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HomeMy WebLinkAboutENGINEERING PV MODULE MODULES GENERAL ELECTRICAL NOTES BR2750
I I ^OPTIMIZER
/ REF. CITY. MAKE AND MODEL PMAX PTC ISC IMP VOC VMP TEMP.COEFF.OFVOC FUSE RATING UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL
PM1-32 1 32 1 CI-CELLSQ.PEAKBLK-G4.1290 290W 266W 9.63A 9.07A 39.2v 32.ov -0.11v/°c(-0.28%/°c) IzoA 1 PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE
PM1-32 INVERTERS SERVICE ENTRANCE.
I I 290W 2L� REF.QTY MAKE AND MODEL AC VOLTAGE GROUND MAX OCPD RATING RATED POWER MAX OUTPUT CURRENT MAX INPUT CURRENT MAX INPUT VOLTAGE CEC WEIGHTED EFFICIENCY 2 MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
16 IN 161N AA 11 1 SOLAR EDGE SE6000H-US[240V1 240V UNGROUNDED 40A 6,000W 25.OA 16.5A 480V 99.0% LORD& LAWRENCE
(STRING (STRING CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS
I I `_ CONSULTING ENGINEERS
I + I + 0 POWER OPTIMIZERS 3 SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(1)AND
REF. QTY MODEL RATED INPUT POWER MAX OUTPUT CURRENT MAX INPUT ISC MAX DC VOLTAGE WEIGHTED EFFICIENCY ARTICLE 310.10(D).
POI-32 1 32 1 SOLAR EDGEP320 320W 15A 11.OA 48V 98.8% CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE
PASS-THRU BOXES AND COMBINERS OCPDS 4 SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE
REF. QTY. MAKE AND MODEL I RATED CURRENT MAX RATED VOLTAGE REF. QTY. RATED CURRENT MAX VOLTAGE 310.10(C).
1 JB1 1 GENERIC GEN-AWB-TB-4-4X OR EQUIV. TA 240VAC/60OVDC CB1 35A 240VAC
JUNCTION BOX SYSTEM SUMMARY NOTES W
L- II__JB1 STRING 1 STRING 2 GROUNDING NOTES 0 OPTIMIZERS PROVIDE RAPID SHUTDOWN FUNCTIONALITY REQUIRED BY NEC 690.12. W CV
�— OPTIMIZER MAX OUTPUT CURRENT 15A 15A ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE }— L0
2 OPTIMIZERS IN SERIES 16 16 1
NOMINAL STRING VOLTAGE 380V 380V 2 THE SPECIFIED OPTIMIZER CAN BE SUBSTITUTED WITH A P400,P405,P370,P505,OR P340.THESE OPTIMIZERS HAVE AN INPUT VOLTAGE WINDOW WIDE ENOUGH TO REQUIREMENTS OF NEC ARTICLES 250&690 c W W
INVERTER- ----- ARRAY OPERATING CURRENT 12.2A 12.2A ACCOMMODATE THE OUTPUT VOLTAGE RANGE OF THE MODULE AT THE DESIGN TEMPERATURES,HAVE A MAX INPUT CURRENT RATING THAT IS ABOVE THE MAX PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS Of U W M c
r----- - -- � OUTPUT CURRENT OF THE MODULE,AND A MAX POWER INPUT THAT IS ABOVE THE RATED POWER OUTPUT OF THE MODULE.
I I I 11 s,000w ARRAYSTC POWER 9,zaow USING MODULE LUGS OR RACKING INTEGRATED W Z J
I ARRAY PTC POWER 8,509W Q UNGROUNDED SYSTEM DC CONDUCTORS SHALL BE COLOR-CODED AS FOLLOWS.DC POSITIVE SHALL BE RED(OR MARKED RED)AND DC NEGATIVE SHALL BE BLACK W Q LL
I _ I MAX AC CURRENT 25A (OR MARKED BLACK) 2 GROUNDING CLAMPS AS ALLOWED BY LOCAL JURISDICTION.
I_ i p
MAX AC POWER OUTPUT s,000w ALL OTHER EXPOSED METAL PARTS SHALL BE GROUNDED
I i i DERATED AC POWER OUTPUT 6,000W ALL METAL ENCLOSURES,RACEWAYS,CABLES AND EXPOSED NONCURRENT-CARRYING METAL PARTS OF EQUIPMENT SHALL BE GROUNDED TO EARTH AS
L 0- U
i ®REQUIRED BY NEC 250.4(B)AND PART III OF ARTICLE 250 AND EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC 690.45(A).THE USING UL-LISTED LAY-IN LUGS. W Z U
GROUNDING ELECTRODE SYSTEM SHALL ADHERE TO NEC 690.47 AND NEC 250.169.THE DC GROUNDING ELECTRODE SHALL BE SIZED ACCORDING TO NEC 250.166 INSTALLER SHALL CONFIRM THAT MOUNTING SYSTEM HAS of p
BEEN EVALUATED FOR COMPLIANCE WITH UL 2703
I I
0 MAX DC VOLTAGE OF ARRAY FIXED BY THE INVERTER AT 380V REGARDLESS OF TEMPERATURE.THE MAX DC VOLTAGE OF THE MODULE AT 0°C IS EXPECTED TO BE 3 _I Q
41.9V(0°C-25°C)X-0.11V/C+39.19V=41.9V). "GROUNDING AND BONDING"WHEN USED WITH PROPOSED 0 —� O
3 PV MODULE. U) 0 U U)
-J © POINT-OF-CONNECTION IS ON LOAD SIDE OF SERVICE DISCONNECT,IN COMPLIANCE WITH NEC 705.12(D).OUTPUT IS BACKFED THROUGH BREAKER IN MAIN PANEL.
MAIN SERVICE ALL GROUNDING SYSTEM COMPONENTS SHALL BE LISTED p > �
CB1 (E)2401120V 1�,3W Q7 THE PV BREAKER SHALL NOT BE MARKED FOR"LINE"AND"LOAD°. 4 FOR THEIR PURPOSE W O 35A O
5A 200A MAIN BREAKEREO) ® THE PV BREAKER SHALL BE LOCATED AT THE OPPOSITE END OF THE BUSBAR FROM THE MAIN BREAKER. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A z d- O
r J VERIFIABLE GROUNDING ELECTRODE, IT IS THE p
—1— 5 CONTRACTOR'S RESPONSIBILITY TO INSTALL A [If
LOADS SUPPLEMENTAL GROUNDING ELECTRODE. (3
(E)200A QQQ AC SYSTEM GROUNDING ELECTRODE CONDUCTOR(GEC)
GEC CONDUCTOR AND CONDUIT SCHEDULE W/ELECTRICAL CALCULATIONS 6 SHALL BE A MINIMUM SIZE#8AWG WHEN INSULATED,#6AWG
CURRENT-CARRYING
CONDUIT I TEMP.CORR. FILL CONT. MAX.CURRENT BASE DERATED TERM. AMP.@TERM. VOLTAGE IF BARE WIRE.
