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� F N�Jx�{{.BENNARP�,P.E.
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<br /> STRUCTALL �UILDING SYSTEMS � �������3
<br /> DESIGN NOTES: MAXIMUM ALLOWABLE �.'� ' �,?'s'�,• si�
<br /> EPS FOAM CORE ROOF PANELS - METAL SKIN POSITIVEANDNEGATIVEOESIGNPRESSURES DESIGN PRESSURES: � �' , S -_
<br /> CALCULATED FOR USE W1TH THIS SYSTEM = O
<br /> HAVE BEEN CALCULATED 1N ACCORDANCE --- 'n' � . :
<br /> WITH ASCE 7-10 AND 7HE STRUCfURAI AS NOTED IN CLEAR `
<br /> PROVISIONS OF THE 2010 FLORIDA Bl1ILDING _� r � � . � ;•�(L�,�a�O
<br /> CODE USIt�G ALLOWABLE STRESS DESIGN SPAN TABLES
<br /> PIETHODOIOGY W1TH TME CRITERIA '# g
<br /> a OUTLINED HEREIN. �
<br /> � TOP&BOTTOM FACING � ��� ��„S V '�
<br /> 0.024"ALUM/0,024"AW M ENCLOSED STRUCNRE LOADS: � � � �R�.a
<br /> 1. CALCULATiONS BASED ON ASCE 7-30,Vul[=130 MPH-180 h1PN, O W= �'�X
<br /> p 0.030"AIUM/ 0.030"ALUM V o
<br /> g � ENCLOSE�STRUCfURE COMPONENTS&QAODING,RISK CATEGORV=I1, K4=0.85, K:t=1,0, Kz=TABLE r w> LL�F W
<br /> 26ga STEEL/26ga STEEL n �QQ �
<br /> p 30.3•1, GCplv+/-0.16,15'�1EAN ROOF MEIGHT, U W t�
<br /> �y h� �•36"MAX OVERHANG Z� p Y mp�o g w
<br /> `(� '^f AX1MUM CCF AT FRONT,25%OF SCREENED ENCLOSl1RE LOAOS: W W �.Ni J���3
<br /> �� �SFF Ak Sp LAST PANEL WIDTH Z. WIN�LOADS ARE TAKEN AS THE MA%IMUM BETWEEN ASCE 7-30 ENCLOSED STRURURE COMPO�JENTS V W
<br /> � " � SCHED��E)AN' ALONG SIDES,TYP. &CLADDING(AS DESCR19ED ABOVE)AND THE GOVERNING lOADS AS ILLUSTRATED IN FOC TABLE 2002.q � � 3�� �3
<br /> iZ \,,,,1 FOR VER7ICAL LOADS ON SOLID ROOFS,UP 70 15'MEAN ROOF HEIGHi,Vul(=130 MPH-180 PIPH, o W q �
<br /> � 1 OVERHANG`� OPEN STRUCN0.E LOADS; �I �D W"
<br /> 3. CAICULATIONS 6A$ED ASCE 7-10,ROOF OVER OPEN STRUCfURE COMPONENTS&CLADDING, �r' "���
<br /> § O B S T R U C T E D Y I I N D F L O W,A I S K C A T E G O R Y=1 I,K d=0.8 5,Kz t=1.0,Kz=0.8 5,I S'�f E A N R O O F H E I G M T,
<br /> � Vul[=130 MPH-180 MPM. �
<br /> H � � •LOAD COhiBINAT]ONS UTILRED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE W
<br /> � � � , � ��`` '�� ALLOWABLE STRE55 DESIGN LOAO COMBINATIONS ILLUSTRATED IN ASCE 7-10 L �
<br /> 4'lyqX P -' ••ALL W1ND SPEEDS LLSTED HERE ARE Vul[WIND SPEEDS.Vasd WIND SPEEDS D1AY BE CALCULATED WITH r
