Loading...
HomeMy WebLinkAbout22-4045����^ »�� ���K�������^~NU�� ��m�� .~m ���«-mn�n�wwmn 5335Eighth Street ZophyrhiUo.FL33542 Phone: /813\78O-0O2O Issue Date: 05/11/2022 3167 Nubbin Ridge Ln Name: RoNALDHERRERA& GEORGETTI Permit Type: Building General (nanida»«aV ContracturPOWER PROVIDER BxRCEmxo I Class of Work: Electric Service Replacement/ | SERVICES LLC Address: 31O7Nubbin Ridge Ln Building Valuation: Electrical Valuation: $70.811.46 Mechanical Valuation: Plumbing Valuation: Total Valuation: $70.811A0 Total Fees: $394.58 Amount paid:$no4,5m Date Paid: 5n1/2O22 3:0610PM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. '--&NTRACTOR SIGNATU�E PIT OFFICE PERMIT EXPIRES�� 6 MONTHS WITHOUT APPROVED INSPECTION TlflFgT WA jK9f_ @ a 813-780-0020 City of Zephyrhills Permit Application Building Departmer,,. Fax-813-780-0021 611�1 I/V �5- Gate Received 7 Phone Contact for Permitting 92 263 Owner's Name Owner Phone Number B - Owner's Address 3 \ (41 Ln Owner Phone Number Fee Simple Titleholder Name [—_j Owner Phone Number E=:== Fee Simple Titleholder Address A JOB ADDRESS `EOT # �� SUBDIVISION PARCEL ID# :::= (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CON STR F-1 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK sicii,Iocir &iswemC C i B l C1 knicr) BUILDING SIZE SQFOOTAGE= HEIGHT =BUILDING I r VALUATION OF TOTAL CONSTRUCTION LECTRICAL AMID SERVICE PROGRESS ENERGY W R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING E] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED EY / N �IEEIUIRruY ( N� Address License # r L-L CC kC it ELECTRICIAN ..... ..... COMPANY REGISTERED IREN Y/N SIGNATURE -1 1 - U��e LP­ 7 ' '\ Address License# ------ -------------------------------------------------------- -- j PLUMBER COMPANY E SIGNATURE REGISTERED E I I I R Ell� Address License # MECHANICAL COMPANY SIGNATURE REGISTERED LEY/N �IEECIIRR�111YIN­_j Address License# OTHER COMPANY [ SIGNATURE IEGISTERF. LL�N Address License# RESIDENTIAL Attach (2) Plot Plans, (2) sets of Budding Plans (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 w/ SR Fence installed, Sanitary Facilities & I dumpster ' Site Work Permit for subd ivision Marge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life. Safety Page, (1) set of Energy Forms. R-O-Vil Permit for new construction Minimum ten (10) working days after sulernittal date Required Dnsde, Construction Plans, Asounwa. ter Plans w/ Stit Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects All commercial requirements must meet compliance SIGN PERMIT Attach (2) set, of Engineered Plans 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. (AG upgrades over $7500) — Agent (for the contractor) or Power of Attorney (far 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) 3-Al V � ? /0 Driveways -Not over Counter if on public roadways. needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-818a80-0021 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 properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES 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 $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide' prepared by the Florda 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. I certify that no work or installation has commenced prior to issuance of a permit and that all won<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 govemment 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, WaterNVastewater 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 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 considered abandoned. FLORIDA JURAT (F. OWNERORAC;ENT _ Su sc'd and sworn t or affirmed) before me this -- Who is(are,personally known to me or has/ha 'a produced �Y%L as i entification. F iR Notary Public Go mi sion o Name of Notary typed, printed or stamped State of a orroli VT Expires My Commission HH 113346 CONTRACTOR _ }} Subscribed and sworn a (or affi me } before ma this B Who Isis repersonally known to me or has/have produced 7_ �t as identification. Notary Public Com s ion No. Name of Notary typed, printed or stamped e Notary Expiresit . 0 Nikki Alvarez-Sowles, Esq., Pasco County Clerk z Comptroller go NOTICE OF COMMENCEMENT State of The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description 2. General description of improvement PHOTOVOLTAIC SOLAR SYSTEM INSTALLATION � ,. - or Lessee Information if the Lessee contracted for the improvement Address 8a ld ` _.° e d t t is, }"�� � C-' Interest in Property gWNER e Name and address of fee simple titleholder (if different from Owner listed above) ,Name Address 4, Contractor Name Telephone Number (—J)2-:i 6. Surety (if applicable, a copy of the payment bend is attached) Name Telephone Number_______ Address Amount of Bond 6. Lender Name Telephone Number_ Address 7. Persons within the State of Florida designated by Owner capon whom notices or other documents may be served as provided by §713.1 (i)(a)7, Florida Statutes. Name Telephone !Number —_.