+

EGC

-

A 1

+

-

A 2A 3A 4

A 5 A 6 A 7 A 8

B 1B 2B 3B 4

B 5 B 6 B 7 B 8

G

OPTIONAL:

NON FUSIBLE 600V / 30 AMP

DC DISCONNECT

FRONIUS PRIMO 3.8

DC

G

A G

AC

B

DC TERMINAL

INVERTER OUTPUT CIRCUIT

3 - #10 THWN-2 & # 8 GND IN 3/4" EMT

AMPACITY: 19.75 AMPS

IMAX: 15.80 AMPS

AC TERMINAL

150 AMP MLO

120/240v 10

SUB PANEL

60 AMP FUSED DISC.

W/40 AMP FUSES

SERVICE RATED

TO EXISTING

HOUSE METER,

LOAD SIDE

LA

#6 GEC to gnd rod

3 #6 THWN-2 & #8 GND,

IN 3/4" EMT

PV KWH

G

AMPACITY: 13.58 AMPS

IMAX: 10.89 AMPS

NEC 690.8 (A)(B)NEC 705.60

PV OUTPUT CIRCUIT, 4#10 THWN-2 & # 8 EGC

IN 3/4" FMC, LABLE PER NEC 690.31 (E)(3)

NEC 230.79 (D)

SOLAR MODULE AC250P/156-60S, FSEC# XL13-NT90-0107

PV SOURCE CIRCUIT,

MANUFACTURER PROVIDED CABLE ASSEMBLIES,

EQUIPPED W/ MC4 LOCKING CONNECTORS (TYP)

MANUFACTURER PROVIDED

MODULE JUNCTION BOX (TYP)

ROOF MOUNTED

J - BOX, NEMA 3 OR 4

LOCATED BENEATH PV MODULE (TYP)

HOME RUN "PV WIRE" (TYP)

#6 CU GND (TYP)

AT

TIC

IN

TE

RIO

R, E

XP

OS

ED

PV OUTPUT CIRCUIT, 4#10 THWN-2 & # 8 EGC

IN 3/4" EMT, LABLE PER NEC 690.31 (E)(3)

#6 GEC TO EXIST. GND ELECTRODE

GEC CONNECTED TO AC GROUNDING ELECTRODE

NEC 230.72, GROUP WITH EXIST. MSD

NEMA 4

NON FUSIBLE 240V / 30 AMP

AC DISCONNECT MOUNTED

OUTSIDE ON GARAGE WALL

BELMAR STR.

SINGLE FAMILYRESIDENCE

#311 ONE STORY

CARPORT

GARAGE

(E) UTILITY METER

(E)MAIN SERVICE(N) SERVICE DISCONNECT

(N) AC DISC.

PRO

PERT

Y LI

NE

+/- 3

8'-0

"

(N) SUB PANEL

(N) INVERTER(N) KWH METER

(N) BURRIED CONDUIT

ENLA

RGED

VIE

WIN

G &

HYP

ERLI

NKS

:PR

INT

VERS

ION

OF

THIS

PLA

N P

ROVI

DES

MIN

IMU

M IN

FORM

ATIO

N N

EEDE

D BY

USE

RS.

ELEC

TRO

NIC

VER

SIO

N (E

V) P

ROVI

DES

MAG

NIF

IED

VIEW

ING

UP

TO 6

400%

. EV

ALSO

PRO

VIDE

S HY

PERL

INK

ACCE

SS T

O O

EM M

ANU

ALS

AND

ABU

NDA

NT

OTH

ER S

UPP

LEM

ENTA

RY IN

FORM

ATIO

N.E

V M

AY B

EAC

CESS

ED A

T: W

WW

.CAD

VICE

.US/

SOLA

R.DO

/038

1P.G

S.Ga

rdne

r_La

kela

nd_F

L_R1

.dw

g

01

02

03

04

05

02

03 04

05

01 02

06

06

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN: CHECKED:SB AG

REVISIONS:

1 6/19/15REVIEW COMMENTS BLD15-01773FROM 5.26.2015

ALLEN GEZELMAN

16502 HANNA RD.

LUTZ, FLORIDA 33549

PH. 813 650 7246

FX. 866 397 9050

Allen@Gezelman PE.COM

www.GezelmanPE.com

NEC 2011

IN

ST

AL

LA

TIO

N O

F A

R

OO

F M

OU

NT

TH

E G

AR

DN

ER

R

ES

ID

EN

CE

SIT

US

: 3

11

E

B

EL

MA

R S

T, L

AK

EL

AN

D F

L 3

38

03

6/19/15

CONTRACTOR:

Guardian Solar LLC

2519 McMullen Booth Rd Ste

510-142 Clearwater, FL 33761

PH. 1-800-605-7211

CVC56709

Siggi Brocks

SCALE: 1" = 20'-0"

SITE PLAN - EQUIPMENT LOCATION

E BELMAR ST.

