12'-0"12'-0"

26'-0" 26'-0" 26'-0"

26

'-0

"6

'-0

3 4"

6'-

03 4"

12'-712" 12'-71

2"

78'-0"

38

'-1

1 2"

103'-234"

4'-0" 4'-0" 4'-0" 858"

1'-5"1'-5"

4'-0"4'-0"858"

1'-5"

12" HORIZONTAL Z - PURLIN

12" HORIZONTAL Z - PURLIN

Ø8" VSP

CL CL CL CL

C LC L

8" C- CHANNEL @ 15° TILT (TYP)

PV MODULE 26X65 (TYP)2'-

11 2"

POND

PARKING

+/-7'-0" CL

CONC. WALK

+/-65°

#A1 #A2 #A3 #A4A

B #B1 #B2 #B3 #B4

+/-

30

'-0

"

#A3

C L

TO

#A

3 A

DJ

AS

NE

ED

ED

GSAS CLAMP (TYP)

APPROX. POSITION OF LIGHT POLE

C1 C2 C3 C4 C5 C6 C7 C8 C9

C10 C11

C12 C13 C14 C15 C16 C17 C18 C19

R1

R2

R3

R4

R5

R6

R7

R8

R9

R10

R11

R12

R13

R14

R15

R16

R17

R18

23'-0" 29'-0"

MOVED COLOMUN LOCATION

DIAGONAL BRACING EA. ENDCANTILEVERED Z PURLIN

26'-0"

CL CL

+/-

11

'-0

" A

DJ.

HG

T A

S N

EE

DE

D

4'-

0"

≈2

'-6

"

≈1

2'-

10

"

≈1

5°

≈39'-812"

6'-2"26'-0"6'-2"

PV MODULE

GSAS CLAMP (TYP)

RAFTE R, C-CHANNEL

VERTICAL SUPPORT PIPE

HRZ SUPPORT, Z-BEAM

(3) U-BOLT & HARDWARE

FOUNDATION DESIGN BY CHANCE ATLAS THRU FOUNDATION CONTRACTOR IAW DRIGGERS ENGINEERING SPT TEST REPORT ”

Δ H

GT

7'-

0"

2'-2"

EXTENSION C10, C11

FINISHED GRADE

DIAGONAL BRACING EA. ENDCANTILEVERED Z PURLIN

TRIPLE 5/8" U-BOLT & HARDWARE

VERTICAL SUPPORT PIPE

HRZ SUPPORT, ZEE PURLIN

12" NUTS, BOLTS & WASHER

RAFTER, C-CHANNEL

PV MODULE

GSAS CLAMP& STAR WASHER

CRS TEK SCREW 1 4" - 20

PROVIDE COL. CAP,TO PREVENT WATER ENTRY

GASKETED WASHER OR ALTERNATE

2"x 2" 12GA HDG WASHER

CONNECTION REINFORCEMENT

CONNECTOR

2"x 2" 12GA HDG WASHER EACH END OF 4 BOLTS

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN: CHECKED:SB AG

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REVISIONS:

01SCALE: NTS

SITE INSTALLATION LOCATIONSCALE: NTS

SITE PHOTO

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!

C

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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. 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/0321P11.SSO_SPC_STPETERSBURG_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

I CERTIFY THAT THIS DESIGN &SPECIFICATIONS MEET THE CURRENTFLORIDA BUILDING CODE

VULT 155_MPH, VASD 120.1_MPH, EXPOSURE: B, RISK CATEGORY: III

CO

DE

VE

RIF

Y

MODULE# ANY FSEC APPROVED PV MODULE

DESIGNED PER: ASCE 7-10, FBC 2010

CONTRACTOR:

PINELLAS COUNTY, PARCEL ID# 21-30-15-00000-110-0100

INST

ALL

AT

ION

OF

A G

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77

2

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

11.17.2013

OWNER OF RECORD:

PO BOX 13489, ST PETERSBURG FL 33733-3489

ST PETERSBURG JR COLLEGE BD OF TRUSTEES

05SCALE: 1/8"" = 1'-0"

