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. nFlIANK L•BENNAROO,P.E.
<br /> ' 1A1111 "QV 9
<br /> STRUCTALL BUILDING SYSTEMS
<br /> DESIGN NOTES; MAXIMUM Al LOWABLE, Np �ooas
<br /> EPS FOAM CORE.ROOF PANELS -.METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:'-
<br /> CALCULATED FOR USE WITH THIS SYSTEM T tn b 1
<br /> HAVE BEEN CALCULATED IN ACCORDANCE
<br /> .. WITH ASCE 7-10 AND THE FLORIDA BUILDING AS NOTED IN CLEAR
<br /> CODE USING ALLOWABLE STRESS DESIGN SPAN TABLES.METHODOLOGY WITH THE CRITERIA ,- oo
<br /> OUTLINED HEREIN,
<br /> TOP&BOTTOM FACING:
<br /> ' 0.024•ALUM/0.024'ALUM ENc1Os-D STRUCTURE LOADS: *�� q
<br /> 0.030'ALUM/ 0.03D•ALUM I.
<br /> CALCULATIONS BASED ON ASCE 7-10,Yult=130 MPH-480 MPH, �}QQ 2 gq
<br /> ~-'•.,,• • 26ga STEEL/26g8 STEEL ENCLOSED STRUCTURE COMPONENTS A CLADDING,RISK CATEGORY-111-Kd-04S,Kxta1.0,V.-TABLE
<br /> 30.3.1, GCPI°+/-0.18,15"MEAN ROOF HEIGHT,w•36"MAX OVERHANG Z 1N
<br /> ;•FPS QE51 TOES
<br /> g ) mftmUM C AT FRONT,25%OF SCREENED ENCLOSURE LOADS! W.,
<br /> (51:6•SCl{E U)AN ALONG ASfDLE$TITDYmP F&CLADDING OR VERTICAL LOADS FU SOLID ABOVE)
<br /> ROO AND
<br /> Ti0 1 2. WIND LOADS ARE TAKEN AS THE MAXIMUM 5 MEAN NG LOADSHEI AS ILLU Aga 1-io STRAT STRUCTUREED IN,Vulf-IU OT'AASSIE 2a02 O
<br /> 4' '•�,,,.�• ' 1 W aj
<br /> OVERHANG-* OPEN STRUCTURE LOADS i .N CI
<br /> "¢• •`, --„ �.. - _ 3. CALCULATIONS BASED ASCE 7-10,ROOF 1$CI OVER OPEN STRUC LIRE COMPONENTS&CLADDING,OBSTRUMQ WIND FLOW,RISK CATEGORY»ΡIl,Kd-0,85,KA-1.0,Kx=O.SS,15'MEAN ROOF HEIGHT, 'Vult-130 MPH•ISO MPH. c
<br /> `LOAD COMBINATIONS UTIUZED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE w
<br /> • ALLOWABLE STRESS DESIGN LOAD COMBINATIONS ILLUSTRATED IN ASCE 7.10
<br /> --ALL WIND SPEEDS LISTED HERE ARE Vult WIND SPEEDS.Yesd WIND SPEEDS MAY BE CALCULATED WITH V)
<br /> M (S AS DEFINED lO FS
<br /> LOPE,PER p '�OPTI 2 PCSf CONSIDER 9.46-
<br /> SECTION ROOF SLOPE,ROOF WE LOADS USED IN CALCULATIONS CONSIDER
<br /> rLbrryG ,4.NG fi1 ANpL GLITTER Oft. UI n a
<br /> H1607
<br /> OSTSTR STRUCTURE
<br /> + GENERAL'' NOTES;
<br /> •'HOST STRUCTURE I DRIP CAP •I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL SE FASIUCATEDIN ACCORDANCE WITH THE. •z '0
<br /> ' PER'SEPARATE PANEL REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017}}FOR USE WITHIN AND OUTSIDE ~°C m n €#
<br /> S- ENGINEERING 11( i THE HVH2.COMPOSITE RODFPANSS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER.8 SECTION X .I
<br /> DEPTH I I f . . 803,CLASS A INFERIOR FINISH, AND CHAPTER 26 SECTION 2603 OF THE FaG • p� y
<br /> i. 2. CONTRACTOR SHALL'INVESTIUM AND CONFORM TO ALL LbCAL SUIIDINO CODE AMENDMENTS U'
<br /> r�CONNECTION AND ` j WHICH MAY APPLY. DESIGN CFUTER1A'BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL
<br /> HOST STRUCTURE f }i SrrE-SPeMFIC SEALED ENGINEERING, m
<br /> 31' NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.
<br /> PER SEPARATE .4. DESIGN PRESSURES AS NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A 9 CI
<br /> ,§ „•j"' ENGINEERING' 2,a FACTOR OP SAFETY.... :...) 0 a a S z q
<br /> ,� •• ni.WHICH THIS.