RESIDENCE

DRIV

E W

AYSO

LAR

ARRA

Y

PER NEC 690.56 (B) IN ACCORDANCE WITH NEC 110.21 (B)

PLAQUE -APPLY TO DISCONNECTS

CAUTIONPOWER TO THIS BUILDING IS SUPPLIED

FROM THE FOLLOWING SOURCESWITH DISCONNECTS AS SHOWN:

- 5"-

- 7"

-

SERVICE DISCONNECTUTILITY METERMAIN SERVICE PANEL

AC DISCONNECT

SUB PANEL

INVETER WITH DCDISCONNECT

1

1

FLANGE BOLT

PV MODULE

SERRATED L

ROOF MOUNT

LAG BOLT, RE NOTES

PV CLAMP

ASSEMBLY

WATER PROOFING

(FLASHING RECOMMENDED)

EXIST. ASP SHINGLES

SOLAR MOUNT RAIL

EXISTING

RAFTERS

EXIST. DECKING

PZ2 = 36" PZ2 = 36"

PZ2 = 36" PZ2 = 36"

PZ3

PZ3

PZ3

PZ3

PZ2

= 36

"

PZ2

= 36

"

DN 4/12 DN 4/12

#331,1 STORY GARAGE

ASP SHINGLE ROOFPITCH 4/12

PZ1

PZ2

= 36

"

PZ2

= 36

"

PZ1

3FT PERIMETER LINEPV MODULE

+/- 2

6'-0

" VI

F.

+/- 19'-0" VIF.

MO

UN

TIN

G RA

ILS

PZ3 PZ3

PZ3 PZ3

BOLT

PV MODULE

L - MOUNT

TYP. CLAMP W/ T-BOLT

EXIST. ROOF MEMBRANE

EXISTING TOP CHORD OF TRUSS / RAFTER

EXIST. ROOF SHEETING

C-C (RE: ENG NOTES)

RAFTER SPACING, C-C MAX. 24"

PV MODULE PV MODULE

SOLAR MOUNTING RAIL

LAG BOLT (RE:NOTES)

WATER PRROOFING/FLASHING

TYP. CLAMP W/ T-BOLT

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN: CHECKED:SB AG

ENLA

RGED

VIE

WIN

G &

HYP

ERLI

NKS

:PR

INT

VERS

ION

OF

THIS

PLA

N P

ROVI

DES

MIN

IMU

M IN

FORM

ATIO

N N

EEDE

D BY

USE

RS.

ELEC

TRO

NIC

VER

SIO

N (E

V) P

ROVI

DES

MAG

NIF

IED

VIEW

ING

UP

TO 6

400%

. EV

ALSO

PRO

VIDE

S HY

PERL

INK

ACCE

SS T

O O

EM M

ANU

ALS

AND

ABU

NDA

NT

OTH

ER S

UPP

LEM

ENTA

RY IN

FORM

ATIO

N.E

V M

AY B

EAC

CESS

ED A

T: W

WW

.GEZ

ELM

ANPE

.CO

M/P

V/03

81P.

GS.G

ardn

er_L

akel

and_

FL_R

1.dw

g

REVISIONS:

01

SCALE: N.T.S.

AERIAL PHOTO OF SITE LOOKING SOUTH

02

SCALE: 3"=1'-0"

TYP. ATTACHMENT 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.

CONTRACTOR RESPONSIBLE TO VERIFY THE FIT OF THIS ARRAY PRIOR TO INSTALLATION: THE SOLAR MODULE ARRAY SHOWN HERE IS BASEDON 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 TOVERIFY SUN EXPOSURE AND SHADING OF INSTALLATION PRIOR TO INSTALLATION!

C

OP

Y R

IG

HT

&

IN

TE

LLE

CT

UA

L P

RO

PE

RT

Y N

OT

IC

E

TH

IS P

LAN

SET

IS C

OPY

RIG

HT P

ROTE

CTED

AN

D CO

NTA

INS

INTE

LLEC

TUAL

PRO

PERT

Y W

HICH

BEL

ON

GS T

O A

LLEN

GEZ

ELM

AN P

E.