SITE LAYOUT INSTALLATION PLAN, 344 PV MODULES W/ 19 COL E/W AND 18 ROWS N/S

STRUCTURAL INSTALLATION NOTES (ELECTRICAL DESIGN BY OTHERS):SPC SEMINOLE CAMPUS 50 KW PV GROUND MOUNTSOLAR CONTRACTOR SHALL POSITION ARRAY IN GENERAL AREA INDICATED IN DRAWING FIGURE HEREON. LONG AXIS OF ARRAYSHALL PARALLEL CENTER LINE OF SEWER BETWEEN TWO MANHOLES WITHIN INSTALLATION AREA. GROUND-PENETRATINGRADAR INDICATES NOTHING OTHER THAN SEWER WITHIN INSTALLATION AREA.FOUNDATION CONTRACTOR SHALL INSTALL 8 FOUNDATIONS WITH 8-INCH DIAMETER VSP (VERTICAL SUPPORT PIPES) PERDRAWING HEREON AND LOCATION COORDINATION WITH SOLAR CONTRACTOR. FOUNDATION DESIGN SHALL BE PER CHANCEATLAS RECOMMENDATIONS IAW (IN ACCORDANCE WITH) DRIGGERS ENGINEERING TEST REPORT FROM STANDARDPENETRATION TESTING PERFORMED 2013 OCTOBER 28. SAID TESTING PROVED DENSE SAND FROM GRADE TO A DEPTH OF ATLEAST 25-FT WITH BLOW COUNTS IN THE HIGH 30S.

ABOVE GRADE SOLAR CONSTRUCTION SHALL USE 8-INCH DIAMETER, SCHEDULE 40, GALVANIZED STEEL PIPE AS VSP (VERTICALSUPORT PIPE). VSPS SHALL BE GROUT BONDED TO HPM (HELICAL PULLDOWN MICROPILE) FOUNDATIONS. 3-FOOT DEEP GROUTCOLLAR, 14-INCHES IN DIAMETER SHALL EXTEND DOWNWARD FROM GRADE TO BOTTOM OF GROUT RESERVOIR. HPM SHALLEXTEND DOWNWARD TO BOTTOM HELIX WHICH SHALL BE MINIMUM OF 10-FT BELOW GRADE.EAST-WEST MAIN FRAMING SHALL BE GALVANIZED STEEL, 12-GAGE, 12-INCH, Z-PURLINS SUPPLIED BY ALLSTEEL BUILDINGS OFGIBSONTON, FL. NORTH-SOUTH RAILS SHALL BE 8-INCH C-CHANNELS, SAME SOURCE, SAME SPECIFICATION. UNLESS OTHERWISE

NOTED OR SPECIFIED, ALL STRUCTURAL MOUNTING HARDWARE, NUTS, BOLTS, WASHERS TO BE 12".

ALL FASTENERS, BOLTS, NUTS WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL”.U-BOLTS SHALL BE TORQUED TO 100-FT POUNDS”.

PV MODULES SHALL ATTACH TO RAILS USING GSAS MID-CLAMPS & 1/4-20 TEK CRS (CORROSION RESISTANT STEEL)CONSTRUCTION FASTENERS. STAINLESS STEEL OUTSIDE STAR WASHERS SHALL BE INSERTED BETWEEN GSAS MID-CLAMP ANDMODULES TO ENSURE ELECTRICAL BONDING OF ALL COMPONENTS. CONTRACTOR IS FREE TO USE END CLAMP OF HIS CHOICESUBJECT TO EOR (ENGINEER OF RECORD) APPROVAL.

SPC REVIEW COMMENTS AVAILABLE@ WWW.GEZELMANPE.COM/PV/0321P11.SSO_SPC_STPETERSBURG_FL.PDF , PAGE 3

EOR AVAILABLE FOR QUESTIONS: 813 909 1956 ALLEN@GEZELMANPE.COM

10840 ENDEAVOUR WAYLARGO, FL 33777

PH. 800 329 1301CVC 056646

INSTALLATION LOCATION INSTALLATION LOCATION

04SCALE: 1" = 1'-0"

STRUCTURAL MEMBER CONNECTION DETAIL

MAX PV ARRAY: UPLIFT (NEGATIVE) 89.8 KIPSSLIDING 23.2 KIPS, OVERTURNING 179.6 KIP FT, HEIGHT 0-15 FT

STRUCTURAL STEEL MEMBERS BOM

STRUCTURAL MEMBER DESCRIPTION QUANTITY

VERTICAL SUPPORT PIPE Ø8" GALV SCHED 40 PIPE4PCS 11-FT, 4PCS 4-FT +BELOW GRADEPER CHANCE ATLAS

HORIZONTAL SUPPORT BEAM 12" ZEE PURLINS 12 GA 40 FT 6 PCS LAPPED LENGTH 102-FT

RAFTERS 15 DEG TILT 8" C-CHANNEL 12 GA, LENGTH ≈ 40 FT 17 COL X 2 = 34 RAFTERS @≈40 FT

EXTENDED RAFTERS 15 DEG TILT 8" C-CHANNEL 12 GA, LENGTH ≈ 42 FT 2 COL X 2 = 4 RAFTERS @≈ 42 FT

03SCALE: 1/4" = 1'-0"

