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WS-14-2703Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225026 Permit Number: WS -12-14-2703 Scheduled Inspection Date: January 21, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HERNANDEZ, LUIS & IRENE Work Classification: Window/Door Replacement Job Address: 853 NE 96 Street Miami Shores, FL 33138- Phone Number (305)754-4811 Parcel Number 1132060142820 Project: <NONE> Contractor: THE WINDOW GUYS OF FLORIDA Phone: (772)463-1851 comments REPLACING 12 WINDOWS AND 4 DOORS WITH IMPACT ------ INSPECTOR COMMENTS False January 20, 2015 For Inspections please call: (305)762-4949 Page 16 of 37 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 20, 2015 For Inspections please call: (305)762-4949 Page 16 of 37 r � BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Q BUILDING ❑ ELECTRIC © ROOFING DEC 11.2014 'FBC 20 , 1 d Master Permit No: W 5 `"t — 2—'Y)3 Sub Permit No. [-1 REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING M MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION M SHOP CONTRACTOR DRAWINGS .IUB ADDRESS: 853NE96 Street Folio/Parcel#:11-3206-014-2820 is the Building Historically Designated: Yes NO �I Occupancy Type Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder,: LUIS Hernandez Phone#: Address: 853 NE 96th Street City:. Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: phone#: (786)229-6200 Email: luis@ohernandez.com CONTRACTOR: Company Name: The Window Guys of Florida Phone#: (561) 598-6295 Address: 2361 Vista Parkway, Suite 4 City: West Palm Beach state: Florida Zip: 33411 Qualifier Name: Calixto Perez Phone#: (561) 598-6295 State Certification or Registration #t: CGC 1518491 Certificate of Competency # 201145415 DESIGNER: Architect/Engineer: Phone#: Address: City;. State: Zip:. Value of Work for this Permit: r s ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ imoli 'on m act window/door installation Description of Work; P �y Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF `$ CO/Cc $ Scanning Fee $ Radon Fee $ DBPR.$ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE' NOW DUE (Revisedf}2J24/20i4) s Bonding Company's Name (if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a buT/ding permit with an estimated value exceeding $250, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, Signature— _ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this t� - day of S1 _.G -4T) ��-C 20 ) � by �nP "efnCUNAP who is personally known to me or who has produced – as identification and who did take an oath. NOTARY PUBUC The foregoing instrument was acknowledged before me this _aJL day of (✓t_°- , 20 by Calixto Perez who is personally known to me or who has produced _ jo L-- as identification and who did take an oath. NOTARY PUBUC: Sign- Sign:_ Print L e Gt Print: Seal:CEY L. WAS Seal: 4!0.. Commission # EE 83486 Expires April 22, 2015 80b0T1uTeyF*krum8i MSMq APPROVED BY ll Plans Examiner Structural Review (Revised02/24/2014) .. #EE 138525 Fain Insi Zoning Clerk 28 -OCT -2014 11:29 From:THE WINDOW GUYS OFFL 5615986296 To:3057568972 r i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION CONSTRUCTIQ:N INDUSTRY LICENSING BOARD CGC1 S1 B491 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS, Expiration date: AUG 31, 2016 _ h CALIXTO JR WINDOW 000), 2381 VISTA A INC ;,•' WESY PALM.. 3 411 if tsSueD; 0e107i2014 DISPLAY AS REQUIRED BY LAIN Page: 2,5 SEQ 0 L1408070001793 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFEsc:nuel 00t--1 It AV-1�&l -.G wmv-1-1s or unapter 489 FS. Expiraboh date: AUG 31, 2016 PEREZ, CALIXTO.JR 'THE' WINDOW A{J,XS INC 2361 VISTA- WEST PALM ,B L 33411 N, ISSUED: 0807/2014 DISPLAY AS REQUIRED BY LAW ter# ❑ SPO * L1408070002049 28 -OCT -2014 11:29 Frow THE WINDOW GUYS OFFL 5615986296 h y ArtN GANZq() V ' CONSTITUTIONAL County TAX P.O. Bax 3353, West Palm Beach, Fl ��2 3353 SPrt�ing Palm Reach C,CCounwwwr.Pbctax,cckm Tel: (561) 3j55 -22"y Serving yott. 45,W33 OWNER MlSC MERCHANDISE SALES wnNObw This document Is valid aril wh GUYS OF FLORIpA tNG THE y err receipted by the Tax CoaectCes Offic D, WINDOW GUYS OF FLORIDA INC THE WINDOW GUYS OF FLORIDA INC THE 2361 VISTA PKWY STE 4 WEST PALM BE` ACH, PL 33411 stilt] 1114111111t11111111 To:3057568972 Pase:3/5 "LOCATED AT„ 2361 VISTA PKWY Ste 4 WEST PALM BEACH, FL 33411 ao �AMIIAIF M ff�112FT0.A54971PM,4 ma_1n STATE OF FLORIDA PALM BEACH COUNTY 201412015 LOCAL USiNE$S