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i FRANK L.BENNARDO,P.E.
<br /> STRUCTALL BUILDING SYSTEMS
<br /> DESIGN NOTES: MAXIMUM ALLOWABLE
<br /> EPS FOAM CORE ROOF PANELS - METAL SKIN PCOASITUILT VIAENDD NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:
<br /> LC FOR USE WITH THIS SYSTEM 7US FOR i MWIT ONLY VAO
<br /> HAVE BEEN CALCULATED IN ACCORDANCE VAUD 0NOWnN ORKM EN(gaR SRJ
<br /> WITH ASCE 7-IC AND THE 2012&2.015 Gy AS NOTED IN CLEAR I.D rl
<br /> INTERNATIONAL BUILDING CODE USING SPAN TABLES
<br /> ALLOWABLE STRESS DESIGN METHODOLOGY
<br /> Ij
<br /> TOLD WITH THE CRITERIA OUTLINED HEREIN. Z
<br /> TOP St BOTTOM FACING: 0 LL,I^h
<br /> ENCLOSED STRUCTURE LOADS - Q(®
<br /> 1. CALCULATIONS BASED ON ASCE 7-10,Vult-13D MPH-380 MPH,
<br /> 030-ALUM/ 0*030-ALUM ENCLOSED STRUCTURE COMPONENTS&CLADDING,RISK CATEGORY.II,`KdziO.85,KZt=1.0,KZmTABLE 4 U
<br /> 0.024-ALUM/0.024"ALUM W.
<br /> • 0.
<br /> • 26ga STEEL/26ga STEEL 30.3-1,GCpl-+1-0.18,15'MEAN ROOF HEIGHT. I,u Zr-i
<br /> 36"MAX OVERHANG Z<g —x.
<br /> AT FRONT,25%OF SCREENED ENCLOSURE LOADS: -,-,- Z'
<br /> C !NN i W
<br /> HFDULF(SEE C LL'AR 2. WIND LOADS ARE TAKEN AS THE MAXIMUM BETWEEN ASCE 7-10 ENCLOSED STRUCTURE COMPONENTS
<br /> LAST PANEL WIDTH SL CLADDING(AS DESCRIBED ABOVE)AND THE GOVERNING LOADS AS ILLUSTRATED IN IBC TABLE 2002.4 #4
<br /> SPAN ALONG SIDES,TYP. FOR VERTICAL LOADS ON SOLID ROOFS,UP TO IDVMEAN ROOF HEIGHT,Vult-130 MPH-180 MPH.
<br /> z In
<br /> OVERHANG** FEN STRUCTURE LOADS: -10, 1 0
<br /> 3 CALCULATIONS SAS EJASCE 7 ROOF OVER OPEN STRUCTURE COMPONENTS&CLADDING' ID 01
<br /> OBSTRUCTED WINNS FL05W,RISK CATEGORY-11,Kd-0.85,K=-1,0,K2-0.85,tS'MEAN ROOF HEIGHT,
<br /> Vult=130 MPH_180 MPH.
<br /> -LOAD COMBINATIONS UTILIZED IN THIS MASTER PLAN SHEET HAVE BEEN DERIVED FROM THE U) SrATE:
<br /> 57 DAL-25%
<br /> ALLOWABLE STRESS DESIGN LOAD COMBINATIONS ILLUSTRATED IN ASCE 7-10 C)SA.27525
<br /> **ALL WIND SPEEDS LISTED HERE ARE Vult WIND SPEEDS,Vasd WIND SPEEDS MAY BE CALCULATED WITH Lu OHS 16927
<br /> THE FOLLOWING CONVERSION:Vult-Vasil x V0.6 nNaososes
<br /> (SLOPE CONNECTION AT P I *CALCULATIONS CONSIDER 9.46-ROOF SLOPE.ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER E�A30341
<br /> PER Bul, ;I,*PSF AS DEFINED I IBC SECTION 1607. OME:10478
<br /> CODINGb -------- OPGUTTERTIONAL GENERAL NOTES Ln
<br /> OR
<br /> HOST STRUCTURE DRIP CAP 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE OMA.43224
<br /> PER SEPARATE REQUIREMENTS OF THE 2012&2015 INTERNATIONAL BUILDING CODE FOR USE OUTSIDE THE HVHZ. ck:.
<br /> PANEL COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION 720,CHAPTER 6 SECTION 803,CLASS z 114NA3001
<br /> ENGINEERING DEPTH A INTERIOR FINISH,AND 26 SECTION 2603 OF THE FBC. 0,0,
<br /> 2. CONTRACTOR INVESTIGATE AND FORM TO ALL LOCAL BUILDING CODE AMENDMENTS
<br /> CONNECTION AND WHICH MAY APPLY.DESIGN CRITERIA BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL ZW3019621
<br /> HOST STRUCTURE SITE-SPECIFIC SEALED ENGINEERING. ONHAD624
<br /> 3. NO 33 IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. no:
<br /> NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A mlwmoo
<br /> PER SEPARATE 4. DES16N`PRESSU
<br /> ENGINEERING 2.0 FACTOR OF SAFETY. CINC:PBM7234
<br /> 5: THE ARCHITEcr/ENGINEER OF RECORD FOR THE PROJECT supEpsrRucTuRE WITH WHICH THIS E1 CbH:66436
<br /> .
