HomeMy WebLinkAbout22-37655335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
T91MEMMMUMT17rx-m
Issue Date: 03/16/2022
Mail =1I
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE�
PERMIT EXPIRES N 6 MONTHS WITHOUT APPROVED INSPECTION
+ City of ;.rFax-813-780-0021
Building 0epartment
Data
ae a.�ras�rssws �. s� mtie ar
6341 C013BLE BLISS STREET
4 FL 33641
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f ' ' ! � • � s R it w 4 +.:.: i. "" w a
SUBDIVISION I SIL
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
CONSTR
1XI
INSTALL
BLOCKNEW
U Al
(OBTAINED
ADDIALT t' . ED
REPAIR
Comm OTHER [SOLA
FRAME STEEL [=]
no y M YMINNVI
DEMOLISH
BUILDING SIZE ] SO FOOTAGE HEIGHT
t tt t tVattit, VA VArt It, .VCt tt't act'tttctt.t..t ttttt'VCxA'V °tttVt't-t'tt; -CA-1
BUILDING $ �' '�? VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE y fPROGRESS ENERGY W.R.E.C.
PLUMBING
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO
BUILDER COMPANY
mQLp+ GROUP
SIGNATURE '� " „� REGISTERED Y i N FEFGURREN Y t N
Address 9908 R RS CIR TE 4 B A RATON, FL 33487 License #
xie
ELECTRICIAN COMPANY URBAN +� �% ��
SIGNATURE REGISTERED YY l NN FEE CURREN YIN
Address 990S GERS CIR STE 4 BOCA BATON, FL 33487 License # EC i 3005324
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N �IEEWRRrNY i N
Address License
MECHANICAL F� COMPANY E;
__
SIGNATURE ,W REGISTERED Q
FEE CURR.. *WY f �.«
Address License#
OTHER COMPANY
YN SIGNATURE E=:== REGIST
ERED RlIrNY��
Address License#
I€O0lt&0l00lt#0$�M-t0000000000Q00$1IOtS�S1
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal data. Required onslte, Construction Plans, Stormwater Platys w/ $fit Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdiv"isionsliarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction.
Minimum ten (10) working days after submittal date, Required onsite; Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpstor. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Dlrections.
Fill out application completely,
Owner & Contractor sign back of appiioailon, notarized
If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7600)
** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs If shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of 7,ephyrhills Permit Application Fax-813a80-0021
Building'Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to "deed° restrictions" which maybe more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSiBIL.ITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. if the contractor Is not licensed as required by low, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division -"-Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES iMPA'T AND RESOURCE RECOVERY FEES The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89.07 and 90-07, as amended. The undersigned also understands; that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,600.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT; I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction; zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated.) certify that no work or installation has commenced prior to issuance of a permit and that all wont will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to Identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterMastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health "Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise In good faithtoinform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs; wells, pools; air conditioning, gas, or
other installations not specifically included In application. Apermit issued shall be construed to be a license to proceed with the work and not as
authority to Violate, cancel; alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. if work ceases for ninety (90) consecutive days, the job is considered
abandoned.
sworn
as identification.
2typed,
Notary Public
CommisName of Notary or
r stamped
MWMWW_ WITIM
M1110,51"MME-3W IM. 144MM�'
PFR%M WNTIPA;
The undersigned hereby gives notice that improvemerit vri'll, be made to oviairt mat property, and In accordance with Chapter 713,
Florida Statute% the following information itir(ovirlad in 61h; Notice ofcoaomenccmftt
sugotvishos SILVEPADO RANCH BLOCK 9 TRACT fOT_3
- 'SILVEP6,00 RANCH SUBDIVISION PHASE SA PS 78 PG 033 BLOCK 9 LOT 3
3. COMM MPORMATION Olt LUSURNMRMATIONIPTIft MWXCOMACTrUVOR THr IMPROVeMMYT:
ROACH OWEN 0 & HERFA MAY T 6341 COBBLE BLIS$ $TREETZEPffRHILLS, FL 33511
b, )"tagot in Property,
C, Nstnt and afteam off" sh"O# t"11"a firdifferent fiM Oww lifta abow�
4S. COMITRAC"A'S NAMZ. Ud"" 49olor am
goo S. *O—OR-S-arsu
Nowne ant ad&cjx
tt phoe ftor"W: — C. Afflouel of mod.
A. A. TANNOX4*9 NAM.,
Lendeeo mikhm: Moot
7. Persons within the State of Florida "Snated by Owner aptor whom notices or other documents may be served as provided by
Section 713, B (1) (a) I., Florida Sistutes-
0, warm and ad**":
h Mor aumbos oftles;poted pereops:
S. a. In Addition, to himself or herself, Owner designates
to receive a copy ofthe Lienor's Notice as provided in Seetion 713,13 (1) (b), Plorido Statubts.
h Phone hwnba Oporso" or traity defteoW by Owtor
9. Expiration date oftotite of vnencornant (the expiration dale will be I year torn the date of ding onless a diftrent date is
specified):_, 20___,
f-t�,W-X-,,-,��MAW�-..
State of)
County
The foregoing instrument was acknowledged bcfm me by means of physical presence or online notarization.
2�
Q
for
(m*mo of pacn beworwhom in strum"t WIR executed)
Personally Known orProducedItlentification,,k— IWO of identification Prtaduced
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ROACH, OWEN
-INTERACTIVE PHOTOVOLTAIC SYSTEM
NEW GRID
I
DC SYSTEM SIZE
GENERAL NOTES SYSTEM ET.
IS
_
NEW rRG NTFDA slJEPr{0'rOvOL,AIs:
A SYSTEM WIIH N) BAIHERY STORAGE
C: SCOPE OF WORK
1 THE PRCHECT IS NEW PHOTOVOLTA,.. aYS,"Ei CO, iSIST aECI SOIL;Sr<RRAY:STAND EQUIPMENT ��, rP„t. NGO SYT.;,°`-r1 S.'_ E>A >.Z�.7.o WV zCS7C
AS>OGAT E.) POWER CONDITIONING EQUIPMENT, 1. ALL ELECTRICAL C 7t=A?4. NEN S INSTALs.ED OUTDOORS, EXPOSED TO AFAR.HE, R 0'1 IV`d
2. ALL CONST€4UCT€ON SHALL C OYAPL"F WITH THE AMDPI ED _EMT ION C„ THE i, Ni"E ,i..x7€C.--t ,NAl DAMrP OCATIO, %S SHALL RE RATED FOR NEMA 3R OR GREATER. iNST.A. A.'ON< OF Ct°E. F
gACY Rt,:-I"i s"•:C OF tSTcl':T 5.51. K':3,/
� 3.:".L_.r..',isCOCi„ AND ELECTRIC CODE ASSPECIFIED !'.";i,=FtO.rCT"p C,:C.d.)iL"S.COMPONENTS FACE `CJi+,9'z_f WITH THE t s
3 S�f€_:_ ALSO P Y iLAPP I,sI.Y COUNTY,Tr)+rri r i it MANUFACTURER'S K S INSTALLATION 3 tINSTRUCTIONS.
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Ultt aDa ,Jv SARD REGULATIONS. 7 1� .., •P"; "❑, i -t ACr-,,F S rtd;PT S Gf S s XT _s 3i ai iE SCis P )NTED rr l >t _ 3 ,I T
s LEAF, A1: O;1"."�,.Rr;cser 22 S�A
n THE SYSTEM WILLBc" iNTERCONTIRCTEDTO THEELECTkICA( HTII ,Tv RX) IN ACCORDANCE STRUCTURE iNA APPROVED 'JANNER,
,_,..... _ ,...,
1 WITH THE REQUIREMENTS OF T HE ADOPTED ELECTRIC AND THE ELECTRICAL LI ,f TY COMPANY, 1 AT THE COMPLETION OF THE PRO) ECT NEATLY (YPvD ACCURATE PANEL BOARD
€ 1 c THE CONTRACTOR - , s PR ,-*, E ,r R c CONSTRUCTION Y. I OF _ - ,",WH ADD _1 K LAI GI ,.,A+
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€.t. SHALL RUJ.�E ,3,. )R.CiR Ofv sr7,J 'J;d ., TD..Ad .z,t £ i �' t €-; o - '+ ,v ., MODULES Ji.,. f .. ,rim: A h~:•.. A L RA 1 R t,. ![) PARS f-L C#:_ P °0. D. ACT.