TAX RECEIPT LBTR Number: 2011454.15 EXPIRES: SEPTEMBER 30, 2015 This receipt grants [he privilege of engaging in or managing any business profession or ocarpation within its jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view, Of the public. ANNE M. GANNON COrysilTUTi0t4A) Tex COLLECTOR P•O• Box 3363, West Palm Beach, FL 33402.3353 www.Pbctax.com Tei: (cyt;tj 355 ' S11"J" � pat- Beach coup] y .2264 Serving yoti, 1yPfe OF 6USfNEgS x•0052 GtA5S 6 GI A2 N'- CONTq OWI p CEAT1FtCATION a R6x CALb(t4 JR 5( pt 31 tst 758 -his document is valid only when receipted by the Tax GDllector's Office, WINDOW GUYS OF FLORIDA INC THE WINDOW GUYS OF FLORIDA INC THE 2361 VISTA PKWY SUITE 4 WEST PALM 6EACH, FL 33411 1411111111114111111111111 —LOCATED AT"' 2361 VISTA PARKWAY SUITE 4 WEST PALM BEACH, FL 33411 GOEIPT iNDATQ PAID ALIT aA1D piu C t115.z5ay_i0/01/ia 13,00 tldtlt4gn_ STATE OF FLORIDA PALM EACH COUNTY 2014%2015 LD Ag BUSINESS TAX RECEIPT LBTR Number: 200910606 EXPIRES: SEPTEMBER 30, 2015 This receipt grants the privilege of engaging in or managing any business profession or occup wwn within its jurisdiction Snd MUST be ConspicuoUsly displayed at the place of business and in soon a manner as tO be open to the view of the public. 287OCT-2014 12:24 From:THE WINDOW GUYS OFFL 5615986296 d CERTIFICATE OF LI. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, E BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE. REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cenificete holder is an ADDITIONAL INSURED, the Policy(ies) the terms and condition$ of the policy, Certain Policies may require an endorsem cemricste holder in lieu of such endorsement(s). rnuYU[:elS Florida Casualty Insurance Agency 4441 A 10th Ave N Lake Worth, FL 33481 - .rvdi's idol tl3rJ-?LU0 FaX 561) 928-0420 INSURED The Window GUYS of Florida, Inc. 2351 Vista Parkway Suite # 4 West Palm Beach, FL 33411 COVERAGES CERTIFICATE NUMBER- To:3057568972 Pa9e:1/1 4B I LITY INSURANCE DATE (MMlDD/YYWI 10/28/14 IND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. T (TEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESH15 1 CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED nust be endorsed. N SUBROGATION IS WAIVED, subject to nL A statement an this certificate does not confer rights to the CONTACT -NAME: PHON£ 561 985-2200- F e . {569 828.0420 E MAIL julio@flarloa-casuahy.com INSURER AFFORDING COVERAGE AIG INSURER A: Catlin $pWafty Ins Co INSURER 2: Progressiva ExMss Ins Co INSUR£ • Scottsdale Ins Company INSURril Q INSURE INSU F ; THIS IS TOCERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED N/ INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOC CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE NSR FJGCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE ADYL UBR POLICY NU gR POLICY EFT POLICYp GENERAL LM61LITY © COMMERCIAL GENERAL LIABILITY A ❑ ❑ CLAIMS -MADE © OCCUA Q 600 Ded Y Y 090`15M62 02/16/2014 02/1612015 All locations GEN'- AGGREGATE LIMIT APPugg PER; AUTOMOBILE LIABILITY ❑ ANY AUTO C� ALLOWNED gCHEDULED B t AUTOS © AUTOS Y Y 02486623-0 © HIRED AUTOS �/ NON -OWNED 11/19/2013 11/19/2014 Com Q Cal ❑ UMBRELLA UAB © OCCUR C EXCESS LMB CLAJMS.MADE Y Y XBW037256 02/16/2014 02/16/2015 D A N WORKERS COMPENSATION AND EMPLOYERS' ugawy Y / N ANY FROPRIETOR(PARTNER/E)MCVTIVE OFPICER/MEM8EREXCLUDED? r'-1 N/A DESCRIPTION OF OPERATIONS /LOCATIONS / VEHK LES (Atrech ACORD 101, AEtllioii9l Remerke 5ctledule, ff mare space E requlre� Window & Door Installation CERTIFICATE HOLDER Miami Shores Village Bldg, Dept. 10050 NE 2nd Avenue Miami Shores, FL 33139 ACORD 25 (2010/05) OF CANCELLATION rscvwrun nvmCiCR: .MED ABOVE FOR THE POLICY PERIOD JMENT WITH RESPECT YO WI41CH THIS IN IS SUBJECT TO ALL THE TERMS, LIMITS EACH OCCURRENCE S 1,000,000.00 DAMAGE TO RE 0 REMI E ens S 100.000.00 MEDEXP Airy one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000 000.00 OENS W AGGREGATE S 2,00 34000-00 PRODUCTS - COMP/OP AGG S 2,000,000.00 S MBINED 51N� UMR 2,000 X0.00 £ODII.Y INJURY (Per peraCn) $ BODILY INJURY (Per aCCider4 $ PROPER MAGE ' $ C nl UM $ to0,no0.00 EACH OCCURRENCE $ 51000,000.00 AGGREGATE $ 5,000,000.00 $ W C STATU_ OTH- E1.F HACCIDENT $ E.L DISEASE - EA EMPLOYS S E . DISEASE - POLICY LIMB S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ®1988.2010 ACORD CORPORATION. Alt fights reserVed. The ACORD name and logo are registered marks of ACORD 28 -OCT -2014 11:30 From:THE WINDOW GUYS OFFL 5615986296 To:3057568972 Pa9e:4/5 J. Lv , I LUnRi 18323 P. 2 Cif? Dom, CERTIFICATE OF LIABILITY INSURAl�[CE tyRODuCER OAK im 14" State Farm insurance 90rogJio44 THIS CEflTIICATE !