<br /> ' wlDTH E �/ THE FOLLOWING CONVERSION:Vult=Vastl x J0.6 � �
<br /> � (S`oP�P�R BUIL�NG�p�G PANE�� "� I�� I l��OPTIONAL 20 SF`AS D F NED IN 20t OE BC SECTIONFS607PE.ROOF LIVE lOADS USED IN CAl.CULATIONS CONSIDER � Q y��
<br /> � � CONNECfIONAT F� i i �,;GUTTEROR GENERAL NOTES: z „�N �Q a
<br /> � �� HOST STRUCTURE ' ' i i i i DR1P CAP � o n n �
<br /> � PER SEPARATE PANEL �' �I I �v rv �^�i O
<br /> � ENGINEERWG DEPTH 'I ' • L T M I S S P E C I F I C A T I O N N A S B E E N D E S I G N E D A N D S M A L L B E F A B R]C A T E D I N A C C ORDANCE WITM THE ~ �^�N a E K
<br /> � i ; REQUIREMENTS OFTHE 2030 FLORIDA BUILDING CODE FOR USE OU751DE 7ME NVHZ ONLY.COMPOSRE � Z�+in ��a
<br /> ROOF PANELS SHALL COPIPLY W1TH CHAPTER 7 SECTION 719,CMAPTER 8 SECROW 603,CLA55 A INTERIOR J Q m O W¢
<br /> �CONNECTION AND I � FINISM, AND CMAPTER 26 SELTION 2603 OF TIfE 2010 FBC, f.y m K� U�w
<br /> I� ' ' i 2. CONTRAROR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDIHG CODE AMENDPIENTS �a 0
<br /> � HOSTSTRUGTURE I, � ��m �a
<br /> I I WMICH MAY pPPLY DESIGN CRI7ERIA BEYOND AS STATED HEREIN MAV REQIIIRE ADDITIONAL m vi.� °��
<br /> � ; PER SEPARATE 1 I 9TE-SPECIFIC SEALED ENGINEERING. CO o 9= U S
<br /> j ENGINEERWG i I 3. NO 33-1(3%INCREASE IN ALlOWA9LE STRESS HAS BEEN USED IN TME�ESIGN OF THIS SYSTEM. m O a E Z d
<br /> i f I I � ' 4. DESIGN PRESSURES AS NOTED HEREIN ARE BASED ON A h1AX]MUM TESTED PRESSURE DIVIDED BY A J Q,..,
<br /> � ' I i�� 2.0 FACTOR OF SAFETY. �J O g�
<br /> i �i •� 5. THE ARCHITECT/ENGINEER OF RECORO FOR TNE PROJECf SUPERSTRUCTURE WITM WHICH TMIS LL�Q
<br /> � � �i DESIGN IS USED SHALL BE RESP01�519LE FOR 7HE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS Q �¢�
<br /> � �_ , � DESIGN WMICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. � w c�
<br /> rc SUPPORTING STRUCfURE PER— ,I 6. SEPARATE'SITE-SPECIFIC SEALED ENGINEERING SHAIL BE REQUIRED IN ORDER TO DEVIATE FROM �
<br /> r � SEPARATE ENGINEERING '1 LOADS,DEFLEGTIONS,OR SPANS CONTAWED HEREIN. LINEAR INTERPOLATION OF THE AILOWABLE SPAN i"�i
<br /> TABLES LISTED HEREIN SHALL NOT BE PEMIITTED.CONTAC�THIS ENGINEER FOR ALTERNATE SPAN �
<br /> F CALCULATIOHS AS MAY BE REQUIRED.