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INSTALLATION O 7 ELECTRICAL QUiPsANTT CONTRACT O2 WILL r vt A_ENTSPARES .B THE Lcr POSITION. +
SUPEWISRDN FOR THF WORK TO BE ACCOMPLISHED. CONTRACTOR SHAE1�:A OP 4. ALLSAFETY SWITCHES d�HeAt. GJ7f ITYPE WITH C-R€FER rK*:`D n DRAWINGS FOR APPROVAL BY OWNER AS REQUESTED t- x ,, r �.. , ,, A , s 'NV_..!ERS :19( EruatHl`sc iQ7DLltS-72-(€,'€-li.S
HA.N D E t_OCK O, F PROVISIONS. SWIT HES S`HAL 3F t NU: ACTUREit BY A COCA AN:;Y P4€CRO,N7aERTEkS
z 6 TtiE"RE SRIL BE NO SUB✓i VISION FFOR ANY EQU IPM, ENI tA.-F .?rF. VENDOR ✓ART PtiUf�tt3ER ON CONSISTENT WTH OTHER INSTALLE C QUIPR,1r',;N V'dHENE€ ER POSSIBLE, PART NjUEPSERS,
THE DRAWING tAtHH `. T WRF T ED APPROVAL OF", HE PROFESSIONAL ENGINEER, t,'r7P✓r"JON RATING AAD FIC NG SHALL BE AS S€'C}WN ON BRAE DRAWINGS. _...____� ....,.�
ITS SUCH AS CONvPJi, S, WIRE, F :NGS, .FEED. Aftc NOT r' t` ^,c: r rti.�s._..�,,:.�?a BAD(- _-u ?,BEAKER IN SSE
aPECiE=F.iJ C., FITS, S CANNOT €' S- NTRAC'. <. R HAs ENSURE Ag L C rC AND MAINTENANCE ' . ARANCE PEC"I;.it#2EMEN'T S
c DOR E S,7... A ,tt BE DEDUCED. ARE MEt FOR s' ;-t �aa UiP
sI _.;vV zCcUi;-MENT ANiD MA MI AINEv OR EX-STl, fi E`l.s M-i`BT. }.', n r r X r� r � dR N! _H O. 10MODULES
C'. CONTRACTOR L' -
r THE CONSTRUCTION tYL 3 � d OC RA 'TO. 71`4D HIS ,JB CN�TDPC7ODS A t THAT 'iv t S
P �. ^ii' "T �1 aC N.> o, CONTRACTOR S. Ai.# ' 1E D VcR,r F E U€. N`,EPdTC A,AiC CE Fly[i" A r AEN<I., J'!<93(-E C C? -
r GENERALLY P r ' i. . BRANCH 0" MODULES
n ! r.. r i R _ C% y 1 CONSTRUCTION C 3 s=. ACCORDANCE t"3AivG WITH � rte d RA._LY ACCEPTED ci) O. 4 RJ f J%! PRACTICES 1ATs U T .. fT - ,
#S ON `t , G D HIS O TRAC'"LORS R L B FICN r D 0 ASSUME S AN J COORDINATING ]AtG LOCATORS Vtll N
iIMPi .. OTHER TRADES, CONSTRUCTION MANAGERS,
, ANN S! TE AlPER,RU_G:.S PRIOR, TO
�P.;N.SsL SA r OF °r25Ud AD /A::DArF PA FASIPWENT.
,P.9
QUIP
R_QUIR V 'LLB MAD", 10 APPi Y COTITtO1SLY 7. EVERY STRUCTURE AN PORTION T.EPEOF i CHIRING rNSiRUC LIRAL �� __. ,m......,....
SITE
I E DETAILS_ AND iS NOT .rTc.70 NORMAL WORKING HOURS.
3. CONSTRUCFK)N CON7RACIOR AND HIS SUBCONTRACTORS FURTHER AGREE. 10 GEFEivD, COMPONENTS i AT ARE r�-R',MANFNT ATIA:CHED TC SFf,vICE UP,:_S ANC; 1 F,EIP, S POi{_I" ......�.®...q..re ._ _
INDEMNIFY AND HOLD�'.-,.ftMiESS THE DESIGNkOF"zSS1oPdA` MOM ANY AND A . L .3,La s_Y AND ATTACHMENTS, .SHALL BE DESIGNED AND CONSTRUCTED TO RESt . THE EFFECTS 0F:
F ,
K ;,,.„ ,�, r , ,- r".. T..s.,= T EARTHQUAKE r QUAKE MOTIONS INI ACCORDANCE WITH A t l_ 7 EX IPA:I PALING CHAPTER 14 ARIES � iWE , XTP ,"' ,E = FTAL
�:. A RA. C v _)N I'HT,_,'_'?.vR..?r'i3.Ci �..r `JIOr'(Ci„, ;?Sr ,,.t_..,
A P
3 � EXCEPT t=:µAs vARIt7 ROM TA �P. PdO(X
,; SOLE NEGLIGENCE 1 fi - F AE SPIAIC DESIGN) A EGOR t FOR A ST RUC sURiS PER S141-[TED TO BE RE TIE N�;E(? `.�,r=E L/ ~Is6E€ S:; C`
x 9, CONJST2r;CTIC±?Y CONTRACTOR An, r) y3> SLJ Br:<)NTR„T'"U:?> WILLBE REQUIRE TO REPAIR ANY IN ACCORDANCE WITH SECTIO
N "'13 OR ACE 7. <, t.>y;.i11D S.J. W LOAD n p;c
-, DAMAGE C%Ob .OBIT. f.f"•"P C.' , GROUNDS OR LITILITIES AT NO AD:ir71•:.) PL CcOF To THE 3. ALL Ci %filTftO SAND SWITCHES INTENDED .xDEC TO BE US_v v3Y ! }:_ O: L1;FnT OF THE R.J(Tt,.'t -
i z ( >T.,P,AuR U tct`::'=. TA:P hi .Ta-,rcKr., >x N�,. ,:P'!d"_L"OT BE A:..i ,1,...,o,.:F#;<; OR AREA TO C.O`+:Tr',:C7'_ ., SPEED 14u';*rFtP ;nSC:E7-^.,6i
0 ROJECT-RESONABLE HOUSEKEEPING ADD CLEANUP _1G i Pn&G AND RECEPITACLE OUTLETS, APPLIANCE AND COOLING, , H'uA." %'a<.. ,;N A _
SHALL BE CONDO T. „TED BS': DURING . €',H,NdC _ r_XECUTION OF AND AT "—C -USION OF -FHF VEIxNT A FI NG EQ PYAIENT SHALL BE LOCATED
ED T= :.,,.TeGO.s:Y I!
i pROiE T. NO NIORE THAN 4E INCHES MEASURED FROM FHE TOP 0 F:HE ;IJNNCTiON OR DEt/;CE BOB j3
I 1r .,N;TRA "TOx S-A7 s- Ar_ A I„I POST TENSION !G CABLES E, 1N'�OSvC t P".: 6t"S;A.s:..} .:OR LESS ESS THAN S INCHES
( t :_) Ek7:.,).�URr- C%F.T EC;OR'f C
I SHALL VEM F t HA" SUCH S_£:S DO NOT H r2 FERE "'ALI H THE L.00A t!O •:., OF MEASURED To , 4_ BET OM .tF "', HE jUNCTION! OR DEVICE PDX ABOVE THE FINCH-D
P S i'LERS A' SHOWN IN l;tE ATTACI XA NI DCTAiLS, F L0OR
S 9. ALL - uJTLSTS CiFN BRAPVCr# ;�iRCE7rT5 OF 3D - ANr:paiRES OR LESS ANDGOVERNING
CODES
GENERAL CCAN"'V1[. N=CATION SYS'"iEM RECEPTACLES
1 THE ACTUAL WSTENII EQ IPMEIX ' SPEC?F1CATICINS FOR THE PHO WSCI�TA;:. SYS-FEIN ARE: SHALL s LOCATED A _.
$ � .c Sr'ft 3..'-Jvr'tcD.•'JkVI£�R_THAnt�A,€��C'`-.';.PPEr+.ate?_J,`�t)?�,i-%E'{}?}T!-#E FLORIDA c. ,x.CODE,r,....r,:vx , Kii" S7 C'r ,Hsv. 3TE' 1 ""N'?02'31FRC}
.P1S.rST if�tATiONON �:'',rr;cA�E#R.,tL i0._,..'F§+ : BOX LUDEOi sH:RECEPTACLEdECvE! "CFP: r r
JRfix#Cr#SNECESSARY -tRCLARI,YIftDDiz,IONTHE ACTUAL VENDOR I"ECi =Av3Ct:£US€"'NUR _ESSTHAN
7.,>INCHES MEASURED TO TIE 3C)TTC}¢J£C)F1if 2FCcp,,..�._v .�;,ivA BUILDING CODE, Jr'ri EDITION (Fi3C)
DATA SHEETS WILL Br'. !N,}CLUDED AS PART ON tt_ PERMITSU^SMITTAL, Ot:=TUFF f3C3X !7R R CEPTACLE HOi SINE ABOVE FINISHED FLOOR.
s • f�. E
2 ONLY NEW INAIATERLAL WILL BE INSTALLED AS PART OF "-HE PROJECT, ALt.. NEED INSTAU ED F 1RI'lA FIRE PREVENTION CODE, 7TH EDITION 2020 (FEW)
1
'4 BE 4 _ T
cCkPir'sii'_,iT i# t .,r APPROPRIATELY €ATcvY LISTED ADD N ::"; 2A EE`. ALL ;SF1,1 �.r1.0 rt. ^.fl" aMi;u€fliiCi
t :_.,... .: .. .`.ilr,ix!JI_r NEC 20e.7 CODE B.✓:
SHALL;AV P_R�JaN sT P:lS-FI ENGRAVED ;DENT€ATIONTxGS ,NSi.LF ). 1. THE <RC1N7IP6 SYSfPtSE€F_L.r_ET THE RECt,RErE is Cr THE 3 _?CD THE LOCALI
3. ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION IO N OF NEW RACEWAYS AND AGAR FED CODE. ALL ELECTRICAL EQU„ rOENT AND RACEALA`1S SHALL. BE PROPERLY QUIPPAENT SHALL BE R SPONSIB,i TY OF THE ELECTRICAL CONTRA,C.G'R. ALL TJ `RK SHF {'_ :GROUNDED. SHEET
INDEX
q,/ ,ii
3E PERFORMED BY TRADESMAN 2. AN INSUI ATED EQUIPMENT RO ,N#DING CO#`#DUD i OR, IN ACCORDANCE WITH NEC _
EXPERIENCED IN WORK -REQUIRED. ALL FINISHES SHALL SAA', CH THP EXISTING ADJACENT CODE, SHALL ALL BE " ROVIDED iN AIL . CONDUITS WI TH CURRENT CARRYING CONDUCTORS. A' L SHE"`. NO, S3-,EFTRAMS
NISHES. C PENiNG IN FIRE RATED VVkLLS Al . CF ATCLIEC IN A MANNER Mr I€"i YN INS- S S B r.. O THE # e � ADD - -
: � vUCSa ✓._L..z ECI``J?.S i.>=...t.ueR,-.r FED FOR a<r~T R.:=itA.iT,;3I>�------...,.--.