$ ISSUED AS A MATTER OF INFOR141 TION Louise Bernslk�irt InsuranCl: Agency, lnc. I3roLY AND CONFERS NO RIGHTS UPON THE CERTIF1�arE 15$43 Pines Blvd ALdLDRR. iitICOV EIulG A OD[dlEb BYO�il9EPQUCIS BELOW Pembroke Pines, FL 33027 IPtsuRen INSURERS AFFORDIh1G CdVI*RA6E MAIC 0 The Window GuY$- Of Florida INSURER&; sties Kam, Pima. Ineurancn Cemp>b,y 10739 7696 SW Jack James Dr1fl735 61walt, A7 34997.740D uMuR> Ra THE NNY7 POLICIES OF INSI�RANCE LISTED $@LOW HAVE se frN ISSUED TO THE INSURED NAt91E0 ASOy@ FOii THE I'OLlGY PEREQR fNDICATiwO i ldiWiT�lST ANDING �Y REQUIREMENT. TEl7M aR CONDCf10N OF ANY CONYti4CT OIi QT#{plz kOCUMIyNT YVtTH itEShECT TQ FnMICii Tht19 CI<RTIFiCAT MAY 13E lssuep OR MAY PERTAIN, THE It+igURANQE 4BU 13Y Tt•t>: pW iG1l;S DESCR1Hk'CI rF2IN 4S SIiB rI;GT TO A4#. TF1E? 7ERNi5 cXCLUSIONS WVB COhA1TlONS Oar 811th P<3L1C$IE8• Af3CsR�gT@.LIM1T8 SkOWIV IMAYf441rfi BEf3N REDUCED BY PA14 CLAIMS. ERAL uaetl.lTY - - - - `COf—PROw.6ENEFkA--LJA9Ic1TY ! EACH dr&,jftFMWe g j CtAIg MAOG OOCUR PRd3ESl6taau _ EO ExP An S ER& 4A[ritlN.t � 1A46REGAT9LIbUTAPPLIES PE18 GENE 1300ATE S Pbt.tCY A LOC PROOVCTs•COM1MVAGG S DWUME WAEWUff ANY AUTO COMBINVrQ SINGLE WAIT ALL OWN'�D AMSTEs s^-Zxtl 4 S SCHMULZO AUTO$ ` 64pIlY INJLtRY HIRED AVTOS P+eB+sn) L NON-GVMIW AUT00 I! DOD=f --------------- S pGg uAsrurr (P ��neOE b ANY AUTD AUTO ONLY . EA A=DENT s OTH€RTHAN t!2t-5 EUMMDRELLAUVIBILI Y ' AUTO ONLY. OCC4R El CLADAS MADE EACH cocuRowNce :g orvioTt" IcTEAI'!ION S FFpp��o rAKTNeIbFscacunvE 98 OAFFICEAD♦EHirFxGLtJD£t1? n � � 9 OnS eetow om1:R DsscwATlw+D>: flaeaanoNs t I,OCATIQNslYEtI1CLe$ t ►nsWlation of windy" and doors F 10112612014 10412612015 „ry��.e.t�Tlvro MiaMl Shores Village Bldg, Dept. SWOU11AANY OFTOEAROVII"SCRoWpvucaesescwaceume aRrs�„� Arloea 40050 2nd Avenue smTe 111ialI1i Shores, THUMOK t+ THe'SSUNc'MMM "" 9W9A+nDR To lout. _y- DAYIC wIeY�N Shares. FL 331 339 $$ Nf nQxTo TUC tO Tt 1441%HOLDDII NAMM TO TNN kVr. BUT FAILuM TO DO ao $HALL. 110028 NO ODUCAMON OR IJAS[.rt OP ANY IUND UaoN TH1: 009UlZEte. its Ai' k TS on so$ J G WbN-2,:�n3 1 m 101 DEC 11 2014 SHEET 1 FLOOR PLAN PREVIOUSLY PERMITTED - (PERMIT ISSUED 11/3/2010) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . .. . . . . . . .. Luis &Irene H rnandez ':853:M�'MH Street ...... .... . ...... . .... MihMOO i :gHohe�, !L 33138 A B C DO I \ 52 3/4" 37" 37" ES Series 1000 NOA: 13-0617.27 ES Series 1000 ES Series 5000 Mark C - Qty (2) NOA: 13-0617.27 NOA: 12-0820.06 Mark A - Qty (1) Mark B - Qty (1) F ES Series 3000 NOA: 12-0308.40 Mark F - Qty (1) SHEET 2 ELEVATIONS I 72" ES Series 3000 NOA: 12-0308.40 Mark D - Qty (1) E E1 N N N N 37" 37" co RC - CM100 RC - CM100 co NOA: 13-1112.10 NOA: 13-1112.10 Mark E - Qty (1) Mark E1 - Qty (1) G H I J co m co c co co co - �— O T L 37 1/4" 74" ES Series 1000 7411 ES Series 2000 MOA: - Oty (2) ES ES Series 2000 Mak 11 Qty (2)28 Mark G -Qty (2) NOA: 13-0617.28 Mark H - Qty (1) 32 3/4" JELD-WEN FL#: 16708.1 .. ... . . . . . .. Mark J - Qty (1) . .. . . . . •.. . ••• • • • • • • • Luis & Irene Hernandez ' P�3 NE"96th: Street . ..... . ... Miami*8•h*cJres,•tL 33138 rwr irrrr A FRANK L. BE:NNARDO, P.E., INC.. INNOVATION Project#: 14-2224 Project Details: Luis Hernandez Res. - DP Only Contractor: The Window Guys of Florida 853 NE 96th Street Miami Shores, FL DEC 3 014 Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information _ R Building Classification: Enclosed Wind Speed (V„it): 170 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 54.0 ft Parapet >_ 3 feet? No No 13.1 General Calculation _ R Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC' ): ± 0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient ( K h): 0.85 Velocity Pressure (qh): 53.38 psf End Zone (a): 5.4 ft ASD Method: P = 0.6w M� le ft SrzMW W`1() Zo e S tter7 ea (ftp) K fr(K n q r9) GCp . . �AI��.