<br /> ry 1 CLEAR S PAN ISOM ETRIC 7. THE SYSTEhI DETAILED HEREIN IS GENERIC AND DOES NOT PROVI�E 1NFORMATION FORA SPECIFlC
<br /> � SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CON�ITIONS�EfAILED HEREIN,A LICENSE� F"'
<br /> N.T.S. ISOMETRIC
<br /> ENGINEER 00.REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
<br /> � 1 CON]l1NCrION WITH THIS DONhiENT
<br /> 8. TME CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE 1MPOSING LOADS ON ROOF,INCLUDING �^a�� �
<br /> E BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY]USTIFY GftEATER DESIGN CRITERIA.TNIS g a� �
<br /> p ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR 3 0�
<br /> � REGISTERED ARCHI7ECT. �
<br /> g� 9. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTELI USING TYPE 3105-H254 ALUhI1NUM FACINGS m
<br /> F S SEAL ALL JOINTS OR ASTM A653,C5,7YPE B HOT DIP GALVANIZED G90 COATED STEEL FAqNGS.EXPAN�ED POLY57YRENE ���'�__�����
<br /> �� FOAM SHALL HAVE riPICAL UENSIT'OF 1.0 PCF.THE EPS FOAM SHALL BE ADHERE�TO THE ALUMINUM �Q�
<br /> WITH CONTINUOUS 0.024"ALUMINUM, FACING WITH I�tORAD F1640 SER[ES ADHESNE(BY ROHM AND MMS COMPANY).FABR[CATION SHALL BE IN
<br /> CAULKING 0.030"ALUMINUM ACCORDANCE WITH APGROVED FA6RICATION MEfMODS BY MANUFACILRER FORALL PANElS. ����' , � �
<br /> 10. THE CONTRACiOH IS RESPONSIBLE TO INSULATE ALL MEMBERS fROI-0 DISSIM11iLAR MATERIALS TO
<br /> � 1L8 DENSIN EPS � OR 26GA STEEL PREVENT ELERROLYSIS,I.E.ALUMINUhI PER F.B.C.2003.8.4. ���Y�
<br /> h CORE FOAM SKINS 11. ENGINEER SEAL AFFf%ED MERE TO YALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE OF THIS � ��a��
<br /> SPKIFICATION BY CONTRACrOR,e[.al.INDEMNIFIES&SAVES HARt-0LE55 THIS EIJGINEE(i FOR ALL COST �o� d ¢¢¢$�
<br /> &D A P I A G E S I N C L l 1 D I N G L E G A L F E E S&A P P E L L A T E F E E S R E S U L T I N G F R O IA P I A T E ft I A L F A B(i]C A T I O N, b� ���� �
<br /> S - � SVSTEM ERERION,&CONSTRUCTION VRACTICES BEYOND THAT WHICH IS CpLLED FOR BY LOCAL,STATE, $ g
<br /> S , � �� , §€ &FEDERAL CODES&FROM DEVIATIONS OF TNIS PLAN. �g� yg �
<br /> 12. EXCEPT AS EXPRESSLY PROVIDED MEREIN,NO ADDITIONAL CERTIFICA710N5 OR AFFIRMATIONS ARE Y � ��
<br /> ,u�3,. , � � I❑ 13TENA TERATIONS,ADDITIONS,OR OTNER MARKINGS TO THIS DOCUMENT ARE NO7 PERI-0ITTED AND ���� . .
<br /> � 3�� ', I INVALIDATE THIS CERTIFICATION. rqFlwG�RENOo+EEXwGEiwRES9
<br /> . . . `....,. .. '�. . ,, —1'
<br /> CROSS SERION AT 12-STRUC-01
<br /> � �• TYPICALPANELINTERLOCK TABLE VALUE DERIVATIONS: Sr„�e: os
<br /> PANEL INTERLOCK PANELPROPERTIES. PAGEUES[ftIPTiON•
<br /> 1. PANEL STRUCTURAL PROPERTIES DEfiIVED FROM CERTIFIED TEST REPORTS NoS.TT-5060270,506027C,
<br /> 506027D,SG9014A,509014B BY TERRAPIN TESTING,ESP012351P-1,ESP012351P-2,ESP012351P-3,
<br /> z D ETAI L ESP012351P-3A�ESP032351P-4,ESP012351P-5,ESP012351P-6,E%P012351P-6A,ESP012351P-7,
<br /> N ' 1 ESP012351P�8�ESP012351P-9,ESP012351P-9A BY ELEMENT MATERIALS TECMNOLOGY ��
<br /> N.T.S. DETAIL 2, PANEL�EAD LOADS HAVE BEEN FARORED IN70 CALCUUITIONS FOR LNE LOADS OR UPLIFf AS WEIL J�
<br /> RAS CALCULATIONS FOR PANEL PROPERTIES. ti i
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