HE t RIG[A .L FIRE AND SMOKE RATING. CONDITIONS OF USE. P"V_l COVER PAGE
j rz DRAWINGS ARE CLAD ,A.V3,AA"=iC IN NATURE AND CANDOf SNOtAL EV,BY CONNECTION, 3. THE GROUNDING RESISTIVITY WILL BE TESTED ALTER NS T ALLATIONN 10 CONFIRM 5 £JHNS
1UNCTiON BOX, XMRE,CCiNDUI T, i� {� OR LESS RESISTANCE �ROAA RACKING TO GROUND, IF ;ROUND RESISTWNCE IS GREATER =:'7..2 FIRE SAFETY PLAN
T{' THE ` NTP,ACTOrR S€-#ALL B_ RESPC..6NS„,L.E FOR P <ORSIN A CC:AP =TE Ai ND `CEiA' N { 0HU?S AODITIO.NAL GROUNDSNG'UIiLL 3E INNSTA€.' ED U;~N <EL P.; SISTA.t4CE iS LESS -.<, .> c,-- r
, v..w L rP �' 3 ''3r DIAGRAMFUNCTIONAL ELECTRICM SYSTEM, I F#A a s OHMS,
V S. CONTRACTOR TIER SHAl L COCIRD NACI E A POWEE A C)U''AGES VV=TH T 3L J"= Z S PV 4 ccLECTMCAL. CALCULAT SIRS
REPRESENTATIVE IN ADVA CE. 9 ....
3 PAN IS DESIGNATIONS SHOWN ON 11 H-SE ORAVO N'�S ARE GIVEN FOR CLARIFICATION Of WiRi NG DEVICES PV-S ! S LS
THE L RCUITING ONLY AND 'tt,:A.Y 3_ RECEPTACLES SH € BE AS DESIGNED N HE DR 1 NGS AND S #OULD BE A BRAND .�...
t ITY, S RA: K;.'" LAYOUT G Y
O] CORK S. O As 10 rH DES`.GNATIONY Fr UND IN `LE F . D. COI S � c.N.TT kAi H OTHERS Pa T.t...'J VICINITY WHENEVER P05513' E
7 ELECiRGAL I FS I NGSHALL BE IN COMPLIANCE WITH N„ IVA SEE 2. ALL. MIRING DEVICES SHALL BE PROMISED WITH APPROP`4:A. E COVER PI A ES. ANY g Pyr...7 STRU TURAI 'DETAILS
V c:x•A 9 BOXES SHALL HAVE BLANK i
CONDUIT AND WIRE COVER PLATES COVER PLATES SHALL BE LEXAN~1 ''iASTsC OR STAINLESS STEEL IN FINIS,iE D PU-B WINDLOAD CALCULATION
Mi EXISTING CONDUIT RuNS ARENOT CHOSEN, CONTRACTOR SHAU V'RIFY EXISTING ,^.,1'EA GAT.VA IZED COVER Pb%TES MAY SF USED ;N EQUIP LENT ROCIMiS.
s ON:DUIT- LO AT.IONS IN HELD Eli-9 .A DU E DAYASHEET .m .
2 ALL CONDUCTORS SHALLBE INST _LED IN A RACEWAY AS SPECIFIED IN T-# DRAWINGS. IAR.c?[N;a AND S'F#AS9I16G
IHE EXCEPTION IS PV SOURCE CIRCUIT CONDUCTORS IMAGE OF AV 'WIRE CABLE. THESE: 1. FOR zABEUNay, USE NUMBERED OR RATED LA3FiS.TC} INDICATE STRUNG NUMBE` , oU-;',; INVERTER GATASNEE€
e CONDUCTORS MAY RE EXPOSED WITHIN TIFF PV ARRAY. 2. AS A S ERD' OLH E FOR LABELS YELLOA! TAPE MAY BE USED FOR PHASING o=,1-t rT7CiIN. BOX T
_1 UNCTION X DATASHEE.
3 INDOOR FIAT F!7' NS MAY RE CO;A PRESS ON TYPE. F. S 'EE . SE SCREW sYpE. 3. EACH NIFTHOCi DESCRIBED ,4B£}'JE A"#ILL Ncct: TO £:c PER. OR. €ED C?N HJTfi POE.3'sV'r _
f OUTDOOR DOOR, EMT F31-'-..iN. 5. tIi35T DE CO 'iPCfESSi '`s RAINHTTYPE AND NEGATIVE AT PC h4TS AJ`-tt#Rf P'd-;.L CO AERNER PANEL DATASHEE7
i v A A P -L:. ROPE SHALL 3E INSTALLED IN r LI, EMPTY CONDUITS. CONDUCTORS AR_ TERSAINA I:.D PV-z3 BACKING DA7ltaHEET
€ SCONDUCTORS MATERIALEi NER COPPER OR ALUMINUM iN SPECIFIED IN THE
'DRAWINGS. CONDUCTOR INSULATION TAPE SHA(.L BE i `i DS - 2 UN' _SS OTHERWISE
VOTED. M,,..... PV-14 ATTACHMENT D.ATASHEET
k a PV-15 S ALANTI DATASHEi.7.
T
A PV-3.6 GROUNDING IS BONDING DA"tL'F-Sk-3EE"f
3
i E
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5
VICINITY MAP
8L.RLv=NG ADDAd MEN` SEAL SsANIIIa
ICE
11, 1 F LORD & LAWREN
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S7 J,3 �A,:,:. �,lO}:: tt r:v. ,u �J:;'-. 211
GREENACRES, EL 3346s tJS.F<
FLORIDA 2Er_T3Y# ;3R69
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:R PATON, F .. 3`R7
SOLAR CONTRACTOR )R LICENSE:, .
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ROOF ACCESS POINT
ROOF SPECIFICATIONS
ROOF MFORNIATION
ROOF MATERIAL ASPIiAI:,SMNGI-E
ROOF QUANTITY SLOPE AZMUTH
ROOF I
ROOF CONDITION FAIR
RAFTERS 2"M"@24'0,C.
SYSTEPA 114FORMATION
EA SYSTPl SIZE 7.6(W
AC SYSTEM SIZE 5,51 ASS
CE PANEL
SE)
IAIN COMBO
OUSE)
DISCONNECT
FUSIBLE)
WINER PANEL
ME
A/AY SETBACK
NOTES;
1. LOCATION OF JUNCTION BOX(ES), AC
DISCONNECTS(S), AC COMBINER PANEL(S), AND
OTHER ELECTRICAL EQUIPMENT(S) RELEVANT TO
PV INSTALLATION SUBJECT TO CHANGE BASED ON
SITE CONDITIONS.
2, SETBACKS AT RIDGES CAN BE REDUCED TO 18
INCHES IN COMPLIANCE WITH FBC R 324,6,2:
TOTAL PLAN VIEW AREA = 3104.28 SO FT
TOTAL PAL AREA = 19(74 IN)(41.1 IN)/(144 IN A 2)
= 401.3 SQFT
(4013 SQFT/3104.28 SQFT)100 = 12.93 %
TOTAL Phi AREA POPULATES 12,93 % OF TOTAL
PLAN VIEW AREA AND IS WITHIN THE 33%
REQUIREMENT,
LEGENDS
METER MAIN COMBO
SUB SERVICE PANEL.
S JUNCTION BOX
! AC DISCONNECT
J
cp COMBINER PANEL
HFI;a,P 3 ROOF ACCESS POIN1
----- - -----
STRING TAG
CONDUIT RUN
FIRE SETBACK
ROOF OBSTRUCilON
S�,,ALDING DEPARTIVENTSF-AU ST-Mvip
LORD & LAWRENCE
CONSULTING 84GINEEP
CONTACT: (561) 4448192
5700 LAKE WORTH ROAD SUM- 711
GREENACRES, FL 33463TIS`,
FLORMA REGISTRY# 33809
Ur banSolar
CONTACT: 561-609-2664
990 SOUTH ROGERS ORO - E SUITE 4
BOCA RAT ON
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SIGNATURE �DITRSEAL
A 1,,v
7
/k
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N 8 3,317
Z".