____ Address— & In addition to himself or herself, Owner designates the following to receive a copy of the Genor°s Notice as provided in §713.13(1){b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified) �, ,� ARE CONSIDERED. . . IMPROPERPAYMENTS UNDER CHAPTERPART 1, SECTION 713.13, STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTYA NOTICE OF COMMENCEMENT MUST BE RECORDED LENDERBTAIN FINANCING, CONSULT WITH YOUR OR AN ATTORNEYBEFORE RECORDING O,, Signature of owner or Le�see, or Owners or Lessee's Authorized Officer/Director/Partner/Manage, Signatory's Title/Office OWNER The foregoing instrument was acknowledged before me this day of by UL as OWNER for Type of authority, eg­ officer, trustee, attorney in fact Name of party on behalf of whom instrument was executed ?onally a of Notary !ic Stare of Florida F Known OR Produced I X Type of ID Produced a_ — print, type, or stamp rommissioned name of (Votary Public NOWY P F .' �,,anyz 913 ff" holy ��791 F 32 x 340 HANWHA Q CELLS Q.PEAK DUO BLK-G6+ 340 (340W) MODULES ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES SYSTEM SIZE: 10.88 kW DC STC ARRAY AREA # 1: 426.72 SO FT. ARRAY AREA # 2: 142.24 SO FT. EQUIPMENT SUMMARY 32 HANWHA Q CELLS Q.PEAK DUO BLK-G6+ 340 MODULES 32 ENPHASE IQ7PLUS-72-2-US MICROINVERTERS MENAROmm r PLOT - - TIP ROOF PLAN & MODULES S-02 ATTACHMENT DETAILS S-03 STRUCTURAL CALCULATIONS E-01 ELECTRICAL SITE PLAN E-02 ELECTRICAL LINE DIAGRAM & WIRING CALCULATIONS E-04 SYSTEM LABELING D DATA SHEET DS-02 MICRO INVERTER DATA SHEET DS-03 COMBINER BOX DATA SHEET D r4 RAIL DATA SHEET DS-05 ATTACHMENT DATA SHEET - O I E DATA SHEET onC "') 1 jf 2 f 3" 1 i!I I 00 (24) HANWHA Q CELLS is - 1 i► : � i i f# 1 PLOT PLAN WITH A-00 SCALE: 1" = 16'-0" i ii •- � - r •s r r i •- �r . � •� • s r r ASCE 7-16 WIND DESIGN CRITERIA ULTIMATE D 40 MPH NOMINAL WIND EXPOSURE: B RISK k • T A-00 SCALE: NTS PROJECT SITE c co c 31167 Nwb; J'r. Rice ^77 x.; 1_L`py ICI z FL., e z cu VICINITY A-00 SCALE: NTS p/ • • REVISIONS DESCRIPTION DATE REV INITIAL 05-05-2022 01 PROJECT NAME Z � _J W M Ly) ® u— 01 z y 0 Z �- .J a- W N SHEET NUMBER No S7S 9 l p A! E O 8 o a q B lij- ///"ON, TREY A. TORRES, PE FL PE #80379 RT ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE, STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-9077 MODULE TYPE, DIMENSIONS & WEIGHT 40 6" NUMBER OF MODULES = 32 MODULES MODULE TYPE = HANWHA O CELLS Q.PEAK DUO BLK-G6+ 340 — (340W) MODULES WEIGHT = 43.9 LBS / 19.9 KG. MODULE DIMENSIONS = 68.5" x 40.6" = 19.31 SF �� UNIT WEIGHT OF ARRAY = 2.23 PSF 06 TOTAL ARRAY AREA = 2676.19 SQ. FT. TOTAL ROOF FACE AREA = 568.96 SQ. FT. 568.96 / 2676.19 = 21.26% OF ROOF FACE AREA COVERED BY ARRAY HANWHA Q CELLS Q.PEAK 18" RIDGE SETBACKS PER R324.6.2 TYP DUO BLK-G6+ 340 (340W) x WIND ZONE 3 TYP MODULES ROOF #2 (8) HANWHA Q CELLS Q.PEAK a DUO BLK-G6+ 340 (340W) MODULES S rT N N E E E " E N N WIND ZONE 2r TYP ��� ��v 5 - E Q _1 4N R� E E E N N N N c i 1 RCAF PLAN & MODULES S-01 SCALE: 1 /8" = V-0" M&IEs • E E E N x _ . r � , N N N__ N N N iP �— WIND ZONE 2e TYP E O (24) HANWHA Q CELLS �► � � r s : ., • f ROOF #1 TILT -23' AZIM.-183` GENERALSTRUCTURALNOTES 1. APPLICABLE CODE: 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. ATTACHMENT STRENGTH OF IRONRIDGE FLASHFOOT 2 ATTACHMENTS ARE BASED OFF IRONRIDGE'S PULL TEST DATA AND IRONRIDGE MANUFACTURERS SPECIFICATIONS AND IT IS ASSUMED THE EXISTING WOOD TRUSSES ARE SOUTHERN YELLOW PINE. 3. SPACING OF THE IRONRIDGE FLASHFOOT 2 ATTACHMENTS SHALL BE AS FOLLOWS: *WIND ZONE 1 = 6'-0" ON CENTER, 2'-4" CANTILEVER *WIND ZONE 2e, 2r = 6'4' ON CENTER, 2'-4" CANTILEVER "WIND ZONE 3 = 6'-0" ON CENTER, 2'4" CANTILEVER 4. IRONRIDGE FLASHFOOT 2 ATTACHMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS TO WEATHER PROOF AND SEAL ALL ROOF PENETRATIONS, 5. EXISTING ROOF IS A COMBINATION HIP AND GABLE ROOF FROM 27 DEGREES TO 45 DEGREES WITH A ROOF COVERING OF ASPHALT SHINGLES. MEAN ROOF HEIGHT = 15 FT OR LESS ABOVE GRADE WHERE MODULES ARE AND MODULES ARE LOCATED ON THE HIP PORTIONS OF THE ROOF. 6. DESIGN PARAMETERS SHOWN ARE BASED ON ALLOWABLE STRESS DESIGN (ASD) NOMINAL WIND SPEED PRESSURES PER SECTION 29.4.4 FOR ROOFTOP SOLAR PANELS PARALLEL TO THE ROOF SURFACE WITH EXPOSURE "B", RISK CATEGORY 11, ENCLOSED BUILDING AND h K 60'-0" PER ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2020 F.B.G. (7TH EDITION). EXPOSED AND NON -EXPOSED MODULES ARE LABELED AS SHOWN. T ROOF SURFACE TO UNDERSIDE OF PANEL HEIGHT IS APPROXIMATELY 5 INCHES AND INCREASED UPLIFT ON THE PORTION OF MODULES WITHIN A 10 INCH CLEARANCE OF THE ROOF EDGES HAS BEEN CONSIDERED. 