ID TYPICAL CONDUCTOR CONDUCTORS IN OCPD EGC LENGTH
CABLE FACTOR FACTOR CURRENT (125%) AMP. AMP. TEMP.RATING TEMP.RATING DROP
UTILITY METER CONDUIT/CABLE EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED
KWHR 10 AWG PVWIRE, 10 AWG THWN-2 0,76(55°c) 1.0 15A 18.75A 55A 41.8A 75°C 50A 105FT 1.03% ACCORDING TO NEC ARTICLE 690.45,AND BE A MINIMUM OF
1 2 FREE AIR NIA NIA
COPPER COPPER
2 1 8 AWG THWN-2, 0.75"DIA.EMT 4 NIA 10AWGTHWN-2, 0.76(55°C) 0.8 15A 18.75A SSA 33.44A 90°C 55A 541N 0.03% #10AWG WHEN NOT EXPOSED TO DAMAGE,AND#6AWG
COPPER COPPER SHALL BE USED WHEN EXPOSED TO DAMAGE
3 1 8 AWG THWN-2, 2 35A 10 AWG THWN-2, 0.96(33°C) 1.0 25A 31.25A 55A 52.8A 75°C 50A 481N 0.07%
COPPER 0.75"DIA.PVC COPPER GROUNDING AND BONDING CONDUCTORS, IF INSULATED,
8 SHALL BE COLOR CODED GREEN,OR MARKED GREEN IF
#4AWG OR LARGER
SINGLE-LINE DIAGRAM
PROJECT ID: 138730
DATE: 06115/20
CREATED BY: K.L.
CHECKED BY:
REVISIONS
SINGLE-LINE DIAGRAM
PV-3 SCALE: NTS Pv_
�
DC RACEWAYS EACH DEVICE WHERE ENERGIZED, EACH DISCONNECTING MEANS FOR LABELING NOTES B R275O
O SEE NOTE NO.4(DC RACEWAYS) O UNGROUNDED CIRCUITS MAY BE EXPOSED O PHOTOVOLTAIC EQUIPMENT(JB1,11)
O DURING SERVICE.(JB1,11) ALL PLAQUES AND SIGNAGE REQUIRED BY 2014 NEC
AND 2015 NFPA 1 WILL BE INSTALLED AS REQUIRED.
1 WARNING 1 1 WARNING 1 LABELS,WARNING(S)AND MARKING SHALL COMPLY LORD&LAWRENCE
JB1 -TRANSITION BOX ELECTRIC SHOCK HAZARD.DO NOT TOUCH WITH ANSI Z535.4,WHICH REQUIRES THAT DANGER,
ELECTRIC SHOCK HAZARD.THE DC •�� CONSULTING ENGINEER,-.
MODEL NOT SPECIFIEDPHOTOVOLTAICPOWERSOURCE CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM TERMINALS.TERMINALS ON BOTH LINE AND WARNING,AND CAUTION SIGNS USED THE STANDARD . �+
O O ARE UNGROUNDED AND MAYBE ENERGIZED. LOAD SIDES MAY BE ENERGIZED IN THE OPEN 2 SYMBOL ON EACH LABEL.THE HEADER COLORS,HEADER TEXT,AND SAFETY ALERT
POSITION. REQUIRES A HEADING THAT IS AT LIEASTN 0%TALLER
NEC 690.31(G)(3) AND IFC 605.11.1 NEC 690.35(F) NEC 690.17(E) THAN THE BODY TEXT,IN ACCORDANCE WITH NEC
110.21(B).
11 -INVERTER LLJ
SOLAR EDGE SE6000H-US O DC DISCONNECT(11) O5 AC DISCONNECT(CB1 IN MSP) O SEE NOTE NO.5(MSP) A PERMANENT PLAQUE OR DIRECTORY SHALL BE 0.4
,nURCE
INSTALLED PROVIDING THE LOCATION OF THE SERVICE U)
O O O 3 DISCONNECTING MEANS AND THE PHOTOVOLTAIC
SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME
2 3 4 LLI W m
RATED MPP CURRENT: 16.5A LOCATION IN ACCORDANCE WITH NEC 690.56(B). U W M
RATED MPP VOLTAGE:380V MAXIMUM AC OPERATING CURRENT:25.OA ;PHOTOVOLTAIC ■■ LABEL(S)WITH MARKING,"WARNING PHOTOVOLTAIC W Z > J
MSP-MAIN SERVICE PANEL MAX SYSTEM VOLTAGE:480V MAXIMUM AC OPERATING VOLTAGE:240V • POWER SOURCE,"SHALL BE LOCATED AT EVERY 10 LLI Q L-
OO O O O CUIT CURR 30.OA FEET OF EACH DC RACEWAY AND WITHIN ONE FOOT OF 3: 0
5 6 7 8 9 /� EVERY TURN OR BEND AND WITHIN ONE FOOT ABOVE 0 U LLI
NEC 690.53 NEC 690.54 NEC 690.56(C) AND IFC 605.11.1 `t AND BELOW ALL PENETRATIONS OF ROOF/CEILING 0 W
ASSEMBLIES,WALLS AND BARRIERS. THE LABEL SHALL z U
OANY AC ELECTRICAL PANEL THAT IS FED BY HAVE 3/8"TALL LETTERS AND BE REFLECTIVE WITH 0f O
BOTH THE UTILITY AND THE PHOTOVOLTAIC O SOLAR BREAKER(MSP) O SOLAR BACKFEED BREAKER AS MAIN AC SOLAR WHITE TEXT ON A RED BACKGROUND Q Q 0 J
SYSTEM(MSP) DISCONNECT(CB1 IN MSP) _J _J
LABEL(S)WITH MARKING,"PHOTOVOLTAIC SYSTEM O O
EQUIPPED WITH RAPID SHUTDOWN,"SHALL BE LOCATED U (n
AT POINT-OF-INTERCONNECTION OR AT MAIN SERVICE
1 WARNING 1 1 WARNING 1 DISCONNECT THE LABEL SHALL HAVE 3/8"TALL 0 O Cp ~
DUAL POWER SOURCE,SECOND SOURCE IS INVERTER OUTPUT CONNECTION.DO NOT PHOTOVOLTAIC AC DISCONNECT LETTERS AND BE REFLECTIVE WITH WHITE TEXT ON A
PHOTOVOLTAIC SYSTEM. RELOCATE THIS OVERCURRENT DEVICE. RED BACKGROUND z O
NEC 705.12(D)(3) NEC 705.12(D)(2)(3)(B) NEC 690.13(B) c)
SAFETY LABELS
DOC ID:138730-171753-1
DATE:6/15/20
CREATOR:K.L.
