HomeMy WebLinkAboutPOOL PAPERWORKW, ]
Connect the smar 0eg"eg,
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"ItPOCiOn HyHrem SCANNED
VaCUUM Breaker BY
(HO-121) St. Lucie County
-------- --------
TO SOLAR
RETUr*,I
COLLECTOR
(07- (COOL) FRom SOLAR
COLLECTOR
(WARM)
Or
11ROOF SENSOR
Pressure Test Kit
(HC-PTK)
Used here to Pressure
test the system.
.................... - - ------------
Ball Valve (HC-5210) Ball Valve
(HC-521 0)
Three Way Valve
(HC-3344)
4EW.- PLUf
EXBStG IN
AUTO
CONTROL
(Optional)
VALVE CONTROLLER
POOLSENSOR
Install after
this point:
• Chlorinator
• Heater
• Other pool
accessories
(optional)
RN ;, b:066L
-1.1P.M. x
ZI
,
PIG 12.1
..... .
79
--
Page 1 of l
FLORIDA SOLAR ENERGY CENTER',
i C(eC(:n_fi FFI2r�� AHfebendr.Tcr
f
FSEC Collector Search
Instructions: FIII in as many values as desired to select partial or full listings and click on Show Selections.
FSEC Itl: ..__,___
1 Collector Type: , Select Collector Type
._.__._.._.__.._.__.... _......___._..____.._.,
Company: Hetiocol USA,Inc. ���'"•—"""' � �•
h.. _Stlotv,5elections„ _,I L.._3hpw in,Excel.�j ! __Ftesetjo Oefaull_ __j
Ratings Summary Of FSEC Certified Collectors
01/28/2013
Click on a FSEC Number to see the full page Collector report.
Thermal 'thermal Thermal
Collectors Glazing Absorber Gross PerfdimanC. Perfefmanee Performance
Area Low Intermediate Thermos,
Temperature Temperxtur@ Temperature ¢ Of ICS
Rating Ralin9 Rating
Company rjT,n, FSEC ,
Num N Sher No Tyye Ma[c_al Coat, It,Et §gL et./Day Btu/ft1 Btu/day Btu/ft1 Btu/Day Btu/0 Net LO55
H¢1i4c91 TC 30 Polypropylene Energy Loss
USA; InQff
c 29ELE C 0 Non¢ ith UV None 29.42 25000 850 97VO 330 0 stabllizatl9n 0
Hellocol Polypropylene
USA Inc TC 40 1100919 0 None with W None 41.41 35200 SSD 13700 330 0 stabilisation0
Heliocel Chromagen Tempered Copper tubes
USA, Inc. CA310 00093 1 low Iron welded a Selective 25.48 24400 960 193CG 750 5560 220
glass copperfins
Hellocol Tempered Capper tubes
USA, Inc. Alpha 32 00-229C 1 low Iron waided 10 Selective 31.98 30900 970 242CO 760 7000
glass Copper fins 220
�tleliocol Tempered Copper tubes
USA, Inc. Alpha 40 00230C 1 low Iron welded to SCIeCNye 40.05 38500 960 30100 750 6]00 91ass Copper fins 220
Hellocol PolypmPYlene
USA, Inc. TC 50 e7010 0 None with W None 48.6 41300 650 26100 330 0 stabilization 0
Hellocol Hellocol 38 000 Polypropylene
USA, Inc. Hellocol 0 None with W None 36.68 35100 960 22600 340 0 stabilization 0
Hellocol Polypropylene
USA, Inc, Helloc0140 00013 _ 0 None with Uv None 40."36900 960 140M 340 0
stabilization 0
lieliocol Poly
proPYlhoe
USA, Inc. Heliotol 50 98002 0 More with W None 48.23 46100 960 16500 340 0 stabllitatipn 0
Hellocol Sun Miser Polypropylene
USA, Inc. 40 80-179 0 None with UV slamlizatlpn None 40.68 38900 260 1400D 340 0 0
Heliocol sun Miser Polypropylene
USA, Inc. 50 00018C 0 None with UV None 48,23 46100 960 16500 340 0
stabilization
0
Heliecol Polypropylene
USA, Inc. Heli4C9130 Op0e1C O None with W None 29.1s 2790o 960 30000 340 0
=1,13U.tlon 0
ucf edu/step/collector_search?action=search&shoxv_options=l&dcbu... 1/23/2013
1. APPLICABLE CODE_20.17 FLORIDA BUILDING CODE (6TH.EDITION) &ASCE-7.10 MINIMUM DESIGN
LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE
(6TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
(SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 70 TO A MAXIMUM 27 0 (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT.
4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC.
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.
B. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES.
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017
ULTIMATE
Vm WIND
Vm WIND
Vm WIND
QUANTITY OF LAG
EMBEDMENT
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - CLAMPS
DEPTH REQ.