�s . , ...t _ _ R ensue { A 15 37.0 x 51.0 5 No 13.1 0.85 53.38 0.98 -1.36 +37.11 -49.3 B 15 37.0 x 51.0 4 No 13.1 0.85 53.38 0.98 -1.08 +37.1 /-40.3 C 15 52.8 x 38.0 5 No 13.9 0.85 53.38 0.97 -1.35.' +37.0 / -49.0 D 15 72.0 x 83.8 5 No 41.9 0.85 53.38 0.89 -1.18 +34.3 / -43.6 E 15 37.0 x 26.5 4 No 10.0 0.85 53.38 1.00 -1.10 +37.8 /-41.0 E1 15 37.0 x 26.5 4 No 10.0 0.85 53.38 1.00 -1.10 - +37.8 /-41.0 F 15 191.0 x 81.3 4 No 107.8 0.85 53.38 0.82 -0.92 +32.0 / -35.2 G 15 37.3 x 38.4 5 No 10.0 0.85 53.38 1.00 -1.40 +37.8 / -50.6 H 15 74.0 x 50.6 4 No 26.0 0.85 53.38 0.93 -1.03 +35.4 / -38.6 I 15 74.0 x 38.4 5 No 19.7 0.85 53.38 0.95 -1.30 +36.1 /-47.3 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised engi eer seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * V(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others. Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 14-2224 PHONE: 954-354-0660 FAX: 954-354-0443 internl WWW.ENGEXP.COM Vaiid Only With Raised Engineer Frank L. Bennardo,,P.E. PE0046549 Cert Auth 9885 PAGE OF Z-- sr. N�OFWZA AFRANK L. SENN?.RDO, P.E., INC. INNOVATION Project #: 14-2224 Project Details: Luis Hernandez Res. - DP Only Contractor: The Window Guys of Florida 853 NE 96th Street Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information KZ (Kjz G Building Classification: Enclosed Wind Speed (Vit): 170 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 18.4 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 54.0 ft Parapet >_ 3 feet? No General Calculation KZ (Kjz G Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient (GC p; ): ± 0.18 Topographical Factor (Kt): 1.0 Velocity Pressure Exposure Coefficient (Kh): 0.85 Velocity Pressure (qh): 53.38 psf End Zone (a): 5.4 ft ASD Method: P = 0.6w Mar Elegy; z (ft) Siz�eV1C FI (i) zon S te? Areas(ft2) KZ (Kjz G GCa.f P ess Gs' J 15 32.8 x 79.0 5 No 18.0 0.85 53.38 0.96 -1.31 +36.4 /-47.7 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised eAginee seal of a PE from Engineering Express. Vult may be converted to Vasd according to the following formula: [Vasd = Vult * d(0.6)]. Risk Category for the listed Vult shall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures 26.5-1A, B, & C, or 2010 FBC 1620.2 by others Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Only With Raised Engineer Fri,' er 19, 20 Frank L. Bennardo; R PE0046549 Cert Auth 9885 160 SW 12TH AVENUE # 106, DEERFIELD BEACH, FL 33442 14-2224 PHONE: 954-354-0660 FAX: 954-354-0443 internl WWW.ENGEXP.COM PAGE OF BUILDING DROPS 398 East Dania Beach Blvd. r Suite 338 A Perfect Solution in Every Drop Dania Beach, Fl_ 33004 6954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com EvaluationProduct Report of J D -WEN, inc. Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2766 Current Florida Building Code ' • •' : • • • • ...... .... Method: 1— D (Engineering Llvaivation) • • Category: Exterior Doors • •.. • •.. •. • Sub — Category: Swinging Exterior joqr:kssemblies Product: Design Pro / Smooth Prb..' • : .... Impact Approved • • • For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Prepared For: J -WEN, inc. 3737 Lakeport Blvd. Klamath ally, OR.97 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 07/02/2014 Contents: Evaluation Report Pages 1 — 5 Digitally signed by Hermes F `x%0%1111 r 0 J,4% .• 7 .. 0 • C p':' �✓�: SJONIri V�O```` III Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.07.05 12:04:56 -04'00' Florida No. 73778 //@,,\\ BUILDING DROPS 16 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 07/02/2014 Report No: 2766 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1d of the Florida Department of Business and Professional Regulation Florida Building Commission. 0000.. 0969V Hermes F. Norero, P.E. does not have nor will acquire financial interest in t;*,eor$pany 000* manufacturing or distributing the product or in any other entity involved ir►1!lo&epprovalgxvicess of • • • • * • the product named herein. •••••• 0 6 0 .00006 0000 .. • • 6 000 .. ..�..• This product has been evaluated for use in locations adhering to the curreri%0"00i�fa Buil$ipg�Code. 000„ 6 0 0 0 0 66 66 66 9 666666 See Installation Instructions A010871, signed and sealed by Hermes F. Nors"41.G. (FL # 73778) for •� specific use parameters.00000 6.060' .. .. 0000 0000 Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 07/02/2014 Report No: 2766 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: SJ W 2013 -131 -TAS 07/02/13 SJ W 2013 -206 -TAS 11/13/13 SJW2013-246 12/17/13 ;..,;. SJ W 2013-231 12/03/13: SJW2013-251 12/23/13...... •••••• SJW2013-252 12/23/13...;.. SJW2013-253 12/23/13 •••• •• • NCTL-210-3925-03 02/07/14 ••••• �••� SJ W2014-032 04/22/14" j": .".'