8. "a" DIMENSION AS DEFINED PER ASCE 7-16 SHALL BE 4 FT REGARDLESS PER THE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION). 10. SOLAR PANELS AND MOUNTING SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC: RESIDENTIAL CHAPTER 3. THE ADDITION OF THE SOLAR MODULES AND ALL ACCESSORIES TO THE EXISTING BUILDING WILL NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING AND CAN SAFELY ACCOMODATE THE NEW IMPOSED LOADS OF THE SOLAR SYSTEM. ED - EDGE MODULE E - EXPOSED MODULE N - NON -EXPOSED MODULE - ROOF OBSTRUCTION - PV ROOF ATTACHMENT -RAFTERS I i rr r; r LL uz a s ` • o 00 r • PROJECT NAME • co LL st at r Lij SHEET NAME ROOF PLAN s MODULES SHEET SIZE ANSI 11" X 17" SHEET NUMBER , 5 sno 1 /C 4 f a a. �E c NAL ° � PE 9 NGINEERING LLC OA #35170 925 SUNSHINE LANE, STE 1010 ALTAMONTE SPRINGS. FL 32714 (407) 331-9077 NOTE: 2X4 RAFTERS ASSUMED TO BE NO. 2 SYP AND SHALL BE VERIFIED IN THE FIELD. O N W F- � C33 �- (n co ULd() > J z 0 ac 0, Z PV MODULE a a � Z O u) co p SEE (2/S-02) FOR �,®. ASPHALT SHINGLE ROOF REVISIONS G ENLARGED VIEW !RS @ DESCRIPTION DATE I REV INITIAL 05-05-2022 01 PROJECT NAME p J < W J of z � 1 ATTACHMENT DETAIL S-02 SCALE: 1" = V-0" z 0 Z >— LL1 IRONRIDGE BONDED UFO FASTENER `y) N (END/MID CLAMP) IRONRIDGE XR100 RAIL SHEET NAME ATTACHMENT DETAILS IRONRIDGE FLASHVUE SHEET SIZE CAP ASSEMBLY ANSI B W/ 3/8" SS BOLT & NUT 1 1" X 17" k SHEET NUMBER 2X4" RAFTER aG� 24"O.0 S-02 FLASHING ASSEMBLY ASPHALT SHINGLE ROOF o-f =v� ;s s TATr(0 5/16x4.25" SS LAG BOLT W/ %4 1 � �`f tiw — MIN. 2.5" THREAD EMBEDMENT, tiORs g SEALED PENETRATION aE` ATTACHMENT TIL (enlarged view) �ff �IV$ R GLLC '., FLCOA#35970 S-02 SCALE: NTS V5 NSHINE LANE. STE 1010 ALTAMONTE SPRINGS. FL 32714 {407) 331-9077 BASE WIND LOAD CALCULATION MODULE CAPACITY CHECK 140 MPH Solar Parlel Flush Mount Wind Pressure Calculations for Residential and Low Rise Commercial Buildings Whd VeiacityPresswe Calculation per ASCE7-16 U�mate Wnd Speed, V (NlPtd) Uplift Capacity of Solar Module ASD 1Nnd Speed, V(Wru 108,4 Mean roof heigh± of where inodules are located lrt) 15 Veloa,,yPr,ess,eeCoeffi6entforW d sure ]3 Kz 0,57 Test Capacity of Module in Portrait (per manufacturer) (PSF) 83.5 Topographic Factor, Kr_ Minimum Factor of Safety Required = 1.5 Ground El -nor Factor, Wind DirectionaRy Factor- Ks 0.85 -- ----- ------- --- - -------- Design Capacity of Module (PSF) 55.67 Length of a sngle sda,module Qnche,) 69,5 Module Located in worst case scenario wind pressure (PSF) 26.57 VAdth of a singe solar modAe (hche,) 40.6 to CenterSpaciqg cf Roof Atca_hrrent (Tt) 6 THEREFORE OK -Center Effecfve &A6ndAreaofa Single Module (sf) F ffectve Vqnd Are a of a roof connection tiibutan/ are a (s�) ,-.So Wind vebcL 'e Press.(pst) NON -EXPOSED CALCULATION EXPOSED CALCULATION Uplift Pressures on Solar Panels - Hip Roof 20 to 27 degrees Uplift Pressures on Solar Panels - Hip Roof 20 to 27 dereel P=_ct* �GCYAY�Ibft2)- Per Chapter 29.4 Module Roof Connection P z Qh GC Ye qb/ft2Y Per Chapter 29.4 Module Roof Connection GC p - Wind Zone Group i (WZi) -T.23 -1,26 GCp Wind Zone Group 1 (WD) -1.26 GCP Wind Zone Group 2 (WZ2e, WZ2r) 11 1.77 -1.8i GCP -wind Zone Group 2 (WZ2e, WZ2r) -1.77 -1.81- GCP - Wind Zone Group 3 (WZ3) -1-77 [�GCP -Wind Zone Group 3 (WZ3) -1,77 -i81 Effective Wind Area of structural element considered (Sf) Effective Wind Area of structural element considered (sf) Array Edge Factor (use i for non -exposed panels and 1.5 for exposed 1 1 Array Edge Factor (use i for non -exposed panels and 1,5 for exposed �panels) panels) 1.5 1.5 Pressure Equalization Factor = o.686 0,707 ;Pressure Equalization factor o.686 0.707 Wind Zone Group i Worst Case Scenario Pressure (psf) e 777 Wind nd Zone Group i Worst Case Scenario Pressure (psf) '1 0 'A' Wind Zone Group 2 Worst Case Scenario Pressure. (psf) \AAnd Zone Group 2 Worst Case Scenario Pressure (psi) Wind Zone Group 3 Worst Case Scenario Pressure (p2� wind zone croup 3 Worst Case Sce nano Pressure (psf) NON -EXPOSED CONNECTION CALCULATION EXPOSED CONNECTION CALCULATION Required Lag Bolt Size and Length to Wood Truss Required Lag Bolt Size and Lent to Wood Truss Per 2o18 Edition AS D SIDS for Wood Construction Per 2018 Edition ASD NDS for Wood Construction W' = W*(Cd)*(C.)