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21-3093
City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-003093-2021 Issue Date: Permit Type: Add/Alter (Residential) t 12 26 21 0040 00600 0090 5237 Tangerine Drive Name: W LEVERNE & MARION MOREL Permit Type: Add/Alter (Residential) Contractor: CARROLLWOOD WINDOW TRUST GEORGE MOREL TRUSTEE Class of Work: Add/Alter Residential & DOOR, INC. Address: 5237 Building Valuation: $4,800.00 DURAND, MI 48429 Electrical Valuation: $1.00 Phone: Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $4,803.00 Total Fees: $64.00 Amount Paid: $64.00 Date Paid: 10/27/2021 11:02:13AM 17 I'M IRMO 01. &M REPLACE 12 WINDOWS S/S pmw 'zo L'�mk'! < 7 010 "s . Building Permit Fee $64.00 # 0 0 irm, ffrdif rf - ii •L f, m7w.• ♦ 777ffel-A- accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �Zo'q\gie-A I] 14 a Lan&-r- CMRACTOR SIGNATURE PE IT OFFICEt) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i INSTR#2021227534OR BK10467 PG3309 Page 1 of 1 SIH 10/25/2021 09:56 AM Rcpt: 2368749 Rec: 10,00 DS: 000 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No, Parcel 10 No 6-21-0040-00600-0 NOTICE OF COMMENCEMENT State of FLORIDA — County of PASCO THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, LLJ the folitsving information is provided in this Notice of Commencement 1. Description of Property: Parcel Identification No. 12-26-21-OD440060D-0090 U) UJ Street Address: 5237 TANGERINE DR ZEPHYRHILLS FL33542 U- i 0 0 P: 0 z 2. General Description of Improvement REPLACE (12 ) WINDOWS SIZE FOR SIZE UJ LAI' U) a. X LL1 Z. 3. Omer Information or Lessee information it the Lessee contracted for the Improvement: LORRAINE MOREL 0 LL- t-- 0 " Name >- LU LL 1 0 C) 5237 TANGERINE DRIVE --ZEEHYEHILLS.— Address city state 1— U- Z 0 Interest in Property: OWNER 0- 0 Name of Fee Simple Titleholder. cn o Address city 4. Connector. CARROLLWOOD WINDOW & DOOR State U- UJ D z CL 6025 4M HWY 301 TAMPA FL Address city LL Contractor's Telephone No.: 813-626-7576 U. 0 5. Surety., 0 _J UJ Name LU E z Address F- 1- a: Cr z t. V) 1,- F- 0 Amount of Bond: $ Telephone No.: 6. Lendec. Name Address--v city State %A Landes Telephone No.: Rhin the State of Florida designated,by the owner upon whom notices or other documents may be served as 7. provided by Persons within Section 713.13(1)(a)(7), Florida Statutes: Address City State Telephone Number of Designated Person: 8. In addition to himself, the owner designates of toreceive a copy of the LieWs Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Ovmer. 9. Expiration date of Notice of Commencement One expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a rifferent date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF -COMMENCEMENT - ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalty of perjury, I declare that I he" mad the foregoing notice at commencement and that tire facts stated therein are true to the best of my knowledge and belief, STATE OF FLORIDA -nw I J COUNTY OF PASCO Sigrodurys Title/Office The foregoing instrument me a lartaMed before ad bthisdi do, me E1,2MS KQ�n VIA (type of authority. e.g., officer, trustee, attorney in fact) for in party on behalf whorn instrument was executed). Personally Knom [] OR Produced Idenfificati-xi Notary Signsk Type ofidemiffication Produced7')Ir I \ X -ili lDkg_y�*- Name (Print) A ny�k 'T a i Ds '5) vck r\-,D.6 wpdsta/bcs)ncffcecomwramcomerrt_pc063048 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 I Building Department Rt2?-� Date Received 10 -zs-/-z I hone Contact for Perrin in S ?,3 Owner's Name L & y1f, All' OKI et Owner Phone Number Owner's Address 1—ck#i I 'D Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 52 3-1 TA,,\0K-- 0 LOT # SUBDIVISION t PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F-1 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE = SO FOOTAGE HEIGHT =BUILDING 1`0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. 4 =PLUMBING 1$ � =MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY OTHER )dC> FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �Z7' 7 COMPANY =iEECcURREN SIGNATURE --Z2L— REGISTERED Y/ N _ILN J Address f 1 Zc-% F4- 10 License #F-5—ric tzsEa66 ELECTRICIAN COMPANY /N SIGNATURE REGISTERED [:;; FEE CURREI, Address License # PLUMBER COMPANY FEE C�URREN SIGNATURE REGISTERED Address License MECHANICAL COMPANY E SIGNATURE REGISTERED FEE CURRENY / N� Address License# OTHER COMPANY E SIGNATURE REGISTERED ;;;;�FEE C�URREN Address License #E --- RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building 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/ Slit Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large 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 w/ 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. (AIC 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) MEM��W SITE PLAN - SCALE = 1116" = 1°- " ARRAY TRUE MAG P`✓ AREA PITCH AZIM AZIM (SQFT) AR-01 18' 298o 307' 77A AR-02 20' 118' 127' 578 �4Q e"" A - (N) ARRAY AR-02 l; / (E) FENCE (N) ARRAY AR-01 " t/�1 Al f sunrun av ENG NEER ADDRESS: SBUSH AN FRANC SCO. CA 94104 EC 13007964 (E) GATE - 1 pj 5208 TAMPA W ELVD. TA;,hPA; FL 33634 (E) POOL PHONED MP J FAX AAIr CUSTOMER RESIDENCE: C JaA CBciil wi� NELIA CLARK � . rff L 5308 TANGERINE DR, 84923 ZEPHYRHILLS, FL, 33542 ' n e TEL. (813) 507-2039 TE C3F ,' �< APN/TMK #: APN: 12-26-21-0040-00400-0160 PROJECT NUMBER: 802R-308CLAR Signed: 10/13/21 DESIGNER: (415) 580-6920 ex3 EDJVARD CHIANG SHEET SITE LA REV: A 11-10-2021 NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE PAGE - . ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERI-A--1 Marne Type Height YP 9 Type YP Max Span OC Spacing Max Landscape Detail OC Spacing Max Landscape Overhang Max Portrait OC Spacing Max Portrait Overhang MAX DISTRIBUTED LOAD: 3 PSF Configuration SNOW LOAD: 0 PSF CORRUGATED METAL, WIND BREED: AR-01 TRAPEZOIDAL [VB47] - 1-Story 2X4 PRE -FABRICATED TRUSSES T - 7" 24" S-5! VERSAB CKET VB-47 6' - 0" 2' - 4" 6' - 0" 2' - 1" STACKED S.S.0 MPH CREW GUST. EW: UR 5/16": 2.5" MIN EMBEDMENT CORRUGATED METAL, STRUCTURAL NOTES: AR-02 TRAPEZOIDAL [VB47] - 1-Story 2X4 PRE -FABRICATED TRUSSES 7' 6" 24" S-5! VERSAB CKET VB-47 6' - 0" 2' - 4" 6' - 0" 2' - 1" STACKED INSTALLERS SHALL NOTIFY UR ENGINEER OF ANY POTENTIAL PITCH: 20' AZI[ : 118' a I I Utb OBSERVED * PRIORMAL TO PROCEEDING IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF THEN ATTACHMENTS EDGES (EXCEPT VALLEYS), TO BE ADDEDOVERHANG! REDUCEDREDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE ALLOWABLE INDICATED ON PLANS TO BI 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON ENGINEER ADDRESS. 