REVIEWER:
REVISIONS
PV-4
ROOF PROPERTIES B R2750
ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) Z
SLOPE 3/12(14.0°)
MEAN ROOF HEIGHT 12.8FT LORD&LA'WREN'CE
DECK SHEATHING 15/32"OSB CONSULTING ENGINEERS
CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC
RIDGE
MODULE MECHANICAL PROPERTIES 75
W
MODEL Q-CELLS O.PEAK BLK-G4.1 290 U) cv
DIMENSIONS(AREA) 65.71N X 39.41N X 1.31N(18.0 SQ FT) III Lo
WEIGHT 41.4LB I I I U) U W
fl� W cM
W J l l l l l l l l l l l l w �
MOUNTING SYSTEM PROPERTIES p Q W
RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL I (n � w
ANCHOR MODEL QUICK MOUNT PV QMLM(FLASHED), Lu w Z U
1.01N AIR GAP3.5 INCH ¢ Q
Q Q U J
FASTENING METHOD WITH(1)5/161N DIA.FASTENER ENT INTO USSES Q 0
U U)
73.01N(ZONE 1) U) >-
MAX.ALLOW.RAIL SPAN 53.01N(ZONE 2) O �
42.01N(ZONE 3) O
72.01N(ZONE 1) W z O
MAX. MOUNT SPACING 48.01N(ZONE 2) �`' L9 F, n-
24.01N(ZONE 3)
MAX.ALLOW. 24.11N(ZONE 1)
CANTILEVER 17.51N(ZONE 2) I U
13.91N(ZONE 3)
GROUNDING AND INTEGRAL GROUNDING CERTIFIED EAVE
BONDING TO UL 2703 REQUIREMENTS
DEAD LOAD CALCULATIONS
LOAD QTY LBS TOTAL LBS WIND ZONE I WIND ZONE II WIND ZONE III
MODULES 9 41.4 373.0
OPTIMIZERS 9 0.6 5.7 DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7-
LINEAR FEET OF RAIL 61 FT 0.5 30.5 10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES.
ANCHORS 15 1.0 15.3 a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION), 0.04*LEAST HORIZONTAL DIMENSION,3 FT)
MISC.HARDWARE 7.9 7.9 5.0 FT=MAX(MIN(0.4*12.8 FT,0.1*50.0 FT), 0.04*50.0 FT,3 FT)
TOTAL ARRAY WEIGHT 432.4 LBS 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION ATTACHMENT
AREA NAME OTY SQFT TOTAL SQFT PLAN
PV-5.1 SCALE: 1/8" = 1'
MODULES 9 18.0 162.0 DOC ID: 138730-171753-1
POINT LOAD(432.4 LBS/15 ATTACHMENTS) 28.8 LBS DATE:6/15/20
DIST.LOAD(432.4 LBS/162.0 SOFT) 2.67 PSF CREATOR:K.L.
REVIEWER:
NOTES REVISIONS
TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL
1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED
TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE
MOUNT SPACING EXCEED"MAX.MOUNT SPACING"
PV-5.
1
ROOF PROPERTIES B R2750
ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER)
SLOPE 3/12(14.0°)
MEAN ROOF HEIGHT 12.6FT LORD&LAWRENCE
DECK SHEATHING 15/32"OSB CONSULTING ENGINEERS
CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC
RIDGE
MODULE MECHANICAL PROPERTIES ui
MODEL Q-CELLS Q.PEAK BLK-G4.1 290 N
DIMENSIONS(AREA) 65.71N X 39.41N X 1.31N(18.0 SO FT) Lf)
WEIGHT 41.4LB L u W �
ui
w w > J
MOUNTING SYSTEM PROPERTIES O Q LL
RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL Q < O Cn w
ANCHOR MODEL QUICK MOUNT PV QMLM(FLASHED), W Z U
1.01N AIR GAP Of p
3.5 INCH EMBEDMENT INTO TRUSSES
FASTENING METHOD WITH(1)5/161N DIA.FASTENER O O Q
73.01N(ZONE 1) �l L� Cn >
MAX.ALLOW.RAIL SPAN 42.01N(ZONE 3ZONE ) �Py� `CFl dam'
72.0IN(ZONE 1) , Lu
O
MAX.MOUNT SPACING 48.0IN(ZONE 2)24.01N(ZONE 3) w
24.11N(ZONE 1) EAVEMAX.A Q
CANTLEVOER 17.51N(ZONE 2) od I I
Q�
13.91N(ZONE 3) EAVE
GROUNDING AND INTEGRAL GROUNDING CERTIFIED
BONDING TO UL 2703 REQUIREMENTS
DEAD LOAD CALCULATIONS WIND ZONE I WIND ZONE 11 WIND ZONE III
LOAD QTY LBS TOTALLBS
MODULES 23 41.4 953.3 DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7-
10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES.
OPTIMIZERS 23 0.6 14.5 a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION), 0.04*LEAST HORIZONTAL DIMENSION,3 FT)
LINEAR FEET OF RAIL 154 FT 0.5 77.2 5.0 FT=MAX(MIN(0.4*12.6 FT,0.1*50.0 FT), 0.04*50.0 FT,3 FT)
ANCHORS 45 1.0 45.9
MISC.HARDWARE 18.9 18.9 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION
TOTAL ARRAY WEIGHT 1109.8 LBS PV-5.2 SCALE: 1/8" = 1' ATTACHMENT
AREA NAME QTY SOFT TOTAL SOFT PLAN
MODULES 23 18.0 414.0 DOC ID:138730-171753-1
POINT LOAD(1109.8 LBS/45 ATTACHMENTS) 24.7 LBS DATE:6/15/20
DIST.LOAD(1109.8 LBS/414.0 SOFT) 2.68 PSF CREATOR:K.L.
REVIEWER:
NOTES REVISIONS
TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL
1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED
TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE
MOUNT SPACING EXCEED"MAX.MOUNT SPACING"
PV-5.
2
MOUNTING SYSTEM NOTES B R2750
FLASHING SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS.
IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED HERE AND INSTRUCTIONS LORD&LAWRENCE
2 PROVIDED BY A MANUFACTURER,THE MANUFACTURER'S INSTRUCTIONS SHALL CONSULTING ENGINEERS
SUPERCEDE.
RAIL CLAMPING ZONE
W
~ N
QMPV UNIVERSAL �MID CLAMP y >- W W
QMPV GRAIL LIGHT ROOF FRAMING PV MODULE / W W
+ " Q Q LL
CMPV L-MOUNT 0 U W
PV MODULE _- , (QMLM J QMLM ST)rc � z V
0
,L PV-6 Y Q Q U J
COMP.SHINGLE 0 0 0
ROOFING ' SLIDE FLASHING U) >- U
r UNDER THE 3RD
B _ ,� COURSE OF SHINGLES 0LLJ
0 ~
O PV-6 ROOF UNDERLAYMENT \;
0
ROOF DECKING ROOF FRAMING n
s� 0_
�`---` LAGISTRUCTURAL SCREWS of
EMBEDDED INTO ROOF FRAMING 0
(4EACKING
ELEVATION (TRANSVERSE VIEW) C ATTACHMENT DETAIL TRANSVERSE VIEW
SCALE: NTS PV-6 SCALE: NTS
PV MODULE
QMPV UNIVERSAL a •r -QMPV UNIVERSAL MID CLAMP PV MODULE
END CLAMP
QMPV QRAIL LIGHT Fl
COMP.SHINGLE
r , �
ROOFING t,
._: -_ -- - +- Q L QMLM- ATTACHMENT
_ QMPV
QMPV QRAIL , --- (QMLM r QMLM ST) DETAILS
-- - -
LIGHT .----- -----
_ ROOF DECKING COMP.SHINGLE y ,/� �,
DOC ID: 138730-171753-1
ROOFING `" / �_.• %� INSTALL FLASHING DATE:6/15/20
ROOF UNDERLAYMENT - CREATOR:K.L.