*(Ct) WI = W*(Ci)*(C-)*(Ct) Southern Pine Wood Truss Specific Gravity - G = 0-55 Southern Pine Wood Truss Specific Gravity - G 0.55 IAA of PROJECT NAME 0 Z IT _J < >_ LL1 0 < Q H It Cli Z _J FO _J < CD 7- Z 0 Z r • CL co N ll SHEET NAME STRUCTURAL CALCULATIONS Withdraw Value for ciLa�Bl (lbs/in) and specified Specific Gravity = Embedment Depth (in) Embedment Withdraw Design Value - W (lbs) Load Duration Factor (Q) for Wind Load (Ten Minute Interval Wet Service Factor (Cm) in areas < 19% moisture content in-service conditions (relatively dry attic space) Temperature Factor (C,) in areas with experience sustained exposured to elevated temperatures 125 OF < I < 15o °F Adjusted Embedment Withdraw Design Value - W' (lbs) Lag Screw Center to Center Spacing (ft) Approximate Module Length (ft) Effective Wind Area of Attachment Spacing Worst Case Scenario Wind Pressure (Roof Connection) (psf) Tributary Area pullout load onto roof anchor (lbs) 307 Withdraw Value for 5116" Lag Bolt (lbs/in) and specified Specific Gravity = Embedment Depth (in) Embedment Withdraw Design Value - W (lbs) = Load Duration Factor (Cd) for Wind Load Ten Minute Intervals) = Wet Service Factor (C,,, in areas < 1c)% moisture content in-service conditions (relatively dry attic space) Temperature Factor (Ct) in areas with experience sustained exposured to elevated temperatures 125 OF < T < 15o *F Adjusted Embedment Withdraw Design Value - W' (lbs) Lag Screw Center to Center Spacing (ft) = Approximate Module Length (ft) Effective Wind Area of Attachment Spacing Worst Case Scenario Wind Pressure (Roof Connection) (psf) = Tributary Area pullout load onto roof anchor (lbs) 307 2.5 767.5 1.6 1 0.7 859.6 6 5.7o8333333 17-13 28.o3 480.01375 MAY OK SHEET SIZE ANSI B 11 " X 17" 2.5 767.5 SHEET NUMBER S-03 1.6 1 3 , Tr E OF I OR E IIERF VARING LLC 1 r L COA #35170 925 SUNSHINE LANE, STE 1010 ALTAMONTE SPRINGS, FL 32714 1 l407) 331-9077 0.7 859.6 6 5.7833333 17.13 18.69 32 o.o6625 Acceptable Design Value Check OK cceptable Desi�n Value Check SOLAR ARRAY 10.88 kW -DC STC (32) HANWHA Q CELLS Q.PEAK DUO BLK-G6+ 340 (340W) MODULES (01) BRANCH OF 12 MODULES (02) BRANCHES OF 10 MODULES m2mmmmllliMlll 11 *WT-11 ELECTRICAL PLAN • wlffljrsffl� LEGEND AC DISCONNECT PV COMBINER PANEL UTILITY METERWAIN JUNCTION BOX - MAIN DISTRIBUTION PANEL - ROOF OBSTRUCTION - CONDUIT REVISIONS DESCRIPTION I DATE I REV INITIAL 1 05-05-2022 1 01 PROJECT NAME < uj co co < 0 u- :�i cIf (li < Z -j 0 --i < z 0 z (o In LU cYa N SHEET NAME ELECTRICAL SITE PLAN SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER E-01 Sij vre -ea 4 37e "I OF ti 'ACI PL 0 R S fk SlNS4a'q?lX'& NG LLC FL COA #35170 SHINE LANE. STE 1010 T E SPRINGS FL32714 {407) 331-9077 �. o.. © o E (3) ENPHASE Q-CABLE. 12/2 TYPE TC-ER (N) 125A ENPHASE IQ COMBINER 3 (1) #6 AWG BARE CU - EGC (X-10-AM1-240-3) [WITH UPTO (4) FREE -AIR 2-POLE BREAKERS AND ENVOY COMMUNICATION GATEWAY] (N) JUNCTION BOX: 600V. NEMA 3R. UL LISTED (6) #10 AWG THWN-2 (1) #10 AWG THWN-2 - EGO 3/4" CONDUIT SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL # HANWHA Q CELLS Q.PEAK DUO BLK-G6+ 340 (340W) MODULES VMP 33.94V IMP 1002 VOC 40.B6 SC 10.52 MODULE DIMENSION 68.5"L x 40.6"W x 126"2(In Inch) INVERTER SPECIFICATIONS MANUFACTURER / MODEL # ENPHASE IQ7PLUS-72-2-US MICRO -INVERTERS MPPT VOLTAGE RANGE 27- 45 MAXIMUM INPUT VOLTAGE 60V MAXIMUM UNIT PER BRANCH 13 MAXIMUM OUTPUT CURRENT 1.21A DEC WEIGHTED EFFICIENCY 97% AMBIENT TEMPERATURE SPECS RECORD LOW TEMP AMBIENT TEMP (HIGH TEMP 2%) 33' CONDUIT MINIMUM HEIGHT FROM ROOF 0.51, CONDUCTOR TEMPERATURE RATING 90" MODULE TEMPERATURE COEFFICIENT OF Vo -0.27%/'C BRANCH-3 (12 MODULES) BRANCH-2 (10 MODULES) BRANCH-1 (10 MODULES) - PV MODULE (TYP.) (N) ENPHASE IQ7PLUS-72-2-US MICRO -INVERTERS (3) #6 AWG THWN-2 (1) #10 AWG THWN-2 -EGC 3/4" CONDUIT alLelPfEliaajaga a&IJ.,to]k "a W-4al1w-mI 7►"6- 1 EXPECTED WIRE TEMP (ln Celsius) 33, TEMP. CORRECTION PER TABLE (310.15)(B)(2)(a) 0.96 # OF CURRENT CARRYING CONDUCTORS 2 # OF C.Q. CONDUCTORS CORRECTION PER NEC 310.15(B)(3){a) 1.00 CIRCUIT CONDUCTOR SIZE 10 AWG CIRCUIT CONDUCTOR AMPACITY 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B) 1.25 x MAX AC OUTPUT x MAX # OF MICROINVERTERS/CIRCUIT 18.15A DERATED CIRCUIT CONDUCTOR AMPACITY 38.40A Result should be greater than (18,15A) EXPECTED WIRE TEMP (In Celsius) 331, TEMP. CORRECTION PER TABLE (310.15)(B)(2)(a) 0.96 # OF CURRENT CARRYING CONDUCTORS 6 # OF QC, CONDUCTORS CORRECTION PER NEC 310.15(6)(3)(a) 0.80 CIRCUIT CONDUCTOR SIZE 10 AWG CIRCUIT CONDUCTOR AMPACITY 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B) 1.25 x MAX AC OUTPUT x MAX # OF MICROINVERTERS/CIRCUIT 18'15A CIRCUIT CONDUCTOR AMPACITY 30.72Alt F_uATED should be greater than ((18,15A) 1.) ALL EQUIPMENT SHALL BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90-C WET ENVIRONMENT. 3,) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL. ARRANGEMENT OF SYSTEM. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS, AND ACCESSORIES TO MEET APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND ACCESSIBLE. 