<br /> DESIGN IS USED C SH 1L1L 89 RESPONSIIBLPO OR TH FORINTEGRITY I OF ALL SUPPQRTINNG SURFACES TD THIS ', R4 O
<br /> S L ,•• DESIGN WHICH HALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
<br /> 6. SEPARATE SITE
<br /> SPECIFIC°SEALEO'ENGINEERING SHALL BE REQUIRED IWORDER TO DEVIATE FROM
<br /> �••-SUPPORTING STRUCTURE PER-L - LOADS DErtECTi0N50 SPANS CONTAINED HEREIN. UNEARINTERPOIATION OF THE ALLOWABLE SPAN'
<br /> m _ TABLE LISTED HE SHALL NOT BE PERMITTED,CONTACT THIS ENGINEER FOR ALTERNATE SPAN
<br /> SEPARATE ENGINEERING S CALCULATIONS AS MAY BE REQUIRED,
<br /> 7, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC
<br /> 1 CLEAR SPAN ISOMETRIC SITE,FOR SITE CONDITIONS OIFFERENT,FROM•THE CONDITIONS DETAILED HEREIN,A LICENSED
<br /> ' ,,ENGINEER OR REGISTERED ARCHIT-CT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR QSE,IN •I-
<br /> - ..• CONIUNCTION WITIS THIS DOCUMENT.
<br /> gm N.T.S, ISOMETRIC 8, EPS PANEL PERFORMANCE CHARACIEItISTICS FOR SELF IGNITION FLAME SPREAD AND SMOKE
<br /> FOR MORE DENStTYRAVESEE0
<br /> ALITIED THROUGH APPLICABLE ASTM TEST STAfIDARDS.SEE'EVALUATION REPORT �ND D Vq
<br /> 9.. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING D ^3
<br /> BUT NOT LIMITED MANY CONCENTRATED.LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERLi,,TH15
<br /> gg ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BYY A LICENSED ENGINEER OR
<br /> rJ, REGISTERED ARCHITECT,
<br /> SEAL ALL JOINTS 10, EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCMD USING TYPE 3105-HZ54 ALUMINUM FACINGS
<br /> OR A5TM A653,CS TYPE B HOT DIP GALVANIZED G90 COATED STEEL FACINGS,EXPANDED POLYSTYRENE .,
<br /> �• WITH CONTINUOUS 0.024•ALUMINUM, k7AM SHALL HAVE� 'CAL DENSITY OP 1.0 PCP.7HE EPS FOAM SNAIL BE ADHERED Z4 THE ALUMINUM' TJ
<br /> D
<br /> & CAULIONG 0.030•ALUMINUM FACING WITH MORAp M640 SERIES AD 'BY(BY ROHM AND HAAS'OOMP FABRICATION SHALL BE IN
<br /> ACCOROANC6 WITH APPROVED PABRICATION METHODS BY MANUPAGTURE,RyyFyO�R ALL PANELS.
<br /> 1(B DENSITY EPS, R 26G0.STEEL ii, TH8 CONTRACTOR IS RESPpNS18LE TO tNSUtATE ALL MEMBERS FROM DL45tMit 4R MATERIALS TO d B CORE FOAM SKINS PREVENT ELECTROLYSIS. •_ Ilia pp_4
<br /> 12. ENGINEER SEAL AFFIXED NEBE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS
<br /> g ff a
<br /> SPECStZCATiON B5'CONTRACTOR,et.el.INDEMNIFIES&SAYES HARMLESS THIS ENGINEER FDR ALL COST tC K
<br /> e'•. ;'.;• .'1+."';', &DAMAGES IN 0 DING LEGAL FEES 6 APPELLATE FEES RESULTING FROM MATERUU.FABRICATION,
<br /> ..:•' t, 0( SYSTEM ERECTION,&CONSTRUCTION PRACRCES BEYOND THAT WHICH I5 CALLED MR BY 1DCA,L,STATE,
<br /> ,'•,,S.y B FEDERAL CODES&FROM DEVIATIONS pF TM15 pIAN, ENE
<br /> +,,,�R•;, -
<br /> •'�+;�";:�'�� `•, ''v0 13. EXCEPT'AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE @ @ 8
<br /> .. .'3a•.•'.» .. _ INTENDED.
<br /> BOPTPo(7RBpuSHmi0 EI6TIg9
<br /> �'''' L '," '• 14. ALTERATIONS ADDITIONS,OR OTHER MARKINGS TO T2115 DOCUMEM ARE NOT PERMITTED AND,
<br /> •CROSS S INVALIDATE TH19 C�RTIFTCATION, ,
<br /> � SECTION AT ].5,�2409a' .
<br /> TYPICAL PANELINTFERL-ocx TABLE VALOE DERIVATIONS: SCAM
<br /> TIES I WE DESCRIFTOON,
<br /> PANEL INTERLOCK PANELPROPERUCTU
<br /> � ,• i, PANE STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos,TT-5060278,506027C,
<br /> DETAIL S06021D,509014A,5090148 BY TERRAPIN TESTING,ESP012351P-1,ESP0123S1P-2,E5P0123S1P-3, o,
<br /> r ESPa123S1P-3A,ESP03I351P•4,ESPOS2351P3,ESP0123SSP•6,EXPa3235LP-ESA,ESP01235LP•7,
<br /> �--•7-- ESP0123SiP-9,ESP012351P-9,E5P0123SiP-9A BY ELEMENT MATERIALS TECHNOLOGY.
<br /> T / N.T.S. DETAIL 2, PANEL'DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT AS WELL _)'I
<br /> _ �•:� AS CALCULATIONS FOR PANEL PROPERTIES, C,1.
<br />
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