HomeMy WebLinkAboutPHOTOVOLTAIC OPERATED SYSTEMi
N.'s.1 Ma
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How It works:
Direct Open S
Phwovoltaic Operated System
The direct pumped system has one or more solar
energy collectors installed oil the roof and a storage
tank somewhere below, usually in a garage or utility
room. A pump circulates the water frorn the tank
LIP To the collector and back again. This is called a
direct (or open loop) system because the suns heat
is transferred directly to the potable water circulating
through tl le collector tubing and storage lank; no anti-
freeze solution or heat exchanger is involved.
This system has a photovoltaic cell that senses when
There is enough solar insolatlon available to heat tiie
home's hot rva ter. The PV cell powers a X pump
avhich circulates the water from the storage tank to the
solar collector.
A slush -type freeze protection; valve installed near
the collector provides freeze protection- Whenever
temperatures approach freezing, the valve opens to
let swarm !ureter flow through the collectorThe collector
also allows for manual draining by closing the isolation
valves (located above the storage tank) and opening
the drain valves.
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SOLENE COLLECTOR GENERAI_.__)TES:
1. APPUICABL'E LODE: 2017 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
rESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
BUILDING NOT TO EXCEED 30'-0" ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE.
4.EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) ST STEEL CARRIAGE BOLT PER
CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) 8" DIA. A276 STAINLESS STEEL
LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT.
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 SOLENE INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.
8. SOLENE COLLECTOR(S) THIS SHEET SHALL BE ALL SOLENE AURORA AND SLSG (SPLIT GLASS) COLLECTORS.
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
FLORIDA BUILDING CODE (6TH EDITION) OR LOCAL GOVERNING CODE.
ULTIMATE
V.�d WIND
Vasa WIND
Vase WIND
QUANTITY OF
EMBED.
COLLECTOR
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - BRACKETS
DEPTH
LAYOUT
V& (MPH)
ZONE 1(PSF)
ZONE 2 (PSF)
ZONE 3* (PSF)
PER COLLECTOR
REQ.
110-140
17.5 , -27.9
17.5 , -48.6
17.5 , -71.8*
(4) e' DIA. (4) BRCK.
2" **
PORT., LAND.
141-175
26.8 , -42.7
26.8 , -74.3
26.8 , -109.9
(4) 8" DIA. (4) BRCK.
3" **
PORT., LAND.
-- 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 < 60'4" PER ASCE 7-10
"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 F.R.C.
MINIMUM Vasa WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR. -
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING.
* INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL.
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SL-3 SLL-3
TYPICAL COLLECTOR PITCHED ROOF LAYOUT
- WIND ZONES - SCHEDULE - PLAN tl
SCALE: NONE
NOTi, �R TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING
NOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REOUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED.
0
SOLENE ALUM. MOUNTING BRCK. TYP
4 PLCS. SEE SCHEDULE THIS SHEET SOLENE ALUM. MOUNT]
2'-O" O.C. TYP. 2'-O" O.C. TYP. BRCK. TYP 4 PLCS. SEE
SCHEDULE THIS SHEET
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PORTRAIT ORIENTATION
TYPICAL COLLECTOR
ORIENTATIONS
11-0" -
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING -
BRACKET.
SOLENE —
COLLECTOR
TYP. -
#2 S.Y.P. WOOD
ROOF TRUSS
BEYOND
a" DIA. ST STL LAG BOLT TYP. SEE SCH FOR
EMBED DEPTH REQ TYP.
WOOD SHEATHING TYP.
REFER TO SCHEDULE THIS SHEET FOR REQUIRED
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL
TYPICAL ASPHALT METAL
SHINGLE CONNE(RION DETAIL 3
SCALE: 1 Z'=V-0" SL-3
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LANDSCAPE ORIENTATION
- ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE 00�
TYP.
SOLENE ALUMINUM71
FRAME SECTION TYP.
' Rt
16' STAINLESS STEEL
CARRIAGE BOLT �FB
TYP. PER MOUNT
BRACKET Sr. LiJcie Co
SOLENE ALUMINUM _
FLUSH MOUNT BRACKET SLOTTED HOLE
TYP, IN FRAME TYP.
TYPICAL CARRIAGE BOLT - FLUSH
MOUNT BRACKET CONNECTION DETAIL
SCALE: I 1"=1'-0"
REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH
LABELED "X" IN THIS DETAIL
CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE -INSTALL,
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT.
SOLENE COLLECTOR TYP.
SOLENE ALUMINUM MOUNTING
BRACKET. ,
a ' DIA. ST STL LAG BOLT TYP
. 0U
SEE SCH FOR EMBED DEPTH
REQ TYP. -�
I SOLENE 3X3X$ - 4" ALUM.--,,,
6063T6 W/ 1" DIA. X i " 16 FLAT OR
Ln I? INSERT "LIFT KIT" BARREL
.� M WOOD TILE TYP
of WI ; SHEATHING TYP.
Ln
I �I / �a Z — U Z .� #2 S.Y.P. WOOD ROOF
W
TRUSS TYP.
TYPICAL FLAT TILE - BARREL
2 TILE ROOF CONNECTION DETAIL 6
SL-3 SCALE: 1 Z'=1'-0" SL-3
ROOF SHINGLES TYP.
WOOD SHEATHING TYP.
'SOLENE COLLECTOR —\
SOLENE ALUMINUM
MOUNTING BRACKE-
' IP,<\` 1r #2 S.Y.P. WOOD
ROOF TRUSS TYP.
2X PT S.Y.P. WOOD OR
WOOD SHEATHING ALUMINUM UNISTRUT
T,P CONT. ALONG PANEL
8' DIA. ST STL ALL-THRD ROD WITH NUT -
WASHERS MAX. T-0" O.C.-LOCTITE ALL NUTS
TYP. ALL CONNECTIONS
TYPICAL LIMITED SPACE OPTION
CONNECTION DETAIL r4
SCALE: 12'=V-0" SL-3
��#2 S.Y.P. WOOD ROOF
TRUSS BEYOND
S.Y.P. (2) 2X4 LOCATE BETWEEN
�%�% TRUSSES WITH 4-16D NAIL PATTERN
AT EACH END TO WOOD TRUSS TYP.
g" DIA. ST STL LAG BOLT TYP. SEE SCH FOR
EMBED DEPTH REQ TYP.
REFER TO SCHEDULE THIS SHEET FOR REQUIRED �N
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL _v
TYPICAL WOOD SPANNER OPTION
FOR UNALIGNED TRUSS - BRACKET o `
CONNECTION DETAIL
SCALE: 1 Z'=1'-O" SL_3°/
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REC. NO. # 29127
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