8.) INSTALL MODULE AND RACKING GROUNDING HARDWARE PER MANUFACTURER'S INSTRUCTION. (N) AC DISCONNECT: 240V, 60AMP NEMA 3R, UL LISTED, LOCKABLE AND NON -FUSIBLE SOLAR ARRAY 10.88 kW -DC STC (32) HANWHA O CELLS O.PEAK DUO BLK-G6+ 340 (340W) MODULES (01) BRANCH OF 12 MODULES (02) BRANCHES OF 10 MODULES TO UTILITY GRID 120/240V SERVICE (E) MAIN BREAKER 150A/21P.240V. (E) METER/MAIN, 200A, RATED,240V I EXISTING GROUNDING ELECTRODE SYSTEM 1 (3) #6 AWG THWN-2 (1) #10 AWG THWN-2 - EGO 3/4" CONDUIT y - i =a - : 1 s 1 ELECTRICAL LINE DIAGRAM E-�2 r�CRLE. �y� ca (E) MAIN INTERIOR SERVICE PANEL, 200A, RATED. 240V. EXPECTED WIRE TEMP (in Celsius) 33- TEMP. CORRECTION PER TABLE (310.15)(B)(2)(a) 0.96 # OF CURRENT CARRYING CONDUCTORS 3 # OF G.C. CONDUCTORS CORRECTION PER NEC 310,15(B)(3)(a) 1.00 CIRCUIT CONDUCTOR SIZE 6 AWG CIRCUIT CONDUCTOR AMPACITY 75A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A & (B) 1,25 x MAX AC OUTPUT x TOTAL # OF MICROINVERTERS 48.40A CIRCUIT CONDUCTOR AMPACITYlt r_uRATED should be greater than (48.40A) 2 WIRING c • s 4: • it l r- PROJECT' 'I JMIIII • s1 - .. • SHEET NAME ELECTRICAL LINE DIAGRAM SHEET SIZE ANSI 11" X 17" SHEET NUMBER � ea ba a g,9 7j' $a e / a a f a ""f s OS?MT ENGINEERING LLC COA #35170 925 SUNSHINE LANE, STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-9077 LABEL LOCATION: AC DISCONNECT(S) PER NEC 690.54 LABEL LOCATION: PER NEC 69•r SHOCK} =ir IN THE ARRAY. LABELa *' A SERVICE i PER NEC i9` i s t s � s • t s REVISIONS DESCRIPTION DATE REV INITIAL 05-05-2022 01 PROJECT NAME Z O J IT < W co ® ILL < �^ Z (� lge 4yy u'e 4"A 9 1j SHEET NAME SYSTEM LABELING SHEET SIZE ANSI B 11 11 X 1711 SHEET NUMBER oA\&03/l/,,/,-1 Q `\el ..3� r � p � a `k rfT f TAT", C, d x 8 0 gd,F6 B J 4 k. N A , b? ��ee JEFiEN (�f3�EPE FL PE #80379 SUNSMART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE. STE 1010 ALTAMONTE SPRINGS, FL 32714 {407)331-9077 rr- ,,; fr. �1 Syr ✓� Syr ✓' ra✓ ^Jj.-.�d,� �,li'"�" �� �"✓ r ✓� rl o � sr -hT''�'" c',.'�.9rr"�ll / l . � rif ,, r f � r/ r ✓/ ✓ ,ri., ��wYr rGYG',✓1 r r/ /r. �'r �' ✓ ✓ r ✓ l r ✓ rr✓ l% / ✓' r f r x' :��� ✓ r i ✓ / r '`r r ✓�„ r r40,92 r ✓f✓✓ r r� r f/ / r ,✓ r r f rf 4 �f ✓� r � yr' .rr:. r r � ✓ �/ram ✓, rr r: r, r Engineered in Germany GUALI £C. A 1O s" AND ER-1 IFIC;A.TES PACKAGING !NFC)P`NI , iofl vi vo, t o/ r v rC C, 215 20F,.!!rC61 30201" ;. - - -- - 32 1— II uFat_ u d >. 9,893 2 5 28 24 DVE �us 715x 459, 48 10'i(18'5x 1150 .220 m) 168 Kg) Nate . vi_ ,. ...v o . r i !or, 1 an,a.or," t„_iw .ec tca ,yr e,ce,,a r,ert o F rfV v.,,, ^ra: -1-csE, G(CELLS Han ha Q CELLS America Inc • i REVISIONS DESCRIPTION DATE REV INITIAL 05-05-2022 01 PROJECT NAME 0 .I Lf7 w f 3 < ® LL C; J CD z m= 0 z c �w CO N SHEET NAME MODULE DATA SHEET SHEET SIZE ANSI 11" X 17" SHEET NUMBER "`StgaaOvas math a�"a MW1 J 0c O � 4 y, �YE PE ? y F #80379 SU ART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE. STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-9077 SEE ln� p h zai cS e o­a " _ 0 1 1 'Al ocrol w1cir terec: IVIKA V1, IV. -I L ",p INCERTVffED I o learn firore abOUt EnDhase of fenings, visit enphase,com The high-powered smart grid -ready Eneh,,,ase Q 7 Micro" and EnphYase LQ Y Micro` dramatically simplify the installation process while achieving the highest system efficiency Part of the Enphase 1Q System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ En VOYTM , Enphase 10 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 Iristall Lightweagnt and sinliple Y raslet nstaflannl it outh inau,u,w d lighter tvvo vire cabirig Built ;it rapid shlutdoicf) cotripflanl (NE 0 2014 & 201 1) Productive and Reliable Opimni;red for high pov;eied 610 cell. 72. hall -cell and 79 ce!V­144 half -cell l i-nodules Morethan a nulhorl hottis of tc sting Class 11 double i-sidat-c' U! haled Smart Grid Ready Conniciles with advanced grid suppoit, voltage and fi-c(lUency rise through requirerrionts RPRIOtely Updates to respond to changing grid requirements Conficiuriles fob varying grid profiles Meets CA Pule 211 (W 1 Y1`41 -SA) 1 lw :Q /, flki YO Ic xmimYl /Sc,4 fl<)h czri: nooul�s, `_"ENPHASE %__v Enphase IQ 7 and IQ 7+ Microinverters 107PLUS-72-2-US 6ornmorily used nnodule pairings' 235 W - 350 W + 235 W - 440 W + Module compallh,hTy 60 lr.;0/120 half cell iIV modules 60 cell/ 120 half cell and /2 only cell/144 ha'f cell Lid lnodljf:eS Maximum input DC voltage 48V 60V Peak power tracking voltage 27 V 37 V 27V 45V Operating range 16 V - 48 V 16 V - 60 v min"'Max slarl voltage 22 V Y' 4d V 22 V /60 V Max DO short WCUit cul (amdule Isc) i5 A 15A Oveivollage class DO port il DC per' backfeed current 0 A 0 A Ps' arl ay config Lira don 1 X I UngrOLWded wray, No adaoiorla! Di -I side }at otec'no n Fc-qujred, AC side protection requires max 20A rier branch