HomeMy WebLinkAbout22-46185335 Eighth Street
Phone:800.. 0
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ELCMISC-004618-2022
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accordance with City CodesOrdinances.,,
OCCUPANCYNO BEFORE C.O.
CONTRACTOR SIGNATURE
PE IT OFFICE
1I"ktMIT EXPIRES 6 MONTHS WITHOUT
O,," APPROVED
_ Jl, INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
(04, Building Department
P.
Date Racal 14 VIsj-
V,Dd Piton c_ Ct for' Dermitfin 1 Contact
Owners Name Owner �Ph.n. Number
Owner's AddressE3 q Owner Phone Number
Owner Rhone Number
Fee Simple Titleholder Name 0w
Fee Simple Titleholder Address
JOB ADDRESS LOT [:J�
SUBDIVISION PARCEL ID#[J��4 1�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTFIF-1 ADD/ALT SIGN DEMOLISH
E INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE SO FOOTAGE = HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION Se, ,
Cg
PnELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C.
=PLUMBING
= MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING [:] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO
BUILDER COMPANY E;;;��
SIGNATURE = REGISTERED PEE
111�.ENY 1 N��
Address License #E==:==
, C011f%4
ELECTRICIAN COMPANY i
SIGNATURE REGISTERED IN
Address K� (�Uif K License #
PLUMBER COMPANY
SIGNATURE REGISTERED E. CLI�RRFNY / N��
Address License #
MECHANICAL COMPANY
SIGNATURE E=== REGISTERED c,,
Address License #E:====
OTHER COMPARED
E;;;;;
SIGNATURE
E=== REGISTE,F IIRREIIY I N ��
Address License
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 date. Required onsite, Construction Plans, Stormwater Plans wl Sill Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsharge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. 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,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AJC upgrades over $7500)
— 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 Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: 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 law, 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 Block" 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 IMPACTIUTILITIES IMPACT 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 1, 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'SIOWNER'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. I certify that no work or Installation has commenced prior to issuance of a pen'rift and that all work 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 I
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, Weiland Areas and Environmentally Sensitive
Lands, WaterMastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland 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 W" 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 faith to Inform 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 the application. A permit 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 consideried
abandoned,
FLORIDA JURAT (F.S, 117M)
OWNER OR AGENT -11116;k 414.__ CONTRACTOR
2�bsarlbod and a p (or.affirmed) l fore me this jbscrlibedarWsworn to afWmed) this
byby t
Who is/Are per
rnatty, 1, ribw6 to me or has/have produced Who is/are persagalty known to me or has/have produced
I \--& as identification. as identification.
Notary Public
Commission No. Lo_(An
Name of Notary typed, printed or Afam_p_eT_
Notary Public
Commission
Warne of Notary fyped, pr"lntedor stamped
Alicia Sinith 403
'"Mh 42025
I E c
*"'4ru",
Bonded Aaron Notally
INSTR#2022179161 OR BK10671
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
DocuSign Env: IO. ECO21EFE-57 D?-tt M9t)2S9A95D7
Permit Na Pa ID hies -
NOTICE E COMMENCEMENT
State of County oP a�x
THE UNDERSIGNED hereby gives notice that improvement will be Made to certain real property, and in accordance with Chapter 713, FWda Statutes,
the following firibmation is provided In Oft Notice of Comma Amonc
Street Address: +`` '.. .�
2. General Description of I z laroveatreslt-
1 Owner Information or Lessee Information if the Lessre contracted far the improvement:
, .I V%
New �. t
Address city state
Interest in Property: t
Blame of Fee Stmpie Tit older:
Of different from Owner listed above)
Contractor's Telephone No.: � 01
6, surety:
Name
AddressCity slake
Amount of Sand. 5 Telephone No.-
* der:
Name
Address City stelae
Lender's Telephone No.:
7, Persons within the State of Florida designated by the owner upon whom notices or other doruMerft may be served as provided by
Section 713.13(1)(ap(7},Fludds statutes:
Address _ City state
Telephone Number of Designated Person:
& In addhion to himself, the owner designates _ of
to receive a copy of the Lranoes Notice as provided In Section 713.13(1l(b), Flarlds Statutes.
Telephone Number at Person or Entity Designated by Owner
9, Exturation date of Notice of Commencement ent (tire expiration date may not be before the completion of tractiort end final payment to the
contractor, but Yell be one year from the date of recording sinless a different data Is specified);
Under penaltyof end reliaf'dare that I have d the for n of commencement and that the facts stated therein am true to the best
knowledgen
STATE OF FLORIDA� �
COUNTY OF PASC(3
S or Uses, ear r`s or Lessee's A orcred
1 forttsartnerltvfana
Thomas Hankins
ns
r
sign"snoo co
The foregoing ins ent ackn dged beforea a thisay of
_,as (type of authority, e.g- officer, trustee, efts y In fact) for
(name of party a of wham Instrumen, has ci
Personally Known [3 QB Produced Idantificako 4 Notary Signature
Type of Worultication Produced Name ( t) — Irl M i
DocuSign Envelope 11 ECO21 FFE-57A9-4CD7-132A9-05962B4A95D7
WEST BAY
EnLxc
6260 39TH STREET N SUITE I PINELLAS PARK, FL 33781 EC13010037
DATE: 7/15/2022 CUSTOMER NAME (HEREINAFTER, THE "CUSTOMER") Thomas Hankins
ADDRESS: 39320 9th Ave CITY, STATE, ZIP: zephyrhillS, FL 33542
MOBILE PHONE NUMBER, =E-MAIL-,
(765)561-0149 dwm(orristown@yahoo.com
SYSTEM INFO:
SYSTEM SIZE: 14.06 PANEL: Silfab 370 1 INVERTMU Enphase IQ8+
CONTRACT PRICE- 55000 TOTAL IT'S: 14300 PRICE AFTER ITC: 40700
COMMENTS: Price includes all parts, permit, and labor.
Price includes all parts, permits and labor.
Future panels will be installed at wholesale price®
CASH JOB TERMS- 30% DOWN DUE AT SIGNING REMAINING 70% DUE ON DAY OF INSTALLATION
REQUIRED AGREEMENTS:
PRODUCTION AND CONSUMPTION:
THE CUSTOMER DECLINED TO PROVIDE WBE WITH 4
THE CUSTOMER HAS PROVIDED
UTILITY COMPANY POWER BILLS. THE ABOVE SYSTEM SIZE
WBE WITH A MINIMUM OF 4
OR WAS REQUESTED BY THE CUSTOMER. ADDITIONALLY, THE
UTILITY COMPANY POWER BILLS
CUSTOMER AGREES THERE HAVE BEEN NO GUARANTEES AS
TO ENS THE PROPER ENERGY
TO HOW MUCH OF THE POWER BILL WILL BE REDUCED AND/
CONSUMPTION CALCULATION.
OR ELIMINATED.
r --- I
I AGREE WITH THE
ABOVE PRODUCTION AND CONSUMPTION SELECTION
BATTERY: IF I AM PURCHASING AN ENPHASE BATTERY SYSTEM, I HAVE READ AND SIGNED THE SEPARATE BATTERY FORM
HOA: I HAVE READ AND SIGNED THE SEPARATE, HOA AGREEMENT FORM
44--�---
TIER 2 INSURANCE: I HAVE, READ AND SIGNED THE SEPARXrE TIER 2 INSURANCE FORM
Ii 1111� 'I ij� iriq 11 , I'lli jj�11:1� li�l Ifli I'll ill" I ill 11
PRODUCT INFORMATION
ITEM
MANUFACTURER
MODEL
LISTING/OOMPIANCE
PV MODULES
SILFAB
SIL-370 HC
UL
INVERTER
ENPHASE
ICS+
UL
ALL DISCONNECTS
ENPHASE
DC & PC
UL
ALLOVERCURRENT
ENPHASE
DC&AC
UL
PROTEC ION
PER FL, STATUTE 377.705 (REVISED 7/1/2017), 1, RYAN GOOLASSINGH, P.E. 482345, AN ENGINEER LICENSED
PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL C010PONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA
BUILDING CODE.
2, REFER TO GENERAL NOTES ON C1,0 FOR ADDITIONAL INFORMATION,
3. PROVIDE 46 BARE GROUND WIRE TO JUNCTION BOX ON ROOF AND 48 IN CONDUIT FROM JUNCTION BOX.
4. EXISTING AFTER TO BE CHANGED TO A NEW METER BY UTILITY AFTER THE FINAL INSPECTION.
5, PER NEC250.58, VVfHERE SEPARATE SERVICES, FEEDERS, OR BRANCH CIRCUITS SUPPLY A BUILDING AND ARE
REQUIRED TO BE CONNECTED TO A GROUNDING ELECTRODE. THE SABRE GROUNDING ELECTRODE SHALL BE USES
6, NEW MAIN BREAKERS SHALL BE SECURELY CLIPPED;` FASTENED TO BUS BAR PER NEC (WHERE OCCURS).
T TAP IN MDP (NOT USED);
MAX RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE.
LINE SIDE TAP CONNECTION IN MDP WITH PIERCING TAPS BETWEEN METER LOAD SIDE AND EXISTING MAIN
DISCONNECT. TAP SPACE TO BE VERIFIED IN FIELD PER NEC 312,8. IF SPACING REQUIREMENTS ARE NOT MET;
PROVIDE POLARIS TAP BETWEEN METER AND MAIN DISCONNECT IN METAL GUTTER OR ENCLOSURE W1 WIN
8'X8'X24'SIZE.
TAP CONDUCTOR SIZE: MINIMUM 6 WOO COPPER OR 4 AWG ALUMINUM PER NEC 230.42(8) AND 310-15(B)(7) OR
310,15(B)(16).
TAP CONDUCTOR LENGTH IS LIMITED TO 10 FEET PER NEC 70531
8. MODULE FRAMES AND RACKING SYSTEM SHALL BE BONDED USING GROUND LUGS. SEE DIAGRAM ON 3/E1,0.
GROUNDING SHALL BE CONTINUOUS FROM ARRAY TO EXISTING SERVICE GROUND SYSTEM PER NEC 690.43 AND
690,47.
9, PROVIDE PLAGUE PER NEC 705.10 AT EACH DISCONNECT SHOWING LOCATION OF SERVICE DISCONNECTING MEAN':
AND PV DISCONNECTING MEANS WHEN TAP IS USED AND DISCONNECTS ARE NOT IN THE SAME LOCATION,
10. CONDUCTOR SHALL BE ROUTED IN RACEWAY AND INSIDE PAMELBOARD, INCLUDING THE GROUNDED CIRCUIT
CONDUCTOR (NEUTRAL), PER NEC 300.3 AND 250,24(C),
11. (38) MICRO -INVERTERS: TOTAL AMPS = 38 A 1,21 A = 46SA
TOTAL 2P 240V 20A BREAKERS = 3
ELECTRICAL BREAKER RATING: 150A
BACKFEED PER NEC705,12(B)(2)(3)(b):
t25 x 46,0A = 57.5A
5T5A + 150A = 207SA
1,2 x 200A = 240A TO UTILIT'
20T5A < 240A => COMPLIANT PER NEC705,12(S)(2)(3)(b) 200A / 240N
CONNECT AT OPPOSITE END OF BUSBAR SERVICf
Pv
DENOTES QUANTITY OF
MODULES IN CIRCUIT, ON TO
ADJUST IN FIELD. MAX
MODULES = 13 PER STRING.
ENPHASEIQ8+
MICROiNVERTER ATTACHED
UNDER MODULE ITYP.). NEC
690A2 CODE COMPLIANT.
