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L 2 x 2 x 3/16"
(TYP.) AT EACH GSAS
CABLE JACK
18"
TYP. NEAREST PANEL POINT ON
BOTTOM CHORD
CONCENTRATED LOAD
OUTSIDE PANEL POINT
STEEL JOIST
(SEE PLAN)
EXISTING ROOF DECK
C10X20 FOR ENTIRE
LENGTH OF BOT. CHORD
OF EXIST. JST3/16"
TYP.
3 AT 12" O.C.
STAGGERED
EXIST STL. JOIST
TYP. GSAS
CABLE JACK
ASSEMBLY
L 2 x 2 x 3/16"
18"
TYP.
18"
TYP.
TYP. GSAS
CABLE JACK
ASSEMBLY
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 EJCDC C-700 (ENGINEERS JOINT
CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT) CURRENT ATTHE 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 VOID WITHOUT MY SIGNATURE & RAISED SEAL.THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN.
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 THEREQUIREMENTS OF THE CURRENTFLORIDA BUILDING CODE ANDNATIONAL ELECTRICAL CODE.
INS
TA
LLA
TIO
N O
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21
N.
Wo
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, F
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RO
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MO
UN
T
DESIGNED PER: ASCE 7-05,APPLICABLE CODE:
FLORIDA BUILDING CODE 2007 W/09 SUPP.EXPOSURE:
WIND LOAD:
BLDG. IP. CATEGORY:
120 MPHB
III
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.
THIS PLAN ADAPTS TO PLAN AS.1.3 STANDARD INSTALLATION PLAN AND PLUMBING AND PLAN DETAILS PROVIDED BY OTHERS
STRUCTURAL: GRAVITY LOAD FROM SOLAR EQUIPMENT LESS THAN _ PSFWIND FORCES:
ASCE 7 PRESSURE ZONE DIAGRAM (PAGE 5 AT 1ST LINK) MAY BE VIEWED AT THE FOLLOWING LINKS:
http://www.unirac.com/pdf/ii227.pdf http://www.unirac.com/pdf/ii206.pdf
4PZ1_15.9-PSF; PZ2_18.9-PSF; PZ3_18.9-PSF
OWNER:
VOLUSIA COUNTY FLORIDA
STETSON UNIVERSITY
AHJ:
1523 RIDGEWOOD AVE
HOLLY HILL, FL 32117
CVC 56690
CERTIFICATION#: 1983006A
FSEC CERTIFICATION#:MODULE:http://www.fsec.ucf.edu/EN/certification-testing/STcollectors/pool_ratings/tprpoolap.htm
HELICOIL - HC-50
98002
01SCALE: 1/8"=1'-0" - ROOF PLAN PROVIDED BY OTHERS
ROOF LAYOUT PLAN
FREE
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PR
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EC
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N:
TH
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IS A
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WN
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CO
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Y W
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Y.
CONTRACTER RESPONSIBLE TO VERIFY THE FIT OF THIS ARRAY PRIOR TOINSTALLATION: THE SOLAR MODULE ARRAY SHOWN HERE IS BASED ONTHE FIELD DATA PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALLCONTACT THE ENGINEER IF THE ARRAY MAY NOT FIT AS PROJECTED ANDCHANGES TO LOCATION AND STRINGS MAY BE NEEDED.
STETSON-HOLLIS POOL, SOLAR HEATER INSTALLATION NOTES:
1. THIS PLAN SPECIFIES THE REQUIREMENTS FOR INSTALLING A SOLAR POOL HEATING SYSTEM CONSISTING OF APPROXIMATELY
ONE HUNDRED, HELIOCOL 50, COLLECTORS (PANELS) ON THE FLAT ROOF BUILDING (ADJACENT TO THE STETSON UNIVERSITY
HOLLIS SWIMMING POOL) AND CONNECTING SOLAR POOL HEATING SYSTEM TO SWIMMING POOL PLUMBING.