ciicwI OUTPUT DATA (AC) IQ 7 Microinverter IQ 7+ Microinverter Peak output. power 250VA 295 VA Maximurn, continuous outpul pwief 240 VA 290 VA Norfinal IL-L) volta(geftange2 240 V / Zoe v 240 V / 208 V 211 -264 V 183-229 V 211! -264 V 183-229 V Maximullf contmijous outpul current 1 O A (24 0 V) 1,15 A (2 0 8 V) -1,21 A 1240 V) 1 39 A (208 Vi Nor ninal frequency 60 us 60 Hz extended ficqLwncy ral 47 68 Hz 4; - 68 Hz AC sharl Cil fault current ever 3 cycles 5,8 Arms 5,8 Arms Maxii-nurn units per 20 A {L-1branch circuil" 6 (240 VA C} 3 `208 VAC) 13 (240 VAC} 1! (208 VAC) Overvoltage class AC per', AC port backfeed curren', 18 ITIA 118 rnA PoYver factor setting 1,10 1:0 Power factor (ac,ustFcle) 0.851cadin( -0,85 lag ging 0 85 eading 0 65 lagging EFFICIENCY @240 A @208 V @240 V 1@208 V Os'ek iffici iency 0.6 % 6'FF9 1 1 5 1 % 97 1 3 CEIC creighled efficiency 91.0 9 7 0 9I 0 YYY MECHANICAL DATA A on 6 je in' t fP rop"erature'range - --- --------- . ... ...... ....... . .... t0+65111 Relitce humidity range 4;t, to 100% (condensing) Connector type NAIC4 (or Ampheriol H4 U TX ailth additional Q-DCC- 5 ridapier) Dinlensicrin (HxWxD 212 l x 175 mrn x. 30,2 fern Nv'ithout drackel) Weigh' 1,08 kg (2,38 lbsY,1, Cooling Natural convection - No fans Approved for %eet locations yes Putu',jon de(yee PD3 Enclosure Class 11clouble-insullated, corrovion, resistant polymeric criclosure E nv,ronnienzal categoll f Us exposure raling NEIl Type 6 i ooldooY FEATURES communication Power Line Communication (PLC) Monitoring F-Til ighten ydanage, and loyEnjghten r7ioninoi ing options Both op!iY­jns iecurp installation of an Fniallase Q Frivicy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL firr use as the load -break disconnect required by NEC 690 Compliance CA Rule 21 (Ui 1741 SA) U, 62109 1, UL I 741/lEEE 1547, `,CC Part 15 via F, lCrS 00(M Class 8, CAN/CSA C22,2 NO 1,07 i M Thls product is UL Listed a�, CV Rapid Shl L.q.1irinien' a'1r1conforins wild NFC 2014, NEC 20,17, end NEC 202CJ ser,tion l 12 anni (22 1-2015 R,Ae 64-218 Rapid Shutdown of PV SYSWfTIS, for AC and DC condlictors, wheri installed according rr,3111,jfartlifel's instruclions /v(a amr a, NIPS flellphass CQ 'ven L;ar hz t +beyond nominall if rcarri,ed by the Litifity tit rMfal,. r, "I 0-11j, a cY! I a learn nnote about Enphase offennigs, visit enphase.com ;-!� ENPHASE a__v cr REVISIONS DESCRIPTION DATE REV INITIAL 05-05-2022 01 PROJECT NAME 0 11- < _j L0 LLI M co (D < _j C) LL 2E < IlIf (6 0 z _j < co z ::) 0 ry z I— (D T— W 00 N SHEET NUMBER � ' e igtuteWAP , O_ , SI 44 " NI, A, No A, 9 yo A1- /4 E3F. aES.RRE y/y P �Ffj 0379 UA NSMART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE, STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-W77 E SDI M F ,Er tj 11 1 1 Dj n e r 03 - E -_3 3t A, X-1Q-AW-240-3-ES X-1Q-AM1-240-3C-ES To learn rnore about Eftphase offerings, visit enphase,clarn _1 1 -1 r " ES 1 , U i f id Dr 'Q r- a,;Y 1 M n V,, Y t PV zliri [)y pi-i'vici lig j rSlqTew 1'ofl�F"r jD l") our )-pole h1pul jrcuil<> "'Ind I 1 1`3 1 st 1 1, b tj s, 1--i a I, a � s e h 1 v Snnart Includes 10 i nvoy for corn onunicanon afrd control includeS L 1 I-M! cell modern, (included only omh IQ orniaji K 1, i -ES' Includer, solar shield to rnatch Infisemble erVlencs and de,fiLci heat Flexible networking SUPPOrtS W'-Fi, Ethernet, or cellular Options! AC receptacle available for "It C bridge Pfovjde,., production metering and corn. uniption monilojl,g S, 11111) 1 e Reduced sce troyc IQ Cor-nisiner, (X !Q AMI, 240 2) Cenrerpd mounting brackets sup poll singie StUd olOW-ItIng Suppor's oacl< and side cono wt enlry UP to four ?-floss roavruh cif cunF for 240 VA(; idug in (,.rakers (not inn, laded) 80 b tmio I or storage branch circuits )ui,irrile NP 11, certified NEMA lyipe 311 enclosule r ire Year izmited roaTrxinffry Tv,,,r) vea' labor rem-flurser-neirt prograin cojrrdge riciii-Ied for hoth the Coli-ibifier SKf_j U!, I,led ENPHASE Enphase IQ Combiner 3-ES / 3C-ES MODEL NUMBER IQ Consbiner 3-ES (X-1Q-AP11-240-3-ES) IQ Combiner 3-ES with Enishase IQ Eiroar printed circuit board for integrated revenue grade PV production fostering (ANSI C1210 +/- 0.5%) and consurniction monitoring (+/- 2-51/.). Includes a silver solar shold to rnatch the Enctoarge storage system and Enprover smart tevitch and to deflect heat, I Q Cornbi "Ief 3C F S { w IQ -AM 1 2 40 -3 C E S) IQ Comb i re, 3C-ES with. Efohase IQ Envoy isirroed circurt board for Integrated revenue grade PV production fnetering (ANSI C12 20 +/ 0 .5`r,,) and cifo5ufliption monitoring (+/ 2 S",) indirdes I,nphase Monde Connect _TE ill iCELf MODW MI), if roug and play Industrial grade cell Inoitern to! SySteinS UP to 60 ITIICurinveftefs, (Available in the US Canada, Mrses, Puerto