ENPHASE 10 TRUNK CABLE
(0-12-240) 912AWG
THHN-THWNA (UL 9703)
ALL CONDUITS TO BE 7/8 SEE C1,0 FOR ALL SAFETY
(MIN.) ABOVE ft JG F LABELS REQUIRED.
EXISTING SERVICE
L00A / 240V
SEE S1.0 FOR APPROXIMATE
LOCATION
METER
WIRE CAPACITY:
EXISTING GROUND NEUTRAL AND
#10 WINE ON ROOF= 40 AMPS PER NEC 310.16
#4 WIRE ----------- GROUND BONDED
91 DEG F DESIGN TEMP (CONDUITS / RACEWAYS J" MIN. ABOVE ROOF)
INTERSYSTEM BRIDGE
=> CORRECTION FACTOR = 0,96 PER NEC 310,15(B)
PER NEC250.94
MAX 9 CONDUCTORS IN A SINGLE CONDUIT
R'GROUND ROD
=, CORRECTION FACTOR = 0.7 PER NEC 310,15(C)
ADJUSTED CAPACITY OF#10 WIRE = 40A X 0.96 X 0.7 = 26.9A
OWN csl�
Al 0 WIRE @60 DEG C = 30A => CONSIDER 26,9A
ESTIMATED MAX AMPS IN #10 WIRE = 13 (MAX) A I 21A A 1,25 = 19.7A < 26,91N
46 WIRE ON WALL = 75 AMPS PER NEC 310,16
91 DEG F DESIGN TEMP
=> CORRECTION FACTOR = 0.96 PER NEC 310AIBB)
MAX 3 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = 1.0 PER NEC 310,15(C)
ADJUSTED CAPACITY OF #6 WIRE = 75A X 0,96 A 1S = 72A
#6 WIRE @60 DEG A = 65 => CONSIDER 65A
ALL TERMINALS TO BE RATED FOR 75 DEG C WIRE
ESTIMATED MAX AMPS IN #6 WIRE = 46A X 1,25 = 57SA < 65A
I
I
I
;r. BARE COPPER
I
GROUND WIRE
EXISTING PANEL
240V 1222LJME,11E�
SEE Sl 0 FOR LOCKABLE DISCONNECT
APPROXIMATE LOCATION SEE Sl 0 FOR APPROXIMATE
LOCATION
mut!�McTEiT .
CONNECT AT ALL TERMINALS TO
T 6 0
BE RATED F R 75
E C
C A'jp
_E
NON-FUSED
NF E AC
2-
DISCONNECT
U.5 1) io
150A OPPOSITE END OF UE RATED —FOR 75
BUS BAR PER NOTE 11 __5EG C AARE
ON VE", NON -FUSED
'AA OV MR
60A �60,4540VMIN RATING
L2U ULI
N [IF
(3).#6 TFNAN-2 AND
H)48 GROUND IN
MIN, DIA. PVC, OR
OTHER NEC
BONDING CONNECTION GROUND PATHS,
f
V
PVC J_Box
NEMAR31R
6XDK4
(UV RATED)
(2)-#10 THWN-2 FOR EACH
CIRCUIT AND (1)48, GROUND IN il
MIN. CIA. PVC, OR OTHER NEC
COMPLIANT CONDUIT
ENPHASE SOLAR AD
COMBINER BOX
7-T0_-A?V1240-4
TOA i 24—OV
BE S10 FOR
APPR IMATE LOCATION
mm
I
(3)-#6 THWN-2 AND
(I)-" GROUND IN j" I
MIN, DIA. HAS, OR L2L1
0
OTHER NEC
N
COi LIANT CONDUIT
I
(1)
g uj
� >
C'4 z
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COOL ,1,6
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\_\IGENSI�
No,82345
THE NEC GIVES YOU THE CHOICE OF FOUR METHOlt
FOR ENSURING ELECTRICAL — -�) . 07/26/2022
e
% 44/,Z7 CONTINUITY AT SERVICE EQUIPMENT, SERVICI?' I
RACEWAYS. AND SERVICE CONDUCTOR ENCLOSURES- ---STATE OF
[250,92(B):
I.BONDING JUMPERS. BOND METAL PARTS TO THE
-0
SERVICE NEUTRAL CONDUCTOR, THIS REQUIRES A
MAIN BONDING JUMPER [250.24(8) ADD 250,281,
BECAUSE THE SERVICE NEUTRAL CONDUCTOR
II\
PROViDES THE EFFECTIVE GROUND -FAULT CURRENT
PATH TO THE POWER SUPPLY 1250,24(C)I,
YOU DON'T HA M/E TO INSTALL AN EQUIPMENT
GROUNDING CONDUCTOR WITHIN PVC CONDUIT
CONTAINING SERVICE -ENTRANCE CONDUCTORS
[250,142(A)(1) AND 352,60 EX 21.
2.THREADED FITTINGS. TERMINATE METAL RACEWAYS
ISSLIE�EVREVISED
TO METAL ENCLOSURES BY THREADED HUBS ON
ENCLOSURES (IF MADE WRENCHTIGHT).
3THREADLESS FITTINGS, TERMINATE METAL
RACEWAYS TO METAL ENCLOSURES BY THREADLESS
FITTINGS (IF MADE TIGHT)
4.OTHER LISTED DEVICES, THESE INCLUDE
BONDING -TYPE LOCKOUTS, BUSHINGS, WEDGES, OR
BUSHINGS WITH BONDING JUMPERS.
ELECTRICAL
SAMPLE BONDING CONNECTIONS (FOR REFERENCE
I F�El;!�O
COMBO
PANEL
DISC
ua METER
DROOF PLAN
18'-0"
ARRAY AND ROOF PLAN A
V N
DIMENSIONS AND JOIST ORIENTATIONS TO BE
VERIFIED IN FIELD (TYP)
LADDER ACCESS
POINT (TYP.)
I
I ITITTT 1 7 1-1
GOfj
OLq
pf/
EN
No. 82345
07/26/2022
441
S -T -4TE OF
STRUCTURALPLAN
7A7M BY RDG
7E �Ur,&21,22
sto
PROVIDE (2) MOUNTS AT ARRAY
EDGE UNLESS SHOWN OTHERWISE
ON PLAN (TYP,)
RAIL CONNECTION AND
ANCHOR TO ROOF JOIST
PER DETAIL 2IS2,0.
STAGGER CONNECTIONS,
(TYR)
NOTE,
ALUMINUM RAILS SHALL
BE SUPPORTED BY MORE
THAN ONE FOOTING ON
BOTH SIDES OF SPLICE,
NOTE
REFER TO MODULE
INSTALLATION it FOR
CLAMPING LOCATIONS AND
REQUIREMENTS,
ALUMINUM END CLAMP
14" S.S. I8-8 BOLT INI OR INJIDCLAMP
SERRATED FLANGE NUT F ,-SOLAR MODULE
2'-8"
@ ARRAY EDGE 1/4" 4'-0" 20
AX. (U,N.. S2.0
P IODULE
( p.)
- -----------------
ii
L _10- I r-_s-c.l I
MIN.
EXIST, JOIST
16" C.C. (V,I,F.)
PROVIDE IRON RIDGE
UFO
CLAMPS
1
MAKCANT.
"—IRON RIDGE
XR10 RAIL
(Typ.)
C?
YP. LANDSCAPE
MODULE 04
1, 11-6M
" MAX.
C r �Ar'lv
ANT.
—ROOF EDGE OR RIDGE
(WHERE OCCURS)
EXIST. JOIST
,� ARRAY AND ROOF PART PLAN
S'S, 18-8 BOLT W/ SS ALUMINUM RAIL PER PLAN
ALI MI
W' N 'AL PER PLAN
8 1 SS UM P BOLT
/
LAG B ' T "V S �A 0 NUT S S
'S '8 �D OLT � UT
SERRATED FLANGE NUT (2�j' S.S. LAG BOLT W/ EXISTING ROOFING
S SU 0 M , S
UNTIAODO NANO MOUNT SS FENDER 'WASHER EXISTING PLYWOOD
_IJ
WITH INTEGRATED GASKET SOS71C SEALANT SHEATHING
_R
—EXISTING 2X4 (MIN-)
ROOF JOIST @24'
OC. (V.1,F.)
REFER TO GENERAL NOTES ON Cl .O FOR ADDITIONAL INFORMATION,
EXISTING ROOF:
SHINGLE ROOF ON PLYWOOD SHEATHING ON 2X4 (MIN.) WOOD JOISTS (US24" 0,C.
MAX.
NOTIFY E.O.R. IF OTHERWISE.
DRILLING INTO STRUCTURAL WOOD MEMBER: DO NOT PENETRATE COMPLETELY
THROUGH THE MEMBER WITH PILOT HOLES OR BOLTS. LIMIT SOLT LENGTHS AS
REQUIRED.
LAG SCREW INSTALLATION GUIDELINES:
I. REFER TO MOUNT MANUFACTURER FOR INSTALLATION AND SEALING
GUIDELINES.
2. DETERMINE THE LOCATION OF THE MOUNT ON THE ROOF BY TAPPING THE 1 ROOF AND DRILLING THROUGH THE CENTER OF THE TRUSS WITH ;" BRILL
SIT, FILL EXCESS HOLES WITH SEALANT,
3. MARK MOUNTING HOLES FOR MOUNT ON THE ROOFING / UNDERLAYMENT.
MOUNTING HOLES SHOULD BE CENTERED ON THE TRUSSES.
4. DRILL A' PILOT HOLE.
5. PLACE MONT OVER ROOFING / UNDERLAYMENT WITH HOLES IN ROOF
6. APPLY SEALANT TO BOTTOM OF MOUNT, APPLY SEALANT TO LAG SCREvvs,
AND FASTEN MOUNT SECURELY TO TRUSSES911TH LAG SCREW PER DETAIL-
T APPLY ADDITIONAL SEALANT TO TOP OF ASSEMBLY TO BE SURE ALL
PENETPATIONS ARE SEALED.
NOTE: MANUFACTURERS' WARRANTIES MAY NOT BE VALID IF RAIL AND MOUNTS
ARE PROVIDED BY DIFFERENT MANUFACTURERS, INSTALLER TO ACCEPT
RESPONSIBILITY UNLESS APPROVED BY OWNER,
PER FLORIDA STATUE 61 G4-15,021, ROOF PENETRATIONS AND FLASHING ARE
LIMITED TO AN AREA WITHIN 18" OF EACH PENETRATION, AND SHALL BE
PERFORMED IN ACCORDANCE Wl TH THE NATIONAL ROOFING CONTRACTOR
ASSOCIATION ROOFING PRACTICES,
40 8"
I _d
SILFAB
370 W
csr
ALLOWABLE DESIGN WIND LOAD 75 PSF
PORTRAIT, 33 PSF LANDSCAPE
NOTE:
INSTALL MID CLAMPS BETWEEN
MODULES AND END CLAMPS AT THE
END OF EACH ROW OF MODULES
TYPICAL SOLAR MODULE
l z
LINE ITEM DESCRIPTON QUANTITY UNIT
1 SIFALB 370W 38 F.
2 ENPHASE IQ8+ 38 EX
3 80A ENPHASE COMBINER 1 F.
4 60A NON -FUSED DISCONNECT 1 F.
�xlxl
5 60A BACKFEED BREAKER 1 EA.
6 20A BREAKERS 3 EA.