<br /> DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY FALL SUPPORTING SURFACES TO THIS OPA:PED60991
<br /> DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
<br /> SUPPORTING PER 6, SEPARATE'SITE-SPECIFIC SEALED ENGINEERING S IN ORDER TO DEVIATE FROM
<br /> STRUCTURE GI LTELALRB15,gW REQUIRED <M.7928
<br /> ENGINEERING LOADS INTERPOLATION 0 THE ALLOWABLE SPAN OSC21507
<br /> TABLES
<br /> DEFLECnONS,OR SPANS CONTAINED HEREIN. am mtx:9.0 LISTED HEREIN SHALL NOT BE PERMITTED.CONTACT THIS ENGINEER FOR ALTERNATESPAN
<br /> 7. THE O
<br /> CALCU SYSTEM E T US AS MAY BE DETAILED H%UREJENIR DiS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 82
<br /> I
<br /> SITE. CONDITIONS FOR SITE DNS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
<br /> Er TI D 0402 O38109
<br /> ENGIN zR OR REGISTERED ARCHITECT
<br /> CLEAR SPAN ISOMETRIC CONJUNCTION WITH THIS DOCUMENT.SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN J:e ME C'.
<br /> S. EPS PANEL PERFORMANCE CHARACTERISTICS FOR IGNITION,FLAME SPREAD AND SMOKE THROUGH APPLICABLE ASTM TEST STANDARDS. �POIRT
<br /> N.T.S. ISOMETRIC DENSITY HAVE BEEN QUALIFIED SEE EVALUATION RE
<br /> FOR MORE INFORMATION. 11090,CA2030
<br /> 9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF,INCLUDING V
<br /> BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA.THIS vs 9 l-
<br /> ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR
<br /> REGISTERED ARCHITECT.
<br /> IO.A.SEPSAC60SR COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-11254 ALUMINUM PACT—TM 3!C TYPE
<br /> SEAL ALLJOINTS OR a DIP GALVANIZED G90 COATED STEEL FACINGS.EXPANDED POLYSTYRENE
<br /> WITH CONTINUOUS 0.024-ALUMINUM, FOAM SHALL HAVE TYPICAL T DENSITY Of 1.0 PCF.THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM o so
<br /> CAULKING 0.030"ALUMINUM FACING WITH M, M141 SERI
<br /> ES ADHESIVE R11M.1 AS COMPANY).FAIII.11111SIlEtN HUI
<br /> APPROVED
<br /> I.CT N ETHOS Y
<br /> ACCORDANCEMANUFACTURER
<br /> UFA&. FOR
<br /> L'PANELS.iA
<br /> ILS DENSITY A STEEL THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO EPS /,OR 26;G 11. ROAN DES H S IS
<br /> 2. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL ION AS SHOWN ONLY,USE OF THIS
<br /> CORE FOAM SKINS
<br /> PREVENT ELECTROLYSIS.
<br /> SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST Hal
<br /> It DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
<br /> SYSTEM EREC
<br /> TION,jnON,,lFCONSTRUCTION PRACTICES BEYON THAT WHICH IS CALLED FOR BY LOCAL,STATE,DOES AD
<br /> M DEVIATIONS OF THIS PLAN.
<br /> .I w
<br /> L CERTIFICATIONS OR AFFIRMATIONS ARE
<br /> ESSLY PROVIDED HEREIN,NO ADDrrIONA 13. EXCEPT AS EXPR
<br /> INTENDED.
<br /> I M
<br /> 14. ALTERATIONS,
<br /> OR
<br /> ON ADDITIONS, OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
<br /> INVALIDATE THIS CERTIFICATION
<br /> CROSS SECTION AT
<br /> TYPICAL PANEL INTERLOCK TABLE VALUE DERIVATIONS: 15-2409b
<br /> PANEL INTERLOCK F�%_Al_PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos,TT-506027B,506D27C, SCALE:NIS UNLESS NOTED
<br /> 506027D,509014A,5090148 BY TERRAPIN TESTING,ESPOI235IP-1,ESPOI23SIP-2,ESP0I235IP-3,
<br /> DETAIL ESP0123SIP-3A,ESPO123SIP-4,ESP01235IP-S,ESP0123SIP-6,EXP0123SIP-6A,ES,
<br /> ra
<br /> ESPD12:`51 P-8,ESP0123SIP-9,ESP0123SIP-9A BY ELEMENT MATERIALS TECHNOLOGY.
<br /> N.T.S. DETAIL 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT AS WELL
<br /> AS CALCULATIONS FOR PANEL PROPERTIES. _u
<br />
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