2. HELIOCOL 50, FSEC-CERTIFIED PANELS
HTTP://WWW.FSEC.UCF.EDU/EN/CERTIFICATION-TESTING/STCOLLECTORS/POOL_RATINGS/TPRPOOLAP.HTM , SHALL BE
MOUNTED ON THE ROOF(S) AS INDICATED IN FIGURE 01
3. GRAVITY LOAD FROM THE SOLAR POOL HEATING SYSTEM IS NEGLIGABLE.
4. THE DESIGN WIND SPEED FOR THIS INSTALLATION IS 120-MPH, EXPOSURE CATEGORY “B”, BUILDING IMPORTANCE III. UPLIFT IS
THE ONLY WIND FORCE OF CONSEQUENCE. DESIGN WIND FORCES ON SOLAR ARE: 20-PSF. CALCULATED WIND FORCES ARE
PZ1_15.9-PSF; PZ2_18.9-PSF; PZ3_18.9-PSF. WIDTH OF PZ2 IS 8-FT. PZ3 (ROOF CORNER AREAS) ARE 8-FT SQUARE. SOUTH EAST
AND NORTH EAST ROOF CORNERS ARE TREATED AS PZ2 BECAUSE OF PARAPET HEIGHT AT THOSE LOCATIONS.
5. PANEL LAY OUT ON ROOF SHALL BE PER FIGURE 01
6. CONTROL PLUMBING SHALL BE PER FIGURE 01/P.10
7. PER FLORIDA MECHANICAL CODE, SOLAR POOL HEATING EQUIPMENT SHALL BE INSTALLED TO PREVENT DAMAGE FROM
FREEZING. METHODOLOGY MAY BE BY DRAINDOWN (MANUAL OR AUTOMATIC), OR BY RECIRCULATION, OR THRU USE OF
FREEZE PROTECTION BLEED VALVES, OR BY A COMBINATION OF THESE METHODS TO BE SELECTED BY OWNER & CONTRACTOR.
8. CONTRACTORS (BOTH SOLAR & ROOFING) SHALL ADHERE TO REQUIREMENTS OF FBC CHAPTER 15 (ROOFING) AND BEST
PRACTICES OF THE NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE THAT THE SOLAR INSTALLATION DOES NOT CAUSE
ROOF LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM “AGES”.
9. OWNER, AHJ, CONTRACTOR, AND OTHERS HAVING QUESTIONS MAY CONTACT ENGINEER OF RECORD DIRECTLY
- OFFICE: 813 909 1956; CELL: 813 650 7246; FAX: 866 397 9050; E-MAIL: [email protected]
SHEET NO:
PUBLISHED:
SHEET NAME:
DRAWN: CHECKED:SB AG
REVISIONS:
THIS PLAN IS ONLINE FOR REVIEW @:WWW.GEZELMANPE.COM/ST0109S_STETSON_DELAND_FL
C O N T A C T D E S I G N T E A MCONTACT @ WWW.GEZELMANPE.COM
CLICK HERE IF PDF VERSION OF THIS PLAN
03SCALE: N.T.S.
GSAS - CABLE JACK ASSEMBLY
CONTRACTOR:
WATERPROOFING OF SOLAR ROOFPENETRATIONS IS RESPONSIBILITY OFROOFING CONTRACTOR IN COORDINATIONWITH ROOFING SYSTEM MANUFACTURER.
05SCALE: N.T.S.
TYP. HC 50 PANEL 06
SCALE: N.T.S
ACTUAL ROOF PHOTOGRAPH07
SCALE: N.T.S
AERIAL PHOTOGRAPGH
INSTALLATION AREA
304 STAINLESS STEEL WIRE ROPE 3/16", 7X19,1000 FT REEL OR EQUAL.
SPECIFICATION AND LINK:HTTP://WWW.PAMBINAIMPEX.COM/SERVLET/DETAIL?NO=348
04SCALE: N.T.S. http://www.pambinaimpex.com/servlet/Detail?no=348
HOLD DOWN CABLE
STANDARD WEIGHT 3-INCH PIPE, PROVIDES ADEQUATE CLEARANCE TO SLIDE GSASCABLE JACK OVER FLASHED 2-INCH PIPE NIPPLE COMING UP FROM ROOF DECK.
CONTRACTOR SHALL SPRAY ALL THREADS, NUTS,NICKS, BARE STEEL W/ COLDGALVANIZING.