225 BUSS{ ST, SUITE 1400 SAN F"RANCISCO. CA 94104 P: 949383-0993 EC13007964 5208 TAMPA !M BLVD, TAMPA. FL 33634 PHONE 0 FAX 0 CUSTOMER RESIDENCE: NELIA CLARK 5308 TANGERINE DR, ZEPHYRHILLS, FL, 33542 TEL. (813) 507-2039 APN/TMK #: APN: 12-26-21-0040-00400-0160 PROJECT NUMBER: 802R-308CLAR DESIGNER: (415) 580-6920 ex3 EDWARD CHIANG SHEET LAYOUT REV: A 11-10-2021 SEE THW SITEPLAN FOR NORTH RROW PAGE 12O/248VAC ~ SINGLE PHASE SERVICE DUKE ENERGY 4369175 UTILITY GRID (N) 125A ENPHASE IQ SUPPLY SIDE TAP AC COMBINER BOX WITH INTEGRATED I OA ENVOY BREAKER (34)HANVVHAO-CELLS: Q,PEAKDUO BLK-G6+34U MODULES AND MICRO -INVERTER PAIRS NEW 125A —A—' p4' ENPHASEENERGY: BREAKER |U7PLUS'72-2-US FUSED AC BLADE TYPE (1) BRANCH OF (4) EXISTINGKX|CRC>iNVERTERS [A] 150A | (1)BRANCH OF(18) \ MAIN �|CR{-iNVERTER9[� FACILITY PANEL 50A FUSES �-------� ------ (1) BRANCH OF (14) LOADS ��� o GQUARED �------� SOU�RED 28ABREAKE��� MICRO-INVERTERS D222NRB DU222RB 2OABREAKER [B] N<7T��TOTALpyBACKFEED=43A 3R.80A 3R.68A.2p 20A BREAKER [C] | USED | 120/240VAC 120/240VAC CALCULATIONS # CONDUIT CONDUCTOR NEUTRAL GROUND I NONE (2) 12 AWG PER ENPHASE Q CABLE BRANCH NONE (1) 8 AWG BARE COPPER HANVVHAQ-CELLS:C),PEAKDUO BLK-G8+340: 340VV OPEN CIRCUIT VOLTAGE: 40.66V MAX POWER VOLTAGE: 3394V SHORT CIRCUIT CURRENT: 1052A QNned�10/13121 TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S); AC DISCONNECT(S)_ AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2019: 690.13(B), NEC 2017:690.13(B) LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(B)(2)(3)(b), NEC 2017: 705.12(13)(2)(3)(b) LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c), NEC 2017: 705.12(B)(2)(3)(c) SOURCES: GRID AND PV SOLAR ELECTRIC SYSTEM LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2019: 705.12(B)(3). NEC 2017: 705.12(B)(3) a LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT" OF INTERCONNECTION, PER CODE(S): CEC 2019: 690.54, NEC 2017: 690,54 I ARFI I n(.ATtnN INSTALLED WITHIN 3' OF RAPID SHUT DOWN SWITCH PER CODE(S): CEC 2019: 690.56(C)(3), NEC 2017: 690.56(C)(3), IFC 2012: 605.11.1, IFC 2018: 1204.5.3. CFC 2019: 1204.5.3 Em SWITCH TO THE "OFF" SHOCK HAZARD ARRAY. ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): CEC 2019: 690.56(C)(1)(a), NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: 4 SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. ® SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. m SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. \pkll iflft7/t -IVAEW ` No 84923 � F ox;,`tORM STRUCTURAL ONLY Signed: 10/13t21 NOTES: 1. HE PROCUCII SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPOiUSBiLITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK "II-ICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED sHWOUGH TF'.E FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INS-AL.ATION INS. RUCTIONS. ANGIORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY_, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIP._. 5. WHERE WOOD BUCK THICKNESS IS 1--1/2" OR GREATER, BUCK SHALL. BE SECURELY FASTENED TO MA.SONR", CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BOCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NO- USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COAT''-NG OR MEMBRANE IS THE RESPONSIBILITY OF HE ARCH IFCI OR NGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SPIM STACK TO BE 114", 9, SHIMS SHALL BE LOCATED, A'.. PL IED AND MADE FROM MATERIALS AND-IHIr'KN._ S CAPABLE. OE SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED RIGID PVC. 12 UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. -PROVED IMPACT PROTECTIVE S"S`PM 'S REQUIRED FOR THIS PRODUCT ;N WIND BORNE DEBRIS REGIONS, 14.FOR ANCHORING T-ROUGH "RAME INTO WOOD FRAMING OR 2X 3UCK USE #8 WOOD SCREWS WITH SUFFICIENT LEJ'.M 0 AC "EVE A 1 1/4" MINMUM EMBEDMENT INTO SUBSTRATE.. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND !NSTALLATICN DETAILS. TABLE OF CONTENTS rHFEF NO. D_SCPIPHON -- 1 NO' ES 2 ELEVATION _.._. --- — --- _, 5 INSTALLATION D=TA_S ----.6._._..-------COMPONEN-S —.---- REVISIONS DESCRIPTION DATE REVISED INSTALLATION DEIA'.LS 01/28/19 REVISED NOTES 08/05/19 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN '.N ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SEL- DRILLING SCREWS WHH SUFFiCiENI LENGTH TO A"H[EvE 3 1HREADS MINIMUM BEYOND STRUCTURE INTERIOR 'WAL_. LOCATE ANCHORS AS SI-'.OWN =N ELEVATIONS AND iNSTALLAIION DETAILS. 17, ALL FAS-ENERS -O 8E CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED HEL.OW: A. WCOD: MINIMUM SPECIFIC GRAVITY OF 3=0.42 R. CON RFTE: MINIMUM COMPRESSMF STRFFGTH 0_= 2,G00 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. META;— STRUCTURE: STEEL 18GA (.C48") FY=33KS/FU=52KSI OR ALUVINUM 6063 -T5 rU=30KS1 048" THICK MINIMUM 19 GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHAL JOi EXC'._ED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. APPROVED R.L. R.L. SIGNED: 0810612019 LLC. MI WINDS650 OWWEST MARKET STREET GRATZ, PA 1 7030-0370*�r EN.�gt SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW `fix" 0 W STEEL REINFORCED — NON —IMPACT 36" X 84" NOTES DRAWN'. DWG N0. REV m 7AT QR ✓ 4 '+ "'*.. V.L. 08-01372 B f NAL NN ECALE NTS DATE 10/17/11 srtEET1 OF 6 7} 1 NN L. ROEERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomaspfrfomasoe.mn 2X K/WOOD FRAMING : By HERS, 2X BUCK TO BE 'PROPERLY SECURED BACKER ROD & ADPROVED SEALANT BACKUP ROC' -- Ri S= ALAN T 2X UC.,/WOOD FR-' M. NG 81 CTI-:ERA, 2X &JCK TO BE PROPERLY SECURED RE E 0Ns PN � J GRIPTG'v F r_LSD INSTAD A"ION DE',', LS 0_/2i/1B RL i S D N07ES GEC l L / 9 P L. E DGE '.STANC_ EMBEDM_NT 1/4" MAX. J 1 1/4" WN. .� 1/4" MAX_ SHIM EIXBEDMEN- SHIM �8 J OI SCf L W g �"n^D / / r.,w SC4�W U' f W � INTERIOR F INTERIOR 2X Rl CKl n FRA 4 N BY ?_r b PRO I v SEC f-?. U �L BACKER RCD —� EXTERIOR_ & APPROVEDSEALAN HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION VERTICAL CROSS SECTION 2X BUCKYWOOD FRAMING INSTALLATION SILL TO BE SET f BED OF APPRO FD \S GN ADH-SNF 4 NOTES: MAX. 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SH f M NOT SHOWN FOR CLARITY, 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0810612019 MI D LAC. t[ iDI EDOORFET B50 ©EAST MATS vv\S L /1 N GRATZ, PA 17030-0370 '0 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED — NON —IMPACT 36" X 84' INSTALLATION DETAILS 9#( (}F DW'3'NN'. DWG n0. P.EV r+" F V.L. 08-01372 B ZIlT1 sca NTS a=" 10/17/11 s,?3 OF 6 4k L. ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NO 27023 LUIS R. Lomas P.E. EL No.: 62514 434-688.0609 rllomas@klomaspe.com 6y OTHE, BACKER OD & APPROVED SFALANT BAC E, OD & APPROVED SEa_ANI CI ET,^^,. STRGC`UR- EE PR;?EZL" _:..CURE 7/16" MIN. EDGE UISTANC VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION t IS OR 7/ 6„ 21_LING M N. Fcc- F IS-' ANCr k META- STRUCTURE BY OTHERS GFI^1 Gh F-V4D N ,AL L.AfION DETAILS RE SEE NOIES [ /4" ,VAX. SHIM #8 SMS OR E_E DRILLING II_I_ING ] S( R[ UJ INTERIOR BACKER ROD -� 1c APPROVED EXTERIOR HORIZONTAL CROSS SECTION METAL STRUCTURE 1NSTALLATIPN SI',_I_ TO BE SET IN 31D Of" APPROVED CONSTRUCTION ADHESIVE NOTES: 1 /4' MAX, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED NON -IMPACT 36" X 84" INSTALLATION DETAILS V.L. 08-01372 B ScaLE NTS nrF 10/17/11 "1P14 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r1lomaspIrlOmaspe.com SIGNED: 0810612019 s{{i'» Luis R. Lomas P.E. FL No.: 62514 MASONRY/CONORET_ BY OTHERS GPT'JNA,L.. 1X 3UCi SEE NOTES -`— SHEET BACKER ROC AP ROvEC SeAA7J BACKER ROD O: OPTIONAL X BU( SI L N ) f 5 -- -r T VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATON MIIV_ S`ANCEL T 0 E3E S: I IN OF APPROVED VSIWIC 1!ON JD"!SVE 4" MAX. SONRY/CONCRETE OiHE:RS 1 1/4" MIN. EMB=DMEN MASONRY/CONCR BY REVISIONS )FSCRIPTICN RFf EC IN TA:LATION CET II a1 ✓�_D N6TIS )AiE APPROVE) C1/28/19 RL. C8 i. -/19 RA 1/4" MAX. S H. I V, 3/16" TAPCON ,, Ml\. DGE "STANCE / II C Di BaGKnGo EXTERIOR IOTSZ _ :—_SC xA�iv SrEE' _Ai ANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 SIGNED: 0810612019 MI LLCttR OWE�ST It�L MARKETS 6�50 ARKEDOOREET GRATZ, PA 17030-0370 wCrld+#� SERIES 3540 FINLESS PVC SINGLE HUNG WINDOWQTfATi'OF 5 irw STEEL REINFORCED — NON —IMPACT 36" X 84' INSTA' LATION DETAiLS •ry m :'PAN, o.':,..,). Re✓ �r�'�„4c�°'�Cti�t443�"xq"E���`` V.L. 08-01372 B 2fJk� Z7111i1fiSX `cIF NTS mare 10/17/11 SRatrS OF B L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 LUIS R. LOYYtg5 P.E. FL No.: 62514 434-688-0809 rfl m ,Pa W=o pe. m 6/11/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8, Facts Publications Contact Us BCIS Site Map Links Search dProduct Approval USER: Public User , *r 411 Product Lppro al Merv; I Product or Aqplicabon Search > L�. ,r l7calion List I Application Detail FL # FL17676-RI7 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Entail 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@Mwd.com Authorized Signature Brent Sitlinger bsitlinger@rT�wd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE ':, Validation Checklist - Handcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/1,S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 10/09/2020 Date Validated 10/11/2020 Date Pending FBC Approval Date Approved 10/19/2020 Y&4-r 2008 2011 2017 Summary of Products Go to Page 0 0 0 Page 1/ 2 .................... --- - — — — - ---------- - - - ---------- -- - - ------- — --- ---- — - — ----------------- ----- - ----- -- ........................... . . . .. ..... .... ------- https://ww,v,floridabuilding.(>rg/pr/pr_app__�tI.aspx?param=vvGEVXQ\,vtDqvFGYZsjrZFR6fGloOf5hOziTKel04RId-35gCRzp3y�Qg`/�3d`/`3d 115 6/11/2021 XE• • �FL# i Model, Number or Name Description 17676.1 3540 SH 3604 Fin Frame . . .. ... .................................. ...... . ..... ........... Limits of Use .......................... ... ....... . .... .......... - .......... .. . ... ...... ...... ............... ... .......... Certification Agency Certificate Approved for use in HVHZ-. No ft-17676 RI7 C. CAC APC(1135J5 C7327 01-109-,17 -_L.p I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with ASTM .Djailk p�Lf i E1300-04. I Verified By: Luis R. Lon -as, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL1767 pAI_ Created by Independent Third Party: Yes - --- - ------- - --------- - - - — - — -- - - ----------- ... . ...... .... . ......... - - ----- 17676.2 13540 SH 36x84 Fin Frame --------- Limits of Use - ---- ......................................................... ............ ........................ .............. - Certification Agency Certificate Approved for use In HVHZ. No 9 Approved for use outside HVHZ: Yes 3540 SH( 725).p f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +40/-50 1 07/27/2025 Other: LC-PG40. Units must be glazed in accordance with ASTM Installation Instructions I E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE _514338A p Af Created by Independent Third Party: Yes ................... ---- - --- - - ----------------- - ------------- -- - ------------------- - ---------- - -------- - -- - - - ............. . 17676.3 3540 SH ...................... . .. ................ . ............... . . - - -------- - ---------- - - - ------------------------- - - - - -------- 40x66 Fin Frame ............................... .......... . ........ - ..... .................................. . ...... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No E!1267f Rl7 C CAC APC(5299)A3485-01_109-_47-_Rg 35-4-Q Approved for use outside HVHZ: Yes _24) pgf Impact Resistant., No Quality Assurance Contract Expiration Date Design Pressure: +35/-45 08/26/2024 Other: R-PG35. Units trust be glazed in accordance with ASTM Installation Instructions E1300-04. Fi�.7676 R17 II 08-0.i349A.( Verified By: Luis R. Lon -as, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ........ . .. .. .............. ... . .............. ......... . ........._...A._....___._._ .......................................... Created by Independent Third Party: Yes . . . ... . . ...................................................................... . ... . - ------ - ----- ---- - -------- . ........................................ .................... . . . . . ........ ... . . . .. . ................ - .............................. ..... . ....... ............................... ......................................... 17676.4 13540 SH --"- . . ................. . . . . ........ 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Quality Assurance Contract Expiration Date Design Pressure: +40/-47 05/26/2025 Other. R-PG40. Units must be glazed in accordance with ASTM i Installation Instructions E1300-04. LLI7676 R17 11 08-Q2-13psif Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports . .. ...... . ...... - - - -------- Created by Independent Third Party: Yes ------- 17676.5 '1 3540 SH 44x72 Fin Frame ............... .......... .. ............. ................... .......... ....... ..................................... . . .. . ........ . ..... . ... - ......................................................... ................................................. . . Limits of Use Certification Agency Certificate Approved for use in HVHZ; No Off Approved for use outside HVHZ. Yes A Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 i Design Pressure: +35/-47 Installation Instructions Other* R-PG35. Units must be glazed in accordance with ASTM FL17676 R17 11 Q8-2335IA..p Af E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports LL17676 R17 _AE �1 �[jdf Created by Independent Third Party: Yes ...... ...... . ................... . ........ . - - -- — - - ------- - - - ------------ . . ...... . . . .............. . ....................... - ............. . . . ................ . - . . ........ . ............................... 17676.6 13540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELIZEZ6 1D3 ljf&23 29 0 t- LQ9 - 4 7 qdf Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other. LC-PG30. Units must be glazed in accordance with ASTM ELI7676 M7R-Ingglz-3Q40 SH Fin � aff E1300-04. Verified By: American Architectural Manufacturer's Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Patty: ------------- - ------------------------------------ - -------------- - ----- . .. . ......... . ................... - ............... . ..................................... . .. . - - ------------- 17676.7 13540 SH --- - ------ - - - - ----- 52x84 Fin Frame — ------- ------ - -- - --------------- — — --- — -------- ---- - ------------------------------ - - https://www.floridabuilding.org/pr/pr_app__dfti.aspx?pararrF=wGEVXQ\mtDq\,fGYZsjrZFR6fGloDf5hOzlqKelOIRK-35gCRzp3yx2g`/`3d`/`3d 215 Limits of Use `: Certification Agency Certificate Approved for use in HVHZ: No f FL17676 R17 C CAC APC(6879,6840)BO319.01-109-47,80314.012 Approved for use outside HVHZ: Yes 109 47 -45 Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +25/ 25 ? 05/26/2025 Other: R-PG25. Units must be glazed in accordance with ASTM Installation Instructions E1300-04. FL17676 R17 II 08-03354A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE 514344A.pdf Created by Independent Third Party: Yes _..............__..........._............._............___.._..___-____.........____..._ ......... _.__.._........__..._.................................. ....__._....._...._..........._....................__... ._..._._......._......____.........._..._...............______....__....____.._...__.._.._.._......____._..___......__.._......_........._..._.._.__...._. .._._.......... ............... --... _............. ....__.............................. ............................. .......................... ..................................... ._............. _................ .._,.... 17676.8 13540 SH i 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL.1.7676 R1.7 C CAC APC 3540 FLS .36x74.pdf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/ 50 j Installation Instructions Other: LC-PG35 FL17676 R17 11 08-01252B 7.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE 511854B 1252.p f _.____............. Created by Independent Third Party: Yes . 17676.9 3540 SH ............... 36x84 Finless Frame ....... ...._... ...... .... .......... Limits of Use ..... Certification Agency Certificate Approved for use in HVHZ: No FL17676 R17 C CAC APC 3540 FLS 36x84.pd Approved for use outside HVHZ: Yes FL17676 R17 C CAC APC(7158,7157)82133.01-109-47,61910.01- Impact Resistant: No 109 47 3540 SH(072725).pdf Design Pressure: +40/-50 Quality Assurance Contract Expiration Date Other: LC-PG40 07/27/2025 Installation Instructions FL17676 R17 II 08-01372B.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE 5119 9B.pdf ...... ............... .....__.......... .....3...... .. ............... ............__.. ..... _....... ................ Created by Independent Third Party: Yes .......... ...... ........... ..... ............. ......... ............... ........... ...... ...m.,.,,.,.,._....._...._...___.,..,.._...... 17676.10 3540 SH ......................i__........ _..__.... .._......... ,.,...,.___......_...... ... _.. 44x72 Fnless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL27676 i217 C CAC APC 3540 FLS 44x72.p if Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 1 Installation Instructions Other: LC-PG35 FL17676 R17 1I O8 01247C.pjLf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE,511;849C,pdf Created by Independent Third Party: Yes 17676.11 ; 3540 SH 148x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R17 C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FLI.7676 R17 II 08-03353A.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE 514343A.pdf ..-...._._._.._ .�._..__...___.._............. Created by Independent Third Party: Yes ------------.._...__.........._.._ _......._._.._.._.._......_. .------- 17676.12 3540 SH ! 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R17 C CAC APC 3540 FLS 52x62.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R PG35 Fi_17676 R17 II 08-02.269B.pLf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17�76 R17 AE 5130156.pdf Created by Independent Third Party: Yes _._........__.__............_...._............. _................. ..........................._...._.._......_._.._...................... . —-............__.-:.................._-..____._.-...._____--___._.........._........_......_......_--..-........._...-. _ _._._.__............_-____...,. ........................... _...._...._..__..__........................................ ................................ ........_.........._......._......_.................-........ 17676.13 3540 SH 52x72 Finless Frame Limits of Use E Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11, C CAC APC(10818)C7325.01-109-47 - 13.pdf https://wm.flori dabui I di ng .org /pr/pr_app_dtl.aspx?paran i=wGEVXQwtDq of GYZsj rZF R6fG 1 oOf5hOztT Kel OW K-35g CRzp3y)2g %3d%3d 3/5 Florida Building Code Online Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure. +30/-30 Installation Instructions Other; R-PG30 fL1:7676 RI7_IL 8- 7 B.p f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17676.14 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +25/-25 Other: R-PG25 17676.15 13540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/- 35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.16 3540 SH 52x84 Finless Frame Certification Agency Certificate 01-_10-47,8D3 4 01- p Af Quality Assurance Contract Expiration Date 05/26/2025 Installation Instructions EL1767-6 �R - �)' pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Patty: Yes Evaluation Reports FL17676. R17 AE p 5L2141R� _qf Created by Independent Third Party: Yes 48x72 Fin Frame Certification Agency Certificate fL17676 R17 C CAC APC(12775)8272601-109-47-RO 3540 aH(073024).p f Quality Assurance Contract Expiration Date 07/20/2024 Installation Instructions Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R -1 �,' AE 514342ApAf Created by Independent Third Party: Yes 48x84 Finless Frame Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No ELI767 R17 C AC AP (15789)G0970.01-109-47-120 3540 Approved for use outside HVHZ. Yes af-i(�071921).p f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 07/19/2021 Other:LCPG30 Installation Instructions EUZkZERIZJLQ8-035gi9_Poff Verified By: Luis R. Lon -as, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL!76�, �14 5 1.p f gL Created by Independent Third Patty: Yes . .. . .. ................ ................. . . — .............. - ---- - - ----------- --.- ..................... ....... .... ............. 17676.17 13540 SH 44x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ*. Yes Impact Resistant. No Design Pressure: +30/-40 Other: LC-PG30 17676A8 13540 SH Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +25/- 25 Other:LC-PG25 17676.19 13540 Single Hung Limits of Use Approved for use in HVHZ: No Certification Agency Certificate fL12�676 R1.7 C CAC APC(15790)G�01-1 �9-47-R�40 SH(02 921).p f Quality Assurance Contract Expiration Date 07/19/2021 Installation Instructions ELLZ76 R II 08 70. P.df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fLI7676 R17_AL514652�_p f ._gf Created by Independent Third Party: Yes 48x85 Finless Frame Certification Agency Certificate Fi-17676 k117 C CAC APC(11440)L7326.01-109-47-RQ 3540 SH(282822),p f jL Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL.17676 Rll, IT D -_01246A _�_ pjft Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL1ZkZk-R1LAE-dUa4aLP-d-f Created by Independent Third Party: Yes 36x84 Fin Frame Certification Agency Certificate ELI:7676 R17 C CAC APC(,18225) pdf https://www.floridabuildirig.org/pr/pr_.japp__�ti.aspx?pararrFvvGEVXQv,4Dqvf GYZsjrZFR6fGloGf5hOzlqKelOWRW-35gCRzp3ys2g%3d%3d 4/5 6/11/2021 Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +35/-35 Other,LC-PG35 17676.20 1 3540 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +35/-35 Other: R-PG3S Quality Assurance Contract Expiration Date 08/05/2021 Installation Instructions FL17676 R17 II 3540 SH Non Impact Installations 2020 P_fff Verified By: Joseph Reed PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676 R17 AE 22480- RI MI Windows and C7corI{0 _'H 2020 FBC.psIff Created by Independent Third Party: Yes 52x62 Fin Frame Certification Agency Certificate FL17676-912 C LAC AP,(171a8)1405.04-116--11--R p f Quality Assurance Contract Expiration Date 12/05/2022 Installation Instructions FL17676 R17 11 3540 SH Non -In act Installations 202_0_EDCipcf Verified By: Joseph Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL17676,RI.Z AE �lndows and 5 H Z2_4tj� _54_L�L 2020 FBC.pff Created by Independent Third Party: Yes Go to Page 0 0 Page 1/ 20 0 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-182 The State of Florida is an AA/EEO employer, CQpydg PrivALy Statement :: AcQeI My Statement :: Refu,� Underr'loncla law, email addresses are public records. If you do not want your e-mail address released in response toa public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide. the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: MIMM99M https://www.floridabuilding.org/pr/pr_app_Al.aspx?paran-F\&tGEVXQwtDq� GYZsjrZFR6fG1oOf5hOzlqKe101ClL35gCRzp3y)Qg%3d%3d 5/5 NOTES: 11 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILD'.NG CODE. 2) WOOD FRAMING TO BE DESIGNER AND ANCHORED TO PROFERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURA-ION FACTOR Cd=1.6 WAS CSED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT ;REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZCNE 3. 5) DESIGN PRESSURE AND NSTALATION DETAILS SHOWN :N THIS DOCUMENT A?PLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT L MITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY M! WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MUL-ED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNI-, 8) UNITS MAY BE M-LLED TOGETHER iNDERMTELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCE=DED AND MULLION IS ANCHORED ACCCRDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS' 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2' DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMUtA FOR TRIBUTARY WIDTH, 3) LOCATE MULLION SPAN (UNIT=1EIGHT) AND TRIBUTARY WIDTH. AT THE INTERSEC-ION OF ROW AND COLUMN CONINMNG THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RA11NG MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. r W1 + W2 II TRIBUTARY wiDTH I �z P.E`lISIONS RtV DESCRIPTIOR' l DATE —j APPROVED A REVISED INSTALLATION DETAILS -1 0 8/07/15 ' RA 0 REVISED ANCHORING NOTES (35/10/1I � R.L.. CRFV!SFD CHARTS 10/26/18 I RL, ANCHORING NOTES: 'i FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUF=ICIENT LENGTH -0 ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTA_LATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACCN TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM. EMBEDMENL WITH 1" MINIMUM EDGE- DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEEN 4. 3) FOR ANC-ORTNG INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION .RESISTANT. g) INSTA-LATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INS'ALLAHON INSTRUCTONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IVINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRET-- MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL - STEEL 18GA (,048") FY=33KSI' FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .0625" THICK MINIMUM. TABLE OF CONTEN-S SHEET NO. DESCRIPTION ? NOTES ------ ----- CONFIGURA-IONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONEN-S MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 96" MULLION SPAN NOTES V.L. 08-01 445 NTS °An 01/11/12 sl'Ee11 OF 4 L. ROBERTO LOMAS R.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rtlo—Ca h(omaspe.com SIGNED: 1012512018 Rt t t,LtOrf/� ® 0 51 ;wpm 'CAT I Luis R. Lomas P.E. FL No.: 62514 107 3/8" COMBINED WIDTH W I W2 FRAME HEII&T WINDOW! 1 WINDOW (l)ULUON SPAN' H 107 -3/8" COMBINED WDIH '07 3/8' COMBINED WIDTH W, IWINDOW. FRAME I HEIG-Iff WINDOW (MTJ-LIUN S�Aw W1 W2 96" WINDOW RAIRAL HEICHi WINDO ll WINDOI,� (MULLION W1 W2 107 318 COMBINED WIDTH Design pressure rating (p-,-*) Units anchored Into wood and metal framing Tributary width (in) span (in) .13 25,50 36.00 42,00 48.00 52J3 25. 