renewable energy systemflorida building code the dorina residence installation of a roof mount...

2
PV MODULE L FOOT BRACKET LENGTH AS NEEDED MIN 5 16 "-INCH CR ANCHOR 3" EMBEDMENT RE: ENG. NOTES SOLAR CLAMP SYSTEM WATERPROOF WITH SONNOLASTIC NP-1 OR EQUAL POLYURETHANE CAULK SOLAR RAIL SYSTEM EXISTING RAFTER V.I.F. V.I.F. EXIST. SHEETING & MEMBRANE ROOF TILE FLAT OR BARREL 32'-0" 60'-0" 4'-0" 4'-0" PZ3 RIDGE EAVE #4722 - 1 STORY SFR TILE ROOF SLOPE 5/12 (46) PV MODULES PZ3 PZ3 PZ3 PZ2 = 48" PZ2 = 48" PZ1 UTILITY METER & SVR PANEL CHIMNEY EXISTING SOLAR POOL HEATER GABLE GABLE PCM RAIL (TYP) PV MODULE (TYP) DN 5/12 SHEET NO: PUBLISHED: SHEET NAME: DRAWN: CHECKED: SB AG ENLARGED VIEWING & HYPERLINKS: PRINT VERSION OF THIS PLAN PROVIDES MINIMUM INFORMATION NEEDED BY USERS. ELECTRONIC VERSION (EV) PROVIDES MAGNIFIED VIEWING UP TO 6400%. EV ALSO PROVIDES HYPERLINK ACCESS TO OEM MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION.EV MAY BE ACCESSED AT: WWW.GEZELMANPE.COM/PV/0292P.AS.Dorina_Delray_FL.dwg REVISIONS: 01 SCALE: N.T.S. IMAGERY MAY NOT CORRECTLY INDICATE CURRENT POTENTIAL SHADING OF PROPERTY. SITE INSTALLATION LOCATION (PARCEL) 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 AND EQUIPMENT 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 PROJECT MAY DIFFER, REFER TO OEM LITERATURE WHICH SHALL PREVAIL. CONTRACTOR RESPONSIBLE TO VERIFY THE FIT OF THIS ARRAY PRIOR TO INSTALLATION: THE SOLAR MODULE ARRAY SHOWN HERE IS BASED ON THE FIELD DATA PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL CONTACT THE ENGINEER IF THE ARRAY MAY NOT FIT AS PROJECTED. SATELLITE IMAGERY SHOWN MAY NOT CORRECTLY INDICATE POTENTIAL CURRENT SHADING OF PROPERTY. CONTRACTOR RESPONSIBLE TO VERIFY SUN EXPOSURE AND SHADING OF INSTALLATION PRIOR TO INSTALLATION! COPY RIGHT & INTELLECTUAL PROPERTY NOTICE THIS PLAN SET IS COPY RIGHT PROTECTED AND CONTAINS INTELLECTUAL PROPERTY WHICH BELONGS TO ALLEN GEZELMAN PE. ACCESS IS GIVEN TO THE INFORMATION HEREON SOLELY FOR THE PURPOSE OF COMPLETION OF THE PROJECT FOR WHICH IT IS INTENDED. NO OTHER USE MAY BE MADE OF THE INFORMATION, DRAWINGS, OR IDEAS HEREON WITHOUT THE EXPRESS , WRITTEN, PERMISSION OF ALLEN GEZELMAN PE 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 OR PROVISIONS 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/0292P.AS.DORINA_DELRAY_FL.PDF CONTACT DESIGN TEAM @ www.GezelmanPE.com ALLEN GEZELMAN 16502 HANNA RD. LUTZ, FLORIDA 33549 PH. 813 650 7246 FX. 866 397 9050 Allen@Gezelman PE.COM www.GezelmanPE.com I CERTIFY THAT THIS DESIGN & SPECIFICATIONS MEET THE CURRENT FLORIDA BUILDING CODE INSTALLATION OF A ROOF MOUNT RENEWABLE ENERGY SYSTEM THE DORINA RESIDENCE VULT: 170 MPH EXPOSURE: C RISK CATEGORY: II UPLIFT(PSF) : PZ1-30.6, PZ2-57.7, PZ3- N/A CODE VERIFY MODULE# LIGHTWAY SOLAR LW240W (29) DESIGNED PER: ASCE 7-10, FBC 2010 07 SCALE: NTS ELECTRICAL WIRE DIAGRAM AND CALCULATIONS WIND CONTRACTOR: LIC# CVC05664 LIC# CWC043077 2431 CRYSTAL DRIVE FT. MYERS, FL 33907 PH. 239.939.7446 FAX: 239.939.2946 03 SCALE: 1/8" = 1-0" IMAGERY MAY NOT CORRECTLY INDICATE CURRENT POTENTIAL SHADING OF PROPERTY. PARCEL - (AERIAL PHOTOGRAPH) AHJ: DELRAY BEACH, PARCEL ID# 12-42-46-25-02-002-0190 SITUS:4722 TREE FERN DR, DELRAY BEACH , FL33445 ELECTRICAL ENGINEERING CONSULTANT : BRUCE A. TOZIER, P.E. LIC # 67336 TOZIER ENGINEERING, INC. / 209 S. GLEN ARVEN AVE. TEMPLE TERRACE, FL 33617 OFF. (813) 988-3578 / CELL (813) 951-4727 FAX (813) 988-3578 [email protected] STRUCTURAL LOAD FROM EQUIP < 4PSF PRESSURE ZONES: HTTP://WWW.GEZELMANPE.COM/REFERENCE/WIND_US.PDF 06 SCALE: NTS 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. SOLAR RACKING SHALL RUN PERPENDICULAR TO ROOF FRAMING. THE HOLD DOWN ANCHORS SHALL BE OEM L-FEET ATTACHED INTO ROOF FRAMING BY 3-INCH LONG, MINIMUM 5/16-INCH DIAMETER CORROSION RESISTANT STEEL LAG BOLTS. HOLD-DOWNS SHALL BE SPACED CENTER-TO-CENTER NOT GREATER THAN (NGT) 6-FT IN PZ1, NGT 4-FT IN PZ2, NGT 2-FT IN PZ3. ADJUST SPACING +- TO HIT FRAMING. 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. PV MODULES SHALL BE CLAMPED TO RAILS AT EACH CROSSING POINT. 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 3/4/13 OWNER OF RECORD: U BATOVA KANALU 448, 696 65 PETROV CZECH REPUBLIC DURINA PAVEL & DURINOVA KATARINA 04 SCALE: NTS FOR MORE INFO ON PCM RACKING GO TO: http://gezelmanpe.com/PV/0203P.PCM10_US.pdf PCM RACKING COMPONENTS APPROVED UNDER THIS PERMIT RAILING PCM 2.5 X 0.75 RAILING 2.5 X 0.75 RAIL W/ CLAMP - L-SHAPED RAIL CLAMP ON STANDOFF STANDOFF W / BASE STANDOFF PV MODULE, MID CLAMP RAIL CLAMP 7" RAIL CLAMP 2.5" OR 3" PV MODULE , END CLAMP RAIL SPLICE GROUNDING CLIP INSTALLATION LOCATION 39'-5" 4'-0" INSTALLATION LOCATION METER & SRV PANEL

