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<br /> STRUCTALL BUILDING SYSTEMS DESIGN NOTES: MAXIMUM ALLOWAB No 'E�04 oft
<br /> EPS FOAM COREROOF PANELS - METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:==
<br /> CALCULATED FOR USE WITH THIS SYSTEM .. ::
<br /> HAVE BEEN CALCULATED IN ACCORDANCE In-
<br /> WITH ASCE 7-10 AND THE FLORIDA BUILDING AS NOTED IN CLEAR 6'AZ --41,
<br /> CODE USING ALLOWABLE STREW DESIGN SPAN TABLES :% —.01
<br /> METHODOLOGY WITH THE CRITERIA.
<br /> OUTLINED HEREIN.
<br /> TOP&BOTTOM FACING: ENCLOSED STRUCTURELOADS: it I
<br /> 0 024'ALUM/0,024-ALUM
<br /> 0:030*ALUM/ 0.03D'ALUM 1. CALCULATIONS
<br /> BASED ON ASCE 7-10,Vult-130 MPH-180 MPH,
<br /> 26 ENCLOSED STRUCTURE COMPONENTS&CLADDING,RISK CATEGORY-11, KdO.BS,Kzt-1.0,.Kz-TABLE
<br /> ga STEEL I 26ga STEEL 30.3-1, GCP1-+/-0.I8,15'MMEAN ROOF HEIGHT. R co
<br /> 36"MAX OVERHANG SCREENED ENCLOSURE LOADS:
<br /> (SEj Al CLEAR AT FRONT,25%OF 2. WIND LOADS ARE TAKEN AS'THE MAXIMUM BETWEEN ASCEENCLOSED STRUCTURE COMPONENTS
<br /> S0�0_�,Z'Pft LAST PANEL WIDTH DESCRIBED ABOVE)AND THE GOVERNING LOADS AS ILLUSTRATED IN FBC TABLE 2002A fn ALONG SIDES,TYP. CLADDING(AS
<br /> FOR VERTICAL LOADS ON SOLID ROOFS,UP TO 15'MFAN ROOF HEIGHT,Vult-110 MPH-180 MPH: ow fil
<br /> OVERHANG*- OPEN STRUCTURE LOADS:
<br /> 3. CALCULATIONS BASED ASCE 7-10,ROOF OVER OPEN STRUCTURE COMPONENTS lk CLADDING,
<br /> OBSTRUCTED WIND FLOW,RISK C4TEGORY=11,Kd-0,85,KA-1,0,V-0,85,15'MEAN ROOF HEIGHT],
<br /> Vult-130 MPH-180 MPH.
<br /> 'LOA LIJ
<br /> 0 COMBINATIONS UTILIZED IN THIS MASTER PLAN SHEET HAVE BEEN[HiPLIVED FROM THE
<br /> ALLOWABLE STRESS DESIGN LOAD COMBINATIONS 11"STRATED IN ASCE 7-10
<br /> 4' ALL WIND SPEEDS LISTED HERE ARE Wit WIND SPEEDS.Yaw WIND SPEEDS MAY BE CALCULATED WITH
<br /> THE FOLLOWING CONVERSION;Vult-VaW x 1/0.6 >_ -9
<br /> PE ...CALCULATIONS CONSIDER 9.46-ROOF-SLOPE.ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER W Z
<br /> G
<br /> INC; NG. OPTIONAL 20 PEP AS DEFINED IN FBC SECTION 1607. �R-
<br /> CONNECTION ATOO�J GENERAL NOTES:
<br /> UTTER OR
<br /> MOST STRUCTURE I DRIP PAP 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE.
<br /> PER SEPARATE PANEL REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDMOW17)FOR USE WITHIN AND OUTSIDE RE W Z.COMPOSITE ROOF.PANEIS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER.8 SECTION
<br /> ENGINEERING OEM THE R be 4
<br /> 803, S5A LFINISH, AND CHAPTER 26 SECTION 2604 OF THE FBC,. to 1 -2. COLD4.010HAP L INVBSTIGATE,ANO CONFORM To ALL I.OM BUILDING CODE AMENDMENTS
<br /> CONNECTION AND I WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL
<br /> MOST STRUCTUREIII I, ISPECIFIC SEALED ENGINEERING,
<br /> 3 N 33-1/3% CREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.1 . I �
<br /> PER SEPARATE 4: 0 IN
<br /> DESIGN PRESSURES AS NOTED HEREIN ARE WED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A
<br /> ENGINEERING I i 2.0 FACTOR OF SAFETY.
<br /> 5, THE A NGINUR OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH.WHICH THIS
<br /> DESIGN IS 0970 BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS
<br /> in DESIGN WHICH qHALL�,E COORDINATED BY THE PERMITTING CONTRACTOR.
