SOLAR HART TANK

7'-6"

8'-0"

3/14/2010 8:11:30 PM

PLACE OF FUTURE INSTALLATION

08SCALE: 3/8" = 1'-0"

COLLECTOR SUB FRAME INSTALLATION

01SCALE :N.T.S.

STREET VIEW02

SCALE :1" = +/- 40'-0"

ARIAL PHOTOGRAPH04

SCALE :N.T.S.

SAMPLE PHOTOGRAPH - 302 J SYSTEMN

09SCALE: N.T.S.

STORAGE TANK ATTACHMENT10

SCALE: N.T.S

COLLECTOR ATTACHMENT DETAIL11

SCALE: N.T.S.

TOP VIEW WD/ RUNNEER INSTALLATION

05SCALE :N.T.S.

ENGINEERING NOTES06

SCALE :N.T.S.

CLEARANCE REQUIREMENTS07

SCALE :N.T.S.

WD RUNNER INSTALLATION DETAIL 16" OR 24" OC.

UNISTRUT P1000T

FLASH AND SEAL ALL ROOF PENETRATIONS

EXISTING ROOF RAFTER OR TRUSS

ATTACH EXTRUSION TO OEM BOLTS

SOLAHART 1846 COLLECTOR MOUNTING EXTRUSION

ATTACH COLLECTOR W/ 2 CR SHEET MET. SCREWS

W/ OEM MOUNTING HARDWARE5/16" SS BOLT

SHEET NO:

PUBLISHED:

SHEET NAME:

DRAWN:

THIS IS A SINGLE SHEET PLAN

CHECKED:SB AG

0065_Miller_Clearwater_FL.dwg

COPY RIGHT & INTELLECTUAL PROPERTY NOTICE

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T/0065_Miller_Clearwater_FL.dwg

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

REVISIONS:

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 GEZELMAN

16502 HANNA RD.

LUTZ, FLORIDA 33549

PH. 813 650 7246

FX. 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.

INSTALLATION OF A

SOLAR THERMAL SYSTEM

1649 LONG BOW LN LARGO 33764

ROOF MOUNT

DESIGNED PER: ASCE 7-05,

APPLICABLE CODE:

FLORIDA BUILDING CODE 2007 W/09 SUPP.

EXPOSURE:

WIND LOAD:

BLDG. IP. CATEGORY:

123 MPH

B

II

STRUCTURAL: GRAVITY LOAD FROM SOLAR EQUIPMENT LESS THAN _ PSF

WIND 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

25

PZ1_18.9; PZ2_28.8; PZ3_47.9OWNER:

1649 LONG BOW LN, CLEARWATER FL 33764

MILLER, MITCHELL

AHJ:LARGO

UTILITY:N/A

LEGAL DESCRIPTION:PARCEL ID: 25-29-15-70200-100-0502

PINELLAS GROVES NE 1/4, S 150FT OF N 560FT OF LOT 5

& S 150FT OF N 560FT OF E 105FT MOL OF LOT 6

INCL PT R/W NOT VAC

SOLAR SYSTEM:

300 L (80GAL) 2 COLLECTOR - 1038 LB FULL

DIMENSIONS: 96" X 90"

SOLAHART 302J

SRCC #

300-2001016C

PLACE OF FUTURE INSTALLATION

INSTALLATION NOTES SOLAHART GRAVITY FLOW SOLAR DOMESTICWATER HEATERTHE DETAILS SPECIFIED ON THIS “PAPER” PLAN ARE CONSIDERED TO BETHE MINIMUM NEEDED BY AHJ (AUTHORITY HAVING JURISDICTION) ANDINSTALLERS.USERS ARE ENCOURAGED TO ACCESS EV (ELECTRONIC VERSION) OF THIS

PLAN WWW.GEZELMANPE.COM/ST/0065_MILLER_CLEARWATER_FL.PDF.ACTIVE HYPERLINKS ON EV PROVIDE EASY ACCESS TO SUPPLEMENTALINFORMATION. EV ALSO ALLOWS VIEWER TO STUDY THE PLAN AND OEMDETAILS AT MAGNIFICATIONS OF VIEWER CHOICE UP TO 6400%. IF A

CONFLICT SHOULD OCCUR BETWEEN A DETAIL AND/OR SPECIFICATIONHEREON AND AN OEM PROVISION, OEM SHALL PREVAIL. OEMINFORMATION MAY BE ACCESSED:

HTTP://WWW.SOLAHART.COM/SOLAHART-FOR-PROFESSIONALS/TECHNICAL-INFORMATION.ASPX

HEATING PROCESS - THIS IS A CLOSED LOOP SYSTEM USING A HEATEXCHANGER IN THE TANK AND FOOD GRADE ANTI-FREEZE AS THE HEATTRANSFER FLUID. IT ALSO INCORPORATES A GRAVITY FLOW DESIGN WITHTHE TANK LOCATED ABOVE THE COLLECTORS. COLDER HEAT TRANSFERFLUID IS DENSER THAN WARM. IT SETTLES AND ENTERS THE BOTTOM OFTHE COLLECTORS. AS THE SUN, STRIKES THE COLLECTORS THE TRANSFERFLUID HEATS AND RISES ENTERING THE STORAGE TANK WHERE IT CAUSESCOLDER TRANSFER FLUID TO DROP INTO THE BOTTOM OF THECOLLECTORS IN A CONTINUOUS PROCESS SO LONG AS THE SUN ISSHINING.STRUCTURAL LOADING - THIS SYSTEM IMPOSES LESS THAN 18-PSFGRAVITY LOADING UPON THE ROOF FRAMING - WHICH IS WITHINALLOWABLE LIMITS. CONTRACTOR IS DIRECTED TO PLACE THE TANK ASCLOSE TO THE RIDGE AS POSSIBLE. PZ2 WIDTH IS 3 FEET. WIND LOADPOSITIVE PRESSURE IS NEGLIGIBLE. WIND UPLIFT LOADS ARE: PZ1_-17;PZ2_-28.8 PSF; PZ3_-47.9 PSF.

LOCATE COLLECTOR AS HIGH ON ROOFAS POSSIBLE

POSITION UNISTRUT OVER ROOF FRAMING, FASTEN

THRU WATER PROOFING W/ 516 X 3" SS LAGS

UNISTRUT P1000T HG

CHANNEL NUT

UNISTRUT P1000T HG

UNISTRUT P1000T HG

HTTP://WWW.UNISTRUT.COM/