GENERAL CONCEPT OWNER/CONTRACTOR FABRICATE&SUBMIT FOR EOR APPROVAL.
02SCALE: 3/4" = 1'-0"
JOIST REINFORCEMENT
SYMBOL INDICATES TRUSSES TO RECEIVEADDITIONAL C- CHANNEL AS SHOWN ABOVE.
STRUCTURAL NOTES:
A. COORDINATE SPECIAL JOISTS LOCATIONS WITH SOLAR PANELS LOCATIONS AND FIELD CONDITIONS AS SHOWNON LAYOUT.
B. COORDINATE SPECIAL JOISTS MODIFICATIONS WITH JOISTS MANUFACTURER REQUIREMENTS. NOTIFY E.O.RIMMEDIATELY OF ANY CONFLICT OR DISCREPANCY.
C. STRUCTURAL STEEL AND WELDING SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITIONS OF:
“ALLOWABLE STRESS DESIGN (ASD), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)” AND “AMERICAN
WELDING SOCIETY (AWS)”.
D. WELDS NOT SPECIFIED SHALL BE FILLET WELD WITH THICKNESS EQUAL TO 1/16” LESS THE LEAST THICKMEMBER. ALL WELDS SHALL BE CLEANED AND PAINTED.
E. STRUCTURAL STEEL MEMBERS SHALL RECEIVE AT LEAST ONE COAT OF SHOP PRIMER PAINT AS PER THE STEEL
STRUCTURES PAINTING COUNCIL (SSPC). REFER TO OWNER FOR SPECIFICATIONS OF PREFERRED COLOR.
05
01
02
02
03
01
06
04
10
01
DISCHARGE TO POOL INTAKE FROM D.E. FILTERS
VACUUM RELIEF
01
01
02
04
11
05
07
THERMOMETER
03
04
05
SENSOR
BALL VALVE
06
07
08
09CHECK VALVE
3-WAY VALVE
WATER SENSOR
FILTER
08 09
10
PUMP
AUXILLARY HEATER
11
GENERAL NOTE: ALL OPTIONAL EXCEPT FOR # 08 & #09
ALL OPTIONAL EXCEPTFOR # 08 & #09
Ø 2" Ø 2-1/2" Ø 3"
Ø 4"
Ø 6"
Ø 6"
Ø 2"Ø 2-1/2"Ø 3"Ø
4"
Ø 4"
Ø 2" Ø 2"
Ø 2"
Ø 2"
Ø 2" Ø 2"
Ø 2"
Ø 2"
Ø 2"
SUPPLY
RETURN
DRAIN DOWN DIRECTION
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 EJCDC C-700 (ENGINEERS JOINT
CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT) CURRENT ATTHE 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 VOID WITHOUT MY SIGNATURE & RAISED SEAL.THIS PLAN MAY NOT BE PLACED ON FILE FOR PULLING MULTIPLE PERMITS.EACH PERMIT PULLED REQUIRES ITS OWN RAISED SEAL COPY OF THIS PLAN.
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 THEREQUIREMENTS OF THE CURRENTFLORIDA BUILDING CODE ANDNATIONAL ELECTRICAL CODE.
INS
TA
LLA
TIO
N O
F A
SO
LAR
TH
ER
MA
L S
YS
TE
M4
21
N.
Wo
od
lan
d B
lvd
. D
eLa
nd
, F
L 3
27
23
RO
OF
MO
UN
T
DESIGNED PER: ASCE 7-05,APPLICABLE CODE:
FLORIDA BUILDING CODE 2007 W/09 SUPP.EXPOSURE:
WIND LOAD:
BLDG. IP. CATEGORY:
120 MPHB
III
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.