7 IRON RIDGE XR100 308 LF,
8 SUNMODO NANO MOUNT 125 EA,
No,82345
9 IRON RIDGE MD CLAMPS 62 EA.
07/26/2022
10 IRON RIDGE END/END CLAWS 46 EA�
441—
TOTE OF
11 GROUND LUGS 12 EAR.
12 NEMA 3R JUNCTION BOX 1 EA,
BILL OF WTERIALS IS BASED SOLELY ON THE DRAWINGS.
-Y
QUANTITIES ARE ESTIWTES (VVI +/-1 0% OVERESTIWTION WHERE
APPROPRIATE) AND ARE SUBJECT TO CHANGE BASED ON FIELD
CONDITIONS. HARDWARE, CLAWS, ELECTRICAL WIRIW,,,,, ETC,
ISSUkOf/fREVISED
ARE NOT INCLUDED IN THIS BILL OF MATERIALS, REFER TO THE
COWLETE SET OF DRAWINGS AND CONTACT INSTALLER FOR
AW MATERIALS NOT LISTED ABOVE.
BILL OF MATERIALS
STRUCTURAL
DETAILS
3
E.111;0:1�1
PD-1 7FE
,.....,R D (02�
RDG Engineering, Inca
Ryan Goolabsingh, P.E.
Florida CA #32850
51 Brickell Avenue, #3605
Miami, FL 33131
75-423-225
Contractor: West Bay Energy
Project: 'Thomas Hankins
3 320 gin, Ave,
ephyrlills, FL 33542
System: Solar PV System
Compliance Letter
To whom it may concern:
I certify that the structural and electrical installation of the solar pV system, as designed, will not
adversely affect the building structure under normal conditions or during a hurricane event of the
FBC specified intensity.
The intent of this letter is only to verify the loads imposed on the roof as compared to the design
loads of the permitted structure, per Florida Building Cade 2020, This letter doses not certify the
installation of the solar PV system by means of inspection. In addition, the installer shall notify
e, the engineer of record for this project, if the roof or roof traming is not sound or in good
condition. If the roof is not in good condition, a thorough structural inspection shall be
conducted and if necessary, an additional letter and or revised drawings will be provided'. prior to
installation.
���nntt�rinr��
//1
r�,ne; °4
NOA34
7i2 /2 22
a /
Ryan,olabs STATE OF 46
'-tO antsN..,° v
RROIECT 22T57-THOMASHANKINS MEAN ROOK 1*IGHI 12 FY
DESIGN CODE: rLORIOA BUILDING CODE 2020 RU9LUING: WIDTH w. 43 FT
Vult; 137 .MPH 1JILOINtG I ENGTH S4 PT
VOW: 107 ,.•..•�• MPH Kit: too
EYPOSUAF CATROORYI, R,- m. �,. w.e _,w..., K
MSKCATFGi RV` ' i{ :. xzs 0,57.
':ROt3FTYPF Gable 'A: 430 FT
Boor stopF-, is DEGREES ENCLOSURE CATEGORY 6 en PV Arrq
C:: 0.45 (#STERNAL Ri2ESSURE.CE)EEE 0.00
RIY H ' trt of , itewp.,-.1
in
d1 ftRtbci'1 to Ad'Aeftd2tclAd' can •. ft
",posed"C1asAicationl: EXPOSED
osl
"Exped" Classification 2; EXPOSED
ye= 1.S ASCE 7-16 29?I.rt gg i
* 0;fi5 ASCE 7-36 FIG 79,1,8 " xa
MAIN DF E AiC"1A170N: +
q,,4,00256""Ka.°Ktt°Kdl'V' -. ... ... ... t i
gnacnt"' 14,1 PSF e+a+amy,vat ca A i
D W_MeQNlkUAtll QA110ink CAI. Ul AT10
PANEL WIDTH,: _.40,S IN
PANEL 4ENGTH; '.:....v65IN
PANEL AREA: 20 FT'
ROOF COMPONENT AND CLADDING PRESSURE: h GC
AREA . 10 Sr 20 SF 100 SE
POS NEG Pt?S NEC ]"l."
EGZONE i AND 2B -9,fi0 -94 ,32 »9.60 34 38 .G0 -9ZONE 2n, ZrA3e .g-60 -5Y.4# -4.b0 44,106i! 53ZONE 3r -1.6G -61,80 -4.50 .S2.S.AW
PANELPRESSURESPER ASCE' 7-162,9,4k. .Rh(G I e{ya}
EXPOSED _ NON-FXP04P0 .
POS w,.w.MAS POS NEG
ZONE 1 AND
ZONE 2n.2e&Se
70NE
PA EL C PAC( NECK
WIND PRESSURE PORTRAIT- (2R• EXP) -43.0 PST
PANEL CAPACITY PORTRAIT c=PST OR'
WIND PRESSURE LANDSCAPE (2P, NON EXP) -31A PSF`
PANEL CAPACITY LANDSCAPE -33 P5F .
*11SS THAN 50%OF WCEST CASE PANEL AREA IN 7ONE 3R
RAIL C4CCU„ iN
WIND PRESSURE-(2R-E_RP) -43.0 PST
f MAX. MOUNTSPAN OVERROOF JOMTS: 4 FT (ASSUMES MAX ROOF JOIST SPACING Of 24")
MAX, MOUiVTSPANALONG ROOF JC1ISTSt :!.89ET:. (BEAM TRIBUTARY UtIDU4412PANEL LENGTH)
WIND LOAD CAN RAILx 124 TR/rT.
RAILMAXALLOWA011SPAN- -0 FTORGAFATFROX
RAIL MOUNT tS}NP.ECT10N CALCULATIONS
UPLTTMOONf CAPACITY;
J": G40 LB
MAN RAIL REACTIONS:
SPACING
ZONE 1 AND 2e EXPOSED
442:G LB
ZONE Zn, 2(,3eEXPUSED
5G8.G 18
ZONE 3r NON-EXP0SO)
a
451,2L6
ZONE 2o, 2t, 3e NON-EXPDSFD
379.P LB
70NE 1 AND 2e NOW5XPOSPD
295-5 L8
LATERAL MOUNTCAPACITY:
2j LB
LOAD DUE TO GRAVITY -
SDL= 2.S PSF
Fdr, 2.5 P$r'PANEL. HEIGHTI{2-12}+'SPACING
RdF, SIN(5LOPE')-Fdr=
INTERACTION (WORST CASE):
LAG ROOT Olk
03125 IN
LAG R@LTAREA:
0.077 IN'
LAG SOtT5TIRAIGTfi:
100,000 PSI
LOAD FACTOR
1,67
LAG SCREW CAPACITY:
4590 LB
m
(SEE MANUFACTURERS SPECS ON THIS SHEET)
ANCHOR EMBEDMENT: 3,5" INTO WOOD SUBSTRATE
ALLOWARLP WITHDRAWAL CAPACITY
W'= W x Cd A Col Ct A CYR x Cta x n x 3.5"
W-307I4 Cd-1.6 Cmx1.0 Ct=1.0 C"#I,O Ctn=1.0 G�0.55(MIN-) n=i ANCHOR
W'a 1.719 LIT
xMEMSERS ARE PRODUCED PROM ONE Or THE. FOLLOWING ALUMINUM ALLOYS: 500545, 6105-T5, 00fi1-T6
it�tFtti(�t
L� tf
GOO `i
GENs'45
/ ., TAT 0. �s�
Measurementcornditions:5TC1006)Nxm'tAM1.5>Tcmpeeature25'CtNOCT80OW/m'+ Aft1.5aMeasuretrrentuncer4aintys3%
sunsimulatorcalibration rererence modules from Er'aunhofer Institute. Electrical characteristics may vary byi5%and power by 0 toi,nuat
Dimensions (H x L x D)
Mroar unnsurfaceteat
Hail impact resistance
1762mmx1037mmx35rrm
5400 Pa tea r load 15400 Re it
o 25 mm at 83 km/h
64.4inx40.8inx137in
112.8lbjft're8r load 113
o 1 in at 51.6mph -.
Glass 3.2mmhigh trans,nuttrnce.tampered, 0,126inhigl�irar tn'sttane:e,Innipere^d,
DSM anndrefleetive ceatrng DSM anpreffectvuc coating
Cables and connectors (refer is installation manusib 1350 rinse, a 5.7 mm, MC4 from 5taubli 5115 in, o 0.22 in (12AWG), MC4 from Staubli
Eacksheet High dmaktility, superior hydrolysis and UV r eaatarnce, multi -layer dielectric film,
fluorine free PV hancksheet
Frame Aencodlrerl Aluminum (Black)
Bypass diodes 3 modes-30SQ045T (45V max DC blocking voltage, 30A max forward rectified Current
Junction Box UL 3T30 Coupled, IEC 6279G Cordfied, IP68 rated
Temperature Coef dent isc 0�064 %eT M dulc p oduei rvoskrnasnship wa ranty 25 yaasx"`
Ye misersture Coefficient Voc-0,28%r � iinearp evpecForenauc�gclarantee 3fayears
Temperature Coefficient Pmax us;ub/"C o97.1 end nst r
NrcT{ <° } i a � 91.61be dl2t yr
85.1%end :2 thYr
tOperatingtemperature 40j,85°C ?r82.6%ond39thyr
ULCCRUC2703;UL1703,CEClisted, Ut612i5-1f-2,ell,61730-1?•2,iEC61215-1/�2,IEC i Modules Per Pallet: 26ar26iCal:iornia)
Product 63730 is-2, CSAC22,2x6273C 1/ 2 IEC 62716Ammonia Corrosion; IEC61701:2011 Salt i
Mist Corrosion Certifed, ULFire Ran ng: Type 2 Pallets Per Truck or 32 (California)
Factory IS09001:2015 i Modules Par 7ruck 884 or 932 (California)
'AyVanung, Readtfie Solely and beforo handling, installing and operating modules. �.... .�._.
<" 12year cruder
PAN files generated from 3rd parryperformance drna are avatlible fordowntoad at:
694(1762mml SILFAS SOLAR INC,,
1 �rf E 800 Cornwall Ave
14 (356rmrit( 4'1,3° (1050niml — - v 1 (356mrn i E Bellingham �A 9 25 USA
t 1 _ _a T +1360.569A733
Mounting Dale {x4) i A I •.r , A R . CO
l 1770 Part Drive
C Burlington 4Vk93233 USA
Q,5" ( j (12rTm� T 13G(,56},4733
1 {
240 Courtsneyleark Drive East
MississaugaAs
t 5? 2Y3 Canada
T +1901255,2501
E#
ct ,i _
d 1 P +1 5Q5,696s0267
4 (35 $ 4 mYii �`t"aa _ r r..
