OWNER: THIS PLAN IS ONLINE FOR REVIEW · P P EAVE EAVE 38'-0"V.I.F. #17571 SFR TILE ROOF SLOPE 6/12...
Transcript of OWNER: THIS PLAN IS ONLINE FOR REVIEW · P P EAVE EAVE 38'-0"V.I.F. #17571 SFR TILE ROOF SLOPE 6/12...
HIPHIP
EAVE
EAVE
38'-0"V.I.F.
#17571 SFRTILE ROOF
SLOPE 6/12
UNISTRUT RAIL (TYP)
Strings Modules in series Vmp @ STCVoc @ STC Voc @ 0 °C Isc @ 70 °C DC KW @ STC DC KW @ 0 °C AC KW
Inverter 1 3 13 382 478.40 519.06 8.58 8.93 9.89 8.00
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REVISIONS:
01SCALE: NTS (PICTURE SHOWS INSTALLATION WITH SIMILAR COMPONENT SPECIFICATIONS)
SAMPLE INSTALLATION PHOTO02
SCALE: N.T.S.
PARCEL - (AHJ PROPERTY APPRAISER)
INSTALLATION LOCATION
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 2010 NATIONAL ELECTRICAL CODE. THE ELECTRICAL SCHEMATICDRAWING IS A TYPICAL REPRESENTATION, CERTAIN DETAILS OF THIS PROJECT MAY DIFFER, REFER TO OEM LITERATURE WHICH SHALL PREVAIL.
03SCALE: 3/32" = 1'-0"
ROOF LAYOUT PLAN - 39 PV MODULES
04SCALE: VARIES
SOLAR RACKING - UNIRAC TILE HOOK
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.
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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
OWNER:
17571 SW 7TH ST PEMBROKE PINES FL 33029-4207
SHAMUS,ERIC & JENNIFER L THIS PLAN IS ONLINE FOR REVIEW @
WWW.GEZELMANPE.COM/PV/0142P_CARLISH_MIAMI_FL.PDF
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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 FBC2007
W/09 SUPP. AND NATIONALELECTRICAL CODE.
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SPEED: 140 MPH
EXPOSURE: C
IP CATEGORY: II
UPLIFT(PSF) : PZ1-32;PZ2-55.8;PZ3-82.5, LOAD < 4PSF
ASCE PRESSURE ZONES:
HTTP://UNIRAC.COM/PDF/II227.PDFCO
DE
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RIF
Y
INSTALLATION LOCATION
AHJ: BROWARD COUNTY, PARCEL ID# 5140 19 03 6280
06SCALE: NTS
ELECTRICAL ONE LINE DIAGRAM & SPECIFICATION
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 THEDRAWING.ACTIVE HYPERLINKS ON EV PROVIDE EASY ACCESS TO SUPPLEMENTAL INFORMATION. EV ALSO ALLOWS VIEWER TO STUDY THEPLAN 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 (MINIMUM) 5/16TH INCHDIAMETER CORROSION RESISTANT STEEL. THESE HOLD-DOWNS MAY BE LAGS ACHIEVING 3-INCH THREAD EMBEDMENT IN TOPCORD OF TRUSSES OR BLOCKING OR APPROVED ALTERNATE ANCHOR. APPROVED ALTERNATIVE ANCHORS INCLUDE:
• LAGS INTO TOP CORD OF TRUSSES OR BLOCKING (MIN 4”X4”X9”)• J-BOLTS HOOKING TRUSSES OR BLOCKING• ALL THREAD ROD THRU BLOCKING
PRESSURE ZONE (PZ) #2 WIDTH IS 3-FT. PV ARRAY TO BE INSTALLED PRIMARILY WITHIN PZ1. MOUNTING RAILS SHALL BEANCHORED INTO ROOF STRUCTURAL FRAMING AT CENTER-TO-CENTER DISTANCES NOT TO EXCEED PZ1 6-FT C-C; PZ2 4-FT C-C; PZ32-FT C-C. THERE SHALL BE TWO PIECES OF SPECIFIED RACKING UNDER EACH PV MODULE. THE PV MODULES SHALL BE INSTALLED INTHE NUMBER OF PARALLEL STRINGS AND NUMBER OF SERIES PV MODULES IN EACH STRING AS DEPICTED ON SHEET "E" OF THISSUBMITTAL. THE PV MODULES MAY BE ORIENTED HORIZONTALLY OR VERTICALLY AT THE CONTRACTOR'S OPTION.
ALL CONTRACTOR AC & DC WIRING SHALL USE MINIMUM 10 AWG COPPER OEM WIRING AND HARNESSES, REGARDLESS OF WIRESIZE, ARE ACCEPTABLE WHEN APPLIED TO THE OEM USE INTENDED, SUCH AS PV-MODULE TO PV-MODULE CONNECTIONS.
• PV-MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO SUNLIGHT. USE COMMON-SENSE & CAUTION WITH OPAQUEMATERIAL UNTIL ALL WIRING IS COMPLETED.
• TWISTED (WIRE NUT) CONNECTIONS ARE NOT PERMITTED FOR DC WIRING. USE OEM PLUG CONNECTOR HARNESS BETWEENPV MODULES.
• MAKE SOLID MECHANICAL CONNECTIONS TO ENSURE ELECTRICAL CONDUCTIVITY BETWEEN ALL PV MODULE ENCLOSURESAND FRAMING MEMBERS WITH NO ELECTRICALLY ISOLATED COMPONENTS, USE #10 AWG BARE COPPER WITH SCREWED
CONNECTIONS FOR BONDING JUMPERS AS NEEDED. OEM APPROVED BONDING/GROUNDING DEVICES ARE AN ACCEPTABLESUBSTITUTE WHEN INSTALLED PER OEM INSTRUCTIONS.
• DO NOT LEAVE LOOSE, UNSECURED WIRES/HARNESS BETWEEN PV-MODULES, TIE TO THE MOUNTING RAILS WITH UVRESISTANT ZIP TIES, APPROVED WIRE CLIPS OR WIRING TROUGH IN NEAT, PROFESSIONAL MANNER.
• USE APPROVED MEANS AND METHODS PER NEC CURRENT IN THE JURISDICTION (AND ANY APPLICABLE STATE/LOCAL AHJ
AMENDMENTS THERETO).
• ADHERE TO ALL APPLICABLE BUILDING CODE REQUIREMENTS.
• ADHERE TO MEANS & METHODS OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS AT TIME OFINSTALLATION AND AS THE SYSTEM “AGES”.
DESIGNED PER: ASCE 7-05, 2010 NEC,FBC2007 W/09 SUPP.
INSTALLER/CONTRACTOR
DENNIS MEECORONADO SOLAR
3001 CEDORA TERRSEBRING FL 33870'
PH. 863-381-6083FAX 863-385-2406
CVC 56809
05SCALE: NTS
ELECTRICAL COMPONENT SPECIFICATIONS
WIN
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UNIRAC UNIVERSIAL MOUNT HOLD DOWN HARDWARE
UNIRAC UNIVERSIAL MOUNT INSTALLATION
UNIRAC UNIVERSIAL MOUNT HOLD - SAMPLE PHOTO