Rico, and the US V:ri:Pn !S�af Ids, sireTe there is adets ' uote ceHrrlar service if I the insta1i3tIon area ) Incluripsofa, shie s a ridve, sar d ,o rnatch the En -charge. stolage syslefif and Efri000fe� smart switch and to clefleci heal ACCESSORIES and REPLACEMENT PARTS (no! HICIUded, order separately) i, ­­­­­,­__ "" 11 ­ "I'll 1111111­1 1 111­1 11 "1 11 11 1 -1 -11, -_ 111, Ensemble Communications Kit " , -, , , , - --- __ , , - , " ­-,nt for , Includes COMIAS-KIIT-01 and CELLMODEM-Ml evith 5 year data plaEnsemble sites (COMMS-CELLNIODEM- M-1) Cif, uit breakers Supports Eaton BR210, BR21 55, EIR1120, BR131 BR24101, BR250, aird BR260 circwl breakers FiRK-10A 2 "4° Circuit ti,eakep 2 pole, 10A, Eaton BR210 BRK 9-240, Cmcuir breaker, 2 pole, 15A, Eaton BR211 5 BRK-20A 2P-240 Circuit breaker, 2 pole, 20A, Eaton BR22/0 EPLC-01 Power line carrier (communication bridge pair), quantity `one pair XA Evil ARSfM 1, D FS Replace nfent solar stre. Id for Combine r 3 1 S 1, K-ES XA-PLIJG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3-ES / 3C-ES (required for EPLC-01) X A E N V - P C BA -,'I Replacement JQ Envoy printed circiAit board (PCB) for Combiner 3 ES / 3C Es ELECTRIiCAL SPECIFICATIONS Rating Continuous duty, sys-i voltage 1201240 VAC, 66 fie I'aton , BIRsf-riesbulbar octing 125 A Max 65 A Max. contiourass current rating (rotor frorn f1v7storage) 64 A rAdri fuse, CIIcu", feting toutput) 90 A Branch circuits (solar and/or storage) Up to four 2-pele Eaton BR series Distributed Generation (DG) breakers only klot included) Max 80A of rfiStfibuted genefaton / 95A wIth 10 Envoy breaker Included Era acy breaker 10A or 15A rating GE/Srernenrof000n Included Pmdkoojori frneiennri C 200 A solid core pie itrsialled and onred To lQ [nvry Consuniption monitoring C-1 (CT-200 -SPLIT) A pair of 200 A split core current transformers MECHANICAL DATA Durnensione (WxHxD) 37,5x4g,5xl6.��lcmk,4.75,,,19.5"x6.63'),height is2l.06 (53.5cm) with micuraing brackets, io'le,gir" / 5 kg (", 6 ,, listh Arnbiero ternperatuct., rarige -401 C to +461 C (-401 to 1151 F) (,nosing Natural con vec-litu-,, I !real oho Enclosure esoorionmentai rating Outdoor, NRTL, certified, NEMA type 3R, polycarbonalre construction 'A' 20 A in 50 A fifeakisr Inputs 14 to 4 AVVG' cc, reef conduciors 60 A breaker branch inpur: 4 to 1/0 AVJ(; copper conductors Main lugcornbmea output 10 to 2//0 wo/G copper conductors Neutral and ground: 14 to 1/0 coppei conrl Always follow local code roqulfsInenls fm conductor sizing. Altitude To 2000adders (6,560 feel , I INTERNET CONNECTION OPTIONS IrIlegialed W"-Fr 802,11b/g/11 vial tar C E 1 A 0 D E M - Is 1 06 4 G based 1, T E M -1 cellu l a, , Tr od em ,included only y with IQ C of i, bi ner 3(' , S) Note Mal air I'iriphase MchileCol-ineci ceriular modem is Ieqwied for call Ensemble s Ethernet Optional, 802,3, CaIi5E (or Cat 6) UTP Ethernet cable (not Included) C01-APLIANCE Compliancr, Combiner UL 1741, CAN .,SA C22.2 No, 1071, 47 CFR, Part '5, Class B, ICES 003 Production, metering: ANSI C'12,20 accuracy class 0,5 (PV production) Cran sumplion metering accuracy class 2,5 Cornphane", If-'i (,nvoly it 6.0601, ­1/CANCCA 2? '1 610 10 1 To cain thil-ire abOUt Enphase offerings, vItnt enphase,com ENPHASE MAY ss REVISIONS DESCRIPTION DATE REV INITIAL 0r5-05-2022 01 PROJECT NAME 0 < Uj CY) (D CIO < _j U_ 2E < iz 0 Z _j < z 0 cc n LU (Y) SHEET NAME COM�I NM BINER BOX DATA SHEET SHEET SIZE ANSI B SHEET NUMBER voo vt lvwEra WLn z5eaMp 5 E to c, 9 'OF 1 41 Ts. o A" Pf� soa ART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE STE 1010 ALTAMONTE SPRINGS. FL 32714 l407) 331-9077 W IN FIN 1 "'NRIDGE R%j XR Rail Family but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure, Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time, Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat & Pitched Roofs Corrosion- Resistant Materials 0" XR Rails are Qld­, ji Qffi),' compatible with qNe �,§ IronRidge offers p, m �"g p"5 mp""a range of tilt leg All XR Rails are made of 6000-series aluminum alloy, then protected with an la hF of and F S 0 options for flat anodized finish. Anodizing prevents surface a other pitched roof oR, aroof mounting 5 and structural corrosion, while also providing attachments applications a more attractive appearance. M0MR• I I - 01[w.11•�111 111111110MI140IMe '"' 11109111111 11111251A4 13 WJ1 ill r0t7A 9P.11mmomm 11MORNEIR."ORM XR10 XR 10 is a sleek, low -profile mounting rail, designed for regions with light or no snow. It achieves spans up to 6 feet, while remaining light and economical. 