In m
l \ C 6 U) I f � � Si1fap 59l •3i4 PeG �d2�0216
n71 air ratre ratCe aRs s tloeu iturlart
� . .` ,.� 1 � l� ry •�._...�. - p} C'? � Cj t, ad fleax r� vadhavt nct r � Ft.h $a r i rr.,
E4 "'
,( 2�215i41ab rota 3s7Y aJema�koESittake 5olar'lae.
l \t 0} 06"
__tea. [15mrrl — [`t36;0mmj j
Gable Length 0 �
! i
w.
rain age Hole (x8) (D
1Q8 and >Microinverters
Commonly used module pairings' w
235- 35C
23a ' 44fi
Module compatibility
60-cell/120 half -cell
� itg e#I112(} half-ce#I and 72-oe##f144 half -cell
MPPT voltage range v
27 - 37
Operating range V
25 - 48
25 - 58
fttln/rr3ax Start voltage v
30t 48
3
30l58
Max input DCvoltage v
50
60
Max GC current2 [module #so] A
t5
Ouervoltatge class PC port
D(` 1:9C1rt backfeed CidirePlt fl1A
:.
ll
0
PV array configuration
lxt ungrounded array; No additional DC side protection required; A—, t�rrr��r rig vrra y r s ar�§r�r
Peak output power VA
245
300
Max congeneric output power VA
: 240
290
Nominal (L-L) voltage/rangel v
240 / 211- 264
Ajax continuous output current A
1.0
1.21
Nominal frequency Hz
60
Extended frequency range Pa
50 - 68
Max mi is per 20 A (4-f.) branch ciroult4
16
13
Total harmonic distortion
<5 R
Overvolta e class AC port
III
AC: part backfeed current mA
30
Power factor setting
W
Grid -tied power factor (adjustable)
0.85 leading - 0.85 lagging
Peak efficiency %
97Z
97.6
CEC weighted efficiency °t
97
07
Night-time power consumption mw
60
Ambient temperature range
-40M to +60 (-401F to +1401F)
Relative humidity range
491. to 100 a (condensing)
CPC Connector type
MC4
Dimensions (NXWxD)
212
rnrr RIX) 075 arm (6.9") x 30.2 mm (1,21
Weight
1.08 kcg (2.38 Ins)
Cooling
Natural convection - no fans
Approved for wet locations,
Yes
Acoustic noise at 1 rn
<60 dBA
Pollution degree
PD3
Enclosure
Glass [I double --insulated, corrosion resistant polymeric enclosure
Environ. category f UV exposure rating
NEMA Type 6 / outdoor
CA Role 21(UL 1741-SA), UL 62109-1, UL1 41/IEEE1547, POC Part 15 Class 13, ICES-0093 Class fie CAN<CSA-C22.2 NO,1(i7.1-C11
Certifications
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014. NEC 2017, and NEC 2020 section
0032 and 022.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and CPO conductors, when installed according to
manufacturer's instructions.
(t) No enforced DC/AC ratio: See the compatibility
calculator at https://fink.enphase.com/
module -compatibility, (2) Maximum continuous
input DC Current is 106A () Nonaineal Vintage
range can be extended beyond nominal If required
by the utility. (4) Limits may vary; Refer to
local requirements to define the number of micromverters
per branch in your area.
IQ8$P-DS-0002-01- N-US-2Q 1-1C-19
Enphase IQ Combiner 4/4C
MODEL NUMBER
IQ Cornbiner 4C with Enphose IQ Gateway printed circuit board for Integrated revenue grade FiVproducticin rnetering
(ANSI C12,20 +/- 0.5%)farad consuroppon rnoritoring (+/- 2,5%), Includes Enphase Mobile Counsel oellular modern
(CELLMODEM-Ml -06-SP-05), a plug -and -play indrN tr ial-g rode call modem for, syseerns up to 60 rnicnainverters,
(Avorlable in this US, Canada, Mexico, Pue, to Ricr), and the US Virgin islands, where there is adequate ceflular Service if)
th
e installebor, araa,) Include-, a silver solar shield to match the 10 Battery and W Systern Conlroller and to deflect hea
included. order settaralehA
Gircrii, Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 cirouft breakers.
BRK-10A-2-240V Circuit breaker, 2 pole, 10A, Eiton, BR210
BRK-ISA-2-240V Circun breaker, 2 pole, `15A, Ewon BR215
RRK-20A-,2r-240V Ciro Uit breaker, 2 pole, 20A, Eaton Bail 220
6RK-15A-'2P-240V-8 Circuit breaker, 2 pole, 15A, Eaton Flat 'ISB with hold down sit support
BRIT-20A-2P-24OV-S Circuit breaker,, 2 pole, 20A, Eaton BR220B with hold alown kit support
XA-SOLARSHIELD-ES Rep 1 acerooart solar shield for I Q Com ',A ner 414C
XA-RLUG-120-3 Accessory riacepidicle for Power Lino Carripr in IQ Garribiner 414C (r "-uired for EPLC-011
XA-ENV-PCBA-3 Replacement IQ Gateway printed (orcult board (PCB-1 for Combiner 4/4C
sirstern Voltage
120/240 VAC, 60 Hz
Eiation DR serie% buSbar rating
'125 A
Max, confinuous current rating
65A
max. cordinuouscutrarit rating (infautfrom PV/stonippi)
64A
Max, fuse/circuo rating (Output)
90A
Branch circuits (solar andoir storage)
Up to four 2-pote Eaton Bit settee Distributed Glenerrevon (00) breakets only (root included)
Max. total branch cirouir bracket rating (input)
80A of distributed generation / 95A etth IQ Gateway breaker included
ProdnAtion metering CT
200 A solid aore pre -in stalled and vvirefil to 10 Gateway
Consumption monitoring CT (CT-200-SPLIT)
A pair of 200 A split core currenT transformers
MECHANICAL DATA
37,5 a 44,5x 16,8 om (14,75' x 15r.5" x 663'), Hispilit, is 21,06'(53,5 are, with mounting brackets,
Weight
T5 ka (16,5 lbs)
Ambient terniebrature range
-4011 r lo+4611 C (-400 to 115"'F)
Coaling
Natural convection, pus hoat shield
Filclosore onvirciruslentai rating
Otiftiloor, NRTL-cerdfled, NWA type 3R, polyearbientrus construction
Wire, sizes
20 A Io,50 A breakor inputs: 14 is 4 AWN copper conductors
60 A breaker branch inputs 4 to 1/0 AWG copper conductors
Main lug combined rrulpuV 10 to 2/0, AVVG copper conductors
Neritral and groun& 14to'1/0 copper conductors
Always follow local code requirements for Conductor sizing,
Cellular CELOAODEM-rx,11,06-SP-05, CELLMODEIA-IV11,06-AT-05 (4G based LTE-M! cellular modem), Notethat an Eriphase
Mobile Connect cellular madern is requirod for all Ea somble installatiors,
Compliance, IQ Gateavay UL 60601-1/CANCSA 22,2 Na 61010-1
ENPHASE
To learn more about Enphase offerings, visit 9whimcm
"V� ,, I All = ial il,,irt,, �Ie ved, thkr C loco, Q cobir'fo A 110, ancl orheil nkw .s we ada� ks l:i"'
inc. P"'.Rn sut,ject f—'-ha,,ge, 1 '21, -202'
PANEi OVERHANG MOV RAILS
TO BE EQUAL ON 5OTH SIDES
Imm
IP',/ MODULES UP TO 80,4" LONG 9ND 2M SO FT i
fWL ENGCANtiLEVER', PAL SPAN LFN^.T,', RkL SPAR LEN�� RAJL SPM4 LENOTH
LTH ITWE�1� _EL L
PV MODULE 401 PAR71 Of THfS
APPROVAL SM SEPARATE
PV MANUFPUBUShrO
f-DATA FOR RATNG AND DETAILS,
MAX PV PANEL AREA NOT TO
EXCEED 22,0 SO FT.
------------
-----------------------
I -- - - - -
- - ---
i
-------------------- -
-------------
41
1 7
YR-100 PA1
XR-4000 PWL
(OPT�ONAQ
",-XP-100
FANE PANEL-AIPTH--
� -1.1-
PANEL WIDTH
PANEL WIDTH
RA1
_ __L _ -
XR-1000 RASA.
TYPICAL ELEYATLON,
XR-1,00 R4L
XR-1000 PAL
IWERKLATON BETWEEN CHART VALUES ALLOWED,
Sealed: 1112/20
FL #29&
SUNM*MmW51k,M,''
a
Kit
Nano Deck Mount Assembly
. Nano Deck Mount
* Nano Gasket
2 Decking Screw Assembly 4
- Self -'Tapping Screw, #6,3 X 76
- Secd:ngWashe r,261DX,50X,125
DESCRIPTION
915 sealant is a one -component, smooth polyurethane adhesive
capable of dynamic joint movement totaling 70% of original joint
geornetry (1350k). The sealant cures to a tough, flexible rubber
when exposed to moisture present in the atmosphere,
Bostik 915 all seasons formula has physical properties that
will remain relatively stable over time, The cured performance
temperature range is -40017to 1500F, Where textured appearance
is needed, please use Bostik 916.
APPLICABLE STANDARDS
ASTM C920, TYPE S, GRADE NS, CLASS 35 USE NT, AAND M
US FederatSpecificationTT-S 00230C (COMB-NBS) for
one -component sealants as Class A, non -sag
CARES, SCAQMD, and OTC compliant
'Canadian Specification CAN /CGSB 19.13-M87
Miami -Dade County, Florida, NOA No.: 13,04 23,10, 05/24/17
Miami -Dade TAS 102- Static Uplift Resistance
AAMA8083
AAMA100/200/300 installation requirements
BASIC USES
915 is designed for applications from foundation to finish and
is ideal for, seating expansion and control joints, tilt up joints,
perimeter; of doors, windows, and other watt penetrations, It
has tenacious seating and bonding performance for many roofing
applications, metal roofs, gutters, roof tile Installations, flashing
and sheet metal applications,
915 cures to form a durable, flexible bond with most building
materials such as stone, foam, masonry, ceramic, wood, steel,
Kynar� coated metals and copper and most other metals.
INSTALLATION PROTOCOL
Miami-DadeCourn tyConsiderations., Mate orjoin adjacent surfaces
priorto the Bostik 915 skinning and subsequent curing, to maximize
wetting potential of the sealant, to the substrates, Allow f Lfllwcure,
typically? days, priorto any mechanical, stress testing procedures.
It is recommended that adhesion testing be performed to capture
batch control qualities of proposed Substrates,
Joint Design., In general, more joint movement can be
accommodated in a thin bead of sealant than a thick, bead. Bostik
915 should be no thicker than 1/2" ('12.7irnm) and no thinner than
1/4" (6,4mm), in joints between 1/2" and I", the ratio of sealant
width to depth should be approximatety2:1. Sealant depth in joints
betvieen 1/4" and 1/2" should be 1/4" deep, Joints with dynamic
movement should riot be designed in widths less tl)an,1/4!',
Surface Preparation, Surfaces must be structurally clean, dry (no
frost) and structurally sound, free of contaminants, including, but
not limited to, dust, dirt, toose particles, tar, asphalt, rust, mitt oil,
etc., if substrate is painted or coated, scrape away all loose and
vveakty bonded paint or coating. Any paint or coating that cannot
be removed must be tested to verify adhesion of the sealant orto
determine the appropriate surface preparation if needed. (See ASP
section on next page for details,)
Backer Rods and Bond Breaker Tapes. Bond breakers including,
but not limited to, ctosed-celt polyethylene backer rods are used
to control depth of the sealant bead, provide a firm tooling surface
,I dii sujwscocs and i oplaco, initi, i oftinsdoo rnont,
T1470 (East revised on 03,19,19)
1, THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2020, 7th
EDITION, THE NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA 1 2018), AND THE
NATIONAL ELECTRIC CODE 201T
2, TO THE BEST OF THE ENGINEEWS KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS
COMPLY WITH ALL REQUIREMENTS FROM THE GOVERNING BUILDING CODE-
3, CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING
CODE AND ALL OTHER FEDERAL, STATE, AND LOCAL BUILDING CODES,
4, IF INSTALLED PER CODE AND APPROVED ENGINEERING PLANS, THE PHOTOVOLTAIC
SYSTEM WILL NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
ROOF AND/OR THE BUILDING.
5. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS
OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY,
6. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING DIMENSIONS, ROOF FRAMING, AND ELECTRICAL COMPONENTS PRIOR TO
COMMENCING CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
SOUNDNESS OF ROOF STRUCTURE PRIOR TO INSTALLATION. E.Q.R. TO BE NOTIFIED IF
EXISTING ROOF STRUCTURE OR ROOFING IS NOT IN SOUND CONDITION,
7, ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE INFORMATION, DATA, OR
MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR,
8. WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
9, ENGINEER IS NOT RESPONSIBLE FOR ORIGINAL DESIGN OF ROOF STRUCTURE OTHER
THAN TO CONFIRM THAT PROPER CONNECTIONS CAN BE INSTALLED AND THAT LOADS
FROM THE SYSTEM ARE LESS THAN THE ROOF DESIGN LOADS PER FLORIDA BUILDING
CODE. ALL EXISTING STRUCTURES MUST BE PERMITTED PRIOR TO INSTALLATION.
10. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION,
11, PRODUCT DATA SHEETS ARE PROVIDED FOR REFERENCE ONLY, REFER TO
MANUFACTURER FOR SIGNED AND SEALED DRAWINGS AND CALCULATIONS,
STRUCTURAL NOTES:
1, RAIL I FOOTING / CLAMP MATERIAL: PER MANUFACTURER
(6005-T5, 6105-T5, S6061-T6)
2, GRAVITY LOAD:
SOLAR PANEL WEIGHT:
<5 PSF
3, WIND LOAD:
DESIGN CODE:
ASCE 7-16
MEAN ROOF HEIGHT:
12 FT
ROOF TYPE:
GABLE
ROOF SLOPE:
15DEGREES
RISK CATEGORY:
It
ULTIMATE BASIC WIND SPEED:
vult" 137 MPH
Vase 107 MPH
EXPOSURE CATEGORY:
B
INTERNAL PRESSURE COEFFICIENT:
+/-0,18
TOPOGRAPHIC FACTOR:
Kzt= 1.0
DIRECTIONALITY FACTOR:
Kd= 0.85
ASCE 7-16 DESIGN COMPONENT AND CLADDING ROOF PRESSURES FOR BUILDING
HEIGHTS LESS THAN 60 FT PER FIG. 30,5-1
Hiproe,
ELECTRICAL NOTES-
1, THE PHOTOVOLTAIC SYSTEM COMPLIES WITH THE REQUIREMENTS OF NEC 690,
2. THE SOLAR MODULES SHALL BE THE NUMBER, MAKE, AND MODEL LISTED ON THESE
DRAWINGS, ALTERNATIVE MODULE MANUFACTURERS MAY BE CONSIDERED IF OUTPUT,
PERFORMANCE, AND PROPERTIES OF MODULE ARE MATCHED,
3, THE RV MODULES WILL BE INSTALLED IN STRINGS OF THE NUMBER OF MODULES
SPECIFIED WITHIN THESE DRAWINGS.
4, POWER CENTER ASSEMBLY COMPONENTS SHALL BE THE NUMBER, MAKE, AND MODEL
LISTED ON THESE DRAININGS, SUBSTITUTIONS APE NOT APPROVED WITHOUT WRITTEN
AUTHORIZATION FROM THE E.O,R AND OWNER.
5, WIRING SHALL BE AS SHOWN ON THESE DRAWINGS, ALL AC & DC WIRING SHALL USE 10
AVIG COPPER MINIMUM, UNLESS NOTED OTHERWISE. OEM WIRING AND HARNESSES,
REGARDLESS OF WIRE SIZE, ARE ACCEPTABLE WHEN APPLIED TO THE OEM USE
INTENDED, SUCH AS PV-MODULE TO PV-MODULE CONNECTIONS.
6, PV MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO DIRECT SUNLIGHT. IT Is THE
CONTRACTORS RESPONSIBILITY TO KEEP THE MODULES COVERED WITH OPAQUE
MATERIALS UNTIL ALL WIRING IS COMPLETED.
7- USE OEM PLUG CONNECTORS BETWEEN PV MODULES, TERMINATE IN WATERTIGHT
JUNCTION OR COMBINER BOXES.
8. ROOFTOP -MOUNTED PV PANEL SYSTEMS SHALL BE UL 1703 AND 2703 COMPLIANT PER
FBC,
9, DO NO LEAVE LOOSE UNSECURED WIRES/HARNESS BETWEEN PV MODULES.
% USE APPROVED MEANS AND METHODS PER 2017 NEC AND ADHERE TO MEANS AND
METHODS OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS.
11. E.O.R. 15 NOT RESPONSIBLE FOR THE AMOUNT OF KILOWATTS PRODUCED BY THE SYSTEM
OR GENERAL PERFORMANCE OF SYSTEM BEYOND SAFETY AND CODE COMPLIANCE. THE
SYSTEM IS DESIGNED TO SUPPORT THE MAXIMUM PRODUCTION BASED ON IDEAL
CONDITIONS AND THE INFORMATION PROVIDED TO THE E.O,R BY THE SALES PERSON f
INSTALLER. OWNER TO CONTACT SALES PERSON / INSTALLER REGARDING ENERGY
PRODUCTION AND TERMS OF SALE.
PV SYSTEM NOTES:
1. APPROXIMATE ROOF AREA: 2,100 SF
2. PV SYSTEM DESCRIPTION: GRID -TIED
3. INVERTER ENPHASEIQ8+
4. TOTAL MODULES, 38 MODULES
5. TOTAL STRINGS: 3STRINGS
6, TOTAL POINTS OF CONN. PER MODULE: 4 CONN,
7. PV SYSTEM RATING: 14,060 WATTS STO RATED DC ENERGY
8. ESTIMATED ENERGY PRODUCTIONIDAY: 59.2 kWh (SEE NOTE 11 ABOVE)
9. INVERTER HAS MAXIMUM POWER POINT TRACKING (MPPT), MEETS REQUIREMENTS OF 3-P
POWER AND I-P POWER; MEETS IEEE 1,547; MEETS UL 1741.
10. SYSTEM AUTOMATIC OPERATION:
a. GRID POWER IS PRESENT, PV SYSTEM FEEDS THE LOAD DURING THE DAY TIME.
b. GRID POWER IS LOST, PV SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID.
c. PV SYSTEM WILL AUTOMATICALLY RESUME FEEDING POWER TO THE GRID WHEN
THE PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED PER IEEE STANDARDS
AND THERE IS ENOUGH SUNLIGHT.
DRAWING INDEX
C>
DRAWING DRAWING
NUMBER NAME Luca
iNz:
ci,o
GENERAL NOTES
E1,0
ELECTRICAL
S1.0
STRUCTURALPLAN
LS2,0
ELLLL����
STRUCTURAL DETAILS
1, RYAN GOOLABSINGH, P,,E:#82435, AM THE ENGINEER OF RECORD
S' C ' P ' ""
FOR THIS PROJECT AND ATTEST THAT I HAVE EXERCISED
T
CA
RESPONSIBLE CHARGE OVER THE DESIGN CONTAINED IN THIS SET
Y OOL "
:RH 0 IS
FOR
THIS
pp
[RE RESPONSIBLE 0 PLANS,
S , P FLORIDA
I STATUTES
1 -18,011,
OF PLANS, PER FLORI:DA STATUTES 61G 15
LABELS
3/8- TEXT SIZE (MIN), NONSERIF FOW, UN-0, USE DURABLE ADHESIVE FOR ALL LABELS.
ALL LABELS TO USE WHITE LET-f ERS Wil H RED BACKGROUND AND SHALL BE UV RESISTANT, RFFLECrN+-. (WHERE NOTED), WEATHER RESISTANT, AND SUiTABLE FOR THE ENVIRONmf--N F PFR 11 12,2, 1.1
UV RESISTANT MARKERS SHALL BE USED FOR WRITING ON LABFI-S REQUIRNG INSTALLER-WRITTE-N VALUFS,
I-ABEL
NOTES
LABEL
NOTES
LABEL
NOTES
NEC 690.54 PERMANENT LABEL
WAPNiNG
APPLY TO AC
APPLY MAC DISCONNECT
ELECTRIC SHOCK HAZARD
DISCONNECT
APPLY TO MAN SERVICE
DISCONNECT PANEL SERVING
- 4 CUR
AG OUTPull CURRENT 46 AMP
LAC
& POSING" OF
DO NOT TOUCH TERMINALS.
AC AND DC PV SYSTEM.
AC OPLERATINI IOLTAIG, �1111�1.LT
INTERCONNECTION
TERMINALS ON 901H 7HE LINE AND
APPLY � 0 ALL DC CONDUITS.
REFLECTNE
LOAD SIDES MAY BE ENERGIZED IN
RACEWAYS, ENQ OSURES,
THE OPEN POSITION.
CABLE ASSEMBLIES EVERY
WARNING
APPLY FO AC
I OFT, AT TURNS, ABOVE AND
DISCONNECT & PONT
PV SOLAR BREAKER
DiSCONNECT AT PANEL
BELOW PENETRATIONS, AND
DUAL POWER SUPPLY
OF INTERCONNECTION
FROM INVERTER
ALL DC COMBINER AND
SOURCES: UTILITY AND PV SOLAR
LABEL SIZE: 4"xT
DO NOT =RELOCA�TTE THI$
OUTPUT
JUNC710N BOXES.
ELECTRIC SYSTEM
OVIERCURRENT DEVICE
(WHERE OCCURS)
FLECTIVE.
REIZE
4'TEXT SAT MAN SERVICE
DISCONNECT
APPLY TO
n m 7 M
APPLY TO AC
DiscolNECT
DISCONNECT AT
APPLY TO AC
U.-
RAM SHUTDOWN
FOR SERViCE CALL 1")R -R' E
DiSCONNECT &
SWITCH
"INSTALLER NAME'
POINT OF
A
INS-MLLER'S PHONE NUMBER'
'U..
INTERCONNECTION
V)
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\�,GEN .
No.82345
% 07/26/2022
I *SATE O
OR
At�9�9/nlhlhl;
N0 DESO IpTjolq DATE
GENERAL NOTES
DRAWN BY� RDG
DATE: -0712612022
cl .0
0
t
PRODUCT INFORMATION
ITEM
MANUFACTURER
MODEL
LISTINGICOMWANCE
PV MODULES
SILFAB
SIL-370 NO
UL
INVERTER
ENPHASE
IQ8+
UL
ALL DISCONNECTS
ENPHASE
DO & AC
UL
ALL
I
ENPHASE I
DC&AC
UL
PER FL. STATUTE 377,705 (REVISED 7/1/2017), 1, RYAN GOOLABSINGH, P.E. 482345, AN ENGINEER LICENSED
PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA
BUILDING CODE.
2, REFER TO GENERAL NOTES ON CIA FOR ADDITIONAL INFORMATION.
3. PROVIDE 46 BARE GROUND WIRE TO JUNCTION BOX ON ROOF AND #8 IN CONDUIT FROM JUNCTION BOX.
4. EXISTING METER TO BE CHANGED TO A NEW METER BY UTILITY AFTER THE FINAL INSPECTION,
5, PER NEC250-58, INHERE SEPARATE SERVICES, FEEDERS, OR BRANCH CIRCUITS SUPPLY A BUILDING AND ARE
REQUIRED TO BE CONNECTED TO A GROUNDING ELECTRODE, THE SAME GROUNDING ELECTRODE SHALL BE USED,
6, NEW MAIN BREAKERS SHALL BE SECURELY CLIPPED I FASTENED TO BUS BAR PER NEC (WHERE OCCURS),
7, TAP IN MOP (NOT USED}.
MAX, RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE.