ROOF FRAMING SPACING ATTACHMENT SPAN - ROOF FRAMING ROOF DECKING ,l r
LAG/STRUCTURAL SCREWS REVIEWER:
ROOF FRAMING- -_ -- EMBEDDED INTO ROOF REVISIONS
FRAMING
+ , RACKING ELEVATION (LONGITUDINAL VIEW) d ATTACHMENT DETAIL LONGITUDINAL VIEW)
PV-6 SCALE: NTS �PV-6 SCALE: NTS
Pv-6
N GENERAL NOTES
s
BR2750
• - EXTERIOR-MOUNTED DC CONDUITS,WIRING SYSTEMS,
AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHALL
BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE,
-�• "��..• 1 HIP,OR VALLEY,AND FROM THE HIP OR VALLEY AS LORD&LAWRENCE
J4� DIRECTLY AS POSSIBLE TO AN OUTSIDE WALL TOti CONSULTING ENGINEERS
�� .!� •- r REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION +
OPPORTUNITIES(NFPA 1 11.12.2.2.4.1)
ROOF ACCESS POINTS SHALL BE DEFINED AS AREAS
WHERE FIRE DEPARTMENT LADDERS ARE NOT PLACED
b �l OVER OPENINGS(WINDOWS OR DOORS),ARE LOCATED
AT STRONG POINTS OF BUILDING CONSTRUCTION,AND W
ARE IN LOCATIONS WHERE THEY WILL NOT CONFLICT CV
WITH OVERHEAD OBSTRUCTIONS(TREE LIMBS,WIRES, U) �
OR SIGNS).(NFPA 1 11.12.2.2.1.3) L u W m
PHOTOVOLTAIC MODULES SHALL BE LOCATED NO U W M
CLOSER THAN 1-1/2 FEET TO A HIP OR VALLEY IF z > J MODULES ARE TO BE PLACED ON BOTH SIDES OF THE L i W
HIP OR VALLEY.WHERE MODULES ARE LOCATED ON Q LL
q ONLY ONE SIDE OF A HIP OR VALLEY OF EQUAL LENGTH, 3: 0_
r �= THE PHOTOVOLTAIC MODULES SHALL BE ALLOWED TO O U) W
BE PLACED DIRECTLY ADJACENT TO THE HIP OR W W Z U
z = �� VALLEY.(NFPA 1 11.10.2.2.2.1.3) Of O
PHOTOVOLTAIC MODULES SHALL BE LOCATED NO LESS Q Q 0 J
3 THAN 3 FT BELOW THE RIDGE.(NFPA 1 11.10.2.2.2.2) J J O
O0 O0 U U)
�! c0
3.0 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 O p
11.10.2.2.2.1.3 AND NFPA 1 11.10.2.2.2.1.2 W z d' 0
O2 ROOF ACCESS POINT W
O1.5 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1
11.10.2.2.2.1.3 AND NFPA 1 11.10.2.2.2.1.2
PV MODULES INSTALLED ON ROOF WITH QUICK MOUNT CD
PV QRAIL MOUNTING SYSTEM.THE MOUNTING SYSTEM
O4 IS UL 1703 CLASS A FIRE RATED ON A 3/12 SLOPED
ROOF WHEN INSTALLED WITH TYPE 1 OR 2 MODULES.
J THE Q-CELLS Q.PEAK BLK-G4.1 290 IS TYPE 1.
O3.0 FT.WIDE SMOKE-VENTILATION SETBACK,PER NFPA
111.10.2.2.2.2
6 CABLES,WHEN RUN BETWEEN ARRAYS,SHALL BE
ENCLOSED IN CONDUIT.
3 1 5 5 1 4 3 2
1 FIRE SAFETY PLAN
PV-7 SCALE: 1" =30'
FIRE SAFETY
PLAN
DOC ID:138730-171753-1
DATE:6/15/20
CREATOR:K.L.
REVIEWER:
REVISIONS
PV-7
B R2750
WIND LOAD CALCULATIONS FOR MODULES INSTALLED ON ROOFS WITH A HEIGHT LESS THAN 60, LORD&LAWRENCE
SITE INFORMATION CONSULTING ENGINEERS
F6C VERSION 2017 RISK CATEGORY II
MEAN ROOF HEIGHT(ft) 12.6 EXPOSURE CATEGORY B
ROOF SLOPE(°) I14,0
LEAST HORIZONTAL DIMENSION (ft) 50 ROOF TYPE GABLE
PARAPET HEIGHT(ft) 0 ULTIMATE WIND SPEED 160 mph W
MODULE LENGTH(in) 65.7 NOMINAL WIND SPEED 124 mph � CV
MODULE WIDTH(in) 39,40 KD 0.85 LO
MODULE DEPTH(in) 1,30 K, 1 r0 LJ J W
MODULE VERTICAL AREA=A,(ft') 18.0 K, 0.57 U LLI CM
MODULE HORIZONTAL AREA= A,(ft') 0.6 Lu w Q LJL
C)
DESIGN CALCULATIONSI.ij
� w Z U
VELOCITY PRESSURE(qn)_.00256'KIKZTKDV2 � O J
VELOCITY PRESSURE(ASO) 19.2 psl Q Q U
WIDTH OF PRESSURE COEFFICIENT SU*10% = 5 ZONE WIDTH"A" 5FT O
12.8'"40% = 5,12' 0 0 U (f�
EXTERNAL PRESSURE COEFFICIENT ZONE 1 0.9 -0.9 ~
ZONE 2 0.9 -1.6 Lu
0 O 0
ZONE 3 0.9 -2.4 z 0
i
INTERNAL PRESSURE COEFFICIENT(+f) 0.18 Q
DESIGN PRESSURES
ROOF ZONE DOWN LIP
1 20.2 -20.2 PSI`
2 20.2 -33.3 psf MODULE ALLOWABLE PRESSURE 55 psf
3 20.2 -502 psf
ATTACHMENTS
ATTACHMENT TYPE QUICKMOUNT L-MOUNT
MAXIMUM DISTANCE BETWEEN ATTACHMENTS ZONE 1 72 (in) UPLlFT FORCE=q (GC,JA,where GC,.=1.5 per FBC 1620.E
MAX UPLIFT FORCE PER ATTACHMENT IN ZONE 1(lb) 332 LATERAL FORCE=q h(GC f)A,where GC,=1.9 perF6C 1620.6
MAXIMUM DISTANCE BETWEEN ATTACHMENTS ZONE 2 48 (in)
MAX UPLIFT FORCE PER ATTACHMENT IN ZONE 2(lb) 365
MAXIMUM DISTANCE BETWEEN ATTACHMENTS ZONE 3 24 (in)
MAX UPLIFT FORCE PER ATTACHMENT IN ZONE 3(lb) 275
ALLOWABLE UPLIFT FORCE PER ATTACHMENT(lb) 756 PASS
LAG SCREW WITHDRAWAL RESISTANCE (lb) 1151 PASS G=Specific gravity of wood(0.55 for Southem Pine)
MAX LATERAL FORCE PER ATTACHMENT(Ib) 22 D=Diameter of lag screw LO
AD
ALLOWABLE LATERAL FORCE PER ATTACHMENT(lb) 384 PASS L=Depth of penetration CALCULATION
WIND D
ALLOWABLE UPLIFT PER UNCRAC MIDlEND CLAMP(Ib) 883
CALCULATED MAX UPLIFT PER UNIRAC CLAMP(Ib) 301 PASS
DOC ID: 138730-171753-1
NOTES DATE:6/15/20
1.MODULE ALLOWABLE WIND PRESSURE OBTAINED FOR MANUFACTURER DATASHEET. CREATOR:K.L.