. SJW2013-194 w/ addendum 06/10/14::.::o •o • NCTL-210-3916-02 w/ addendum 06/10/14; . . NCTL-210-3930-01 02/24/14. : NCTL-210-3930-02 • 03/10/14••• ;••• SJW2014-073 06/26/14 90" SJ W2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W 2014-080 07/03/14 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 /@/A\\ BUILDING DROPS 16 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Equivalence of Test Standards: Date: 07/02/2014 Report No: 2766 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10, ASTM D638-10, ASTM D1929-12. ASTM D2843-10. ASTM G155-05 Report#: ESP010982P Report Date: 02/26/13 Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. 1ELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 0000.. .. 0000 000000 0000 Chapter 35 of the current Florida Building Code references the following editions ofW46above mentioned test standards: ." 0000 0 0• 1) ASTM E84-07 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96 (2000) e01 5) ASTM D2843-99 (2004) e01 6) ASTM G155 -05a 0000.. .. . 0000.. 0000.. 00 0 0000 00• 0000.. 0000.. .0000. 0000. 0000. 0000.. 0000.. .0000. After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 IMIA\\, BUILDING DROPS A Perfect Solution in Every Drop Date: 07/02766 Report No: 2766 Certificate of Authorization: 29578 Installation: I. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. ...... Refer to Installation Instructions (A010871) for anchor spacing and more details 4f the insjaljation '00•� . requirements. 000000 0000. 0000.. 000.0. 0 . 0000.. 0000 .. ' Design Pressure: . 0000 .. ..... .. 0.... NOMINAL WE . .. . 0000.. 0.54 , 000N. FI INSWINGj ACT :. 0000:. WIDTH H .:. TIAIG . Pied m S. I . 0..' ... :0000j 6S " MaVk x� 110 o I Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 DESIGN PRO/ SMOOTH PRO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS > 1.0 1/2" Ad ~JF x Do z 3 Q s a i�Doa 4 A o 3 LL s • ACTIVE N Z ¢ s Z 3 0 s x 0 X /IT 1 TYP. ELEVATION 1 6d OOORNE.- 6 5 37 1/2" MAX. O.A. WIDTH 1 4 TABLE OF CONTENTS z SHEET REVISION SHEET DESCRIPTION • m Q y 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTE• 3 0 s 2 A TYPICAL ANCHOR LAYOUTS AND NOTES • • • 3 - OPTIONAL 2X BUCK ANCHORING DETAILS POS. NEG. POS. I NEG. 4 A VERTICAL ASSEMBLIES LMJ$.SNR X 5 A HORIZONTAL ASSEMBLIES • • • • • 6 A WOOD SUBSTRATES !0: • 7 A CONCRETE SUBSTRATES • • • 8 A COMPONENTS& BILL OF MATERIALS [Add 1/2" Ad ~JF x Do z 3 Q s a i�Doa 4 A o 3 LL s • ACTIVE N Z ¢ s Z 3 0 s x 0 X /IT 1 TYP. ELEVATION 1 6d OOORNE.- 6 5 37 1/2" MAX. O.A. WIDTH 1 4 DESIGN PRESSURE (PSF) z F– x 11 Frei = L 0 m Q y A 3 z - 5• ACTIVE 3 0 s INSWING OUTSWING 0 ? • • WIDTH HEIGHT a a s 4 a a TYP. ELEVATION 2 8'-0' DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. 'Stt GtNLKAL NUI t b, SHEE 11, FUK WAI tK INFILI KA I IUN APPIAUVLD SILLS. PREPARED BY: .�^. BUILDING DROPS, INC. 390 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 19541399-8478 FAX: 1954) 744.4738 WEB:w ..bud,I.H,drop -. MAX. OVERALL DESIGN PRESSURE (PSF) z NOMINALSIZE MISSILE 0 � ; W J 14 a ;ONA&JRATIONIMPACT 0 0 D Q INSWING OUTSWING • • WIDTH HEIGHT RATING • • POS. NEG. POS. I NEG. • ".9',t 5'.s$". 05' - 65" •.5. LMJ$.SNR X 3'-0" 8'-0" 50• 50 50• 50 LMI&SMI 'Stt GtNLKAL NUI t b, SHEE 11, FUK WAI tK INFILI KA I IUN APPIAUVLD SILLS. PREPARED BY: .�^. BUILDING DROPS, INC. 390 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 19541399-8478 FAX: 1954) 744.4738 WEB:w ..bud,I.H,drop -. %'0011110 ��,i �```��' • Y•' CERT. *ffff"?tjiknad. x957$ igitally signed by Hermes F. Nomro, P eason: l am approving this document ate: 2014.07.06 09:54:23 -04'00' DATE: 02,05,14. DWG. Y: I CHK. BY: GUTJ SS/MSS SCALE: NTS DWG. a: A010871A IvkG(t� 3 SHEET:.. OF8 1 LU ,o o� m, z 0 O N p m C ao Nz 0 � ; W J 14 a 0 0 D Q 5 Ox viw mea �a: z \Q 0 w mg a¢ Qp o �� JQ G W LU e 0 0 O J W z d N c x LU CL [Add REMARKS BV DAl ADA sill. Multi -Point Lock GL 6/2: %'0011110 ��,i �```��' • Y•' CERT. *ffff"?tjiknad. x957$ igitally signed by Hermes F. Nomro, P eason: l am approving this document ate: 2014.07.06 09:54:23 -04'00' DATE: 02,05,14. DWG. Y: I CHK. BY: GUTJ SS/MSS SCALE: NTS DWG. a: A010871A IvkG(t� 3 SHEET:.. OF8 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: _ A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 2- #9 X 2 1/2" PFH PFH SCREWS DETAIL B2 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX. O.C. • 37 1/2" MAX. DWG. Y: GL TJM PN:(954)399-8478 FAX: (954)71.4738 wEE: V.W...c.admgd oP,. . SPACINGAT SPACINGAT O.A. WIDTH • • • • t s • • • • ! • • LU