0 120.0 120.0 12M 120.0 120.0 120.0 NMullion 37-38 120.0 120.0 120.0 120.0 120-0 120.0 4 _,3 963 120.0 98.3 81.2 76.9 75.2 75.1 62,00 96.4 6 �00 73.6 58A 65.63 90.2 6, " 68.6 53.9 49.3 46.3 44.8 " n. 72.00 81.0 61.2 47.6 43.2 40.1 38.6 84.00 62.1 45.0 33.1 291 26.3 24.9 90.00 50.4 36.4 26.6 23.4 21.0 19.8 96,00 41.4 29.9 218 191 17.1 16.0 107 3/8" COMBINED WIDTH W I W 2 FRAM !'WINDOW WINDOW HEIGHT (M[J1, CN SPAIN) , 07 3/8' I COMBINED WIDTH W1 W2 9 6" WINDOW KAMI, HEIGHT WIND DW� I D/ VVINOOWJ (MULLION I SPAN II 10/ 3/8' COMBINED WIDTH REVGfONS DESCRIPTION REUSED INSTALLATION DETALS REVISED ANCHORING \QES RFVISFD CHARTS 107 3/8" COMBINED WID-H W1 W2 WINDOW 961" THAM�� HEIGHT _WINDQW WINDOW ,MULLION SPAN) WI W2 Ic -OD19 ENED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3,18'AS SHOWN HEREIN. Design pressure rating (pso Units anchored into masonry/concrete Mullion span (in) Tributary width (in) 18.13 25,50 36,00 142.00 148.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120,0 120.0 120,0 49,63 120.0 109.2 90.2 85.4 83.5 83.4 62.00 107.1 81.8 64.8 59.7 56.3 548 6&63 100.2 76.2 59.9 54.8 51 72�00 90.0 68.0 52.8 8.0 84.00 62�1 45.0 33.1 29.1 90.00 50.4 36.4 26.6 23.4 6,00 911 41 A LARGE AND SMALL MISSILE IMPACT LEVEL D, WIND ZONE 3 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 96" MULLION SPAN CONFIGURATIONS AND DP CHARTS V.L. 1 38-01445 C `'CALL NTS ID' 01/11/12 1 yluEf 2 OF 4 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rflamaspfrfomaspe- DATE I APPROVED 05/10/17 R.L. 10/26/18 R.L. SIGNED: 1012512018 R to to 6 Luis R. Lomas P.E. FL No.: 62514 I ! ' MIN EDGE DISTANCE REVISIONS DESCRIPTION' DATE APPROVED REViSED INSTALLATK)N UETALS R L REVISED ANCHORING NOTES p RFVlSFf) CHARTS 10/26/18 R.L. VASONRY//CONCRETE BY OTHERS I i/4 4 Ml\, FM9FDNlFNr SECT5796 OR - -T MT000023 CLI- SECT M- 1926 MULLION 3/16" ELCO Ii-TRACON IAPCON SEC-5796 'V SECT5796 CLIP '0 SMS oR SECT W, - 1926 SE LP DR .LING MULl ION SCREW SECT5796 - - -- - -- ------------ CL]n 10 WOOD SCREW S--CT5796 METAL MI-000022 1/2" MIN STRUCTURE EDGE DISTANCE CLJ� BY OIHFR-, 3/8 MIN. VERTICAL CROSS SECTION -.MBEDMINT -METAL STRUCTURE INSTALLATION CLIP INSTALLATION 112' MIN WOOD FRAMING/ EDGE DISTANC= 2X BUCK By OTHERS VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION SIGNED: 1012512018 MI WINDOWS AND DOORS, LLC 650 WEST ATZ MARKET STREET GR PA 17030 R L oEN M-1926 VERTICAL MULLIONe 96" MULLION SPAN g6lx -*= "o INSTALLATION DETAILS TATg0 F —,A DRAWN G NO, V. L. 08-1445 4 REV Rk t C IVIIlilo . . - At �\4 TAIJ NTS ME 01 /1 1/12 1 SH0EL13 OF 4 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P, E. FL No.: 62514 434-688-0609 ljamasLaAjp,,= 2 31A - ----- LL SECT M-1926 MULLION ALUMINUM 6063-T5.125" THICK 3/811 2" //8" 3 1/4" 1 3/8" 3/8" 3/8" 2 X 01/4" 3 '/4' 7/8" 4" 7/� MT000022 CLIP 16GA E063") GALVANIZED STEEL 2 7/8" SECT5796 CLIP — 2X 01/4" FOR CONCRETE INSTALLATION ALUMINUM 6063-75.125" THICK SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5. 125'THICK ,a," 2 1/4" 2X 0' /4" 1 1/2" I LL 2 SECT5796 CLIP FOR WOOD FRAMING TN§fiL LA TION ALUMINUM 6063-T5. f25" THICK REVISO.S REV DESCRNPTQDATE APPROVED A REII/iSED LNSTALLATION DEALS 7 5 R, ----------- B REVfSED AWHOPING NOTES 05/10,'.7 R.� -- - ------- C RFVfSD CHARTS 101126118 R I , SIGNED: 1012512018 MI WINDOWS ND DOORS, LLC AARKET 650 WEST MSTREET R.. GRATZ, PA 17030 M-1926 VERTICAL MULLION 0 96" MULLION SPAN COMPONENTS TAT ilD77tfz DRAW owl, Nl. 'IV V.L. 08-01445 c sCnLL NTS jWl 01/11/12 1 SHE" 4 OF 4 P.E. ROBERTO LOMAS E. 1432 WOODFORD RD LEW[SVILLE, NO 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rfloma C&ldomaspe_com 6/11/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge iStats & Facts Publications Contact Us i BCIS Site Map Links Search Product Approval 0 Or USER: Public User LL2A—LiAp Approval Mel, , Product o� Application p-M jk_ SeaMt 0-t—, List > Application Detail 1p IS= FL # FL18504-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@mwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Rhone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis R Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity Fenestration and Glazing Industry Alliance (fun-nerly AAMA) Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method EL1a0A R 5 —CQL_Fj—C21— pd f Standard AAMA 450 Method I Option D Year 2010 Date Submitted 12/29/2020 Date Validated 12/29/2020 Date Pending FBC Approval 01/17/2021 Date Approved 04/13/2021 https://wk),w.floridabuilding.org/pr/pr_app_Al.asp)Oparan-r—\&GEVXQwtDqs9%4-P/a2ftCOhpJQqiSH9F9oAnbTwILSieiqBsEcSqpXSC6dA%3d°/o3d IN. Florida Building Code Online 5ummary_of Produets__ , FL fNodel Number or (Name ......_.. _ Description _ ....._ _....._ .. .. ... ... ........ ., ... ....... .. .... .. 18504.1 M-1926 Horizontal Mullion i I M 1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R5 II 08-014558.pdf Approved for use outside HVHZ: Yes Verified By; Luis R Lon -as PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure., N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to Wind ELI 8 5Q4_RS_,AE_5_12_Q 79B,pdf Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion _......__.....__......_.._...._.__..........__`._M _1926 Vertical Mullion_._..._._.._..___..___......_..._._._.........................................................__...__.__...........; _.._.. _........ ____w.-.._,..i-_ _......__ _.. Limits of Use Installation Instructions Approved for use in HVHZ: Na FL18�04 R5 II Q8-Qi445C.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: Maximum span - 96", Impact resistant up to Wind Zone 3. FL18504 R5 AE 512069C.pdf Created by Independent Third Party: Yes ,___.__ ............._._.........................._._...._ _._. ..__......._................._.__..... __._..__.....__..........__......................_..._.............._.............. _._..__......_.._..........._..._................_...._.__....._... _...__..: 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R5 II 0$-01834B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span 120", Impact resistant up to Wind Zone 3. j FL1 4B5AE_ 5125218.pdf Created by Independent Third Party: Yes 1 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use ' Installation Instructions�� Approved for use in HVHZ: No FL1.8504 RS Ii 08-0.1833B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. I FL.i8504 RS AE �"125208 pdf Created by Independent Third Party: Yes __....,_. __... ..................... .. _ . _ _ _.._____..... ____...___ ____ ... 