LINE SIDE TAP CONNECTION IN INDP WITH PIERCING TAPS BETWEEN METER LOAD SIDE AND EXISTING MAIN
DISCONNECT, TAP SPACE TO BE VERIFIED IN FIELD PER NEC 312,8, IF SPACING REQUIREMENTS ARE NOT MET,
PROVIDE POLARIS TAP BETWEEN METER AND MAIN DISCONNECT IN METAL GUTTER OR ENCLOSURE All MIN
8'XVX24'SIZE.
TAP CONDUCTOR SIZE: MINIMUM 6 AWG COPPER OR 4 AWG ALUMINUM PER NEC 230.42(B) AND 310.15(B)(7) OR
TAP CQNDUCTOR LENGTH IS LIMITED TO 10 FEET PER NEC 705,31,
8, MODULE FRAMES AND RACKING SYSTEM SHALL BE BONDED USING GROUND LUGS. SEE DIAGRAM ON 3/E1S.
GROUNDING SHALL BE CONTINUOUS FROM ARRAY TO EXISTING SERVICE GROUND SYSTEM PER NEC 690.43 AND
690,47,
9� PROVIDE PLAQUE PER NEC 705,10 AT EACHDISCONNECT SHOWING LOCATION OF SERVICE DISCONNECTING MEANS
AND PV DISCONNECTING MEANS WHEN TAP IS USED AND DISCONNECTS ARE NOT IN THE SAME LOCATION.
10, CONDUCTOR SHALL BE ROUTED IN RACEWAY AND INSIDE PANEUBOARD, INCLUDING THE GROUNDED CIRCUIT
CONDUCTOR (NEUTRAL), PER NEC 3003 AND 25024(C),
11, (338) MICRO -INVERTERS: TOTAL AfIAPS = 38 X 1,21A = 46-OA
TOTAL 2P 240V 20A BREAKERS = 3
ELECTRICAL BREAKER RATING: 150A
BACKFEED PER NEC70512(B1(2)(3)(b):
1,25 x 46.0A = 5TEA
57,5A + 150A = 207,5A,
1.2 x 200A = 240A TO UTILITY
207,5A < 240A => COMPLIANT PER NEC705A2B)(2)M)(b) 200A j 240V
CONNECT AT OPPOSITE END OF BULBAR SERVICE
DENOTES QUANTITY OF
MODULES IN CIRCUIT, OK TO
ADJUST IN FIELD, MAX
MODULES = 13 PER STRING.
ENPHASE 108+
MICROINVERTER ATTACHED
UNDER MODULE (TYP-). NEC
690.12 CODE COMPLIANT,
ENPHASE 10 TRUNK CABLE
(0-112-240)#12AMIG
T7-HN-THWN-2 ILL 9703)
ALL CONDUITS TO BE 718 SEE Cl 10 FOR ALL SAFETY
(MIN.) ABOVE RUGF LABELS REQUIRED.
EXISTING PANEL
240V /2 ME__V.I.F.
22LL
_..
�SEE 810 FOR
EX4'S7ING SERVICE
APPROXIMATE LOCATION
LOVA / 24011
`SEE NOTE PER 11EI.0j
SEE Sl .O FOR APPROXIMAT I E
LOCATION
r,.,_�
150A
in
METER
33 SOA
L2 j Ll
i
N
WIRE CAPACITY,
EXISTING GROUND NEUTRAL AND
#10 WIRE ON ROOF= 40 AMPS PER NEC 310.16
GROUND BLINDED
91 DEG F DESIGN TEMP (CONDUITS / RACEWAYS J" MIN. ABOVE ROOF)
INTERSYSTEM BRIDGE
=> CORRECTION FACTOR = 0,96 PER NEC 310,15(6)
PER NEC250,94
MAX 9 CONDUCTORS IN A SINGLE CONDUIT
J'GROUND ROD---
=> CORRECTION FACTOR = 01 PER NEC 310 15(C)
ADJUSTED CAPACITY OF #10 WIRE = 40A X 0,96 A 0-7 = 26.9A
CwP S��
#10 WIRE @60 DEG C = 30A => CONSIDER 26,9A
ESTIMATED MAX AMPS IN #10 WIRE = 13 (MAX) A 1.21A X 115 19.7A < 26,9A
#6 WIRE ON WALL = 75 AMPS PER NEC 310, 16
91 DEG F DESIGN TEMP
=> CORRECTION FACTOR = 0,96 PER NEC 310.15(B)
MAX 3 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = I .O PER NEC 310.15(C)
ADJUSTED CAPACITY OF #6 WIRE = 75A X 0,96 A 1.0 = 72A
#6 WIRE @60 DEG C = 65 => CONSIDER 65A
ALL TERMINALS TO BE RATED FOR 75 DEG C WIRE
ESTIMATED MAX AMPS IN #6 WIRE = 46A X 1 S5 = 57SA , 65A
IN
4
LOCKABLE DISCONNECT
SEE Sl O FOR APPROXIMATE
LOCATION
2ntEiZ=m`cm
CONNECT AT
OPPOSITE END OF I F-1
BUS BAR PER NOTE ll I
;ON I/ElS, _5NONt-FUSED A,,,;
C 1—SCON—NECT
fi0A 122_40V MIN. RATING .....
(3;46 THAIN-2 AND
(1)-98 GROUND IN
MIN, CIA, PVC, OR
OTHER NEC
COMPLIANT CONDUIT
#6 BARE COPPER
��! I GROUND WIRE
PVC ...... A
NEMAVIR
6X6X4
(UV RATED)
(2)-#1 0 THMINA FOR EACH
CIRCUIT AND (1)-#8 GROUND IN 4'
MIN, DIA. PVC, OR OTHER NEC
COMPLIANT CONDUIT
ENPHASE SOLAR AD
COMBINER BOX
X-IQ-AMI-240-4
80A I 240V
SEE SlS FOR
APPRjX_JMATE LOCATION
ALL TERMINALS TO
,�A I NP �4,:OS]E [I=y
a ENVOY
BE RATED FOR 75
15A qg
DEG C WIRE
__j
20A
20A
L(3146 THWN-2 AND
20A
(1)48 GROUND IN
L2
MIN, CIA. PVC, OR
OTHER NEC
N
COMPLIANT CONDUIT
BONDING CONNECTION GROU D PATHS "i-',
PACE
1�1
THE NEC GIVES YOU THE CHOICE OF FOUR METHODS
FOR ENSURING ELECTRICAL
CONrINUITY AT SERVICE EQUIPMENT, SERVICF'�3
RACEWAYS, AND SERVICE CONDUCTOR ENCLOSURE<- C
1250,92(B):
1,BONDIKIG JUMPERS BOND METAL PARTS TO THE
SERVICE NEUTRAL CONDUCTOR. THIS REQUIRES A
MAIN BONDING JUMPER t250.24(B) AND 250,281,
BECAUSE THE SERVICE NEUTRAL CONDUCTOR
PROVIDES THE EFFECTIVE GROUND -FAULT CURRENT
PATH TO THE POWER SUPPLY [260.24(C)I,
YOU DON'T HAVE TO INSTALL AN EQUIPMENT
GROUNDING CONDUCTOR WITHIN PVC CONDUIT
CONTAINING SERVICE ENTRANCE CONDUCTORS
[250.142(A)(1) AND 352,60 EX 21,
2.THREADED FITTINGS. TERMINATE METAL RACEWAYS
TO METAL ENCLOSURES BY THREADED HUBS ON
ENCLOSURES (IF MADE WRENCH TIGHT).
3THREADLESS FITTINGS. TERMINATE METAL
RACEWAYS TO METAL ENCLOSURES BY THREADLESS
FITTINGS (IF MADE TIGHT)
4.OTHER LISTED DEVICES. THESE INCLUDE
BONDING -TYPE LOCKNUTS, BUSHINGS, WEDGES, OR
BUSHINGS WITH BONDING JUMPERS.
SAMPLE BONDING CONNECTIONS rFOR REFERENCE'
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(D-E22FPLAN
COMBO
PANEL
DISC
METER
1 18'-0" 1 18'-0" 1
ARRAY AND ROOF PLAN
4Y N
DIMENSIONS AND JOIST ORIENTATIONS TO BE
VERIFIED IN FIELD (TYP.)
LADDER ACCESS
POINT (TYP.)
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No�82345
-10
07/26/2022
STATE OF
NORYO
STRUCTURAL PLAN
DPAWN BY: RDG
DATE; 07/26/2022,
S1.0
PROVIDE (2) MOUNTS AT ARRAY
EDGE UNLESS SHOWN OTHERWISE
ON PLAN (TYP,)
RAIL CONNECTION AND
ANCHOR TO ROOF JOIST
PER DETAIL 2/S2,0,
STAGGER CONNECTIONS.
(TYP.)
NOTE:
ALUMINUM RAILS SHALL
BE SUPPORTED BY MORE
THAN ONE FOOTING ON
BOTH SIDES OF SPLICE,
NOTE:
REFER TO MODULE
INSTALLATION MANUAL FOR
CLAMPING LOCATIONS AND
REQUIREMENTS.
[-ALUMINUM END CLAMP
14 S,S, 18-8 BOLT W1 OR MIDCLAMP
SERRATED FLANGE NUT I /—SOLAR MODULE
Z-8" PROVIDE IRON RIDGE
@ ARRAY EDGE 4'-0" UFO CLAMPS
-------- ------- MAX. (LI � N 0.) S2.0 12"
MAX- CANT,
I
C)
-----------
IRON RIDGE
XR10 RAIL
JYP.)
A
AR PANEL
P. LANDSCAPE
IODULE
jyp) MODUL
E
V-6` MAX,
CANT,
LIT -
MIN. ROOF EDGE OR RIDGE
EXIST. JOIST (WHERE OCCURS)
16"O,C, (V.11,)
EXIST. JOIST
,� ARRAY AND ROOF PART PLAN
k&& S 18-8 BOLT W/j-SS ALUMINUM RAIL PER PLAN
' 8 B S ALUMINUM
RAI
p LUMER PLAN
7A (2 �A, LAG 0
LA S.S.SS BOLT
S' I ' BOLT
SERRATED F NGE IND
SERRATED FLANGE NUT (2�14� S,S. LAG BOLT OF /,--EXISTING ROOFING
S ? A B ER
C IN FENCE WASHE UNMODO NANO MOUNT SS FENDER WAS( -ER EXISTING PLYWOOD
4
A 4
WITH INTEGRATED GASKET BOSTIC SEALANT SHEATHING
in
'EXISTING 2X4 (MIN.)
ROOF JOIST @24"
O.C. (V. 1, F.)
REFER TO GENERAL NOTES ON C1,0 FOR ADDITIONAL INFORMATION.
EXISTING ROOF:
SHINGLE ROOF ON PLYWOOD SHEATHING ON 2X4 (Nift) WOOD JOISTS @24' 0,C,
MAX.
NOTIFY E.0-R. IF OTHERWISE,
DRILLING INTO STRUCTURAL WOOD MEMBER: DO NOT PENETRATE COMPLETELY
THROUGH THE MEMBER WITH PILOT HOLES OR BOLTS. LIMIT BOLT LENGTHS AS
REQUIRED,
LAG SCREW INSTALLATION GUIDELINES:
1, REFER TO MOUNT MANUFACTURER FOR INSTALLATION AND SEAUNG
GUIDELINES.
2- DETERMINE THE LOCATION OF THE MOUNT ON THE ROOF BY TAPPING THE
ROOF AND DRILLING THROUGH THE CENTER OF THE TRUSS WITH,,;` DRILL
BIT, FILL EXCESS HOLES WITH SEALANT,
3. MARK MOUNTING HOLES FOR MOUNT ON THE ROOFING I UNDERLAYMENT
MOUNTING HOLES SHOULD BE CENTERED ON THE TRUSSES,
,L DRILL a" PILOT HOLE,
5. PLACE MOUNT OVER ROOFING / UNDERLAYMENT WITH HOLES IN ROOF,
6. APPLY SEALANT TO BOTTOM OF MOUNT, APPLY SEALANT TO LAG SCREWS,
AND FASTEN MOUNT SECURELY TO TRUSSES WITH LAG SCREW PER DETAIL.
