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38 - 16 X 34 HEX HEAD BOLT3/8-16 FLANGE BOLT
PV MODULE
SERRATED LROOF MOUNT
2" X #14 " CRS
MID CLAMP
WATER PROOFING
EXIST. ROOF DECK
SOLARMOUNT RAIL
EXISTINGPURLINS
EXIST. INSULATION
PZ2 = 48"
PZ2 = 48"
RIDGE
EAVE
GA
BLE
GA
BLE
SK
YLI
GH
T
SK
YLI
GH
T
SK
YLI
GH
T
4'-0"
PZ3
PZ3
PZ3
PZ3
PZ2PZ2
PZ1
+/- 56'-0"V.I.F.4'-0"
DN
4/1
2
UNIRAC RAIL (TYP)
APPROVED ALTERNATIVE MOUNTING AREA FOR UPPER ROW OF 10 MODULES (CONTRACTORS OPTION)
4'-
0"
4'-
0"
4'-
0"
PURLINS, 48 C-C (SAME ON SOUTH SLOPE)
SK
YLI
GH
T
SK
YLI
GH
T
SK
YLI
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T
#15091, 1 STORY HANGAR
METAL ROOF SLOPE 4/12
SHEET NO:
PUBLISHED:
SHEET NAME:
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REVISIONS:
01SCALE: N.T.S. IMAGERY MAY NOT CORRECTLY INDICATE CURRENT POTENTIAL SHADING OF PROPERTY.
PARCEL - (AHJ PROPERTY APPRAISER)02
SCALE: 3" = 1'-0"
ROOF MOUNTING DETAIL
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.
04SCALE: VARIES
SOLAR RACKING - UNIRAC
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!
C
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IGH
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IS
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OT
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TU
AL
PR
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TY
WH
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BE
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GS
TO
ALL
EN
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ZE
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ES
S I
S G
IVE
N T
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IN
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ION
HE
RE
ON
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LELY
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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 EJCDC
C-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. EJCDC
C-700 MAY BE VIEWED AT: HTTP://GEZELMANPE.COM/REFERENCE/AG/C-700.PDF
THIS PLAN IS ONLINE FOR REVIEW @
WWW.GEZELMANPE.COM/PV/0249P.AS.STOCKS_FTMYERS_FL.PDF
CO
NT
AC
T D
ES
IGN
TE
AM
@
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ALLEN GEZELMAN16502 HANNA RD.LUTZ, FLORIDA 33549
PH. 813 650 7246FX. 866 397 9050Allen@Gezelman PE.COM
www.GezelmanPE.com
I CERTIFY THAT THIS DESIGN &SPECIFICATIONS MEET THE CURRENTFBC AND NATIONAL ELECTRICAL CODE
INS
TA
LLA
TIO
N O
F A
RO
OF
MO
UN
T
RE
NE
WA
BLE
EN
ER
GY
SY
ST
EM
TH
E
ST
OC
KS
RE
SID
EN
CE
SPEED: 160 MPH
EXPOSURE: B
RISK CATEGORY: II
UPLIFT(PSF) : PZ1-21.1, PZ2-39.8 PZ3-N/A
CO
DE
VE
RIF
Y
MODULE# LG250S1C-G3 FSEC: LG12-NT90-0106
DESIGNED PER: ASCE 7-10, 2010 NEC, FBC 2010
07SCALE: 1/8" = 1'-0"
ROOF LAYOUT DRAWING
WIN
DCONTRACTOR:
LIC# CVC05664 LIC#CWC043077
2431 CRYSTAL DRIVEFT. MYERS, FL 33907
PH. 239.939.7446FAX: 239.939.2946
03SCALE: NTS
ACTUAL SITE PHOTOS
AHJ: LEE COUNTY, PARCEL ID# 15-44-26-03-00000.0040
15
09
1 F
LIG
HT
LIN
E C
T
FO
RT
MY
ER
S F
L 3
39
05
STRUCTURAL LOAD FROM EQUIP < 4PSF
PRESSURE ZONES: HTTP://WWW.GEZELMANPE.COM/REFERENCE/WIND_US.PDF
06SCALE: NTS
ELECTRICAL COMPONENT SPECIFICATIONS
PHOTO-VOLTAIC SOLAR ENERGY SYSTEM INSTALLATION NOTES:
THE DETAILS SPECIFIED ON THIS “PAPER” PLAN ARE CONSIDERED TO BE THE MINIMUM NEEDED BY AHJ (AUTHORITY HAVING JURISDICTION)
AND INSTALLERS. USERS ARE ENCOURAGED TO ACCESS EV (ELECTRONIC VERSION) OF THIS PLAN AS STATED ON THE DRAWING. ACTIVE
HYPERLINKS ON EV PROVIDE EASY ACCESS TO SUPPLEMENTAL INFORMATION. EV ALSO ALLOWS VIEWER TO STUDY THE PLAN AND OEM
DETAILS AT MAGNIFICATIONS OF VIEWER CHOICE UP TO 6400%. IF A CONFLICT SHOULD OCCUR BETWEEN A DRAWING AND/OR SPECIFICATION
HEREON AND AN OEM DETAIL, OEM SHALL PREVAIL. THIS PLAN GIVES SITE-SPECIFIC INSTALLATION DETAILS FOR A PHOTOVOLTAIC (SOLAR
ELECTRIC) SYSTEM TO BE INSTALLED AT THE ABOVE LOCATION. THE SOLAR MODULES SHALL BE THE NUMBER, MAKE AND MODEL LISTED.