ACCE

SS IS

GIV

EN T

O T

HE IN

FORM

ATIO

N H

EREO

N S

OLE

LY F

OR

THE

PURP

OSE

OF

COM

PLET

ION

OF

THE

PRO

JECT

FO

R W

HICH

IT IS

INTE

NDE

D.

NO

OTH

ER U

SE M

AY B

E M

ADE

OF

THE

INFO

RMAT

ION

, DRA

WIN

GS, O

R ID

EAS

HERE

ON

WIT

HOU

T TH

E EX

PRES

S, W

RITT

EN, P

ERM

ISSI

ON

OF

ALLE

N G

EZEL

MAN

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

OWNER OF RECORD:

311 E BELMAR ST, LAKELAND FL 33803-2209

GARDNER RICHARD A

THIS PLAN IS ONLINE FOR REVIEW @CO

NTA

CT D

ESIG

N G

ROU

P @

ww

w.G

eze

lm

an

PE

.co

m

ALLEN GEZELMAN

16502 HANNA RD.

LUTZ, FLORIDA 33549

PH. 813 650 7246

FX. 866 397 9050

Allen@Gezelman PE.COM

www.GezelmanPE.com

FBC2010

IN

ST

AL

LA

TIO

N O

F A

R

OO

F M

OU

NT

TH

E G

AR

DN

ER

R

ES

ID

EN

CE

VULT: 140 MPH, VSAD 108 MPH

EXPOSURE: B

RISK CATEGORY: I

UPLIFT(PSF) : PZ1-17.9, PZ2-28.7, PZ3-46.6

CODE

VERI

FY

MODULE# AC-250P/156-60S FSEC #: XL13-NT90-0107

DESIGNED PER: ASCE 7-10, FBC 2010

06

SCALE: 1/4" = 1'-0"

SOLAR ARRAY ROOF LAYOUT WITH 16 PV MODULES

WIN

D

SCALE: NTS

PARCEL - (AHJ PROPERTY APPRAISER) SITE PLAN

POLK COUNTY, PARCEL ID# 24-28-19-233500-002150

SIT

US

: 3

11

E

B

EL

MA

R S

T, L

AK

EL

AN

D F

L 3

38

03

PRESSURE ZONES 2 = 3'-0" WIDE:

6/19/15

CONTRACTOR:

Guardian Solar LLC

2519 McMullen Booth Rd Ste

510-142 Clearwater, FL 33761

PH. 1-800-605-7211

CVC56709

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

05

SCALE: NTS

PV MODULE 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. 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 SOLAR MODULES SHALL BE THE NUMBER, MAKE AND MODEL LISTED.

THE HOLD DOWN ANCHORS SHALL BE (MINIMUM) 5/16TH INCH DIAMETER CORROSION RESISTANT STEEL. THESE

HOLD-DOWNS SHALL BE LAGS ACHIEVING 3-INCH THREAD EMBEDMENT IN TOP CORD OF TRUSSES.

PV ARRAY TO BE INSTALLED PRIMARILY WITHIN PZ1. MOUNTING RAILS SHALL BE ANCHORED INTO ROOF STRUCTURAL

FRAMING AT CENTER-TO-CENTER DISTANCES NOT TO EXCEED:

PZ1 = 6-FT C-C. PZ2 = 4-FT C-C. PZ3 = 2-FT C-C.

THERE SHALL BE TWO PIECES OF SPECIFIED RACKING UNDER EACH PV MODULE. 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.

Siggi Brocks

03

INSTALLATION LOCATION

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

PCM STANDARD MID CLAMP PCM NARROW MID CLAMP L-FOOT 2.5", 3" OR 7"

PV MODULE , END CLAMP RAIL SPLICE GROUNDING CLIP

PCM ROOF ANCHOR STAND OFF RAIL SPLICE / REINFORCEMENT SCALE: 3"=1'-0"

SCALE: 3" = 1'-0"

TYP. ATTACHMENT DETAIL - LONGITUDINAL SECTION

INSTALLATION LOCATION

(E) UTILITY METER

(N)DISCONNECT

(N)INVERTER

(N)BURRIED CONDUIT

1 6/19/15REVIEW COMMENTS BLD15-01773FROM 5.26.2015

1