CROSS SECTION THROUGH ARRAY

INSTALLATION LOCATION

GSAS SOLAR CLAMP, MID FIELD

S.S. ELECTRICAL BONDING 'STAR' WASHER

0203SCALE: NTS

PARCEL - PROPERTY APPRAISER

PV21

A

PV21

B

PV21

A

WIN

D

1

1

1

A S B U I L T

DIAGONAL BRACING EA. END OF CANTILEVERED Z PURLINVSP RAIN SHIELD

ADJ HGTBRACE

RAIN SHIELD

1:7

LeadDisplacement

Plate

SS (Square Shaft)Extension

Reservoir

Neat CementGrout

(Very Flowable)

ExtensionDisplacement

Plate

Gout

Standard

R R

R

HELICAL PULLDOWN MICROPILE

®

SEE CHART

TYPICAL UNCASED APPLICATION

HELICAL PULLDOWN MICROPILE®

Lead Section

SHAFTMATERIAL

HELIXSTEELGRADE

LEAD SECTIONS

18" MIN.(SEE NOTE 10)

TORQUE RATING (FT-LB)

1/14/26/05KSH

SC B

1:2.5

R R

R

SEE CHART

DISPLACEMENT PLATES FOR UN-CASED GROUT COLUMNS

1/18/10/04KSH

SB CSA150-0330

PLATESDISPLACEMENT

3.5

00

1.2

50

1.2

50

2.500

6.0

00

Ø0.500

12 GA

10

.00

0

18.000

10

.00

0

9.250

0.6

25

0.750

2.3

44

2.6

56

2.6

56

2.3

44

2.0

31

2.0

31

2.0

31

2.0

31

4.375

12 GA

Ø0.625

2.000

2.0

00

Ø8" VSP ABV GRADE HGT VARIES

36

.00

2GRADE

Ø16" PILE CAP,5000 PSI NON-SHRINKING GROUT

CHANCE HPM HELICAL PULLDOWNMICROPILE

BOTTOM HELIXMIN. 10 FT BELOW GRADE

14.000

HPM

SQUARE SHAFT HPM

Ø8" VSP

VSP - HPM GROUTBOND REINFORCEMENT

(2) #4 REBARS

#3 STIRRUPS @ 6" C-C

Ø8" VSP

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN: CHECKED:SB AG

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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.

C

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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. 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/0321P11.SSO_SPC_STPETERSBURG_FL.PDF

CO

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AC

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AM

@

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E.c

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ALLEN GEZELMAN16502 HANNA RD.LUTZ, FLORIDA 33549

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

I CERTIFY THAT THIS DESIGN &SPECIFICATIONS MEET THE CURRENTFLORIDA BUILDING CODE

CONTRACTOR:

INST

ALL

AT

ION

OF

A G

RO

UN

D M

OU

NT

-AS

BU

ILT

RE

NE

WA

BLE

EN

ER

GY

SY

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M

ST P

ET

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BU

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CO

LLE

GE

SIT

US

: 9

20

0 1

13

TH

ST

SE

MIN

OLE

33

77

2

11.11.2013

OWNER OF RECORD:

PO BOX 13489, ST PETERSBURG FL 33733-3489

ST PETERSBURG JR COLLEGE BD OF TRUSTEES

ASCALE: NTS

FOUNDATION: CHANCE ATLAS HELICAL PULLDOWN MICROPILES

10840 ENDEAVOUR WAYLARGO, FL 33777

PH. 800 329 1301CVC 056646

B SCALE: 1-1/2" = 1'-0"

STRUCTURAL MEMBER CONNECTION DETAIL

SCALE: 1:2

"C" CHANNEL TO "Z" PURLIN CONNECTOR

SCALE: 3"=1'-0"

"Z" PURLIN TO VSP REINFORCEMENT PLATE

SCALE: 1:2

2" X 2" WASHER

SCALE: 3/4"= 1'-0"

FOUNDATION PILE CAP DETAIL

1

A S B U I L T