THE HOLD DOWN ANCHORS SHALL BE SOLAR RACKING OEM L-FEET ATTACHED INTO ROOF PURLINS THRU NOA/PCM ROOFING CAULK BY
GASKETED ROOFING SCREWS (MINIMUM 2-INCH, #14 DIAMETER) CORROSION RESISTANT STEEL. SOLAR RACKING SHALL RUN PERPENDICULAR
TO ROOF PURLINS. L-FEET SHALL ATTACH SOLAR RACKING INTO EACH PURLIN CROSSED.
PRESSURE ZONE (PZ) #2 WIDTH IS 4-FT. PV ARRAY TO BE INSTALLED PRIMARILY WITHIN PZ1. THERE SHALL BE TWO PIECES OF SPECIFIED
RACKING UNDER EACH PV MODULE. THE PV MODULES SHALL BE INSTALLED IN THE NUMBER OF PARALLEL STRINGS AND NUMBER OF SERIES PV
MODULES IN EACH STRING AS DEPICTED IN THE ELECTRICAL LAYOUT OF THIS SUBMITTAL.
THERE SHALL BE FOUR CLAMPS HOLDING EACH MODULE TO THE RAILS. THESE SHALL BE PAIRED OPPOSITES. ADJACENT MODULES MAY SHARE
CLAMPS. PV MODULES MAY BE ORIENTED “LANDSCAPE” OR “PORTRAIT” AT THE CONTRACTOR'S OPTION.
WATER-PROOFING: A GENEROUS PUDDLE OF FLORIDA NOA/PCA LISTED ROOFING SEALANT BETWEEN RACK MOUNTING “FEET” AND ROOF
COVERING AT EACH ATTACHMENT POINT IS ADEQUATE. HOWEVER, CONTRACTOR IS FREE (SUBJECT TO AHJ) TO SELECT ALTERNATE
WATERPROOFING MEANS AND METHODS FROM NRCA (NATIONAL ROOFING CONTRACTORS ASSOCIATION) ROOFING & WATERPROOFING
MANUAL, OR OEM INSTALLATION DETAILS, OR OTHER APPROPRIATE SOURCES.
ADHERE TO MEANS & METHODS OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS AT TIME OF INSTALLATION AND
AS THE SYSTEM “AGES”.
ADHERE TO ALL APPLICABLE BUILDING CODE REQUIREMENTS.
ENGINEER OF RECORD AVAILABLE FOR QUESTIONS: [email protected] OR 813 909 1956
10/28/12
OWNER:
15151 FLIGHTLINE CT, FORT MYERS FL 33905
SCHMIDT RICHARD + PEGGY A
04
05SCALE: NTS , THESE PICTURES ARE TYPICALL INSTALLATIONS
SAMPLE INSTALLATION PHOTOS
DETAILS MAY VARY - CURRENT OEM INSTRUCTIONS PREVAIL
HTTP://WWW.UNIRAC.COM/TECHNICAL-SUPPORT/SOLARMOUNT/INSTALL.PHP
UNIRAC CODE COMPLIANT LETTER - FLORIDA:
INSTALLATION LOCATION