'j-
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FIRE SAFETY MAN
PV-2
1 STRING OF
(N)SOLTECTION
10 MODULES Wl FH
JUNCTION BOX,
MICROINVERTERS NEMA 3R
v
1 STRING OF
09 MODULES WITH
MICROINVERTERS
G
A
MODULE SPECIFICATION
N4,ANUFACTURER HANWHA CILCELL
0,PEAK DUO BLK
0ACDEL NO, fvk-(310,A*400
PEAK POWER (Pmpp) 4100 W
PEAK VOUAGE Wmpp) 37,13 A
PEAK CURRENT JImplp) 10 77 A
OPE,N CIROA-i VOLTAGE (Voc) AD A
GlORT CIRCUIT CURRENF(Isc) 11 14 A
(N) 80A ENPHASE
IQ AC COMBINER- 4
120/240V
-NEMA N
ENVOY IQ
15A/2P
20A/2P
20A/2P
MVERTER SPEOFICAT�ON
MANUFA(TURER ENPHASE
lOODEL NO. lQ7PLUS-72-M-!J,Sl
VAX. DCNPUFVOLTAGE 60V
KAAX, CONT. OUTPUT POWER 290VA
NONIM,",L AC OUTPUT VOLTAGE 2 40 A
NIAX, CONT. L TPUI CURRENT, 1.211A
INTERCONNECTION
120% RULE - NEC 705,12(B)(2)(3)(b)
UTILITY FEED + SOLAR BACKFEED
150A + 30A = 180A
BUS BAR RATING x 120%
150A x 120% = 180A
150 A - RATED BUSBAR
(N)30A AC DISCONNECF (E) SUB SERVICE PANEL
240V,UNFUSED (MLO)
NEMA 3R, AIL LISTED
I
m
(N)30A
m
N
ARRXf DIETAILS
DC;YSTEM SIZE
7.6 AAA
AC SWl EfA SIZE
5.51 KW
TOTAL NO. OF N10DULES
i9
NO, OF MODULE PER 5 MiNG 1@10,1@09
NOC OF STRING
2
G tI N
PER fl, STA TUE 37T 705r Suu 7/11/20! 77) 1Ki MAN as
AWRENCE PE48331117, AN ENGINFER I L k"ENSIED PURSUANT
T 0 CH AG',"ER 471, CE R-T, FY THAT H E PV 71�1_-_- TM CAI SYS"IT M
AND Ell', CTRICAIL COMPONENT 5 ARE DES)JIGNED AND
INE IN A CONT PPROVE'D USING "T"HE STANDARD5
NICYST �U:CENT VERSION OF T,,-IF UF�IDA Bl M DN�' CODE,
BUll DiNG DEPARTMENT SEAL ST,..V',P
LORD& LAWRENCE
C'ONSULTUNG, ENGNEERS
CONTACT: (761) 4448192
S7100 LAKE WORTH ROAD SUITE 21111
GREENACRES, AFL 33463,USA
FLORIDA REGRiTRY# 33809
lanSolar
CONTACT: 561609-2664
990 SMTH, ROGERS CIRCLE SU'Tll 4
BOCA RATON, FL 33487
SOLAR CONTIWC-TOR LICENSE: CVC56948
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'A
E ELEE CTRRZ I CNLL L I N E DDI TIAN �G R �APMI
PV-3
ELECTRICAL CALCULATIONS:
1. CURRENT CARRYING CONDUCTOR
(A) BEFORE IQ COMBINER PANEL:
AMBIENT'FEMPERATURE = 33'C
CONDUIT INSTALLED AT MINIMUM DISTANCE OF 7/8 INCHES ABOVE ROOF ......NEC 310,15(B)(3)(c)
TEMPERATURE DERATE FACTOR - (0,96) ..............NEC 310.15(B)(2)(a)
GROUPING FACTOR - (0,8) .......... .... .,.NEC 310,15(B)(3)(a)
CONDUCTOR AMPACITY:
=(INVO/P CURREN-T)xl,25/A.T.F/G,F ..,NEC690,8(B)
= [(10 x 1,21) x 1.25] / 0,96 / 0.8
� 19,69 A
SELECTED CONDUCTOR - 410THWN-2 ..,NEC310.15(B)(16)
(B) AFTER IQ COMBINER PANEL:
TEMPERATURE DERATE FACTOR - (0,96)
GROUPING FACTOR - (1)
CONDUCTOR AMPACITY
(TOTAL INV O/P CURRENT) x 1.25 / 0,96 / I ...NEC 690,8(B)
[(19 x 1.21) x 1,25] / O.96 / 1
29,93 A
SELECTED CONDUCTOR - #10 THWN-2,.,NEC 310,15(B)(16)
2. PV OVER CURRENT PROTECTION N E C 690,9 (B)
TOTAL. IN O/P CURRENT x 1,25
(19 x 1,21) x 1.25 = 28.74 A
SELECTED OCPD IS 30A
SELECTED EQUIPMENT GROUNDING CONDUCTOR (EGC) = 410 THWN-2.,.NEC 250,122(A)
SUR-DiNG DEPARTMENT SEAL 5TAMP
LORD & LAWRENCE
CONSULTING ENGINEERS
CON -ACT: (561.) 444 311 92
700 LAKE WORTH ROAD SUITE 211
GRFENACR, FS, FL 33463,USA
FLORIDA REGISI RYA 33809
J banSol ar 1,
CON'TACT : 561-61,S-2564
990 SOUTH ROGERS CIRC� - E S!WTE 4
BOC,AiRA', ON, FL 334817
,0LAR CONTRACIOR UC-NSE: CV1,56948
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PV-4
AC COMBINER PANEL
(OUTSIDE HOUSE)
EQUIPMENT ELEVATION VIEW
AC DISCONNECT
(NON FUSIBLE)
(OUTSIDE HOUSE)
CC I PANEL
SOLAR AC DISCONNECT
NE-C 2017
SUB SERVICE PANEL
(INSIDE HOUSE)
SUB SERVICE PANEL
6E ENCYCO WTOE'l I I �-
FRF,
METER MAM COMBO
(OUTSIDE HOUSE)
METER MAIN COMBO
ARNIN
NOT!-:'R
D F OR 11"i E, P"'10 I "Yv'Ol, fAK SYST E M S L
RE�LD(7, ME, WEATIHER RIESISTAN'll, AN.,' �-; 'I DU - D""- I
MAIT-RW. OR AN07"ll"R APPRoOVE-F) �'v',,,ATEMAI S� ITA,3Lt -C`R� i-HF NVHRONWE�' -Ul
N COMP I iAN'- LE WPI I NF-PA 1 11 12,
2, PON T-XT ""E'Gill-, . r--AP'TAlJZA-'H0,,,,,,, F""NT C(ALORNS , BA(-.KGR0,'k.jNlD
'010 1
DIAG RAM AND ',GN T P-X OTOVOt, TAIC- SY'S- � L, MS �AB,-'
2 'ND N-' 20', 7 690,56 P,,S APP!,l'-A8'E FOR ,,,H ALLC-0 M P LY Wl 1 11111-11 N �- PA 1, 1,1", r-
Vo' A
-I ICSYSIFEM 8" lN-S'lU'�,,U,fPD'
i I I
SULDINC DEPARTMENT SEAL STAMP
LORD & LAWRENCE
'4W CONSULTING EWNEERS
CONTACT: (561) 4448192
5 700 LAKE WORTH ROAD SUITE 211
GREENACREES,R 334--,3,J'-,A
FLORiDA RE:.IISTRY# 11309
orb -olar an:'.11,
CONTACM 561 609-2664
990 SOul IH ROGER I CRCLE SUITE 4
SOC'�' RSJON, IL 33487
SO' AA CONTRACTOR UCU6F: C,/C56949
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F LABEELS
PV-5
EQUiPMENT SPECIFfCATiONS
EQUIPMENT
DESCRIPTION
QQANT TY
MODULE
HANWHA Q.PEAK DOU B� K,11AL-GIO.A+ 400W
19
ENPHASE lQ7PUJS-72-M US
WFRFER
WOROINVEMERS
19
AiNCTION BOX
SOLrKTPON FU-1 R001`10P
I
COIOB�NER PANEL
80A ENPHASE 5QCOMBINER 4
11
AC DISCONNECT
AC DISCONNECT 240V, 30 AMP,
NON FUSED, NEMA 3R, UL LISTED
I
ATTACHMENT
CSJ!CKMOUNT IL -MIDI NT)
42
RACKINGSYST EM
HRONRIDGE fXR10) RAi,S
-
-in" rinr At,—,4,—rrr
ROOF SPEOFICATIONS ROOF INFORMATION
ROOF MATERIAL ASPHAUF SHtNGLE ROOF QUANINTY SLOPE AZIMUTH
ROOF 1 19 22,62'(5/12) 212'
ROOF CONDITION FAIR
RAFTERS 2X4"@24" Q.C.
SYSTEM INFORMATION
DC SYSTEM -SIZE 7A KW
AC SYSTEINA WE I 5.5i Kw
NOTES:
LEGENDS
1. LOCATION OF JUNCTION BOX(ES), AC
PV ROOF ATTACHMENT
DISCONNECTS(S), AC COMBINER PANEL(S), AND
OTHER ELECTRICAL EQUIPMENT(S) RELEVANT TO PSI
RAILS
INSTALLATION SUBJECT TO CHANGE BASED ON SITE
CONDITIONS,
-RAFTERS/TRUSSES
2, TRUSS LOCATIONS ARE APPROXIMATE, ACTUAL
LOCATIONS MAY DIFFER AND CONTRACTOR MAY
ROOF OBSTRUCTION
NEED TO ADJUST MOUNT LOCATIONS, IN NO CASE
-JUNCTION BOX
SHALL THE MOUNT SPACING EXCEED "MAX. MOUNT
SPACING"
FIRE SETBACK
S. PROPOSED PHOTOVOLTAIC LAYOUT M COMPLIANCE
WITH NFPA 1,2018 EDITION
EXPOSED MODULE
BUILDING DEPARTMENT SEAL STAMP'
- _1'e LORD& LAWRENCE
Illw/ I CONSULTING PENGNEERS
CORJTACT: (561) 444 8192
5700 LAKEWORTHIROAD SWIE 211
GRFENACRFS, FL 33463,USA
FLOROA REGfSTRY# 33809
u b tar risan, ol
CONTACT; 561 609-2664
9905OU3H ROGERS ORCLESUll, 4
ROCA RATON, FL 33487
XOLAR CONTRACTOR L'CFN.G,: 0VC56948
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RACKING LAYOUT
PV-6
IRONRIDGE (XR10) RAILS
QUICK MOUNT(L-FOOT)
QUICK MOUNT,
L-MOUNT
SHINGLE FLASHING
N�
V, ' "KATWlhir�
r-IN', A% I
WOOD ROOF QUICK MOUNT, L-MOUNT
TRUSS TYP. A SHINGLE FLASHING
Ni 7 to
5/16"x4" STAINLESS
WOOD ROOF STEEL LAG SCREW
TRUSS -FYP,
zome I Normal
Exposed
Zone Ze/2r Norrna�
Exposed
I CERTIFY MAT -1 H_E_ 1-M-11T iNG ROOF AND W-311 NG
STRUCTIjR" "AN W! TH5,,IFAND AJ DEAD J OADS' THE PHOTOVOLTAIC SYSIFE'lls,"ll AND Al"'L, MND LOADS '0-1-
'ass _C-_-lFD INTENS! T IN AC -CO, DANCIE W�TP I Hc FlOMDA
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B'tjfl_DNG C _r:
V_111�"!A
XR100 XR1000
6' (2- 5`11 2,
BURDINGDEPARPAEAN SEM SlIfUlP
LORD & LAWRENCE
ilw� CONSULTING FINGINEERS
CONTACI: (561) 444 8M
5700 LAKE WORTH ROAD SUITE 211
GREENACRES, FL 33463,'JSA
FLOROA REGISTRY# 33809
,ONTPCT; 561-609-2564
990 SOUTH ROGERS CORCI 'E SUITE 4
BOCA RATON, IL33!81
'01LAR CONTRACTOR U C-JCW943
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Systern Weight
-4-
Totat system weight tbs
Weight/aftachmem 2&4 lbs
iS
NO
V
Racking vveight 1,02,0 lbs
Distributd ,tveight 2 5 p5f
STRUCTURAL LiETAIES
PV-7
-Al
UND LOAD CALCULATIONS FOR MODULES INSTALLED ON ROOFS WITH A HEIGHT LESS THAN RASED ON ASCE 746
SITE INFORMATION
,SCA� IERw?eO
7T iDFRO1
RISK ATEGCRY
gg
=A_A R 0 P,,EkGr4 . �(;E
i`Mk
EXPOSURE CAT_GORY
PITCH,
LEAST HCR20'NTAL DM_NWN €b
52
Rrf SLOPE , "j
5 i 12
PARAPET HD T lk,,
0
ROOF TYPE
�
.t1vDJLC
Han tta SAl t ;fi, 400If
£ ULTt' VAT_ .',`.v.G SPEED
..46 ,mP,
MODULE LENGTH `€)
74
N N NAL 'V':D SPEED
ILA
MODULEWIDTH, ..SfE
411
Kz-
;tTa
MODULE DEPTH iir
1, 2;
K
`1J'IJ' L= l_..Tx_AL NRE A -A- ff'H
211
-{t
1.PT
10.JUL E H`. '`.ZC" 4''<AL AREA = A if) 0 6 VE 10 OR 15
'E'i=f£'�3�'nl /'f ia`9i..Z E7
S.Y
f3 J�701
DESIGN CALCULATIONS PER ASCE 7-16 SECTION 29.4.4
Y RR_Sct R 11=
T,, 2 ;C4I1rx:4 L=
<`LC'_%T i PRESSURE Av-``-D,€
217 P:*{
NIDTH ,' PRESSURE CC , .C,EE'NT
52 10%
=
z ZONE'AlA H `a` 4PT
Xt'Rt4AL P;iESSU FPP ENT
ZcmR 1
057
-12
Zn>~2,3
057
-18
Zone 2e
057
1 8
Zons 3
057
- 8
EDGE OR EXPOSED MODULES?