LU DWG's: A010871A " TYP. JAMBS JAMBS WOOD SCREW #10 - 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" O Z OR FRAMING • • • • • • • • • �® ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" -CONIC 1 -1/4" -CMU 1" 17-1/2" 17 -1/4- ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" B2 2- #9 X 2 1/2" PFH PFH SCREWS DETAIL B2 TYP. HOPPE 1- BOTTOM SHOOT MULTI -POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE #2098911 i-�9Xi1/2•PFF` SC4EW • • .. . SILL SECTION VIEW INSWING SHOWN OUTBWING SIMILAR DNP. ANCHOR LAYOUT 6'Jt" & 8'-0" DOOR HEIGHT RT IAI No DROPS, NC. RKALTERATIONS, S DOCUmenr ARE NOT PERM17ED AND INVALIDATE\\\\LLl I11JJJJJ��I NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. FBPE cEM.N/glpgq�yq Ro. z9ne PREPARED BY: • • t • ,..�.�. • • . • DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT i-�9Xi1/2•PFF` SC4EW • • .. . BUILDING DROPS, INC. 398 E. MSDA BEACHO., SiE. 338 DANIA BEACH, FL 33000 • 37 1/2" MAX. DWG. Y: GL TJM PN:(954)399-8478 FAX: (954)71.4738 wEE: V.W...c.admgd oP,. . SCALE: NTS PLATE LOCATION (RH PLATE MOWN) • • • • • D2• • O.A. WIDTH • • • • t s • • • • ! • • LU LU DWG's: A010871A " TYP. HEAD SECTION INBWING SHOWN O SEE DUTI • VIEW UTS WING SIMIWt D2 C2C2 i F .o a O Z ED m� O d • • • • • • • • • �® C Z gLLto =0 p� 5a=x H O M e x Opti ^�x a a Z0.m n ¢ z 0 Zp,'LL x e 0 x Q U a Nza 0 K z w z a Z Q x p Z Q N • y J a a. F F a REMARKS JBYJ DATE Multi -Point Lack I GL 6/23/14 jAddADA1jjI, DNP. ANCHOR LAYOUT 6'Jt" & 8'-0" DOOR HEIGHT RT IAI No DROPS, NC. RKALTERATIONS, S DOCUmenr ARE NOT PERM17ED AND INVALIDATE\\\\LLl I11JJJJJ��I NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. FBPE cEM.N/glpgq�yq Ro. z9ne • • t • • • • • • • . • DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT i-�9Xi1/2•PFF` SC4EW • • .. . • • • • • • • • • • 22 23 • DATE: 02.05.14 DWG. Y: GL TJM CHK. Y: I SS/M SCALE: NTS PLATE LOCATION (RH PLATE MOWN) • • • • • D2• • • • • • • • • • • t s • • • • ! • • • • • • • • • • DWG's: A010871A SHEET: O HEAD SECTION INBWING SHOWN O SEE DUTI • VIEW UTS WING SIMIWt D2 • i 2 • • • • • • • • • • • • • • • • • • • • • • •• •• 0 • • •• •• 11 INTERIOR EXTERIOR Lfli to OPERABLE HEAD OPERABLE SILL 4OUTSWING SHOWN - INSWING SIMILAR 4 INSWING ENDURA ZAIL4565F EXTERIOR _ ' INTERIOR INTERIOR EXTERIOR 10 r 6 �o OPERABLE ADA SILL OPERABLE SILL 4 INSWING/OUTSWING 4 INSWING ENDURA HCI5000 AFCO A -276/P-2000 11 11 Ig 9 INTERIOR EXTERIOR $ INTERIOR EXT R • •• • • • 4 ••• •• • • OPERABLE SLLL ••• • OPERABLE SILL 4 OUTSWING• • • TSWING OPTIONAL AFCO A-11'= • • • • • • IGNAL GNDLIRA ZOBL4565F • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 S INTERIOR ./ EXTERIOR OPERABLE SILL 4 OUTSWING AFCO J-2297 11 7 INTERIOR EXTERIOR 0 OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 PREPARED BY: IQ� BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 336 DANIA BEACH, FL 33004 IN 19541399-84M FAX 19541744.4738 WEB: www.bulklin8dnSps.com jAdd ADA sill, Multi -Point Lock I GLI06/23/141 DATE: 02.05.14 DWG. BY: CHK. BY: GL TJM SS MSS SCALE: NTS DWG. u: A010871A SHEET: OF 8 I1 Ei G � O m m 0 a N o�so 3 j to LU wLLQ� O -� 5=I o� Lu N mS t a U Ln < a W W � O ~ w c F jAdd ADA sill, Multi -Point Lock I GLI06/23/141 DATE: 02.05.14 DWG. BY: CHK. BY: GL TJM SS MSS SCALE: NTS DWG. u: A010871A SHEET: OF 8 I1 R I LOCK JAMB 5 OUTSWING SHOWN- INSWING SIMILAR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 81-0.1 4 INTERIOR\\' / 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW \ 3- #9 X 3/4" PHILLIPS O FLATHEAD WOOD SCREWS EXTERIOR 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS 3 HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HINGE DETAIL AT JAMB: PLACE #93(2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 9 - #9 X 13/4" PFH 3-#8X2"PFH 13-#8X13/8"PFH (6'-8"UNITS) 8-#9X 21/2" PFH W/ HARDWARE W/ STRIKE HARDWARE 15-#8X 13/8" PFH (8'-0" UNITS) W/ STRIKE HARDWARE (6-8" & 8'-0" UNITS) 1- MPL STRIKE PLATE COMES W/ HARDWARE 4- MPL STRIKE PLATES 4 - #8 X 13/8" PFH 1- REINFORCEMENT PLATE 20 21 HOPPE#2512296 1 EXTERIOR EXTERIOR 1 �!NTERIORo INTERIOR � 7r7 •• ••• • • •• • •• • • • • ••• • (� ROCKWELL MULTI -POINT LOCK JAMIE •I".RIOPPE MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN -INSWING SIMILAR 5 OUTSWING SHOWN -INSWING SIMILAR •.