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REVISIONS:

I CERTIFY THAT THE FRAMING OF THIS STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED WIND UPLIFT AND LATERAL FORCES ANDEQUIPMENT DEAD LOADS. THIS IS ATTESTED TO BY MY SIGNATURE AND SEAL ON THIS DRAWING AT THE UPPER RIGHT.ELECTRICAL SPECIFICATIONS: CONFORMS TO THE REQUIREMENTS OF THE 2008 NATIONAL ELECTRICAL CODE. CERTAIN DETAILS OF THIS PROJECTMAY DIFFER, REFER TO OEM LITERATURE WHICH SHALL PREVAIL.

CONTRACTOR RESPONSIBLE TO VERIFY THE FIT OF THIS ARRAY PRIOR TO INSTALLATION: THE SOLAR MODULE ARRAY SHOWNHERE IS BASED ON THE FIELD DATA PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL CONTACT THE ENGINEER IF THEARRAY MAY NOT FIT AS PROJECTED. SATELLITE IMAGERY SHOWN MAY NOT CORRECTLY INDICATE POTENTIAL CURRENT SHADINGOF PROPERTY. CONTRACTOR RESPONSIBLE TO VERIFY SUN EXPOSURE AND SHADING OF INSTALLATION PRIOR TO INSTALLATION!

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ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDCC-700 (ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC C-700 ORPROVISIONS THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT, DESIGN, OPINION, CALCULATION OR OTHER ENGINEERING SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT. EJCDCC-700 MAY BE VIEWED AT: HTTP://GEZELMANPE.COM/REFERENCE/AG/C-700.PDF

OWNER OF RECORD:

8389 Butler Greenword dr Royal Palm Beach FL Brett Rosenhaus THIS PLAN IS ONLINE FOR REVIEW @

WWW.GEZELMANPE.COM/PV/0383ST.LE.ROSENHAUS_PALM.BCH_FL.PDF

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ALLEN GEZELMAN16502 HANNA RD.LUTZ, FLORIDA 33549

PH. 813 650 7246FX. 866 397 9050Allen@Gezelman PE.COMwww.GezelmanPE.com

FBC2010

INST

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Wind: Vult 170mph Vasd 131.7mphRisk Category B Exposure Category IIPZ2 width 4-ft Uplift (PSF) PZ1-26.4, PZ2-42.3, PZ3-68.7CO

DE

VERI

FY

MODULE# SW 280 MONO FSEC: SW14-NT90-0419

DESIGNED PER: ASCE 7-10, FBC 2010

WIN

D

Royal Palm Beach FL , PARCEL ID#

2/5/15

CONTRACTOR:

INSTALLATION LOCATIONS

INSTALLATION NOTES - THIS PROJECT INVOLVES TWO SEPARATE SYSTEMS ON A STANDING SEAM METAL ROOF -

SOLAR DOMESTIC HOT WATER (SDHW) & PHOTO-VOLTAIC (PV) (SEE LAYOUT SKETCH).

SDHW SYSTEM SHALL BE INSTALLED IAW (IN ACCORDANCE WITH) MY GENERIC PLANhttp://www.gezelmanpe.com/generic/AS.1.3.WH-10.pdfNOTE THAT THERE SHALL BE A TOTAL OF SIX-S-5 CLAMPS ATTACHING THE 4-FT BY 10-FT SDHW COLLECTOR IN LANDSCAPEON THE ROOF, E.G. PERDENDICULAR TO THE STANDING SEAMS WITH THREE S-5 CLAMPS EVENLY SPACED ALONG EACHLONG SIDE.

PV INSTALLATION SHALL BE MADE IAW THE FOLLOWING SITE-SPECIFIC INSTRUCTIONS:

JURISDICTION) AND INSTALLERS. USERS ARE ENCOURAGED TO ACCESS EV (ELECTRONIC VERSION) OF THIS PLAN. ACTIVEHYPERLINKS ON EV PROVIDE EASY ACCESS TO SUPPLEMENTAL INFORMATION. EV ALSO ALLOWS VIEWER TO STUDY THE PLANAND OEM (ORIGINAL EQUIPMENT MANUFACTURER) DETAILS AT MAGNIFICATIONS OF VIEWER CHOICE UP TO 6400%. IF ACONFLICT SHOULD OCCUR BETWEEN A DRAWING AND/OR SPECIFICATION HEREON AND AN OEM DETAIL, OEM SHALLPREVAIL.SOLAR EQUIPMENT ADDS LESS THAN 4-PSF GRAVITY LOAD TO STRUCTURE.THIS PLAN PROVIDES SPECIFIES SITE-SPECIFIC INSTALLATION OF PV MODULES ON A STANDING SEAM METAL ROOF USING S-5CLAMPS. MUCH USEFUL SUPPLEMENTAL INFORMATION IS AVAILABLE ON THE S-5 WEBPAGEHTTP://WWW.S-5.COM/HOME/INDEX.CFMTHERE SHALL BE A PV MODULE-TO-RAIL MOUNTING CLAMP AT EVERY RAIL/MODULE CROSSING POINT. ADJOININGMODULES MAY SHARE CLAMPS. CONTRACTOR TO ENSURE CONTINUITY OF ALL METAL PARTS AND CONNECTIONS OF THISINSTALLATION TO BE ELECTRICALY GROUNDED AND BONDED TOGETHER. REFER TO ELECTRICAL DRAWING OF THIS PERMITFOR DETAILS. TORQUE ALL S-5 SET SCREWS TO 115-INCH-POUNDS.PV RACK ATTACHMENT TO STANDING SEAMS,

ROOF PRESSURE ZONE 1 (PZ1) - MAX S-5 SPACING, 6-FT CENTER-CENTERROOF PRESSURE ZONE 2 (PZ2) - MAX S-5 SPACING, 4-FT CENTER-CENTERROOF PRESSURE ZONE 3 (PZ3) - MAX S-5 SPACING, 2-FT CENTER-CENTER

ENGINEER OF RECORD (EOR) PREFERS EMAIL FOR PLAN PROBLEMS OR QUESTIONS: allen@gezelmanpe.com

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DjTypewritten TextS-5 clamps ready for rails

DjTypewritten Text Typical Rail & Clamp

DjTypewritten TextTypical outside end condition

DjTypewritten Text S-5 CLAMP

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