V"n (MPH)
ZONE 1(PSF)
ZONE 2 (PSF)
ZONE 3* (PSF)
PER COLLECTOR
110-160
22.4,-35.4
22.4,-61.7
22.4,-91.3*
(4)q"DIA. -(4)CLAMPS
2"xx
161-175
26.9 , -42.7
26.9 , -74.3
26.9 , 4099
(4) q" DIA. - (4) CLAMPS
3" **
- PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
- SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH
EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7.10 "MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 FLORIDA BUILDING CODE.
- EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50.
- MINIMUM V, WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF, PER ASCE 7-10 SECTION 30.2.2.
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS.
* INSTALLATION OF COLLECTORS MUST BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL
1— GABLE END BUILDING
ROOF WIND AREA ZONES
� O
9
HIP END
4
BUILDING ROOF
WIND AREA O
ZONES
/
--�
A'
V
--�
--�
TYPICAL COLLECTOR PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE -
HELIOCOL CLAMPS
(2 MINIMUM) TYP.
TYPICAL HELIOCOL CLAMP. REFER TO SCHEDULE
FOR BOLT SIZE PER DETAIL THIS SHEET
END CAP J - - - - - - - - -4'4" TYP.
TYPICAL MULTIPLE COLLECTOR ARRAY PLAN
HELIOCOL SHORT CLAMP 2'4"
O.C. TYP.
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG
CLAMP 2'-0" O.C.
TYP.
(2) 46 HEX
SCREWS - q"
LENGTH TYP
PER HELIOCOL
CLAMP
�- ROOF ASPHALT SHINGLE
6 OR SV METAL ROOF
TYP.
WOOD SHEATHING TYP
WOOD ROOF TRUSS TYP.
- 4' DIA. ST STL LAG
BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ.
TYP. EACH CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
TYP TOP - BOTTOM ASPHALT - METAL
SHINGLE CONNECTION DETAIL %4
HELIOCOL SHORT CLAMP
2'-0" O.C. TYP.
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG CLAMP
2'-0" O.C. TYP.
(2) #6 HEX SCREWS
- 4" LENGTH TYP PER
HELIOCOL CLAMP
CUT OUT OR REMOVE TILE TO INSTALL "LIFT K
ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL'
AFFECTED WITH APPROVED ROOF MATERIALS
DEPTH LABELED "X" IN THIS DETAIL
(2) #6 HEX SCREWS - y'
END CAP
LENGTH TYP PER CLAMP
"UMA SOLAR" LIFT KIT TYP PER CLAMP
HELIOCOL SHORT CLAMP T-0"
HELIOCOL
O.C. TYP.
COLLECTOR
HELIOCOL PANEL "
(
TYP
H3
RISER SYSTEM TYP. \ o
HELIOCOL--,
LONG CLAMP
T-0" O.C. s
TYP. \ `" WOOD
SHEATHING
FLAT OR
BARREL
HELIOCOL
TILE TYP-
AMMUM)
l' DIA. ST STL LAG BOLT - SEE
M
INI-TYP.
#2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH
ROOF TRUSS TYP. REQ. TYP. EACH CLAMP
OPTIONAL FLAT TILE - BARREL TILE
"LAMP TOP CONNECTION DETAIL%3
FOR C
REVIEWED BY
DATE —_I
m
MUST BE KEPT ON JOB OR
) INSPECTION WILL BE M
\i 3177 7307 R]
St.
)COL SHORT CLAMP
O.C. TYP.
HELIOCOL LONG CLAMP
2'-0" O.C. TYP.
(2) #6 HEX SCREWS
- y" LENGTH TYP PER
HELIOCOL CLAMP
WOOD ROOF
TRUSS TYP.
ROOF ASPHALT SHINGLES
OR 5V METAL ROOF
WOOD SHEATHING TYP J /
\ y" DIA. ST STL LAG
S.Y.P. 2X4 LOCATE BETWEEN J
BOLT - SEE SCH.
TRUSSES AND NAIL WITH
FOR EMBED. DEPTH
2-16D NAIL PATTERN AT EACH
REQ. TYP. EACH
END TO WOOD TRUSS
CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
OPTIONAL WOOD SPANNER OPTION
CONNECTION DETAIL
5
SCALE: 1"=V-0"
HC-2
WOOD SHEATHING TYP
ROOF ASPHALT
SHINGLES OR
5V METAL ROOF TYP.
y' DIA ST STL ALL-THRD ROD—/
UNISTRUIZ�ON
ALONG (�CLEC
W/ NUT -WASHERS MAX. T-0"
O.C: LOC ITE ALL NUTS TYP.
= k
ALL CONNECTIONS
=
LIMITED SPACE OPTION FOR UNALIGNED TRUSS ;
OPTIONAL ALL THREAD CONNECTION 04
DETAIL
L PROJECT:
DATE 2-12-18
DRAWN BY: ]AT
CHKD BY: JAT
REC. N0. # 29127
SCALE AS NOTED