THIS PLAN ADAPTS TO PLAN AS.1.3 STANDARD INSTALLATION PLAN AND PLUMBING AND PLAN DETAILS PROVIDED BY OTHERS
STRUCTURAL: GRAVITY LOAD FROM SOLAR EQUIPMENT LESS THAN _ PSFWIND FORCES:
ASCE 7 PRESSURE ZONE DIAGRAM (PAGE 5 AT 1ST LINK) MAY BE VIEWED AT THE FOLLOWING LINKS:
http://www.unirac.com/pdf/ii227.pdf http://www.unirac.com/pdf/ii206.pdf
4PZ1_15.9-PSF; PZ2_18.9-PSF; PZ3_18.9-PSF
OWNER:
VOLUSIA COUNTY FLORIDA
STETSON UNIVERSITY
AHJ:
CERTIFICATION#: 1983006A
FSEC CERTIFICATION#:MODULE:http://www.fsec.ucf.edu/EN/certification-testing/STcollectors/pool_ratings/tprpoolap.htm
HELICOIL - HC-50
98002
01SCALE: 1/8"=1'-0" - ROOF PLAN PROVIDED BY OTHERS
HYDRAULIC PLAN-SCHEMATIC
FREE
ZE
PR
OT
EC
TIO
N:
TH
IS D
ES
IGN
IN
CO
RP
OR
AT
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AU
TO
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Y.
EQUIPMENT LIST:
2- GOULDS/ MARLOW MODEL M4P1A22H5AOBCE SELF PRIMING COMMERCIAL PUMPS
208-3-60 / 20HP / 1800 RPM / TEFC PREMIUM EFFICIENCY PUMPS500 GPM @ 75 TDH
2- ELECTRIC WATER TO AIR POOL HEAT PUMPSBASES OF DESIGN AQUACAL MODEL SQ 155 OR APPROVED EQUAL208 -3-60
MOTOR OPERATED TRANSITION VALVES:2 - OR QUANTITY AS REQUIRED SHALL BE MANUFACTURED BY BELIMO - BFV'S OR BALL AS NEEDED
24 VOLT AC ACTUATOR MOTORS ,AND SWITCHES,
2-10 VOLT DC INPUTS SIGNALS- VALVE SEATS,SHAFTS,PLUG OR WAFER SELECTED FOR WATER SERVICE, VALVE BODY'S SHALL BEEPOXY COATED LUG OR FLANGE BODY CONFIGURATION, WEATHER PROOF COVERS FOR MOTOR ACTUATORS
LS - CONTROLS ( EXPANSION OF EXISTING ALC) I/O SCHEDULE WILL BE DEVELOPED AFTER FINAL DESIGN HAS BEENCOORDINATED AND SEQUENCE OF OPERATION DEVELOPED.
SHEET NO:
PUBLISHED:
SHEET NAME:
DRAWN: CHECKED:SB AG
REVISIONS:
THIS PLAN IS ONLINE FOR REVIEW @:WWW.GEZELMANPE.COM/ST0109S_STETSON_DELAND_FL
02SCALE: N.T.S.
HYDRAULICS SCHEMATIC
1523 RIDGEWOOD AVE
HOLLY HILL, FL 32117
CVC 56690
CONTRACTOR:
FILTER REMAINS IN PLACE
04SCALE: N.T.S
ACTUAL PHOTO - POOL EQUIPMENT03
SCALE: N.T.S
ACTUAL PHOTO - POOL
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EQUIPMENT RELOCATESFROM ...>
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MARLOW PUMPS 4SPC SERIES
SELF-PRIMING CENTRIFUGAL SWIMMING POOL PUMPS WITH INTEGRAL SUCTIONSTRAINER FOR USE ON LARGER COMMERCIAL POOL AND WATERPARKAPPLICATIONS.
HYDRAULIC NOTE:
SOLAR CONTRACTOR IS FREE TO ADD UMA-OEM FLOW & THERMAL EXPANSION CONTROL DEVICES OF CHOICE.
3/8" x 2 1/2" x 3 1/2" PL welded to pedestal
Cable Jack 6 1/2" AFF drill flange to accept cable attachement hardware
3/16x 7/19 304 SS wire rope
Flashing 2 to 3" above header
4 1/2" 3.5" Heliocol solar panel
header hgt
Insulation 3 3/4"
roof deck 2''
2" Schedule 40 Galvanized Pipe pedestal 1/2 SS flashing Draw band with worm gear take up
welded to 5" X 5" x 5/16 Base plate
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CABLE JACK ALTERNATE