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Page 1: RENEWABLE ENERGY SYSTEMflorida building code the dorina residence installation of a roof mount renewable energy system vult: 170 mph exposure: c risk category: ii uplift(psf) : pz1-30.6,

PV MODULE

L FOOT BRACKETLENGTH AS NEEDED

MIN 516"-INCH CR ANCHOR3" EMBEDMENTRE: ENG. NOTES

SOLAR CLAMP SYSTEM

WATERPROOF WITH SONNOLASTIC NP-1 OR EQUAL POLYURETHANECAULK

SOLAR RAIL SYSTEM

EXISTING RAFTER

V.I

.F.

V.I

.F.

EXIST. SHEETING& MEMBRANE

ROOF TILEFLAT OR BARREL

32

'-0

"

60'-0"

4'-0" 4'-0"

PZ3

RIDGE

EAVE

#4722 - 1 STORY SFR

TILE ROOF SLOPE 5/12

(46) PV MODULES

PZ3

PZ3PZ3

PZ2 = 48"

PZ2 = 48"

PZ1

UTILITY METER& SVR PANEL

CHIMNEY

EXISTING SOLAR POOL HEATER

GA

BLE

GA

BLE

PCM RAIL (TYP)

PV MODULE (TYP)

DN

5/1

2

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN: CHECKED:SB AG

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REVISIONS:

01SCALE: N.T.S. IMAGERY MAY NOT CORRECTLY INDICATE CURRENT POTENTIAL SHADING OF PROPERTY.