7- APPLY ADDITIONAL SEALANT TO TOP OF ASSEMBLY TO BE SURE ALL
PENETRATIONS ARE SEALED,
NOTE: MANUFACTURERS' WARRANTIES MAY NOT BE VALID IF RAIL AND MOUNTS
ARE PROVIDED BY DIFFERENT MANUFACTURERS. INSTALLER TO ACCEPT
RESPONSIBILITY UNLESS APPROVED BY OWNER.
PER FLORIDA STATUE 6IG4-15.021, ROOF PENETRATIONS AND FLASHING ARE
LIMITED TO AN AREA WITHIN 1 B'OF EACH PENETRATION, AND SHALL BE
PERFORMED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTOR
ASSOCIATION ROOFING PRACTICES.
40.8"
SILFAB
370 W
ALLOWABLE DESIGN WIND LOAD = 75 PSF
PORTRAIT, 33 PSF LANDSCAPE
NOTE:
INSTALL MID CLAMPS BETWEEN
MODULES AND END CLAMPS AT THE
END OF EACH ROW OF MODULES
TYPICAL SOLAR MODULE
LINE ITEM DESCRIPTION
QUANTITY UNIT
1 SIFALB 37OW
38 EK
2 EWHASE IQ8+
38 EA.
3 80A ENPHASE CONBINER
1 EAR,
4 60A NON -FUSED DISCONNECT
1 EAR"
5 60A BACKFEED BREAKER
1 A.
6 20A BREAKERS
3 EA.
7 IRON RIDGE XR1 00
308 L.F.
8 SUNMODO NANO MOUNT
125 EK
9 IRON RIDGE MD CLAWS
62 EA.
10 IRON RIDGE END/END CLAMPS
46 EA,
11 GROUND LUGS
12 EA,
12 NEW 3R JUNCTION BOX
1 F.
0
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No, 82345
07/26/2022
STATE OF
1'
4 441
Rl
A
NO DESCWPTIGN DATE.'.
STRUCTURAL
DETAILS
DPA74 By ROG
E
RD(a.
3 ENGMEERIING
RDG Engineering, Inc.
Ryan Goolabsin h, P.E.
Florida CA # 2 50
51 Brickell Avenue, #3 0
Miami, FL 33131
P 6-423-21285
Contractor: West Bay Energy
Project: Thomas Hankins
39320 "' Ave,
ephyrhills, FL, 33542
System: Solar FV Systern
RE: Compliance Letter
To whom it may concern:
I certify that the structural and electrical installation of the solar PV system, , as designed', will not
adversely afl ct the building structure tinder normal conditions or during a hurricane event of the
F tW specified intensity.
The intent of this letter is only to verify the lauds imposed on the reef as compared to the design
loads of the petniittcd structure, per Florida Building Code 2020. This letter~ does not certify the
installation of the solar ITV system by means of inspection, In addition, the installer shall notify
me, the engineer of record for this project if the roof or roof framing is not sound or in good
condition. If the roof is not in good condition, a thorough structural inspection shall be
conducted and if necessary, an additional letter and or revised drawings will be provided, prior t
installation.
`'` GOOD }'r
,�.. o EN .
o. 245
'11 w
3 tMol r STATE OF
M4DR&Q8p_CAL QNS
PROJECT: 22157-THOMAS HANKINS :MEAN ROOF':WIGHT 4?.FT
TSF;SiGN CODE: 0,CRIDABUR.OING COOP'02p u. BUtEVNO WIDTH A3 FT
_1tqit;. 137 MPH i RUiL.OJNGt,EtVtaiFi SA FT
VsaRY, 0.57 3B2 MPH KLKit'.
00
EXPt35URE;ATF.f,Cri'2YI8 Kd (Y.57....
RF$K CATEGORY ti Kxt 0,57
RwTYPEGable 4-9.3O-FT
tfdpF SLOPCti. 9s'r DEGREES ENCLOSURE CAT£"ORYC en PVAreny
Gt Q.85 INTERNAL. PRESSURE GdEEFs ti3OQ
r
NWA
fip
fEitrt Arts 9t Pant 9 it
"Exposed"ClAenficatkynl: EXPOSED
"Exposed" Classiftcation 2: EXPOSED
..ae_ 1.5 A5CE 746 29.AA
= y9= D:6S ••�•••••,•:nASCt 74 G FLO 7.9.A,8
a
IN NOF LF F ULAiTON: ;� }}
9,�0.0W56*K2`K>t*Kd*V' S
Quin ar" 14.1 PSF
R > P FN ' AND GI. Dtii GAi. . tATi
PANEL, WIDTH;:: 40.8 IN
PANEL LENGTFP�69:R IN
PANEL. AREA. 20 3"T''
ROOF COMPONENT AND CYADDING P(*SSURE. hGC
AREA :10Sr 305E 100SF
POS NEG POS NEC,. POS. NEG
TONE 1 AND 2e -3.6fi -3A.3? •9.6Q -44 32 -9.6f} �9,60
YONF 2n; 7.r,&3e »9.6Q •S1.A8 -9:64 -44.2Q -9,60 -55.88
ZON 3r -9.6Q 61,80 -9:60 -52.50 : 9.60 •G3.8Q
PANELPRFSSURES PFRASC6746 "AA: hJGCp) ye) a
PXPOSH) NON-FXPOSFD
POS.. NOG.: POS NEG
ZONE IAND 2e�r
ZONE 2n,2r,&8e
ZQNP 3r
j,EL CAPACITY CHECK
WIND PRESSURE PORTRAIT•(2R• EXP) -410 EST
PANEL CAPACITY PORTRAIT -75 PSr
WIND PRESSURE LANDSCAPE J2R- NON FXP)-3114ES-
PANEL CAPACITY LANDSCAPE +R3 PSF C g , .
°LESS TRAN 50%Or WORST CASE PANEL. AREA IN ZONE 3R
R N C LC LAT m
WIND PRESSURE-(2R-EXP) . -43.0 EST
MAX. MOUNT SPAN OVER ROOF JOISTS; 4 FT (ASSUMES MAX ROOF JOIST SPACING. OF 24')
MAX. MOUNT SPAN ALONG ROOF JOISTS! 2,89FT (BEAN! TRIBUTARY WIDT14,112 PANEL LENGTH)
WIND LOAD ON RAIL-..:.. T24IR/FT
RAIL MAXALO)WAME SPAN'', �fT OR GREATER ':::"
RAIL '.NNETI C TtON".
UPLIFT MOUNT CAPACITY:
1@RQ tt3
MAX RAR, REACLONS:
SPnCTNG
ZONE 1 AND 2e EXPOSED
': 4
442.E L8
ZONE 2n,7r,3e EXPOSED
-'4
568.6 L8
ZN ZONE SrN,FXPOSFD
9
451.2 LB
ZONE 2n,7r, 3eNON-FXPOSED
q
379.1 TO
TONE 1 AND 2e NON -EXPOSED
9
295.1 LR
LATERAL MOUNT CAPACITY:
275 L€1
i.GAD DUE TO GRAVITY
SOL= 2.5 PST
Ed f* 2,5PSE°PANFI.HFIGHT;(2*12{"SPACING
RdF= SIN(SLOPP-)�Fdi=
INTERACTION (WORST CASPF
0,92{2$1.:
TAG BOLT DIA:
0.3125 IN
!AG BOLT ARFk
0,077 IN'
LAG 8QLTSTRENGTEb
100,000 PSI
LOADPACTOR
1.67
?9 LB
8 LIT
LAC SCREW CAPACITY:.. 4590 L6
{SFE MANUf ACTURFRS SPECS ON THIS SHEET)
ANCHOR CP98EOKIRRIV 15° INTO WOOD SURSTRATE
ALLOWABLE WITHDRAWAL CAPACITY:
W'= W x Cd x Cm x 4s x Cog x Cvta n x 4.5"
W=307Ih Cd-1.6 Cm=1,0 C,=1,0 Ceg=1.0. Ctn=1.0 G-0155TMIN.): ❑=1ANCHOR
W' = 17191.8 . .
N TF.S:
`sMfMIFERS ARF PRODUCED FROM ONE OF THE TOLLOWING ALUMINUM ALLOYS: 5005-T5, 610545,606146
Measurement condft ans: STC 1000 t%frn2 • AM 15 e Temperature 25 °C * NOCT 800 Wlrn`. Aft( d.S.Measurement uncertainty s 3%
Sun simulator calibration reference modules from rmunhtiPertnctitats.Eiectrica€characteristicsmayvaryby-V5%and powerby0ro,10ot. _
DimenMons (H x L x Di 1762 rum x 1037 mm x 35 runt 69A in x 40.8 in x 1.37 in
Maxitnu,nsurface load (windyaavr Wit For rear load /5400l fronttoast 112,9ib/ft'rear toadjla18thlfflfrontload
Nail impact resistance 0 25 man at 83 km/h o 1 in at51.6 mph
Dells 120 Half cells- Si mono PERC 120 Half cells- Si mono PERC
9lawroar-83x166 mm 4 busbar - 126 x 6,53 in
Glass 2,2 coat high tronsnaittance, tenaperod, 0,126 in higihtransmitt ace, tempered„
DS14 antiref#ettive coating. DSM antiref€ective rusting
Cables and connectors (refer toinstallation roan iail 1350 munj r 53 mm, MC4 from Staubli 53.15 in, e 0,22 in (12AWG). MCA from Staubti
0acksheet High durability, superior hydrolysis and UV resistance, lnufti-layer diateetricfilm,
fluorine -free PV bac<sheet
Prime Anodiaediounari m(Black)
SVOass diodes 3 shodes30SQ045T (35V max DC blocking voltage, 30A max forward rectified current)
JonctiionnyBox � UL 17 0 Certified, IEC 62790 Certified, IP68 rated
Temperature Coefficient Ise +OA64WIC Modra€eprodactworkmanshipwarrants, 25yeare'
Temperature oefficiertt140C -0L28%)Ic Linear power performanceguarantee 40years
Temperature Coefficient Pmax -0,36%/°C a'37.1%end Jsfitr
Nf1CT (1 2I 45 T3 a31.686 Brad 32t yr
85.1 end 25th yr
Operating tertgpea trrt 4l1+$5°C -,820errd3iuhyr
z
ULC OR[} CI703, U1,1.703, CEC listed; UL 6121 1i 2> UL E l i3t •ly'-2, tEt.%12I5 1r1FEC j Modules PerPaliet, 26 or 26!C:aliforma)
Product 61730.1l-2,CSAC22.2e61730-11-2,iEC62716Ammonia CortosiorttEC61701:2011Sa€t #
Mist Corrosion Ce€tifed,ULFire Ratio&Type 2 Pallets Pe "truck 34or32(California)
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Factory > i5C}9wil;2015 Modules Per Truck 884 or 832 (California)
belrrrinB:Read dieSafsty and Installation Minual for mounfing specifications and borers handling, installing and operating rnodules .�
,• 12yr:arextenr#»hle ro.25,enr�sublecc to nsgistrarkioea xr-rd cc':rtt�Piurrs uuEliiied nnt9�,v'"Warr, ,mm
PAN files generated from 3rdbaarty performance data are available for download otts
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69.4 (17e72C3in'I) $ i u
3 bore Cornwall Ave
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14"[35(runt[ 413'[1050mm[ 14" [356ttfinj Bellingham WA 98225 USA
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' Mounting Hole (x4) �
l 1770 Port Drive
�( i C.5" 1 Burlington VIA 98233 NSA
[1 mn1] 111 T �1360,569,4733
240 Courtneypark Drive East
a _ Mississauga ON L5T 2Y3 Canada
i T +1905.255.2501
F 11905 696,0267
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Cable Length
1e 0
-Dramage Hale (x8) }
.•v .`.,.�_ i..o- 2.4" [60mnl[ 8" ,[ 00 rn]W-L�.