• • . • • . ... . . . ... . . .... ....... . . . • • . . ..... . ... . ...... . .... ..... . . .... . (I)HOPPE MULTI -POINT LOCK 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY PREPARED BY: Q BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANA BEACH, FL 33004 PH: 19541399-8478 FAX (954)744.4738 WEB:-.R.dbDn&dE p o.m O � m V) o O W_ FCT C m 0�� ODIE Lu gaz= V) Mho LL my Ric a J a H (2) o OZ Wb Q 0 5 Add ADA sill, Multi -Point Lock IGLID6/23/14 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART ALTERATIONS aoomons wcwuGeiwc on OTHER 'ARIINGS TO THIS DOC11111 ARE NOT PERIPETED AND INVAU DATE OUR CENTIFICATION. �� . �p1N111///�� * 7 b DATE: GL/TJM I SS MSS SCALE: NTS DWG. #: A010871A 5 PREPARED BY: 2X WOOD BUCK Q W BUILDING DROPS, INC. N w 3%E. DANIA BEACH BLVD., STE. 338 MIN. zo,si, % DANIAREACH,FL3- EDGE DIST. �� WOOD ANCHOR les acpa -8478 F vAx SEE TABLE SHEET2 W SEE TABLE ON SHEET 2 WEB: wwwbuiltlinBCropxcom ~ SILICONE w J2X WOOD BUCK z iW O om^' � d x // % 0.25" MAX. 2X WOOD BUCK p Q K WOODANCHOR SHIM CL SEE TABLE ON SHEET 2 MIN. EMBED. O ti tn m SEE TABLE SHEET 2 a U � HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL o 6 OUTSWING SHOWN - INSWING SIMILAR 6 OUTSWING SHOWN -INSWING SIMILAR 6 INSWING- NO ANCHOR REQUIRED ENDURAZAIL4565F O a SILICONE F` SILICONE SILICONE h H REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA $111, Multi -Point Lock GL 6/23/1 2X WOOD BUCK wit-WFFIEN Co ENTIF e�1-1 oxovTr tj OPERABLE SILL OPERABLE SILL OPERABLE SILL n DIND 6 OUTSWING - NO ANCHOR REQUIRED 6 INSWING - NO ANCHOR REQUIRED 6 OUTSWING - NO ANCHOR REQUIRED 11111(ti" EflNO AFCO J-2297 AFCO A -276/P-2000 AFCO H-497 `,`,eS F. /0.1''''''i �� C" MLf.e3adeA6 SILICONE SILICONE SILICONE ��,� Zlei€A `. J cent SI%Mi'R • • 10011 BU:K • • • : : • • 2X WOOD BUCK 2X WOOD BUCK •• • • • • ••• • •DATE: 02.05.14 DWG •• ••• •• 9 • ••OPERABSILL OPERABLE ADA SILL GL�TJM Ss � � LE . Y: CHK. B OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED 6 OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED SCALE: NTS AFCO A -h7 • • • • • • • : • • • • : ENDURA ZOBL456SF ENDURA HCIS000 . • DWG. u: A010871 • • • • • • • • • • SHEET: p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW • • • • • • �+ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM \h/ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: MIN. N 1X WOOD BUCK Q EDGE DIST. W (OPTIONAL) BUILDING DROPS, INC, SEE TABLE SHEET 2 y�j 0! 398 E. DANK BEACH BLVD., STE, 338 2= 0 w DANIA BEACH, FL 33004 CONCRETE ANCHOR SILICONE Q PH'. 19541399-8478 F SEE TABLE ON SHEET 2 FAR: 1954P44.4738 WWEB: www .ildm,JN,p,-. m N y CONCRETE/ MASONRY •' ' _4 A' �/ ° CONCRETE/ ij z ¢ BY OTHERS 0 MASONRY m m T BY OTHERS o Ta^ b LX WOOD BUCK S ., a Ln / . ./� .. (OPTIO ./ NAL) / 2 IW- °�' LL" n � % 0.25" C, Q g s o � .<.� MAX. C x 1- SHIM CONCRETE ANCHOR h tl m m S SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS \ Q MIN. EMBED. a SEE TABLE SHEET 2 HEAD (TYPICAL) �� JAMB (TYPICAL) 3� OPERABLE SILL w at OUTSWING SHOWN - INSWING SIMILAR 7 OUTSWING SHOWN - INSWING SIMILAR 7 INSWING - NO ANCHOR REQUIRED 0 u ENDURA ZAIL4565F Z 0 #; u c SILICONE SILICONE SILICONE F REMARKS BY DA' ° d d ° d d ° 4 _ d Add ADAsill,Multi-Point Lock GL /2: CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL (1) OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED7 INSWING - NO ANCHOR REQUIRED AFCO J-2297 AFCO A -276/P-2000 SILICONE SILICONE 777 d •Q d' d CONERETEIF • • • • • • • • • CONCRETE/ MRSONRY • • • • • • • • MASONRY BPOTHERS • •• • • • BY OTHERS (� OPERABLE SILL .:• •;; � •� ;OPFAABLE SILL OUTSWING - NO ANCHOR REQUIRED 7 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • ••• • ••• • ••• CONCRETE/ L�MASONRY BY OTHERS OPERABLE SILL DATE: 02.05.14 7 UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HC15000 ADA DWG. Y: GL TJM CHK. BY: SS/MSS SCALE: NTS DWG.#: A010871A SHEET: OFB . . . . • . . . . . • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 OPERABLE SILL AND SHALL T BE ODUCED IN WHOLE OR PART RTlIH,TIS °M°=ETAREH"n"`MITTED" ,``_,A��I IFIIL/O"I, 1 �� •.,:q� p, : ��`� �fc D Eni�so.•neAE * %% �a°�7} ECH' SENO,—IR 7 OUTSWING -A CO NH -497 R REQUIRED SILICONE a ° d CONCRETE/ L�MASONRY BY OTHERS OPERABLE SILL DATE: 02.05.14 7 UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HC15000 ADA DWG. Y: GL TJM CHK. BY: SS/MSS SCALE: NTS DWG.