18504.5 LM2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom _ j limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R5 IT 08-01907A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span 120", Impact resistant up to Wind Zone FL1a504 R Ar�A.pcif 3. Created by Independent Third Party: Yes _ ....._.... ......... _..._ . _ _._ ... .... ......._ ...._ .. ... _ ... ._._. .. . _ ..... 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL1H504 RS IT 08-01906B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. FLi85Q� g5 A�S�.26Q1B.pdf Created by Independent Third Party: Yes _...�........� 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18 4 I 0 - 2 34.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind Zone FL18504 RS A13629.pdf 3. i.. __...... _......._ .._.__._ ' __.. .._...................... ........_...... .... ...._._.___. Created by Independent Third Party: Yes _. .....- .._ .. ,.....__ _ . __.... . ....__............ ...._.._._.., ....._...... .......... ._. Cgntact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CCapynght 200730I, Stynte of Florida.:: Rriva gy t t on :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ere . Product Approval Accepts: https://w,Aw.floridabui ldi ng .org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq s9%2f%2ftCOhpJQq iSH9F9oAnbTwl LSieiq BsEcSq pXSC6dA%3d%3d 2/3 HHMRM https:llmmAt.floridabuilding.org/pr/pr__ppp_,Otl.asp)Oparan-f--v,GEVXQ\A4Dqs9%2f`/a2ftCOhpJQq iSH9F9oAnbTwl LSieiq BsEcSq pXSC6dA%3d%3d 3/3 �a C, /Y County - A fic Jon Cover F)roducl. pproval at shecht Y ')Go As required by Florida Statute 553.842 and Florid,a Administrative Code 91372, ploap. provide the inforornpor-rents information and product approval number(s) on the building c listed below if they are to be. utilized on the construction project for which you are applying for a building permit. WOT[�`�: It is tho responsibility of the pormit [)older to have the printed installation instructions m the jobsite for the inspector's verification. Florida approved products are listed online at www.fIoridal)u1Iding,qqq or ........... . Ing", can be obtained morn local product supplier. m IIAW Wind kS)Peed: M.P.11 Fxposure Category: Protection Hcxjuired: Yes No. VVINDOWS AND DOORS ------ _111 ------ . ..... ......... . Symbol -- Number --------- - Pro(JUG.t Product Mari ufacturer Series or F1 or Miarni Width height Positive Negative on Plan . ------ ----- - of Un _ ------ Cits ateg Subc.ategory [VIodel Approvi'll Presstire PrOSSUR) ['-'x, m 0: ------- - - - ---------- -------- A 3 Window 'Singlo hung silverline 2000/2001 12068A ----- 52 in 62 in 36.0 - -------- 35.0 C - ) - ------- 3(0 4q /z_ UKUMH WITH PE.11MITAPPLICAIDN 6i9/2021 Pasco County Property Appraiser Generalized Building Schematic 41 U STO I 7 24 BASDI 24 FCPGI 2fI 41 4 FOPOI 16 https://search.pascopa.com/sketch.aspx?pid=274277&bid=274277 Field Measure Date: 4- 3 Job: fADa"I CLOR C C;tl M PAC Operation Width x Height x Leg Temp OBS VVOCD BOX SCREEN Stucco Band NOTES x x 2 X. x 3 x x 7 4 x x 5 6 x x x x 7 14 x x x 1.- x I tAl Ix -�11"I' x 0 x x x 12 x x 13, x x 4 14 x x 5 15 6 16----- x x X, 17 1 7 x x 1 8 18 x— x 19 x x 20 x x 21 x x 22, X X 231 x x 24 x x 25 x x 26 27 x x x x 281 1 Ix n�. .. �y ff ffl. 0 BLK-Uti r ,f�fQ�,?�lll�� .,\, f PY PILL Y�CHNkiOGY f ,�a"'�NCT-BF'OT RRpTECT, �HSP) TFAQEXpL2gUkuYY �a �A�kt'i iiD Y€CHN4LOGY - Uuil x .AN TUM TECHNOLOGY: LOW LEVELISE COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.5 %. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID / Technology', Hot -Spot Protect and Traceable Quality Tra.Ore EXTREME WEATHER RATING lq7 High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance warranty. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. !APT test conditions according to IECITS 62804-12015, method 9 11-1500V, 168h) e See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 69 Rooftop arrays reion n residential buildings Engineered in Germany CELLS MECHANICAL SPECIFICATION 1740mm x 1030 mm x 32mm (including frame) 199kg -- aremm aeomm 3.2 mm thermally pre stressed glass with } x-•---______= use mm anti -reflection technology _ 4x Grountling Polntsm0.6 mm� ct, ...r Composite fllm a-r- ,r, Biaek anodised aluminium ..- 6 x 20 monoerystalllne Q.ANTUM solar half cells m30. per y^cx 53-101 mm x 32-60 mm x 15-18 mm Protection class IP, wypass diodes _ _ _ 67ith b__ dide_ -- =.c� 4mm�Sole rcable (+)>1150mm,Oz1150mm Staubli MC4, Hanwha Q CELLS HQC4; IP68 .. ..-.. , .....- ....._. a,no nn g.wn pETaL Al _.-. ...._ .. ____ .. _.. DETAIL 1 24E-j_MjrEm ELECTRICAL CHARACTERISTICS POWER CLASS _. 330 - 335 w r.. ._..,, ,,, „ .,. 340 w.. .r u_,... . ........ 345 ..._ . _ I[.:=.r .7 ,'-.2N,"\ P-1 [W] 330 335 340 345 t [ _......... ......... I, [A ......... .... ............. _.. 10,41 10.47 10.52 10.58 Voc IV] 40.15 40.41 40.66 40.92 [A] 9.91 9.97 10.02 10.07 _... M..,.... _...... Vm1r [VI ,,_, ..,...___............. _ 33.29 33.62 _... .. _,.. �___ .,_. ,,. . .. _.._ 33.94 _,.. .._.,..,_.. ......... 34.25 .... � �...._._ , ., , ...._. _ _......_ . . ,... .. , . ,m..... . [%] .e.. a18A a18.7 _. _.,--._, ®.._.._., _,,,,. _... 19,0 _.., ......_.... ... >19.3 .t xl_ ._,5: -'' ,, �?re",L ...... .......... vw,;tur,- ; _........ PMrp [Wj 247.0 250.7� 2545 258.2 [A] 839 $ 43 8.48 .. 8.52 __. ,.. .__,,. ..,., Voc [Vf �... .._,...._..,.�. _-.._....._ 3786 38.10 38-34 ..._.. 38.59 . ........ ., ., .. hPP [A] 7.80 7.84 7.89 793 ��;,-- •�' V,u�P V) 31,66 31,97 3227 32.57 'Measurement tolerances PMnr ±3 %; Isc; V_ ±5 % at STC 1000 W/m2, 25 t 2 °C, AM 1.5 according to I EC 60904 3 . 2800 W/m2 NMOT, spectrum AM 1.5 w...m.... ... ..... .._.._, �_...___ ....., ....,. _.,,....,.__.... . .... ,.. ....,..._.._._.,,. ..._ ... ,._.,.... . ,. ....,�,. ... _., m.. _, ,_........ Q CELLS PERFORMANCE WARRANTY ....�...._.. .. _.�. .. _...._., PERFORMANCE AT LOW IRRADIANCE ..,.. o�w--------------- At---------� least 98 % of nominal power dur- tz -__ in first year. Thereafter max 0.54 % 9 Y � = �s _ __ _ ---------- ------ a degradation per year. At least 931% degradation '; too - i�.m-----M-�--- 1 of nominal power up to 10 years. At .: ,„, �,.--�-^''"" T ' `T' '-''°------------- least 85% of nominal power up to ,✓` 25 years, -': eo _ �_____� ____i_____-_I_____I . i All data within measurement toter- ances. Full warranties In accordance with the warranty terms of the zoo CID 6 o 8k° 1A06 Q CELLS sales organisation of your - ar :o respective country- - ao �I i Typical module performance under low irradiance conditions in na�ng r. SAP znr comparison to STC conditions (25°C, 1000 W/ni m _.,..._.,...,_........... .. __ ,.