Module compatibility
60-cell/120 half -cell
60-celf/120half-coll and 72-co11/144 half -cell
MPPT voltage range
V
27-37
29-4,9
Operating range
V
25-48
25-58
Min/max start voltage
v
30/48
30/58
Max input DC voltage
V
50
60
Max DC currentx(module 14c)
A
15
Overvoltage class DC port
it
DC port backfeed current
mA
0
PV array configuration
1x1 Ungrounded array; No additional DC side protection required;
Peak output power
VA
245
300
Max continuous output power
VA
240
290
Nominal (L-L) voltage/rangs3
V
240 /211- 264
Max continuous output current
A
1.0
1,21
Nominal frequency
HZ
60
Extended frequency range
Ip
50-68
Max units W 20 A (L-L) branch 6rtm[t4
16
13
Total harmonic distortion
<15%
Overvoltage class AC port
III
AC port backfeed current
mA
30
Power factor getting,
110
Grid -fled power factor (adjustable)
0.85 leading - 0,85 lagging
Peak efficiency
%
97.5
976
CEC weighted efficiency
%
97
97
Night-time power consumption
MW
60
A-ki—f +t—
-Anrr, th AnM f-AnrP t,, .1AArF)
REMEM
am
4% to 100% (condensing)
212 min (8.3') x 175 Mal (6,91 a 30,2 mica (1,2")
1.08 kg (138 Ins)
Natural convection - no fans
(1) No enforced DO/AC ratio, See the compatibility calculator at https./,Illnk,et)phase.00ln/
module-compabbility (2) Maximum continuous input DC current Is 10AA (3) Nominal voltage
range can be extended beyond nominal if required by the utility, (4) Limits mayvary. Refer to
local requirements to definethe number of microinverters per branch in your area.
108SP-DS-0002-01-EN-US-2021-10-19
Enphase 10 Combiner 4/4C
MODEL NUMBER
IQ Cornbirwr 4C (X-1Q-AM1,240-4C) IQ Corribinel, 4C with Enphatte., IQ Gateway porned cimUit board ft%.)r introtraeod revenue gn,,,de PV proftenon metering
(ANSI C'12,20 +,', 0.5k) an,,' consurnixtion r-nonitoring r+/-2,Wir includes Enphaso Mobile Connect cellular nrodent
,CELLMODEMN11-06-SP-0), a plug -and -play inductrial-giade wall modent for systems up to 60 rnic'n',)inverters.
(Available in tho US, Canada, IME,XiCO, Puerto Rico, and the US Virgin Ifiloorls, whe're there is adralunte c'ellular Service if)
Circuit Breakers
Supports Eaton Ili 10, BR215, BR220, SR230, BR240, BR250, and BR260 circurt bYeakers,
BRIK-10A-2-240V
Circuit breaker, 2 pole, 10 0
A, Eaton BR21
2-24rcuit
BRK-15A-0V
Ci '
breaker 2 petit1,5A l% , Enron BR-2 15
EIRK-20A-2P-240V
Circuit breaker, 2 prile, 20A, Eaton BR220
BRK-15A-alb-240V-i3
Circuit breakar, 2 pole, 15A, Ea -ton BR2158 with frold. down kq support
8RK-20A-2P-240V-B
Circuit by al 2 pole, 20A, Eaton BR2208 wit In hold down kit snpisort:
EPLC-01
Poerer Urre carrier (icorniourflosition bridge pale', juainQty - one parr
XA-SOLARSHIELD-ES
Replacement solar shield for IQ Corribiner 4,14C
XA-PLUG-120-3
Accessory receptacte for Fro weat Line Carrier in 10 Combiner 4,14C evatuired for EPLC-01)
XA,,ENV,PCBA-3
Replacerne, tit IQ Gatweat, printed circurt board (PCB) for Corn hiner 4./,,-lC
X-lyr-NXI-ID-125A
Hold down kit for Eatrof fdreult hreaker cifth sare'reso,
ELECTRICAL SPECIFICATIONS
.... .. . ......
Continuous duty
S 4 ystem voltage
120/2410 VAC. 60 Na
Eaton Olt series busbar rating
125 A
Max, continuous current i atio4
55A
Max, continvous iox rern ra"fluo (input from PfC,"'itoras�)
64A
Max: firs e"Circult rating (CfUtplft)
90A
Branch circuits, (solar aritJoIrstorage)
Max, total branch circuit breaker rating (input)
BOA of distributed generation 95A with IQ Gateway breaker included
P,oductionryie'llering CT
200 A satlid extra pre-tristWied strid wired to IQ Gateway
Consumption manitoring CT (CT-200-SPLIT)
A pair of 200 A solit core current transformers
MECHANICAL DATA
Csittanst`t its pelt rlxF.},
37,5 x 49,S if 16,8 Cm o4,75'X lq,$'X 6,63'1, HelfIlit is21.06'(R3,5,cnafwl* nnounti g bra0kets,
Weight
T5 kg (16,5 1 bs)
Ambient tempterstalre range
-40k' 0 to +4V C (-40rto 1 IV F)
Cooling
Natural convention, plus hoat shield
Enclosure ervAronrairritst rating
Outdoist, NIRTi. cerfified, NEMA type SR, polycarbonate construction
Kre sizvs,
20At,-)SOAbreak,,,rinptits! 14-,c,4AWGcopporc,oriltictors
60 A breaker branch input: 4 to 1 /0 AWG COPPEr conductors;
Main luct cornbired output: 10 to 210 AWG copper conductors
Neutral and firound: 14 to 1/0 copper conductors
Always follow local code requirements for conductor sizing,
R
Cellular CELLMODEM- M1-06-SP-05, CELLMODEM -MI-06-AT-05 (413 based LTE M! cellubu modern), Note that an nphase
Moblip Connect cellular modern is raquired for ail Ensenible inktallations,
To learn more about Enphase offerings, visit k—n9jha ENPHASE
20"! Fss I i' nefqY i'kq - "ghts te,-e' V"-" 1, the I i"I'll-lase kico' Q Cor-biner 'I Me, at 10 Other fial :are tadernu� k1z; of
'ci g"' 11 ;C- D 4ila ut"iecA to dra:,gc, 10 2 -, 2102"
RAIL CeRMLEWR
RAIL SPA* "LCNsCT'
RA}L SPAN
LENGTH RAJA, SPAN 3_E V-
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BErINEEN SJPPCRiS
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RAlNEL WIDTH
PANEL, Yt10TH
PANEL WIDTH
PANEL MDTH
TO BE EQUAL ON EO7if SIDES'
1, v
T3'P,,
F VA TOW,
XR-100 RAIL
XR—' 000 RAIL
PV MODULES OF TO 80.4 LONG A.NO 22,0 SO 1 i
t.:
PV MODULE 11*T P,.R, OF THIS
-,
APPROVAL SEE SEPARA-E
#�y
PV MANUT. PUBUSHED
f DATA
FOR RAMNG AND DETAfi S,
MAX PJ PANEL NOT TO
N
EXCEED 220 SO €T,
XR-100 RML
XP-1000 P,A,L
(OPT I,AL)
x c,
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72 ~ �25 3 ?#ii7...W 72 24
Sealed, 1112/21 `, r ` a F , ;
iNTERPOLAT€OH BETWEEN CHART VALUES ALLOWED,1 1'm 1.. F
ALTERNATE SIZE UNITS: — ' .e r� °J J
MAX. PV PANEL AREA NOT TO EXCEED 22.0 SO F7, _ �e�t � fiS;
SUNM*D:,,3,
I M3
I i
j Item Descriptionn
No. Kit
1 Nano Deck Mc unf Assem l ' 1 �
Nano Deck Mount
ff Nano Gasket i
I
Self -Tapping acr(,*n� #6,3 X 76 ,
Sealing Washer .261D X =t .15 1
DESCRIPTION
915 sealant is a one -component, smooth polyurethane adhesive
capable of dynamic joint movement totaling 70% of original joint'
geometry (i35%). The sealant cures to a tough, flexible rubber,
when exposed to mOistcrre present in the atmosphere.
Bostik 915 all seasons formula has physical properties that
wilt remain relatively stable over time, The cured performance
temperature range is-40UFto 1500R Where textured appearance
is needed, please use Bostik 916,
APPLICABLE STANDARDS
ASTM C920, TYPE S, GRADE NS, Cl-ASS 35 USE NT, A AND M
US Federat Specification i?-5 00230C (COMB-NBS) for
one-campor lent sealants as Ctass A, non -sag
CARS, SCA MD, and 0TC compliant
Canadian Specification CAN /C SB 1913-Mr37
Miami -bade County, Florida, NOA No.:13,0423.10, 05/24./17
Miami -trade TAS'102- Static Uplift Resistance
AAMA 808.3
AAMA100/200/300 installation requirements
BASIC USES
915 is designed for applications from foundation to finish and
is ideal for, seating expansion and control joints, tilt up joints,
perimeters of doers, windows, and other watt penetrations, It
has tenacious seating and bonding performance for many roofing
applications, metal. roofs, gutters, roof file instattations, flashing
and sheet metal applications.
915 cures to form a durable, flexible bond with most building
materials Such as stone, foam, masonry, ceramic, wood, steet,
Kynar"' coated metals and copperand most other metals.
INSTALLATION PROTOCOL
Mi mi- ad ounty nsi r tii ns.Mateorjoinadjacentsurfaces
prior to the Bostik 915 skinning and subsequent curing, to maximize
wetting potentiat of the seatar t to the substrates. Atlow futt-cure,
typicalty7 days priorto any mechanical stress testing procedures,
it is recommended that adhesion testing be perforated to capture
batty control qualities of proposed substrates,
Joint Design, In general, more joint rnovernent can be
accommodated in a thin bead of seatant than a thick bead. Bostik
915 should be, no thicker than 1/2' (12.7jmm) and no thinner than
1/.4 (6,4m ). In joints between 1/2 ` and 1", the ratio of sealant
width to depth should be approximately 2:1, Sealant depth in joints
between 1/4° and 1/2" should be 1/4" deep, Joints with dynamic
movement should not be designed in widths less than 1/4'
Surface Preparation: Surfaces must be structurally clean, dry (no
frost) and structurally sound, Free of contaminants, including, but
not limited to, dust, dirt loose particles, tar, asphalt, rust, milt oil,
etc, if substrate is painted or coated, scrape away all loose and
weakly banded paint or coating. Any paint or coating that cannot
be removed must be tested to verify adhesion of the sealant or to
determine the appropriate surface preparation if needed. (See ASP
section on next. page for details,)
Backer Rods and Bond Breaker Tapes: Bond breakers including,
but not limited to, closed -cell polyethylene backer rods are used
to cont:rdt depth of the sealant bead,, provide a firrn tooting surface
This; supof sedesardropU esinits n rt't lfr;rovioudypu ksh�"dversi3%oft hll docttmcnt'
T 1470 (Cast rovisett on 0119109)