SITE INSTALLATION LOCATION (PARCEL)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.

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 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/0292P.AS.DORINA_DELRAY_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 CURRENTFLORIDA BUILDING CODE

INS

TA

LLA

TIO

N O

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RO

OF

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UN

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VULT: 170 MPH

EXPOSURE: C

RISK CATEGORY: II

UPLIFT(PSF) : PZ1-30.6, PZ2-57.7, PZ3- N/A

CO

DE

VE

RIF

Y

MODULE# LIGHTWAY SOLAR LW240W (29)

DESIGNED PER: ASCE 7-10, FBC 2010

07SCALE: NTS

ELECTRICAL WIRE DIAGRAM AND CALCULATIONS

WIN

DCONTRACTOR:

LIC# CVC05664 LIC#CWC043077

2431 CRYSTAL DRIVEFT. MYERS, FL 33907

PH. 239.939.7446FAX: 239.939.2946

03SCALE: 1/8" = 1-0" IMAGERY MAY NOT CORRECTLY INDICATE CURRENT POTENTIAL SHADING OF PROPERTY.

PARCEL - (AERIAL PHOTOGRAPH)

AHJ: DELRAY BEACH, PARCEL ID# 12-42-46-25-02-002-0190

SIT

US

:47

22

TR

EE

FE

RN

DR

, D

ELR

AY

BE

AC

H ,

FL3

34

45

ELECTRICAL ENGINEERING CONSULTANT : BRUCE A. TOZIER, P.E. LIC # 67336

TOZIER ENGINEERING, INC. / 209 S. GLEN ARVEN AVE. TEMPLE TERRACE, FL 33617

OFF. (813) 988-3578 / CELL (813) 951-4727 FAX (813) 988-3578 [email protected]

STRUCTURAL LOAD FROM EQUIP < 4PSF

PRESSURE ZONES: HTTP://WWW.GEZELMANPE.COM/REFERENCE/WIND_US.PDF

06SCALE: NTS

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.

SOLAR RACKING SHALL RUN PERPENDICULAR TO ROOF FRAMING. THE HOLD DOWN ANCHORS SHALL BE OEM L-FEET ATTACHED INTO ROOF

FRAMING BY 3-INCH LONG, MINIMUM 5/16-INCH DIAMETER CORROSION RESISTANT STEEL LAG BOLTS. HOLD-DOWNS SHALL BE SPACED

CENTER-TO-CENTER NOT GREATER THAN (NGT) 6-FT IN PZ1, NGT 4-FT IN PZ2, NGT 2-FT IN PZ3. ADJUST SPACING +- TO HIT FRAMING.

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.

PV MODULES SHALL BE CLAMPED TO RAILS AT EACH CROSSING POINT. 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

3/4/13

OWNER OF RECORD:

U BATOVA KANALU 448, 696 65 PETROV CZECH REPUBLIC

DURINA PAVEL & DURINOVA KATARINA

04SCALE: NTS FOR MORE INFO ON PCM RACKING GO TO: http://gezelmanpe.com/PV/0203P.PCM10_US.pdf

PCM RACKING COMPONENTS APPROVED UNDER THIS PERMIT

RAILING PCM 2.5 X 0.75 RAILING 2.5 X 0.75 RAIL W/ CLAMP - L-SHAPED

RAIL CLAMP ON STANDOFF STANDOFF W / BASE STANDOFF

PV MODULE, MID CLAMP RAIL CLAMP 7" RAIL CLAMP 2.5" OR 3"

PV MODULE , END CLAMP RAIL SPLICE GROUNDING CLIP

INSTALLATION LOCATION

39'-5"4'-0"

INSTALLATION LOCATION

METER & SRV PANEL

Siggi
Snapshot
Page 2: RENEWABLE ENERGY SYSTEMflorida building code the dorina residence installation of a roof mount renewable energy system vult: 170 mph exposure: c risk category: ii uplift(psf) : pz1-30.6,