DOWN
UTNOREAk
UPEDGEOREXPOSED
Zo * I
YES
16 0
-#a "j
-27 5
Zone 2e
YES
160
-266
_Ts;: x3
Zone 2
O
118
-26,6
-268
,f
Zone 3
NO
p60
-266
-266
P4,
ATTACHMENT TYRE
WKXPAOUNT L MOUNT
NORMAL MCDULES
EQG EXPrSED MODULES
3AX Mu1+1 DIS71A E B TWEEN ATrAu-i?tIENTSZO E 1
48
n}
48
MAX UPLIFT CE PER ATTACHMENT N Zc NE I iit)
226
339
MAXIMUM DfSTANCE BETWEEN ATTACPM-ENTS ZONE 2e
48
48
MAX UPL -, . CRCE PER ATTACHMENT X Z , tE 2a;fir
329
343
MAXIMUM UM €STANCE BETWEEN, ATTACHMENTS ZONE 2r
A6
(it}
NiAX .%sFUFT r t'RGE PER n7 €AC 'N"s'U,NT t € ZONE 2,- '=.b)
329
U
MAXIMUM DISTANCE BETNEEN ATTACHMENTS ZONE 3
48
(ie:)
BfiAX UPLFT -ORCE PER ATTACHMENT 1X ZONE 3 ib)
329
9
AL DWABLE UPU € FORCE PER ATTACHMENT i ijb)
756
MN LAG PENETRATION aTGTRUSS (in)
3
Wl hDRAWAL=89" `G- l2i (,V 1
SCREW WITHDRAsu?ALR_&S€ANCE bi
1381
MAXLATERAL FORCE xR ATTACHMENT I)
27
L = L787 f f of lnefratin
ALLCY7,C�ILE LATERA€# (,''' E PER ATT7'tCH NT It)
3&4
D — Dn,amef r .l ,sir"-w
ALLOWABLE JPUFT? RMOVEN.1CLA Pfbl
883
NOTES
1 MODULE ALLOWABLEAAND OBTAINED FOR Iv9l NUFACTT ,RER CR."fASHEt T
2 SEE ATTACHMENT PLA; , P €R APC i i.)AL A, TA(-H- ,r9EN SFIA.Gi,% NA4 `ri ZONE
3 ;1 HZ E_PNIED AS „ VAN1l1 ADE AND 8RCn<ARG CCUNTES
4 LA a SCREW WITPD":AN:IAL'PERS ANC'E CETA NEE FROIFEA THE . S.TA W X) `)7'NDBOOK fvCADD AS AN _N, INFER II t kwf E_R,A:
F ROOF TRUSSES S XRE zQ SOUTHERN, YELLOW P114E
b USE VNCL.?__G.,;;,6 x4' LAGSC k_{4;ST TO SECURE MOUNT TO THE CENT.EH�'i ( EA H TRUSS `' IBINIU p# LAG SCREW FlEI'v_TFA' 7,,0q%' N€C TRUSS aS 3' USE
CNE SCF1cTT PER A:€€TA) -HLTENJ
7 ANY EGGS AiNEVOR _t>'. JC r9Ji F PC PRESENT N AN`I'a'f+h'4E ZONES DESKA" PPESS4 [RE EXCEEDS THE MODULE
AVERAGE PRESSURE CALC LATE S R_SPECTIvt TOEACH IF eJLE CAS:. 4S APP' r;APLE,
BUILDING DEPARTMENT SEA! STAMP
CONSULTING ENGINEER
CONTAC s : (561) 444 3i92
5700 € AKE WORTH ROAD SUITE 211
GREL' ACRES„ FL 33463,USA
F 1RIDA RF:WSTRYF 33809
ta
CONTACT; 561 669-2664
990 SOUTH ROGERS CIRCLE SUITE 4
SOC. R ,,TON, FL 33487
SIDI AR CONTRACTOR LICENSE: CVC,,5948
00
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A..EAN s OEPARTMFNT SEAL STAMP
LORD LPNRENCE
CONSULTING EtNGNEERS
CONTAC': (561) 44448192
5700 LAKE' WORTH ROAD SUiTF. 211
GREENACRES,Ft-3 453,USA
FLOPDA n EGST Y# 33309
CONTACT: - 9 2 64
9912 su TH ;:r.ACERS _IRCLF SUITE 4
BOCA P,ATON, FL334E7
SOLAR CONTRACTOR I ICENSE. CVC56948
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10'-v7, and 1..,,3
,I V
with Integrated MIN connectors
Im
To 1-earn incire about Enphase offerings, visit eriphase.corn
PREUMINARY Enphase IQ 7 and IQ
7+ Microinverters with Integrated MC4
Connectors PRELINflylARY
iNPUT DATA (DC)
tQT 60-all.US
107PLUS-72-FA-US
"'smrn o r, y, a sirnt.rd�ole pscrinq'
C �r 5 -64 - _4 6 iti I
,,,,W - 446 W , f ...
Modfiiie compatibility
60-cy4l Pin rnod,k-s only
60-cell/120-half-rob!