2.SEE SHEET PV-5 FOR ATTACHMENT SPACING IN EACH ZONE REVIEWER:
4.FOR HIP ROOFS LESS THAN 25°,ZONE 3 SHALL BE TREATED AS ZONE 2 PER ASCE 7-10 FIGURE 30.4-26,NOTE 7
5.FOR FLAT ROOFS WITH PARAPETS 3'OR HIGHER,ZONE 3 SHALL BE TREATED AS ZONE 2 PER ASCE 7-10 FIGURE 30.4-2A,NOTE 5 REVISIONS
6.HVHZ DEFINED AS MIAMI-DADS AND BROWARD COUNTIES
Pv_
8
powered by MECHANICAL SPECIFICATION
0 4 Format 65.7 in x 39.4in x 1.26in(including frame) 38.s�'laaomnl
(1670mm x 1000mm x 32mm) aq°mm,
+ Weight 41.45 1 bs(18.8 kg) 11L4smm:
' Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology o-p,•,°�,,,,, ram•
naa-L�i mmL
Back Cover Composite film
°�°new° 9.q"n W°mml
Frame Black anodized aluminum -
Cell 6 x 10 monocrystalline Q.ANTUM solar cells �tlon0z
Junction box 2.60-3.03in x 4.37-3.54in x 0.59-0.75in(66-77mm x 111-90mm x
15-19mm),Protection class IP67,with bypass diodes gaFazM1n 11.1"b(°ITIULAI
Cable 4mm2 Solar cable;(+)>39.37in(1000mm),(-)>-39.37in(1000mm) 1 o""o m)
-,.zs°taa mmL scruLA ��
Connector Multi-Contact MC4 or MC4 intermateable,IP68 °,,°°.,aq.°mm,I OI°°=°'I-
• ACHARACTERISTICS
Qm E LK G4� 1 2907390 POWER CLASS 290 295 300
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/-OW)
41 Power at MPP2 PMpp [W] 290 295 300
J 1 ,, Short Circuit Current* ISC [A] 9.63 9.70 9.77
_ NT r I s
Open Circuit Voltage* Voc IV] 39.19 39.48 39.76
5
Current at MPP* IMpp [A] 9.07 9.17 9.26
Voltage at MPP* VMpp IV] 31.96 32.19 32.41
With its top performance and completely black design the new Efficiency2 n [%] z17.4 >_17.7 >>-18.0
Q.PEAK BLK-134.1 is the ideal solution for all residential rooftop applications MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC3
thanks to its innovative cell technology U.ANTUM. The world-record cell Power at MPP2 PMpp IW] 214.4 218.1 221.8
design was developed to achieve the best performance under real condi- Open Circuit Voltage* Voc IV] 36.65 36.92 37.19 Short Circuit Current* Isc [A] 7.77 7.82 7.88
tions - even with low radiation intensity and on clear, hot summer days. - -
Current at MPP* IMpp [A] 7.12 7.20 7.27
LOW ELECTRICITY GENERATION COSTS - -- Voltage at MPP* VMPP IV] 30.12 30.30 30.49
Higher yield per surface area and lower BOS costs thanks to 11000 W/m2,25°C,spectrum AM 1.5G 2 Measurement tolerances STC t3%;NOC t5% 3800 W/m2,INDICT,spectrum AM 1.5G *typical values,actual values may differ
�j
higher power classes and an efficiency rate of up to 18.3%. Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
o 10 _oceus At least 98%of nominal power during first year. a 10 j
"tea-- Thereaftermax.0.6%degradationperyear.INNOVATIVE ALL-WEATHER TECHNOLOGY tto "111j"6
--- ----- At leas t92.6%of nominal power upto10years.
F a � At least 83.6%of nominal power up to 25 years.
Optimal yields, whatever the weather with excellent low-light s=
All data within measurement tolerances.
and temperature behavior. __ Full warranties in accordance with the warranty
terms of the Q CELLS sales organisation of your
respective country. eo
000
ENDURING HIGH PERFORMANCE °° 200 qoo Gao ado /W
IRRADIANCE[W/ma] �
Long-term yield security with Anti-PID Technology', I. 5 p a, M
Hot-Spot-Protect and Traceable Quality Tra.QTM. wle° ,",m.°,a°-11,et-i" �°mom"=• YEARS Typical module performance under low irradiance conditions in
m e",p °�,° "p°�im•2o14hi,,4 s.p,em�,2o1m comparison to STC conditions(25'C,1000W/m2). ii
TEMPERATURE COEFFICIENTS o
r EXTREME WEATHER RATING CELLS Temperature p [%/K] -0 28
YIELD SECURITY p ature Coefficient of ISG a [%/K] +0.04 Temperature Coefficient of VQQ o
High-tech aluminum alloy frame, certified for high Snout TOP BRANDPv Temperature Coefficient ofP„pp y [%/K] -0.39 Normal Operating Cell Temperature NOCT VF] 113±5.4(45±3°C)
(5400Pa) and wind loads(4000Pa) regarding IEC.
PROPERTIES
a
Y
Maximum System Voltage ysys [V] 1000(IEC)/1000(UL) Safety Class II Co
MAXIMUM COST REDUCTIONS w
Up to 10% lower logistics costs due to higher module Maximum Series Fuse Rating [A DC] 20 Fire Rating C(IEC)/TYPE 1(UL)
Design load,push(UL)2 [Ibs/ft'] 75(3600 Pa) Permitted module temperature -40°F up to+185°F W
capacity per box. Phntnn on continuous duty (-40°C up to+85°C)
m Design load,pull(UL)2 [Ibs/ft2] 55.6(2666 Pa) 2 see installation manual
O A RELIABLE INVESTMENT Quality Tested r-acELLs
ualit ao°a Best polycrystalline
I-dea'ad n solar module 2014
Inclusive 12-year product warranty and 25-year '°m4Oe QUALIFICATIONS ' '' ON
product surveillance Q.PRO-G2 235
linear performance guarantee2. ID.40032587 °m°^°I° ° UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 32 _
IEC 61215(Ed.2);IEC 61730(Ed.1)application class A
Number of Pallets per 53'Container 30 G."s Number of Pallets per 40'Container 26
APT test conditions:Cells d dive V CPallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in
against grounded,with conductive me- DVE• ` � c
tal foil covered module surface,25°C, „5;$„ (1745mm x 1150mm x 1170mm)
THE IDEAL SOLUTION FOR: 168h Pallet Weight 1435lbs(651 kg) -
2 See data sheet on rear for further NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use
®Rooftop arrays di Information. of this product. N
residential buildings
Hanwha Q CELLS America Inc.
