SOLAR COLLECTORS

DIRECT "D"SYSTEM

80/120 GALLON SYSTEMS

PHOTO-VOLTAIC PUMP

COLLECTOR SENSOR

AV

HOT WATER OUTLET COLD WATER INLET

SHUT OFF VALVE

BACKUP ELECTRIC ELEMENT

TANK SENSOR

DIFFERENTIAL CONTROL

PRV

SOLAR LOOP DRAIN

TANK DRAIN

ISOLATION VALVE

MOTORIZED BALL VALVE

EXPANSION TANK

TPR

STORAGE TANK

PRV

TPR

AV

I-WYD

SOLAR LOOP DRAIN

DIP TUBE

ET

ET

COLLECTOR

J-BOLT RE: NOTES

EXIST. TILE

SPANNER RAFTER

INSTALLATION OF A SOLAR WATER HEATING

SYSTEM WITH A ROOF TOP COLLECTOR

SCOPE OF WORK: WIND LOAD: ACTUAL WINDPRESSURE ON SUBJECT INSTALLATION: UPLIFT -30.6 PSF

VULT: 175MPH, EXPOSURE: C, INSTALL IN PZ1

GRAVITY LOAD LESS THAN 160#

SOLAR SYSTEM COLLECTOR:

MODEL: SHC - 40, FSEC APPROVAL # 00333N

02

SCALE: 3/32" = 1'-0"

ROOF LAYOUT PLAN

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PUBLISHED:

SHEET NAME:

ALLEN GEZELMAN

16502 HANNA RD.

LUTZ, FLORIDA 33549

PH. 813 650 7246

Allen@Gezelman PE.COM

www.GezelmanPE.com

DRAWN:

01

SCALE: N.T.S.

PLUMBING DIAGRAM - SCHEMATIC

A.1.3

FIG 02

APPLICABLE CODE:

2010 FLORIDA BUILDING CODE, ASCE 7-10

OWNER OF RECORD:

ROBERT PINO &W TANYIA

5940 SW 116 ST, MIAMI, FL33156-5037

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SOLAR UNIT (THERMAL OR PV) WIND FORCESSOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE BUIDING ENVELOPE LIKE A WINDOW, DOOR, SKYLIGHT, OR BIPV. SOLAR UNITS SHALL BE MOUNTED ABOVE ROOF SURFACE LIKE AN ACCONDENSER. THEREFORE, SOLAR UNITS THUS INSTALLED DO NOT REQUIRE A PRESSURE RATING AS DO ENVELOPE COMPONENTS SUCH AS WINDOWS, DOORS, & SKYLIGHTS. SOLAR UNITS SHALL BE MOUNTEDVERY CLOSE TO THE ROOF SURFACE. THIS PROVIDES PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGE IN THE LOADS ON THEROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP. HOWEVER, THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE INTERNAL WINDPRESSURES AND THE SOLAR UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN TRANSFERRED TO THE ROOF FRAMING THRU THE SOLAR ATTACHMENT HARDWARE. WINDCALCULATIONS LINK HERE: HTTP://WWW.GEZELMANPE.COM/GENERIC/2010FBC_WINDCALCS.HTM

GENRAL NOTE:ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDASOLAR ENERGY CENTER AND BEAR ITS CERTIFICATION LABEL. THE COLLECTORS LISTED ON THIS PLAN COMPLY WITHTHOSE REQUIREMENTS. FURTHER INFORMATION MAY BE ACCESSED ON LINE AT:HTTP://WWW.FSEC.UCF.EDU/EN/INDUSTRY/TESTING/STCOLLECTORS/HOT_WATER_RATINGS/INDEX.HTM

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EJCDC C-700

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

VOID WITHOUT RAISED OR ELECTRONIC SEAL, MAY NOT BE USED FOR PLANS ON FILE,

EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL

PAPER COPY OF THIS PLAN

03

SCALE: NTS

SITE PLAN

PROJECT: 5940 SW 116 ST ,CORAL GABLES, FL 33156-5037 FOLIO #03-5012-030-0220

SOLAR DOMESTIC HOT WATER SYSTEM INSTALLATION NOTES:

THIS IS A SINGLE-SHEET PLAN WHICH PROVIDES ROOF STRUCTURAL MOUNTING & STANDARD (DIRECT) PLUMBINGDETAILS.THIS PLAN APPLIES ONLY TO AN INSTALLATION IN ROOF PRESSURE ZONE 1 (PZ1) AS SHOWN ON THIS PLAN SHEET.CONTRACTOR SHALL CORROSION RESISTANT STEEL, J-BOLTS. INSTALLED BY DRILLING UP THRU ROOF BESIDE ROOFRAFTERS TO INSURE ACCURATE POSITIONING. USE DRIVEN STAPLE TO HOLD J-BOLTS IN PLACE DURING WORKPROCESS. SAW OUT SUFFICIENT TILE AT EACH J-BOLT LOCATION TO CENTER A 1-INCH GALVANIZED PLUMBINGFLOOR FLANGE ON EACH J-BOLT. BEFORE DOING SO, CLEAN AREA TO ENSURE GOOD BONDING OF CHEM-LINK M-1ROOF SEALANT TO ROOF MEMBRANE. SQUIRT M-1 AROUND EACH J-BOLT WHERE IT COMES UP FROM ROOF.INSTALL A 3/8-INCH HOT DIP GALVANIZED FENDER WASHER, LOCK WASHER AND NUT TO SECURE EACH J-BOLT.THEN, ON EACH J-BOLT, INSTALL 1-INCH DIAMETER, GALVANIZED STEEL FLOOR FLANGE, & SCHEDULE 80-PVC PIPENIPPLE OF SUFFICIENT LENGTH TO HOLD COLLECTOR JUST ABOVE THE TOP OF ROOF TILES.FILL PIPE NIPPLES WITH CHEM-LINK M-1 SEALANT.FINALLY, INSTALL COLLECTOR ON J-BOLTS AND PIPE NIPPLES USING OEM FLUSH MOUNT SYSTEM.PIPES AND LOW-VOLTAGE SENSOR WIRE TO BE INSTALLED USING OEM FLASHINGS - INCLUDING “COOLIEHAT” FOR EACH PIPE AND UPSIDE-DOWN J-FITTING FOR LOW-VOLTAGE SENSOR WIRE.CONTRACTOR SHALL NEATLY FILL IN CUT OUT TILES WITH SAND-CEMENT MIX OR OTHER PRODUCT APPROVED BYAHJ. THEN PAINT TO MATCH ROOF.

J-BOLT SPECIFICATION FOR SDHW (SOLAR DOMESTIC HOT WATER) COLLECTOR(S)COLLECTOR ORIENTATION IS PREFERRED TO BE LONG AXIS PORTRAIT. HOWEVER, LANDSCAPE SHALL BE PERMITTED. J-BOLTS SHALL BE CRS (CORROSION RESISTANT STEEL). J-BOLTS SHALL BE 3 8" DIAMETER

ADDITIONAL RE-INFORCEMENT REQUIERED :SPANNER & J-BOLT INSTALLATION OF SDHW (SOLAR DOMESTIC HOT WATER) COLLECTOR(S)

SPANNER SHALL BE IN ATTIC, 2” BY 4” (NOMINAL, MINIMUM, COMMON) LUMBER INSTALLED APPROXIMATELY (+-)PERPENDICULAR TO ROOF FRAMING . SPANNER SHALL EXTEND MINIMUM OF 4-INCHES BEYOND ROOF FRAMING TO EACH SIDE OF J-BOLT LONG DIMENSION OF SPANNER CROSS SECTION SHALL BE PERPENDICULAR TO ROOF SHEETING & PARALLEL

WITH J-BOLT SHAFT - SEE DRAWINGS.

CONTRACTOR SHALL INSTALL SOLAR COLLECTORS PERPENDICULAR TO ROOF FRAMING & SHALL ATTACH TO EACH FRAMINGMEMBER CROSSED BY LAGGING OR J-BOLT. CONTRACTOR MAY USE SPANNERS TO REDUCE NUMBER OF ROOF PENETRATIONSTO MINIMUM OF FOUR PER COLLECTOR WHILE STILL TRANSFERRING LOADS TO ALL FRAMING MEMBERS CROSSED.

CONTRACTOR SHALL INSTALL SOLAR COLLECTORS IN THE GENERAL AREA OF ROOF PRESSURE ZONE 1 INDICATED ON ROOFLAYOUT PLAN (FIGURE 02). EOR DISPUTES AHJ PLAN REVIEW DIRECTIVE TO DESIGNATE EXACT COLLECTOR LOCATION(S),BECAUSE THERE ARE TOO MANY VARIABLES SUCH AS ROOF VENTS, DUCT WORK AND OTHER ATTIC OBSTRUCTIONS WHICHCAN ONLY BE OPTIMIZED ON-SITE. THE EXACT COLLECTOR LOCATION(S) SHALL REMAIN A CONTRACTOR DECISION, BECAUSECONTRACTOR IS ON-SITE AND BEST ABLE TO MAKE OPTIMAL DECISION IN THIS REGARD.

ONE-INCH PIPE NIPPLE AND GALVANIZED FLANGE SERVE DUAL-PURPOSE AS BOTH

STRUCTURAL SUPPORT AND ROOF SEALANT FILLED PITCH-POCKET. CONTRACTOR SHALL FILL NIPPLE WITH

CHENM-LINK M-1 OR EQUAL APPROVED POLYURETHANE ROOF SEALANT AS SHOWN IN ADJACENT PHOTOS.

C:\Users\Siggi\MySolar\0138P_Arais_Miami_FL\thomas 046.JPG C:\Users\Siggi\MySolar\0138P_Arais_Miami_FL\thomas 045.JPG

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

SPANNER & J-BOLT E/W SECTION DETAIL

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

N/S SECTION DETAIL

1

1

1

1

1

TYP. FLUSH MOUNT MOUNTING BRACKET