and 12-
cell PVnorlules
t"laxfttar ,.Is nloA DC "mitage
48V
60 A,
Peak poore, tn)ckling vrotage
27V 37V
27Y 45V
Operan.ngange
litiV-48V
`161 is - 0 0 v
W-3/max, yart --joiUage
22 V/48V
72 V 160 V
The high-powered smart grid -ready
with Integrated
MC4 connectors dramatically simplify the installation
process while achieving the highest system
efficiency,
Part of the Enphase IQ System, the IQ 7, and IQ 7+
Microinverters integrate with the Enphase IQ Envoy',
Enphase IQ Battery-, and the Enphase Enlighten'
monitoring and analysis software,
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Easy to install
Lightweight and simtAis
Frister instaflaflon with improved, lighter two -wire cabirng
Briilt-in rapid shjtdown c,.,_rnD,1ract (NEC 2014.20-i'v & 2020)
Productive and RehakOe
Ott firnized for high-powered 60-cell /120,half-seflaand 72-yn,11
/144 half -cell PV orodures,
More than a nnflficinfrours of tseling
Class i� doubie insulated ionclosure
UL listed
Smart Grid Ready
Complies with advanced grid support, voltage and frequency
ride -through requirernertte
Remoorlyupdates to, respond to char ding
grid requirements
Configurable for varying grid proffles;
Meets CA RiA, 21 (UL 17411 SA)
n, ENPHASE
OverviyRage Closs DC pot Ii q BULDING DEPARTNIENT SEAL STAW
DC Port baakfeed current 0 A 0 A
PV array corifigurtitvir, I x 1 ungounded array, No adriffional DC smle protecOmn refluned,
ArGside protection requires mair 20A per hbocirch circuft LORD & LAWRENCE
OUTPUT ATA (AC) lQ 7 Microinverter IQ 7+ Microinverte, iqm� CONSULTING ENGINEERS
D
CONTACT: (561) 444 8!92
750 VA 299, VA 5700 I-AKE WOR'FH ROAD SUVTF 211
Peak ouPott Power
Mlaxirnuip_ CIDnUnumus otatrut power 240 VA 290 Act GREENIACRES, Fi_ 33463,USA
Nominat (LQvicionplyanytel 240V/ 208 V 240 A 208 A f FLORIDA REGiSTRY# 33809
211-264 V 183-229 V 2 I'l - 264, A I RV229 V
f,"6ximurn continuous output current ly) A (240 V) I _1 5 A (208 V) 1,21 A (2,40 V) 1,39 A (208 V)
ca-
efrmarW frequrmcy 0Hz 60 4z UrbanSol
Extended fiequency range 47 - 681,4z 47 - 68 His
AC short eccuit fwjtt current ever 3 cycles 5-8 Arrits 5.8 Aary CON TACT561-609-2654
9,90 SOUTH ROGERS CORCLE SWTE d
Mistrirnurn urks per 20 A (Ll_) branch circuk' 16 i240 r/AC) 13 (208VAC) 13 (240 VjyC) I I (208VAC) BOCA RA ON, FL 33497
overvoitage rhass AC port ill lli i SOLAR CONTRACTOR UCFNSE: CVC-16949
Ar port backfeed current 18mA 18rns,
Povies facto, serfirig 10 1.0
Flowno factor (vdjustaWe) 0.85 reading 0,85 .viggirrq 0,85 ieading i 85 fagging
EFFICfENCY @240 A @208 V @240 V @208 V
00
CEC weighted erfmiency 910% 96,5% 97,0 al 96.5% rel
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MECHANICAL DATA Lf) r,-
z V) rn 00
Relative hurnidity range 49/s to 100% (condervaing)
DC Connector type Staubli made MC4 0 03 LL roj
Trimensions,HxYhr212 rim x '- 75 mnr x 30.2 rnm (withorit brackol) LLJ - 00
weight I J kg (2_4 ibs)
Cooling Naturra convection - No faris 00 _j Let
Appricred forcort lociaJons "ors LI)
0 C)
poltution degree P03 CC
Enctosure Class li dcrjbie-irrsuvrted, corrcision resistiant poiftortem enclosure = !y-
Environments! category I UV exposure rating NEIVIAType 6 cutdror LLJ
FEATURES N 00
Power Line Convinturtroolon, (P',C)
Monitoring Enlighten Manager and MyErringhten ins nito.ing options -
Both rartions require installwkOr of an Enphase IQ Env,,.yy
of CA Rule 21 (UL ' 1741 -SA;
UL 621091, UL1741/lEEE'1547jFCC Part 15 Class 8, .,ES 0003 Class 8,
CAN/GSA C222 NO, 1071-01
This product is UL Listedris PV Rapid Shot Down Equilynerit and confrornswith NEC 2014, NEC 2017,
and NEC 2020 s"ctirer, 69012 and C22,1-2018 Rule, 64,218 Rapid Shutdown of in Systemm, for AC, and
DC croiductors, ishen installed accordirm mantifacturer's instructkens,
rcjen� mrcedDC/ Ari�afio
2 Nommsnakcntagerarige can to, extended beyond by the "Wily
3 Linritir inioiary Rcfio 10 hocaireryurcmencr to define the nu. of nix,10mverte"s icc lcavrh gr, Your area,
Note Adfptel, 1 and 2 arequicifies per ULsubject 9703, Adapter 3 ncqu4res Instisrios to fost,0 thelr rhoice of coni=o-;trrr
Tolearn fno 11 re about Enphase offerings, visit enphase.com ENPHASE,
INVERTER AT SHEET
PV-10
. ................ ...............
soltectioW
Residential Transition Box
The Soltection Rj-1 rooftop junction box with flashing
provides a safe, secure, and NENIA 4X water -tight
solution for the Solar in to penetrate the roof
for attic runs and make the proper wire connections.
The product is designed to be simple to install,
minimize time on the roof, while additionally
providing higher levels of protection for the point of
penetration in the roof as weil as electrical
connections inside the Wnction box,
Key Features
Specifications
•
Designed specifically for solar installWfions
Enclosure
•
Light weight
•
Non-mets.111c --Will NO-r rustfcorrode
Material: Polycarb blend wr UV inhibitors
UV Stabilized: Yes
•
Easy to drillimodify
Impact Resistance: Yes
•
Captive screws in cover- will not fall out
Weight: 2.731b
•
Minimal design, small footprint
Color: Graphite Black
•
NEMA 4X rated
•
All roof penetrations cover
by Noma U enclosure
Dimensions
M
Saitection by VyncWer
Vynckicr Endosure Sysi�"is
271 McCarty Streer Hvjston, rX 77129 USA
+ I 866.22TO577
'141AM, S 0 fteam 'u, 0� n
Flashing Dimensions (Approximate). 13' x 18"
Enclosure Dimensions (Approximate): 8"x 8"
Total Product Height: 15'
Cubic Inches: 224 Cubic Inches
soltection"
vVnckier
Rj-1 Features & Benefits
Soltection's new Rj-1 is a junction box with integrated
flashing to be used on residential solar installs with
composite shingle rooflng.
Ground bar included
in standard offering
Captive screws in
cover will not fall out
Fewer mounting holes
equal befter seal
NEMA U —poured
in place gasket
• Cost effective
• Light weight (2.73 lbs)
• Dark Graphite color- blends in with any rooftop
• Non-metallic: will not rusticorrode
• Easy to drill/modify
• Designed specifically with solar installer in mind
• Minimal design, small footprint
C@US Softection by Vynckier
Vynckier Erdosure Sysems
271 McCarty Street Houston, TX 77029 USA
+1A66_227,0577
LISM vwmsoftectionxom
SUILOM DEPARTVi_,KT SEAL STAMP
& LAWRENCE
CONSULTING ENGINEERS
CONTAC(561) 444 8192
5 700 LA, K E WO R TH ROAD 5',J E 211
GREENACRES, r 33463Us",
FLORIDA REGiSTRYk 33909
%,% UrbanSdar
CONTACT: 561�609-2n;'
990 SOUTH ROGERS OROLE SUffE 4
BOCARATON, R 33437
SOLAR C-0"STRAC
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JUNCTION BOX DATASHEET
PV_11
Enphase IQ Combiner 4/4C
MODEL NUMBER
A At; K) ArA I 24fr 4C/,,,
K IXmb; : 4C',!vlth Fq1,hw',G' Q G�se,,,,Ay peddrcu',� boafo oar NnocAzsed 9"rde FIV 000ctbn 'rtete'wg
iANSi C12 GCj and �wisronwi.lr, monis,, ng,'L�/- 2,5,,1, rclude,- Errvhq�' WA)Va Cxeccei5u�,, , udm
06,SP-05), a pi,-,g,w;d-play twIu�ordvi grade ce;t lx',Y"'t.7ms "-'-V to" AD miCrmve'M"-'
he US Iorf e
'rifll �oro-lds, vkre. -,-,,he-e "Seff,dw ce 2n
hie, f-, e -'d vr0li F o orl�v r1i'21
th, In'stailadon area') rndudas as�iver ��oU' shw,.�td to aratch the i'r Bateot, and A) Staw(n Cor-alro"w a,,d io d0hot h�ut
P Naii
ACCESSOMES AND REPLACEWNT PARTS
(not included,order sepwatens,
(3iat e w a a r d I nt 3, a e d i-I I'1-1 PAll I , i ��
1 11 ',, 1 1 I'll 11 11 1 1 1
1 1 11 1 1
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C S '31 a CELLMODE N11
- �rrdiudss' tiffA' -C-P�as win -toxe gioriM data pran to-
C or-v b n e r 4
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EA'Seffritic, ARCS
CELLMOOFNAPA41,06 SP-C'S
-4G- edtTE-Nil ceg�Azortoaderr, youh -5-yeayspviot dw�, �a
-4Gbased LTE401eW6af mrolers ',Fwalfi,Tal or pAIn
coates juq, ""I�
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'XX-M-AM12,404
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-Q-A-04C
ali,-�-�-'
wto csln'90--ef"'-os'reand strearnilsif
BRK-10A224,1N
5 R K I SA, 2 - 2 4 0 V
Circuit lveairaf, 2 pole, 15A, Eaton, LIRM"
it
mdcrr',nn,verlerr, and slor�,aqe Hrsta"w or -is by
B R K 2 0 4, 2 P, 24 A V
Gi,ciurt beewlmor, 2 sure, 20A E4"On SR220
BRK1154 AP-24,0AB
Orcuft b,eaker 2 poie, 15A, Ealor, BR2'5ir w,th �,oid do',mkA, S,�Pport
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-,�e-vv-red soluliorl for
6RK20A2P-2,!rrV,8
Ci4cub,oake,,�, 2 ooie, 20A, EatGn BR220B evith bcld dr-vn ktsuivpo"T
EPLC-Gi
P'W,-
tIons H of residential appoca le rs up to fortr
KA-S01, OrAHIF1 D Fo
Replcemenl xo;air shie",11,or IQ Cc,rbiner 4/4C
ears
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Iffi-A,
2 pcle in, 1. circirit, rt d �ator ie
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sbar a,,,;se>
XA,ENV-PGBA'3
m Mevvay ,b, a,, 4/
Replacenrc, t rQ G, r p"C
X-r0-NAMM-1,25A
Hold doer, rift for Ea.on IArcud Irrearm witir srsews-
ELECTRICAL SPECCIFICATMNS
Smart
Con-Urwous 6un,
Iricludes IQ Gatpway fixt coflnurnun�cafion and �.,ontrrrl
S yr t A Vo r a g e
1201240VAC, 60 Liz
Includes Enphaae N/robfle Connect fief modern
Eaton BR seniec buribar ONrrw
125A
(CE'-LM0DE-tA-%o1-06 SP-05), i,:.,.hurled only with IQ
vsX'cooTtluou,
AS
r
Cornbi-ner 4C
Max. can0,vvrI rab-m' (sft onPVeu-nv
64A
19cludeso�ar srs�eld to match Enohase IQ Batt:..