300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us
Engineered in Germany OCELLS
/ Power Optimizer
For North America
P320 / P340 / P370 / P400 / P405 / P505
O. (for high- P405 (for higher
module
ower 60-cell power cell (for thin film current
.. modules)
modules)
INPUT
Rated Input DC Power' 320 340 370 400 405 505 W
Absolute Maximum Input
Voltage 48 60 80 125(2) 832 Vdc
25 Voc at lowest temperature)
YEAR MPPT Operating Range 8-48 8-60 8-80 12.5-105 12.5-83 Vdc
WARRANTY Maximum Short Circuit Current 11 10.1 14 Adc
(Isc)
Maximum DC Input Current 13.75 12.63 17.5 Adc
Maximum Efficiency 99.5 %
Weighted Efficiency 98.8 98.6 %
Overvoltage Category 11
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
Maximum Output Voltage 60 85 Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE
INVERTER OFF)
Safety Output Voltage per 1±0.1 Vdc
Power Optimizer
STANDARD COMPLIANCE
EMC FCC Part15 Class 3,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class II safety),UL1741
RoHS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System 1000 Vdc
Voltage
Compatible inverters All SolarEdge Single Phase and Three Phase inverters
Dimensions(W x L x H) 128x152x28/5x5.97x1.1 128x152x36/ 128x152x50/ 128x152x59/ mm/in
5x5.97x1.42 5x5.97x1.96 5x5.97x2.32
Weight(including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 gr/lb
Input Connector MC40)
Output Wire Type/Connector Double Insulated,MC4
Output Wire Length 0.95/3.0 1.2/3.9 m/ft
Input Wire Length 0.16/0.52 m/ft
Operating Temperature Range -40-+85/-40-+185 °C/°F
PV power optimization at the module-level Protection Rating IP68/NEMA6P
Relative Humidity 0-100 %
m Rated STC power of the module.Module of up to+5%power tolerance allowed
m NEC 2017 requires max input voltage be not more than 80V
/ Specifically designed to work with SolarEdge / Fast installation with a single bolt (3)For other connector types please contact SolarEdge
inverters
/ Next generation maintenance with module- PV System Design Using Single
/ Up to 25% more energy level monitoring Single phase Three Phase 08V Three Phase 80
Minimum StringLength P320,P340,P370, 8 10 18
g P400
/ Superior efficiency (99.5%) / Meets NEC requirements for arc fault Poweroptimizers> P405/P505 6 8 14
protection (AFCI) and Photovoltaic Rapid Maximum string Length 25 25 5cyx
/ Mitigates all types of module mismatch losses, Shutdown PVRSS System (PowerOptimizers)
y ( ) 5700(6000 with
from manufacturing tolerance to partial Maximum Power per String SE7600-US-SE11400- 5250 60000, 12750(8) W
shading / Module-level voltage shutdown for installer US)
Parallel Strings of Different Lengths Yes
and firefighter safety or Orientations
/ Flexible system design for maximum space (4)For detailed string sizing information refer to http//www.solaredge.com/sites/default/files/string_sizing_na.pdf
utilization w It is not allowed to mix P40S/P50S with P320/P340/P370/P400 In one string
A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement
m For SE14 4KUS/SE43 2KUS:It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter(3 strings per unit for SE43.2KUS)and when
the maximum power difference between the strings is up to 1,000W
ia,For SE30KUS/SE333KUS/SE66.6KUS/SE100KUS:It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter(3 strings per unitfor SE66.6KUS/SE100KUS)
and when the maximum power difference between the strings Is up to 2,000W
solaredge.com solar=@@
Al SolarEdge Technologies Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc. C E Ro H S
Al,other trademarks mentioned herein are trademarks off theirtheir respective owners.Date:12/2016N01/ENG NAM.Subject to change without notice.
Single Phase Inverter
wit HD-Wave Tec n0 ogy for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
Single Phase Inverter SE760OH-US / SE1000OH-US / SE1140OH-US
... .., ,,..
• OUTPUT
with HD-Wave Technology3800 @ 240V 6000 @ 240V 11400 @ 240V
Rated AC Power Output 3000 5000 7600 10000 VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
for North America 3300 @ 208V 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Nom.-Max. ✓ ✓64) ✓ ✓ ✓ ✓ ✓ Vac
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / (211 240 AC Output Voltage Min.-Nom.-Max ✓ ✓ ✓ Vac
SE760OH-US / SE10000H-US / SE1140OH-US ACFre Frequency
AC Frequency(Nominal) 59.3-60-60.50i Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current @240V
Maximum Continuous Out 208V
solar ^L ;;{D Current@208V p 16 24 48.5 A
GFDI Threshold 1 A
LA Utility Monitoring,Islanding
polar _t �, Protection,Country Configurable Yes
Thresholds
INPUT
Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W
Maximum DC Power @208V - 5100 - 7750 15500 W
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
r •• ! !*r
.. a Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current @240V0 8.5 10.5 13.5 16.5 20 27 30.5 Adc
Q Maximum Input Current @208V11) - 9 13.5 - - 27 Adc
• tip. Max.Input Short Circuit Current 45 Adc
r, • Reverse-Polarity Protection Yes
Cy Ground-Fault Isolation Detection 600ksz Sensitivity
Maximum Inverter Efficiency 99 99.2 %
99 @ 240V
I o CEC Weighted Efficiency 99 98.5 @ 208V
a, Q Nighttime Power Consumption <2.5 W
s = RW W ADDITIONAL FEATURES
Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional)
Revenue Grade Data,ANSI C12.20 Optional"'
Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
Optimized installation with HD-Wave technology 2017690.12
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL169913,CSA C22.2,Canadian AFCI according to T.I.L.M-07
/ Specifically designed to work with / Extremely small Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
power optimizers Emissions FCC Part 15 Class B
/ Record-breaking efficiency / Built-in module-level monitoring INSTALLATION SPECIFICATIONS
AC Output Conduit Size/AWG 3/4'minimum/14-6 AWG 3/4"minimum/14-4 AWG
Range
Fixed voltage inverter for longer strings / Outdoor and indoor installation DC Input Conduit Size/#of Strings/
3/4"minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG
AWG Range
Dimensions with Safety Switch 177 x 146 x 68 /450 x 370 x 174 213 x 146 x 73/540 x 370 x 185 In/
. . . . . .
Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 (HxWxD) mm
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) Weight with Safety Switch 22/10 25.1/11.4 126.2/11.9 38.8/17.6 Ib/kg
Noise <25 <50 dBA
UL1741 SA certified, for CPUC Rule 21 grid Cooling Natural Convection
compliance Operating Temperature Range -40 to+140/-25 to+60i4I(-40`F/-40'C option)l'I "F/°C
Protection Rating NEMA 4X(Inverter with Safety Switch)
m For other regional settings please contact SolarEdge support
s dar A higher current source may be used;the inverter will limit its input current to the values ated
Revenue grade inverter P/N:SExxxxH-USOOONNC2
soIaredge.comFor power de-rating information refer to:httpst//www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
(51-40 version P/N:SExxxxH-USOOONNU4
C SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All Ro H S
other trademarks mentioned herein are trademarks of their respective owners.Date:12/2018N01/ENG NAM.Subject to change without notice.