-x ,_... _._ TEMPERATURE COEFFICIENTS ._... . _..._,.. ..... _.. ..... .,, ., _._. _ ..m....._,. _._.... .. __ . ....�,.,.,.._. ,.�. a [%/K] +0.04 [%/K 027 u =, NMOT 43±3 PROPERTIES FOR SYSTEM DESIGN [V] 1000 - . [A] 20 u , Class II C/TYPE2 it. PLun [Pa] 3600/2667 „ --40°C-+85°C k , ' 'r _ [Paj 5400/4000 QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION VDEQuallty Tested, IEC 61215:2016; IEC 61730,2016, This data sheet complies rUvAna n u < with DIN EN 50380. � nuzzorn :. ata .. AO FVC� ®`® ....__... . _._.. , .,.. _ ..__ .. .... ...... ..01-10 ...... ......,_ . ...,.... ..... _.....,. 1780mm 1080mm 1208mm 673.8kg 28 pallets 26 pallets 32 modules 1815mm 1150mm 1220mm 683kg 28 pallets 24 pallets 32 modules Note: installation Instructions must be followed. See the mat l at ion and operating manual or contact our technical service department for further Information on approved Installation and use of this product Q CELLS supplies solar modules in two different stacking methods, depending on the location of manufacture (modules are packed horizontally or verticslly). You can find more detailed information In the document 'Packaging and Transport Ihasmatlon"_ available from Q CELLS. Hanwha Q CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL:+49 (0)3494 66 99-23444 1 FAX +49 (0)3494 66 99-230001 EMAIL salesQq-celis.com I WES www,q-cells.com Engineered in Germany OCELLS U Enph.`ase Microi�iwerters ti Enphase IQ 7 and IQ 7+ Microinverters To learn more about nphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7 Micro" and nphase IQ 7+ MicrOTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy', Enphase IQ BatteryTM , and the Enphase Enlighten' monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations an• undergo over a million hours of power -on testin -nabling Enphase to provide an industry-leadin warranty of up to 25 years. Lightweight and simple Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable Optimized for high powered 60-cell/120 half -cell and 72- cell/144 half -,cell* modules More than a million hours of testing Class 11 double -insulated enclosure Smart Grid Ready Complies with advanced grid support, voltage and frequency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) * The IQ 7+ Micro is required to support 72-cell/144 half -cell modules. ENPHASE. [J Enphase IQ 7 and IQ 7+ irrr INPUT DATA (DC) IQ7-60-2-USI L a7 - -US ommoniy used module pairings' 35 - 350 + 2 5 - 40 + Module compatibility 60-ce111120 half -cell PV modules 60-ceil/120 half -cell and 72- only cell/144 half -cell PV modules Maximum input DC voltage: 48 V 60 V Peak power tracking voltage 27 V - 3 T V 27 V - 45 V Operating range 16 V - 48 V 1 v - 60 V Min/Max start voltage 22 V / 4 V 22 V 160 V Max DC short circuit current (module 9sc) , 15 a 15 A Overvoltage class DC port 11 -fl C part b ckfeed current 0 A €f A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 2 0A per branch circuit OUTPUT DATA (A) IQ 7 hillcroinverter IQ 7+ Microinverter Peak output power 250 VA 2�95 VA� Maximurn continuous output power 240 CA 290 VA Nominal (I. L) volta efran 240 V I 20 V t 240 V / 20 V 1 11-2 4 V 153.229 V 211 -26 V 153-229 V Maximum continuous output current 1.0 A (240 V) 1.15 A (208 V) 1,21 A (240 V) 1.39 A (208 V) Nominal frequency 60 Hz 60 H Extended frequency range 47 - 68 Hz 47 68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5,8 Arms Maximum units per 20 A (L-L) branch Circuit3 16 (240 VAS} 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvolt rge class AC port III III AC part backfeed current 18 rmA '18 mA Power factor setting 1,0 1;0 Power factor (adjustable) 0.85 leading ... 0,85 lagging 0,85 leading ... 0,85 lagging EFFICIENCY @240 V @208 V @ 40 V @208 V Peak �ffictency 7. ' X6 9 i.5 %' 973 6 CEC weighted efficiency 97 0 % 97.0 % 9TO % 97.0 % MECHANICAL DATA a, Ain lent temperature range -4011C; to +650C Relative humidity range 4% to 100% (condensing) Connector type MC (or Arriphenol H4 UT:UTX with additional O DCC-5 adapter) Dimensions (HxWxD) 212 min x 175 rr m a 30. ruin (without bracket) Weight 1,08 k (23lbs) Cooling Natural convection - No farts Approved for wet locations Yes's Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environmental category I UV exposure rafting NEMA Type 6 t outdoor FEATURES n . a.. ornmurtication Power One Communication (PLC) Monitoring Enlighten Manager and MyEniighten monitoring options. Oath options require installation of an Enphase ICE Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690, Compliance CA Rule 21 (UL 1741-SA) UL 62109-1, UL.174111EEE1547, FCC Part 15 Class f1, ICES-0003 Class D, CAN/CSA-C22.2 NO, 107.1 01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22,1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions, 1. No enforced DC/AC ratio. See the compatibility calculator at httus:t1st162i1s�s��4mL�CLsa��P�orttmod l� �amoatiLility, 2. Nominal voltage range can be extended beyond nominal if required by the utility. 3. Limits may vary. Refer to local requirements to define the number of r icroinverters per branch in your area, 'o learn more about Enphase offerings, visit enphase.com 20 0 Enphase Ene;gy All rights reserved. Enphase., the Enphase logeo, Err ase !Q 7, Enphase Q r' `, t npt lase IQ Flattery, Enph-ase Enlighten, Enphase ,G Envoy, and other trademarks or service names a e due trademarks of Enphase --nergy, irr. Data subject tot charge. 2020 08 12 SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING 0 5116"S.S. L EMBED 0 5/16"LAG SCREW 2-112'INTO THE ROOF STRUCTURAL MEMBER I RAFTER 0 5/16'&S. LAG SCREW 2-1/2'MINIMUM EMBEDMENT WASHER —A, SPEEDTRACK—, mm DETAIL A SPEEDSEAL TRACK COMPLETED INSTALLATION SHOULD BE INSTALLED SECTION VIEW PARALLEL TO RAFTER ROOFING MATERIAL— ROOFING MATERIAL PILOT HOLE CENTER OF COURSE ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) DESJGNER� DRYAN DRAFTSPc 8,PETERSON APPROVED BY: WARSUCKLE HER, This item has been electronically signed and seated by Jason grown, PE on 12122120 using a Digital 2-112"MiN. EMBEDMENT ' ftrialure. INTO RAFTER OR Printed opiates of STRUCTURAL MEMBER this document are not considered signed and waled COMPLETED INSTA== code must be verified on electronic copies, ENTS PART NUMBER: DESCRIPTION RL UNMRSAL, ATTACHMENT DETAIL, MOUNT 717/2020 SPEEDSEAL TRACK ON COUP Digitally Signed: 1212212D I , wp� rli 775 ".1111 H5 F"NEER�68s 22samsirl swle $A. CO P" slaun.avea EC13007964 DESIGNER: (415) 580-6920 GX3 DOMINGO VILLARUEL SHEET MOUNTING DETAIL r MR.