s
Max, fuse/ciTc,"�L mnmg
90A
"r v
aesthetics and deflect heat
Fiexible retNoC,,kJng supports W'5- R,
Nqlx. wixbreake", faVng rinpun,
Ana drointruled pneraffiror, 95,Awnh IQ Gateway bma"ker 'nc;Udv'v
Eltireatei, or
en
rodumio r, mv�,,,g C
SOO A sohit ctne ri-re-inrrlaifed and wued isIf! Galevoo,
o Opikinal AC tpcopta,.�,- -varlable for FC-C bridge
Provides production-metenng and consurnFa? ion
Monitoring
SAECHANICAL DATA
iMA',ovoos "'rVrHXrf)
3r5y,495x 16
Simple
Boignl
7 5 ki, (16 5 1 bs)
P',rbiern tewperrIolo, rsn�
-40- C In +4V C (40- to 115- F)
Centeed tricrurAing brackets 5upporl Single
coo!ing
Nanrrsrconvect�on, plus heat 0,iefd
stud mounfing
Enc iosure envi ron nental sling
Wj tdoof�' Nfrtt rer" ihed, NP M A t Ore 3111,,polve arbo nat e const, uce on,
Supports bottarn, tack and side condoil entry
Up to four 2� poIe branch rorcuits for 240 VAC
Wire Sizes
20 A in SO A b,-ake, rnprns� 14"m 4, ANIG coppe, conductors
60 A breako,, Agaoch rrqmn� 4 to UT Ae,G coope, cmductors
phug in breakers (nr inctuded)
t02,5. iuq cxmTarr, d wAP,,A- 10 to 2 W ANIG copper conduoros
X-
30A total PV or a_ragebranch circriits
ors spa and graurrdito-G copper cordurows
f r co, d cto Aiwaye r,Auw locpl oode requirar .ante 10 n u ,F sizing,
AiRtude
To 20010me W,s If , 66 0 f ee t)
RehaWe
INT. ERNET CONNECTION OPTIONS
DurabIp NR-F.L- cettified NEMA type 3R enck)sUre
Fwe-year limited warranty
ceilu£ar
CELLMOD'EhAAA t 06-SP 05, MODErAHM, -06 AT 05 �AG oas�rdi LTT- %4 1, �"Jsria" Nor, tha-� In Er-'pi"e--o
matite orsquiri`d for A Ensemble meWiatio-,s
Two years labor reirrrbursar en't program coverage
Ethernet
op"ko ol, 802,3, CWSEfog Cat QUTP Ethernet aachr (rart Incruded)
included for tioth the IQ 'Combinre SKU's
UL listed
Lam
To learn more about Ertplhase olfferings, visit gnphaf;g,rQm
ENPHASE
rorqolianx�' IQ Gale"a'ay
UL 6060r VCANCCA 22,2 No 61010 1
To learn more about Eiriphase offerings, vi sit Rup q ENPHASE
I -ha IN,
BUILiNNG DEPARTMENT SEM sTAMP
LORD & LNINRENCE
1WCONSUI TING
,
CON ACT: (561) 444 8192
5700 LAKE WORTH ROAD it-PTE ZI I
GMEENACRES,, F' 33463,U5A
FLORIDA REGSTRY4 13809
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'CONTACI � 56 1,609 2654
9190SOUTH ROGUSCIRCLESLME 4
BOCK RATON, FL 334,81
SGIAR CON-1 RACI OR LICFNSI� CVC,6949
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COMBINER PANEL DATASHEET
PV-12
in 2020, Irof-f id e became the first High Velocity Hurricane Zone (Ht HZ)
approved solar system in accordance with 7"-10 building code, We are happy to
share that the Flush Mount System is now HVHZ-approved in actor an.ce with
oo
7-16 as t ell, We are co `emitted to safe solar, even in extreme environments,
ac' FL
The rigorous eal€sation situ£ ess for Rorida Product Approval includes testing fo
:>
`
resistance to high wind tc rc > (?"AS 202i and diirid-driven rain FAS 100(A)I, and
ongoing auditing of quality assurance programs,
€ urFlorida -`rsdUt,'Approval iFL#29843) rovers all Flush Mount corn a nents �.
and applies to all regions of the state of Florida Toth inside and outside the high -
velocity, hurricane zones (HVHZ), lip to 100-`�.�.t' of wind pressure, The approval J`�dw 'T Y H':.r...e%'_';.
also lists allowable ail spans for configurations using either XR10, X 100, or ° r
XF4 1000 {rnrP.:.iri Willa as well a.: naultiple , rant.,dgc; otrf atiahrrLr;r:ks,
r
l /
J
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UFO + Stopper CAMO
Universal Mid- Hidden End Card for
F t
and End -Clamp Superior Aesthetics
P n„
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Rattees ;.
2-Rail -ail w.
Standard Rack r for
XRto Rail XR1€ 0 Rail XR1000 Rats
Extra Support Low-P ohte Rath for U§nmate ReSWMtiat R.0 Paktad M h XRi06 for
Configuration Module Frames spans ap to 4e- fM Scans as to 72- Rats Cs nfigumt£aas
si f
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F€ashilue FlashFooQ Knockout Tito L-Foot + Scant Clamp LF €at + Anchor
Corc;'posutoa shoe ce of t tuatts€ Ingle, FaL s-, and W-Tile Multiple Metal Roof Multiple DirectSoctAttachrr�arzt RoofAttaclnr nt Roof Atfac[soeit p p
Attachment Options Anchoring Options
Pressure Tables
s toflowing tables .. , elf y P. _, for'.,,he ma auT4 vvin , uplift pressures, rt;, gable and his Cana at diff r rtt rift anW� ss,
RUILDiNG DEPARTAAEN T SEAL ST,APAP
LORD& LAWRENCE
a xSULTY14G ENGlPrEERS
CONTACT` (561) 444 8192
5700 LAKE WORTH ROAD SUITE 211
GREENACRES, FL 33463,USA
FLORIDA REGIS! RY# 33809
CC,N £ACT 561 s 2664
990 SCUT i ROG RS CIRCLE SUITE 4
60CA. RATION, FL 33487
SOLAR CONTRACTOR LiCENSE� Ct!'C56943
Fb'1t "bt TF'
1 rr a 4 h fs' fores t aou l" F T I (egov, a b5e tsfesr Da t.,i... rnefthod a nd Faris -.'rI y Code 2020,
The tirLs,ura,,;a,aes„are r,.F..=,t ....,...J.;,....,..<<.,",.s..,..�CA` :fo#as';,e..�r,arx;k2,,,r.,..�:�sY,<.,u.,":.,,.r,�S,»;.-e.1..,,q,�tiJ..,,,_,rcr}i
odw and oven height ,
3 The tibulated valos am bised xn s b,:c nn -.p aJ dof i 75 roph.Fo} othe, chooe, Jffi-nalr m,as pew-'' tf,Itcifhd.i .-;,-,..., FO,,;..e
a ju-ftee Per c< c ,r,.;kaa,.,y .. .:Gns. , pu_,are, tor s',En,"ne e,s.,'We from 9 U n X V/u,#-str..,rt 76t2
r .. To, ^7es,.,u. e^,. aFe r 3,r,,.,a..0 f €v�r .r<, .,gyp �"r;**. , a ......:... :n vlo,. au .. a., defined by r4sGC r : o .,^n.,,: ,n 29....4 For ., rules-,,...,noAp4ed by
an edge ge d fo of # J.
S ?
J .stG N>€s;.3b i E .i - ..# 7 G lit uK„ _%+a '73 .... v.Gnf -x .,� ., Js.� , "', W;.i. .,t:,,a.Ja
.j de,,,,7_ of t,e, Fret. e=, a,,..cc , a€ns mode o3 eRh nhe .ay2gntao rr. r„ ,i n not exceed 0,4�-
Notation (Per AsS C E 7 16)
!
5ess
a = 10% or Ioao har.co fiat dimf,n or, or'.4t, rt oheve `s strayer. Out not Man xsnw x , r r :.a ? SIGNATURE WITH SEAL
.-i._.
S kt ti a# t.: >
}'{ 1 f :e i.'a. i. t5oIt3R or ff €C.2 Crkfi,+:, overhang exists, iY #' d£ :t a 2F C 3 s .} d 1 -e +a' from hO
J.e*.
#Yjtside
edge of ina overhang, The 'nolJor.ial thine,,, rrns usf.R` %c..r)mpute zhe_ edge dosa. roo shair
;n'rjde any o e hang disbui .'es,
a -'. HocrZoomi,,,F..oJn"s of of toAdfrig rnpas t. c4 nomiaI Is wind .if t...S;_, m It ,,,,y.
i uJ ;'i',.J 0;?sj_o s"s f)
h;-Meso,,1, Might EC.;i(o-i..
',.
0 ,Aryfle if l £..„, k of roof ?, �..r..:'y i>..f J_.nirA.i; .rr deg ees .:.1
. vElbYYPt
=% '
c} �}-GJ'f�F'A � :l` ,Fr„}
flEi253 6&H
ry
Gang Xuan
S: Nil this tYemgtx 6exn MscttanrcaRY
"
Goble Roof Zeoes _iA " iitnr Rus¢.2o;s
signed artdscatb+#Gau6Xvma
itr'S �5?5 %k u inBa6�g{Sa4.' ea¢N6 date. '
The Florida PE seal is to certify the Pressure
„. Vr¢Medto-piesat this dew
macZ
Tables on this page including the wind uplift
e e25 c = ea ed ,d k a xwemu me
sr w a a ee �m
pressure and the roof zone grouping, both of
which are based on ASCE 7-1E.