-At
E
i-
QRal [" — Fully Integrated Mounting and Racking System Fast, Simple Installation : It Just Clicks
The QRail Series is a strong and versatile solar array mounting system that provides unrivaled benefits to solar
QCIickTechnologyi"
designers and installers. Combined with Quick Mount PV's industry-leading waterproof mounts, QRail offers a The universal mid and end clamps use patented QClick
complete racking solution for mounting solar modules on any roof. technology to simply"click" into the rail channel and
remain upright, ready to accept the module. The
ow
_s Easily design array configurations with the QDesign software pre-assembled clamps fit virtually all module frames and
application. Generate complete engineering reports and calculate require no extra hardware, eliminating pre-loading and
a precise bill of materials for all the mounting, racking and
UNIVERSAL END CLAMP UNIVERSAL BONDED MID CLAMP
reducing installation time.
accessories needed for a complete solar array. 1 40 2
T 3 " 2 clamps for modules from 2 clamps for modules from
30-45mm or38-50mm thick 30-45mm or38-50mm thick
e
click!
Comprehensive, One-Source Solution Installing is as easy as 1-2-3
QRail,together with Quick Mount PV's waterproof mounting products, provides the benefit of a single-sourced, QSplice" Technology
seamlessly integrated rooftop installation that works with all roof types— composition/asphalt shingles, QRail's innovative internal QSplice installs in seconds, requiring no
flat or curved tile, metal shingle, shake, slate and low slope roofs. The QRail system also works with any roof tools or screws. Simply insert QSplice into the rail and slide the other
rail on to create a fully structural, bonded splice.An external splice is QSPLICE
attachment system for maximum flexibility.
also available.
Superior Strength and Versatility 1 __ 2 WOW3 100
-
QRail is engineered for optimal structural performance.The system pop
is certified to UL 2703,fully code compliant and backed by a 25-year HEAVY Installs in seconds—no tools orhardwarerequired
warranty. QRail is available in Light, Standard and Heavy versions to qPj
match all geographic locations. QRail is compatible with virtually all STANDARD Fully Integrated E l e ct r i c a l Bonding
LIGHT
modules and works on a wide range of pitched roof surfaces. Modules The QRail system provides an integrated electrical bonding path, ensuring that all exposed metal arts and
QRails come in two lengths— y p g g p g p p
can be mounted in portrait or landscape orientation in standard or 168 inches(14 ft)and 208 inches(17.3 ft) the solar module frames are electrically connected.All electrical bonds are created when the components are
shared-rail configurations. Mill and Black Finish installed and tightened down.
.N .Bosteik
MIAMFnkm AIIAIMUDADE COUNT
_]I smart adhesives PRODUCT CONTROI,SECTION
11805 SW 26 Street,Room 208
DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADi"]INISTR.ITIC)N DIVISION T(786)315-2590 F(786)31525-99
N©TICE OF ACCEPTANCE (NOA) «wNr.miamidade.Lrovleeonomv
Bostik,Inc.
915 11320 W.Watertown Plank Road
STRONGHURRICANE
Wauwatosa,WI 53226-3413
SCOPE:
This NOA is being,issued udder the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
KEYFEATURES Product Control Section to be used in Miami Dade County and other areas inhere allowed by the
Authority Having Jurisdiction(AFIJ).
-- Miami-Dade approved
- Bonds to die appr substrates including This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
most Kynaif coated metals Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
most
Outstanding bonding and - reserve the right to have this product or material tested for duality assurance purposes. If this Product
adhesive qualities or material fails to perform in the accepted manner, the manufacturer will incur the expense of such
testing and the AHJ may ininiedialely revoke,modify, or suspend the use of Such product or material
q within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined by
q DESCRIPTION Miami-Dade County Product Control Section that this product or material fails to meet the
Bostik 915 sealant is a one-component,smooth polyurethane requirements of the applicable building code.
adhesive capable of dynamic joint movement totaling 70%of This product is approved as described herein, and has been designed to comply with the Florida Building
original joint geometry(i35%).The seaiant cures to a tough,flexible Code including the high Velocity Hurricane"Lone of the Florida Building Code.
rubber when exposed to moisture present in the atmosphere.
Bostik 915 all seasons formula has physical properties that DESCRIPTION: Bostik 915/915RT Sealant
will remain relatively stable over time.The cured performance
temperature range is -40°F to 150°F. Where textured LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
appearance is needed,please use Bostik 915 or Bostik 2000T. following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
APPLICABLE STANDARDS RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has
ASTM C920,TYPE S,GRADE NS,CLASS 35 USE NT,A AND M M�M�•�A©E COUNTY
been no change in the applicable building code negatively affecting the perforniarlce of this product-
US Federal Specification TT-S 00230C (COMB-NBS) for
one-component sealants as Class A,non-sag TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
CARS,SCAQMD,and OTC compliant testing procedures. It is recommended that adhesion testing change in the materials,use, aIld/or manufacture of the product or process_Misuse of this NOA as an
Canadian Specification CAN/CGSB 19.13-MB7 be performed to capture batch control qualities of proposed endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this
Miami-Dade County,Florida,NOA No.:13.0423.10,05/24/17 substrates.
Miami-Dade TAS 102-Static Uplift Resistance Joint Design: In general, more joint movement can be NOA_ failure to comply With any Section of this NOA Shall be cause for termination and removal of
AA MA 608.3 accommodated in a thin bead of sealant than a thick bead. NOA.
AAMA 100/200/300 installation requirements Bostik 915 should be no thicker than 1/2'' (12.7mm) and no ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
thinner than 1/4" (6.4mm). In joints between 1/2"and 1",the
BASIC USES ratio of sealant width to depth should be approximately 2:1. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
Bostik 915 is designed for applications from foundation to finish Sealant depth in joints between 1/4" and 1/2" should be 1/4" displayed,then it shall be done in its entirety_
and isidealfor,sealing expansion and controljoints,tiltupjoints, deep.Joints with dynamic movement should not be designed
perimeters of doors, windows, and other wall penetrations. in widths less than 1/4 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its
It has tenacious sealing and bonding performance for many Surface Preparation: See limitations about surface distributors and shall be available for inspection at the job site at the request of the Buildiiig Official_
roofing applications,metal roofs,gutters,roof tile installations, preparation.Surfaces must be structurally clean,dry(no frost)
fLashin and sheet metal applications. This NOA renews NOA No.13-[}423.10 and consists of pages 1 through 3.
g PP and structurally sound, free of contaminants, including, but
Bostik 915 cures to form a durable, flexible bond with most not limited to,dust,dirt,loose particles,tar,asphalt,rust,mill I lie Submitted documeIitation Was reviewed by Jorge L.Acebo.
building materials such as stone,foam,masonry,ceramic,wood, oil,etc.If substrate is painted or coated,scrape away all loose
steel,Kynar coated metals and copper and most other metals. and weakly bonded paint or coating.Any paint or coating that
INSTALLATION PROTOCOL cannot be removed must be tested to verify adhesion of the
Miami-Dade County Considerations: Mate or join adjacent sealant or to determine the appropriate surface preparation if
surfaces priorto the Bastik915 skinning and subsequent curing,
needed.(See ASP section on next page for details.) NOA No.: 17-0329.18
to maximize wetting potential of the sealant to the substrates.
