 12'-t• 12•-71• B'-E• 10•-11' 11•-1• 7-0• 17-3• 17-e• SYSTEMERECTION,$CONSTRUCTIONPRACTICESBEVONDTHAT � � NMICH IS CALLED f-0R BV LOCAL,STATE,8 FEDERAL CODES 8 FROM DEVIA710NS OF THIS PLAN. Z 13, EXCEPTAS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAI W CERTIFICATIONS OR AFFIRMATONS ARE INTENDED. 74. ALTERATIONS,ADDRiONS,HIGHLIGHTING,OR OTHER � TABLE NOTES: MARKINGS TO THI8 DOCUMENT ARE NOT PERMITfED AND $ INVALIDATE THI9 CERTIFICATON. � 15. PANEL STRUCTURAL PROPERTIES DERIVED FROM AUT6CAD Q � 1. CALCULATIONS BASED ON 2010 FBC SECTION 2002.4 SOLID SURFACE VERTICAL LOADS,RISK CATEGORY MqSS PROPERTIE3 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. g� WIND PRESSURE VALUES FOR 156 MPH EXP'C'8'D'&165 MPH EXP'C'8'D'OBTAINED USING � �4 INTERPOLATION PER ASCE 7-10 METHODOLOGY. ' ��..,.N.,„,. 2. DEFLECTION LIMIT=U120,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 ��""'`=+`"I SHEEf: CALCULATIONS FOR PANEL PROPERTIES. :�'!�^�'''��`�-� �-�'?::.�.Y-�1.;� 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". i;�•�.��;,� t of MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH.(I.e.12"MAX FOR 48"PANEL �fl=�?'fi ..,...,. . WIDTH).