.,."a
J`p {
4
-5 a
-05
RACKING DATASHEET-
_-13
L-Mount I QMLM / QMLM-ST
Deviated Water Seat Trachinclogfic,
,�-TPRS EDGE TSbNARDS ROOF RIDGE
a
;
ROUNDADOORReff, _rX o'XA4T-'aw- actrE saf
Dais
---L -- 'F TX SY, -,A-43T 01r s V SN5T 9W
.AG IrAnriv oEX HEAD, oW x a', 3" cS I
-ser ow's T 30 HEX � rRtr-%WAseCB usteevJaGlao� il��=
'STRUCTURAL
SCREW
AVAILABLE 0
QMLM-ST
L-Mount Instattation Instructions
Opick Mount PV
P E S P C c'� -., E, n I) cl 11
917,2.244 Apraroo Is- 6
4hin sh- laAsme's Of Ve,int Plo— Up - top WIn, of fostieg is at east W highof
�wa, , notisrorand eokaR hoso eh ai,,,no shUa E', bvtr,,dgssthe oJ —A, And kr,-
flashirsoige nwxne the butt-ed, '"a 19
PAP- Mod.-Jsrfiodarnsc
po,ove let )wft ., o-Urat S— rath -,offs a An, .. — 'sAde for iP 3w w Yca ohke-
.aher Long. v-i.,-h arron - - minot gart, east ot a, dr-av- vi1r, nok -,Ahruo-
d,ns pnw."'d tag bolt evongh L few .,so L4ou ,,,a . Th--d,Ae mazx,Pxaurer. NOTE, roke
i-sirl -se roLite, 00 NOT aaOrl-q- Wp,AL-Pe1.,A,,Vad .sih -o,�g,
bm e,—be*t,enwith�30-
"OTE-1 St-, 1vj o
head
Sit.
B1 7.2,3-44
Reference and Tips
Additional tips and information for instatfing mounts.
* See Quick TirtsviTern on nail rernova i. and rear e at:
h t t so If/voo-ov, q i i i c k rn A n t is v, c o P i /, u p p a r U A j d a a a, h t rn I
* it is not reapseary or advenibie to use nails or other fasteners to secure the perimeter of
i
the floating,
i
'The L Mount is ri-onte to work evith standard and high -definittop. composition/asphalt , and wood shinge.
roofs efith 5" to 5-5/8" courses, If the exposed surface of the course exceeds this roc. rsure nnett you rnay
noAl to use our Meorc Shake Mount instead.
Depending on the season and 6mate, size and location of seat tabs, and quality of the shingles, the
real tabs that adhere the shingle courses together may riot efferthoit, sea[ the shingles to the flashing.s.
0 this is the case,, sindoy add seWsal quxoar-si2ed dabs of manufacturer acceptedseahint or asphalt
roofing cament, rite orting ASTNI D 4586 Type 11, between the flashing and the shingle above.
"ourps should not be installed in areas of the roof susceptible to its damming, Water ponding Under
the sfeneles can reach the bott penetration.
* rake ,are not to darnage the rocifing materuileArfle working on the roof, Removing stone gra, rules and
defoning the Shingles in any way can shorten the Illosparr of the roofing. I he value of the atinisarray is
dueetty affected by the condition of the roof it N attached to,
* CAUTIM Prior to installanon, shack that proper screw ernbedmentwill be aclueved for the necessary sate
load or:,-,' rocaniff configurations,
AT,1-2019R-5 M 7s.3 Ap,2019 Re,-, 6
DEPARTVAFNT SEA I;rAMP
-7777--
Lr-FRD & LAWRENCE
jp,&, eIN '42
r: CONSULMMi EWUINIEE]RS
CONI,NCF(5-61) 4448192
5700iAKF WORT14 ROADSUOF 211
,.iREENACRES, F1 33463,USA
FLORIDA REGISTRY14 33809
Urbaw":yol'
CJar Cf61,609-2664
990 SOUTH in' GERS MCLE SUiTE 4
30',A RAM ON, FL 3 l487
S01-AR CONTRAC FOR LICENSE - CVC559431
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Si 31NATURE WITH SEAL
ATTACHMENT DATASHEET
PV 14
DESCRIPTION
915 sealant is a one -component, vrooth polyurethane adhesive
capable of dynamic joint movement totaling 707 of ornat j0int
geometry j±351)e. The stalest cures to a toug-b. f[exitite rubber
t in the auriosphere when exposed tornoreture presen
Mark 915 ail seasons formula has physical properties that
will remain relatively stable over tim.2, The cured performance
temperature range is -40OF to 1500P, Where textured appearance
is needed, please use Bostik 916,
APPUCABLE STANDARDS
ASTIM C920, _P�PE 5, GRADE INS, CtASS 35 USE N I" A AND M
US Federal Specification TT-S 00230C ['COMB- NBS) for
one-componeatt sealants as Class A, non --sag
CARS, SCAQMD, and OTC compliant
Canadian Specification CAN /CGSB 19.13-M87
Miami -Dade County, Florida, NOA No.: 13.042110, 05/24/17
Miarni-Dpde TAS 02-StaticUniftResistance
AAMA 8083
AAMA 100120C1300 instatlation requirements
SASIC USES
91S is designed for applications From foundation to finish and
is ideal for, testing expansion and control jointa, tit up joints,
perimeters of doors, vrindcaris, and other wait penetration,. It
has tenadixis sealing and bonding performance for many roofing
appiications, rnetat rams, gutters, roof We instaltations, fa thing
and sheet nretalapplications.
915 cures to form a durable, flexible bond with most building
materials such as stone, foam, masonry, ceramic, wood, steel,
Kynar� -coated metals andocipispr andmastother metals.
INSTALLWrION PROTOCOL
Miaini-DadeCountyComiderations,Ma' te-onoinadjacpniteurfaces
priortic the Bostik9,15 skinning and -subsequent curing, to maximize
wetting potent aicifthestsearittoche eubotratto.Allcvvfuli-cum,
typicatty 7 flays,7 prior to any mechanical stress testing procedures,
it is recommended that adhesion testing be performed to capture
batch controtcluatities; of proposed substrates.
Joint Design: In general, more 'joint movement can, be
accommodated in a thin bead of sealant than a thick bead, Bootik
915 shout! be no thicker than 1/2' (123mar and no thinner than
1AV (6-41nnit), In joints between 1/2' and 1", the ratio of sealant
width to depth, shouid be appriod merely 2:1, Sealant depth in joints
between 1/4'2nd 1/2'5hould be IX' deep. Joints with dynamic
movement should not be desigrael in widths less than 1/4:',
Surface Preparation* Surfaces must be structurally clean, dry ,no
frost) and structurally sound, free of crimarninants, including, but
not limited to, cost, dirt, ideas particles, tar, asphatt, rust, mill oil,
etc. if substrate is painted or coated, scrape away all those and
vveakly bonded paint or coating, Any paint or coating that cannot
be removed must be tested to verify adhesion of the sealant or to
determine the appropdate surface preparation if needed. (Sea ASP
section orinext page fordetaits.)
Backer Rods and Bond Breaker Tapew. Bond breakers including,
but not limited to, closed etc poerethylere backer rods are used
to control depth ofthevealant bead, Provide a firm tociiing surface
4 1 C- �L. It �, -ld- 0_is
MI
MIA MI-DADE COUNTY
PRODUCT CONTROL SECTION
It 805 SW 26 Strad, Room 208
DEPAKI'MENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA)
M__V. - M iLa
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product
Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product
or material fails to perform in the accepted manner, the manufacturer will incur the expense of such
testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material
within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code,
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement- "Miami -Dade County Product Control Approved", unless otherwise noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NIDA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shalt automatically terminate this
NOA, Failure to comply with any section of this NC IA shall be cause for termination and removal of
NOA,
ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NCIA renews NOA No. 13-0423. 10 and consists of pages I through 3,
The submitted documentation was reviewed by Jorge L. Acebo.
k
C, 's
NOA No.: 17-0329.18
=MfAaffiffi-MADE C= U*DAD M=OUMNWTY Expiration Date: 05/24/22
Approval Date: 05/04/17
Page I of 3
lit, ILIN,NG DEPARTMENT HAL STIANIP
LOAD &LAWRENCE
CONSULTING ENIGINEEWS
CONTACT: (561) 444 3192
'570`tLAKE WORTH ROADSUrTE 211
GREENACRES, FL 33463,USA
UrbanSjo[Or
�911; SOUT ROGERS C"riCtE, SUlTE 4
SOCARATON, FL 33437
SOLAR CONTRAC"70P UCENSE C'VC5A9A8
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SIGNATURF M4 THSEAL
SEALANT DATASHEET
PV-15
Ait& IRONRIDGE
ry Am!)dic ift ,,impfl. Groumd'r lcw Ev g 1,
The UFO family of components eliminates the need for
separate grounding hardware by bonding solar modules
the UFO family —Flush Mount, Tilt Mount and Ground
Mount —are fully listed to the UL 2703 standard.
module and the rail, resulting in many parallel grounding
paths throughout the system. This leads to safer and more
reliable installations.
Stopper Sleeve
The Stopper Sleeve snaps
Each Bonded Splice uses
self -drilling screws to form
a secure connection. No
bonding strap needed,
OF Family of Components
Universal Fastening Object (UFO)
The UFO securely bonds solar modules to XR
Raffs. It comes assembled and lubricated, and
can fit a wide range of module heights,
The bonding bolt attaches
and bonds the L-foot to in --
rail. ft is instal ed with the
same socket as the rest of the
system,
System Diagram
0 UFO 4 Stopper Sleeve * Grounding Lug ED Bonded Splice -J— Ground Wire
Q Approved Enphase microinverters can provide equipment grounding of fronRidge systems, eliminating the need for
grounding lugs and field installed equipment ground conductors (EGC), A minimum of two microinverters mounted to the
same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details.
The fronRidge Flush Mount,
Tilt Mount, and Ground Mount
Systems have been listed to UL
2703 by Intertek Group plc,
UL 2II
703 is the standard for
evaluating solar mounting
will maintain strong electrical and
mechanical connections over
an extended period of time in
extreme outdoor environments.
wwii6
BIAIDING DEPARTPAENT SEN STANIP
LORD & LAWRE1
NCE ENGINEER ,W COS NLNjING
CONTACT (561) 444 8192 1
5700 LAKE WORTH ROAD SUITE 211
GREEENACRES, FI_ 33463,USA
_FLO'RiDA REGiSTRY# 33809_
--"-UrbanSolar
CONTA-'T: 561-609-2664
990 SOUTH. ROGERS ORCLE SWTE 4
60CA RA:TONI, F1 33497
SOLAR C
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SIGNATURE MTH SEAL
GROUNDING BONDFATG
L!ATASHEET
PV-16