To remove laitance and any other loose material, clean MIAMM3ADECC7l1NTY Expiration Date: 05/24/22
Allow full-cure,typically 7 days,prior to any mechanical stress concrete,stone or other masonry materials with non-alcoholic "' r Approval Date: 05/04/17
Page I of 3
ROOFING COMPONENT APPROVAL LIMITATIONS:
Categorv: Roofing 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials
Sub-Cate2orv: Cement-Adhesive-Coatings Directory for fire rating of this product.
Materials: Polyurethane 2. Bostik 915/915RT Sealant shall not be applied in inclement weather conditions.
3. The products listed herein are components of roof assemblies and are approved for use with roof
SCOPE: assemblies that list the products listed herein as part of their roof assemblies Notice of Acceptance.
This approves Bostik 915/915RT Sealant as manufactured by Bostik, Inc. as described this Notice of See roof system Notice of Acceptance (NOA) for application rates and uses.
Acceptance_ This product has been designed to comply with the Florida Building Code, including the 4. All products listed herein shall have an unannounced follow-up quality control program from an
High Velocity Hurricane Zone of the Florida Building Code. approved listing agency. Follow up test results shall be made available to Miami-Dade County
PRODUCT DESCRIPTION: Product Control upon request.
5. Change in materials,use, or manufacture of any products listed herein shall be cause for termination
Bostik 915/915RT Sealant of this Notice of Acceptance.
Property Standard Results 6. Bostik 915/915RT Sealant shall be applied in accordance with manufacturer's published application
Tensile Strength (ci` 73° ASTM D412 161 psi instructions unless specified otherwise within the NOA approvals.
Elongation (a' 73° ASTM D412 E�1%
Modulus of Elongation ASTM D412 790 psi
7. All products listed herein shall have a quality assurance audit in accordance with the Florida
Tear Strength ASTM D624 36 li Building Code and Rule 61 G21-3 of the Florida Administrative Code.
Adhesion Peel ASTM C794 29.2 -39.4 pli 9. All approved products listed herein shall be labeled in compliance with TAS 121 and shall bear the
Hardness (Shore A) ASTM C661 32.5 imprint or identifiable marking of the manufacturer's name or logo, city, state and following
UV Resistance ASTM C793 Pass statement: "Miami-Dade County Product Control Approved" or the Miami-lade County Product
Control Seal as shown below.
Note: The physical properties listed above are presented at typical average values as determined MlAMI-DADECOUNTY
by accepted ASTM test methods and are subject to normal manufacturing variation.
END OF THIS ACCEPTANCE
EVIDENCE SUBMITTED:
Test Agencv Test Identifier Test Specification Date
Momentum Technologies,Inc. EX29D6C TAS 132 67/19/66
NX92E2A TAS 132 63/15/13
MANUFACTURING LOCATION:
1. Conyers, GA
BUILDING PERMIT REQUIREMENTS:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable Building Code in order to
properly evaluate the installation of this system.
NOA No.: 17-0329.18 NOA No.: 17-0329.18
MfAMk[�4DE COUNTY Expiration late: 05/24/22 Expiration Date: 05/24/22
Approval late: 05/04/17 MWMNDAdE COUNTY P
page 2 of 3 � � Approval)ate: 05/04/17
Page 3 of 3
L-Mount I nsta[lation Instructions
L— Mount QMLM / QMLM —ST Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, sealant compatible with roofing
materials,drill with 7/32"or 1/8"bit,drill or impact gun with 1/2"socket.
Elevated Water 'Seal Technology@
WARNING:Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment.
ITEM O. DESCRIPTION QTY.
THIS EDGE TOWARDS ROOF RIDGE N1 FLASHING,ROUNDED CORNERS, 9"X 12"X.040 .438"HOLE,5052, 1
MILL
2 L-FOOT,2"X 3.30"FOR.438"O.D.FASTENER,2-1/16"SLOT,6061- 1
T6/6005A-T61,MILL
3 WASHER,SEALING, 5/16"ID X 3/4"OD,EPDM BONDED SS 1
4 LAG SCREW,HEX HEAD,5116" x 4", 18-8 SS 1
STRUCTURAL SCREW,QMPV,T-30 HEX WASHER HEAD,5/1B'X 4-1/2", i
k5 18-8Ss 1 t' cOtIrse
1
12,00
r
4 Locate,choose,and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert flashing between 1st and 2nd course.Slide
mounted. Select the courses of shingles where bar, just above placement of mount. Remove up so top edge of flashing is at least V4" higher
4.20} 'STRUCTURAL mounts will be placed. nails as required and backfill holes with aproved than the butt-edge of the 3rd course and lower
C10 3 sealant.See"Proper Flashing Placement"on next flashing edge is above the butt-edge of 1st course.
SCREW page. Mark center for dri Ili ng.
AVAILABLE ON
QMLM-ST n-
4.50 VERSIONS ONLY -
i
9.00
I-
2.00
0.408
iiiid
1.00
2.09
AVAILABLE IN MILL,
3'30 j '90� O 1 AND BLACK FINISHES
' a Quick Mount PV
+040 1 T__ TITLE. `
{2.50 (154) 4.04 QMLM & QMLM-ST: L—MOUNT,SIT, 2- If attaching with lag bolt use a 7/e"°bit(Lag).Use a Clean ofiany sawdust,and fill hole with sealant Place L foot onto elevated flute and rotate L foot to
2.75 I//8"bit(ST)for attachingwith the structural screw. compatible with roofing materials. desired orientation.
— 111 6H SLOT Drill pilot hole into roof and rafter,taking care to
QMLM QM LlYL 1 y�-Sr UNLESSQTHERWPSESKCIRED: SIZE DRAWN BY: AAP REV drill square to the roof.Do not use mount as a drill
fYl DIMENSIONS ARE IN1NCHES 7 guide.Drill a 2"deep hole into rafter.
TOLERANCES: A DATE: 4/412019
FRACOONAL!lt8
RWpiTAATAW CStllf1PN111A1 TWO PLACE DECIMAL ;-19
R6 RepRrn ciR,Yu 4�Nrur#pHrItaIWAW+T4GIHF.S4IF PR[NRRttff ryuk=z.r."¢wr[r Pv ANYR�'1KTMWPARr ORA5APflKJLEiY11"9 R* DO NOT SCALE DRA4 G TMEE PLACE DECIMAL SCALEe t:A WEIGHT:0.7565 $NEETI aFI
:-wrcarmePEw,csKar+oP ou tics mcArc+rwnPRczp�nF". COPYRIGHTO 2019 QUICK MOUNT PV
- -- All roofing manufacturers'
5 4 3 2
written instructions must also be
followed by anyone modifying
a roof system. Consult the
roof manufacturer's specs and
instructions prior to working on
the roof.
Prepare lag bolt or structural screw with sealing You are now ready for the rack of your choice.
• washer. Using a Ih-inch socket on an impact gun, Follow all the directions of the rack manufacturer
Quick Mount PV drive prepared lag bolt through L-toot until L-foot as well as the module manufacturer. NOTE: Make
can no longer easily rotate.DO NOT over-torque. sure top of L-Foot makes solid contact with racking.
RESPECT THE ROOF NOTE:Structural screw can be driven with T-30 hex
head bit.
BI 7.2.3-44 Apr-2019 Rev 6 BI 7.2.3-44 Apr-2019 Rev 6
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