<br /> 6. SEPARATE Srrfi�PECIFIV'SEALED ENGINEERING SHALL 09 REQUIRED IN ORDER TO DEVIATE FROM
<br /> LOADS OR SPANS CONTAINED HEREIN, LINEAR INTERPOLATION OFT EA
<br /> ��SUPPORTING MUCTURE PER T) H LLOWASUESPAN
<br /> ABLE LISTED HEREIN SHALL HOT BE PERMITTED.CONTACT THIS ENGINEER FOR ALTERNATE SPAN
<br /> SEPARATE ENGINEERING CALCULATIONS AS MAY
<br /> BE REWILREDIS GENERIC AND DOES NOT PROVIDE INFORMATION FORA C M
<br /> 7. THE SYSTEM DETAILED HEREIN SpEcin
<br /> SITE, FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN,A LICENSED
<br /> ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USBIN
<br /> CLEAR SPAN ISOMETRIC CONJUNCTION WITH THIS DOCUMENT.
<br /> N.T.S, ISOMETRIC B. EPS PANEL PERFORMANCE CHARACTERISTICS FOR SELF IGNITION FLAME SPREAD AND SMOKE
<br /> DENSITY HAVE BEEN FOWALIFIED THROUGH APPLICABLEASTM TEST STANDARDS,SEE EVALUATION REPORT I
<br /> FOR MORE INRMATI N.
<br /> 9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF INCLUDING
<br /> rT BUT NOT LIMITED TO ANY CONCENTRATED.LOADS WHICH MAY'LlITIPY GREATER DESIGN
<br /> SHALL BE ROOF LOAD CRITERIA SHAE PROPERLY ANALYZED. A LICENSED ENGINEER OR
<br /> REGISTERED ARCHITECT
<br /> SEAL ALL JOINTS 10. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H254 ALUMINUM FACINGS
<br /> OR ASTM AM,CS TYPE B HOT DIP GALVANIZED 690 COATED STEEL FACINGS.EXPANDED POLYSTYRENE
<br /> zr
<br /> 1
<br /> WITH CONTINUOUS 0,024-ALUMINUM, FOAM SHALL HAVE TCkL DENSITY OF 1.0 PCF.THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM
<br /> TS
<br /> R 26GA STEEL
<br /> CAULICU10 0.030'ALUMINUM FACING WITH MORAO M640 SERIES ADHESIVE(BY ROHN AND HAAS COMPANY),FABRICATION SHALL
<br /> ILS DENSITY EPS
<br /> ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER
<br /> TURER FOR ALL PANELS.
<br /> /fO 11. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE A MEMBERS FROM DISSIMILAR MATERIALS To .4
<br /> CORE FOAF� .QNS PREVENT ELECTROLYSIS.
<br /> 12, ENGINEER SEAL AFFIXED HERE To vAuCATus srRUCTURALbESIGN AS SHOWN ONLY.USE OPTHIs
<br /> SPECIFICATION BY CONTRACTOR at.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST F
<br /> _T SOAMAGES INCLUDING LEGAL F ES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION
<br /> SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND TMATWHICR 15 CALLED FOR BY E65�STATE,
<br /> FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN.13 EXCEPT AS EXPRESSLY PROVIDED HEREIN,No ADDITIONAL CERTIFICATIONS OR AFFI RMATIO NS ARE
<br /> INTENDED.
<br /> 14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AN.
<br /> INVALIDATE THIS CERTIFICATION. 15^2409a
<br /> CROSS BECKON A'I
<br /> TYPICAL K TABLE VALUE DERIVATIONS: SCALE8
<br /> Pon aptamly1mi
<br /> E
<br /> PANELINTERLOCK 1.6MkP'pgolp 5060275,506027C,
<br /> DETAIL L AECSMTC%RALPROPERTLES DERIVED CERTIFIED TEST REPORTS NmYT-
<br /> S060270,509014A.5090148 BY TERRAPIN TESTING,ESP0I23SIP-1,ESP0123SIP-2,ESP01235IP-3, for
<br /> ESPOI23SIP-3A,ESP01235IP4,ESP0I235IP-5,ESP012351P-6,EXP0123SIP-6A,ESP0123SIP-7,
<br /> ESPOI23SIP-6,ESP0I2.351P-9,ESP017.351P-9A BY ELEMENT MATERIALS TECHNOLOGY. -
<br /> N.T.S. DETAIL 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOP.LIVE LOADS OR UPLIFT AS WELL
<br /> AS CALCULATIONS FOR PANEL PROPERTIES,
<br />
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