6'spanning capability Moderate load capability Clear & black anodized finish Internal splices available IT -WIT'= XR100 is the ultimate residential mounting rail. It supports a range of wind and snow condibons, while also maximizing spans up to 10 feet. 10'spanning capability Heavy load capability Clear & black anodized finish Internal splices available X R 1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans up to 12 feet for commercial applications. 12'spanning capability Extreme load capability Clear anodized finish Internal splices available I I TIZI M31 ra a, M a Lu CD U) 00 C14 Lu > LL Z E Ujo C; 0 In ry Z 0 < CL Z Or, Z) 0 U) 00 C) PROJECT NAME 0 It < _j Lr) LW CY) (D CY) < —1 LL < Z <m T_ Z 0 If, Z W CY) N SHEET NAME RAIL DATA SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER TE OF J EFFRE4 A 6RR94' P SNiR INEERING LL.0 #35170 925 SUNSHINE LANE STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-9077 AWN"" K" IRONRIDGE V. ng Fla Z, 01- # #NN"t _01—n AIV ___M5WrVA1 IIIII T",%% every environmental condition. FlashVue does it all. 11 W 0101-111 0 a a 111051011M Three -Tier Water Seal, Reimagined FIa shVue's seal architecture utilizes three layers fprotection. The viewport is elevated 0.30', and provides a `friction -fit" for the GripCap. The GripCap fully covers the viewport while a sealing washer adds another layer of protection. And an EPIDM washer and lag bolt "seal the deal" in the stack. GripCap & GripCap+ The 3601 capable GripCap (2.74" tall) and GripCap+ (3.74'tall) can be placed in any orientation, and provide a "friction -fit" for easy installs. Push snug into the viewport, without worrying it will roll away or rotate while driving the lag. A MHM= Triple Certified to Protect the Roof— UL 2703, 441 (27) TAS 100(A)-95 "a Trusted Strength &Certification K o 0.75" `5: Attachment Loading 41, , Xmm"'JA_5� FlashVue has been tested and rated to support 1161 (Ibs) of uplift and 353 (Ibs) of lateral load. %k .............. Structural Certification Designed and certified for compliance with the International Building Code & ASCE/SEI -7 ------ Large Viewport in Flashing Water Seal Ratings 7: ­7t The large viewport makes it easy to align the flashing with the pilot hole, and Passed both the UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. drive the lag centered into the rafter. The elevated rim not only provides a sturdy UL 2703 Listed System dock for the GripCap or GripCap+, but �, increases water -shedding capabilities. RgA Conforms to UL 2703 mechanical and bonding requirements. See Flush Mount Manual for more info. dx �Q �,g & (D 0 U) 00 LLJ > W Z LL Lu• 0 Z 0 a, Z ry Z) 0 U) PROJECT NAME < _j LLJ (Y) (Y) < _j ILL 2i < Q Z _j < Z Z) ry 0 Z (D CMN SHEET NAME ATTACHMENT DATA SHEET SHEET SIZE ANSI B 11" X 17" SHEET NUMBER 61 , xf N 379 E OF j, K �0 ,�EFFREY A. T RRES, RE FL RE #80379 SUNSMART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE STE 1010 ALTAMONTE SPRINGS, FL 32714 (407) 331-9077 A IRONRIDGE F",,very fq-_,p�, O 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 -waths throulohout the system. This leads to safer and more reliable installations. Stopper Sleeve The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. Each Bonded Splice uses self -drilling screws to form a secure connection. No bonding strap needed. L11 go] I V.-M WE 0 1, 02 A single Grounding Lug connects an entire row of PV modules to the grounding conductor. Universal Fastening Object (UFO) The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and can fit a wide range of module heights. Llza��� kJ UFO Stopper Sleeve 0 Grounding Lug ED Bonded Splice Ground Wire INNIN, IN I I it 11 0 W-umillmoragor-Algil Krz I a 91 MR01 I F it Loa! Wu at I MaKUM SLOW W.1 Syd a a mn .4 Lmg L-7i Lwmg I No W:L# Lit I I V.0- M MM7.1 M um I a m FU r. n Wn at arm III r; I &J RL91 TheIronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and Bonded Attachments mechanical connections over The bonding bolt attaches an extended period of time in and bonds the L-foot to the extreme Outdoor environments. rail. It is installed with the same socket as the rest of the system. 051101A IN,, N000-1-0 IRS'!; XR Rails XR 1000 Only UFO/Stopper V V Bonded Splice V, ao N/A Grounding Lugs s 1 per Row 1 per Row 1 per Array Microinverters Enphase - M250-72, M250-60, M215-60, C250-72 & Power Darfon - MIG240, MIG300, G320, G640 Optimizers SolarEdge - P300, P320, P400, P405, P600, P700, P730 z: Fire Rating Class A Class A N/A Tested or Evaluated with over 400 Framed Modules Modules Refer to installation manuals for a detailed list. PROJECT NAME C < LLJ CO 0 co _J < LL 2 < Z < z 0 z CL, r CO N LLI SHEET NAME I I IRONRIDGE DATA SHEET SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER N No 8, 0 r:/ 4,4 % V-}021`4�'OfORRES RE J L FL RE #80379 SUNSMART ENGINEERING LLC FL COA #35170 925 SUNSHINE LANE STE 1010 ALTAMONTE SPRINGS, FL 32714 W)7) 331-9077