#: A010871A SHEET: OFB 7 OFRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT F-- 4.563" --�{ OAFCO H-497 THRESHOLD 1__T:::___4.62" �{ 20 ROCKWELL MULT-POINT LOCK OENDURA ZAIL4565F O AFCO J-2297 THRESHOLD THRESHOLD .. • •• • • • • 4.56" • • • • • 5.62' •• ••• • • • •• O AFCO A-117 THRESHOLD Q ENDURA ZOBL4565F • 000 • • • THRESH6 • • • • . • . • • • • • • • M• • •• • • • 111, • L58" • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • .79" 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0 w 0 0 0 Q 0 ov I�I 0 0.63" ®O� —4 1.65" 1— o OAFCO A -276/P-2000 22 HEAD SHOOT BOLT PLATE (LH) THRESHOLD 4.57" 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE (RH) THRESHOLD d® 'oN 5.00" c 1.75" PREPARED BY: BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO 1-2297 THRESHOLD - 6 AFCO A -276/P-2000 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HC15000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL OFRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT F-- 4.563" --�{ OAFCO H-497 THRESHOLD 1__T:::___4.62" �{ 20 ROCKWELL MULT-POINT LOCK OENDURA ZAIL4565F O AFCO J-2297 THRESHOLD THRESHOLD .. • •• • • • • 4.56" • • • • • 5.62' •• ••• • • • •• O AFCO A-117 THRESHOLD Q ENDURA ZOBL4565F • 000 • • • THRESH6 • • • • . • . • • • • • • • M• • •• • • • 111, • L58" • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • .79" 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0 w 0 0 0 Q 0 ov I�I 0 0.63" ®O� —4 1.65" 1— o OAFCO A -276/P-2000 22 HEAD SHOOT BOLT PLATE (LH) THRESHOLD 4.57" 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE (RH) THRESHOLD d® 'oN 5.00" c 1.75" PREPARED BY: 10 � BUILDING DROPS, INC. 398 E. DANIA BENCH BLVD., STE, 330 DANIA BEACH, FL 33004 PH: (954)399-8478 WEB: FAX: 19541744.4738 www.buildingdrops.com N J Q 'e O W H- roma aQ o--.-= t< o O O LL g f -- o� O J mid CL mY O� m aQ � W D N Wa z Lu O O � U REMARKS BY DA1 kdd ADA sill, MUId-POiDL Lock I GL 6/2_ WITHOUT WR17EN OF NS. AODnON5, HIGHLIGHTING, OR OTHER '1111111/I/ZZ7 F ,',,''': 777 �0* FBPE ,'4jk"fjt %v DATE: 02.05.14 DWG. Y: CHK. B GL TIM SS SCALE: NTS DWG. #: A010871 SHEET: 8 MI =DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE. ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTkCE OF ACCEPTANCE (NOA) www.iniamidnde.aov/ncrn/ E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County). and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev G, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 6 & 6,1 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING. Large and Small Missile Impact Limitations: 1. Lower Design Pressures of Doors, sidelites, hardware, glass and threshold options s1111 strol. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options. • • • LABELING: Each unit shall bear a permanent label with the manufacturer's Warne or logo,tiy, stated series ...... and following statement: "Miami -Dade County Product Control Approved noted herein.* • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed *;a*16re haj bpi no ..... • change in the applicable building code negatively affecting the performance of this produgt... • *00000 09%.0 TERMINATION of this NOA will occur after the expiration date or if there has been wrevi�s'ion or e1MMge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etttfftnent of ah+y • . product, for sales, advertising or any other purposes shall automatically terminate this N(5A. Fa"tlure 1� 900mply :0000: with any section of this NOA shall be cause for termination and removal of NOA..0.90. .. . .... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and44lowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1217.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM4llAUr~ COU NOA No I2-030&40 `'ti • • • Expiration Date: September 16, 2014 ��`�� Approval Date: May 24, 2012 Page 1 E,S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I . Manufacturer's die drawings and sections (transferred from file # 09-1217.03) 2. Drawing No, W04-51 Rev, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2; 2.1, 2.2 through 6 & 6.1 of 7, prepared by A1-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E. - Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 09-1217.03) I . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform-Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door wl Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09-0825.04) C. CALCULATIONS I. Anchor verification calculations complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/01/12 signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-1217.03) 3. Glazing complies w/ ASTME-1300-02 & -04 • • •' • D. QUALITY ASSURANCE 000000 0 • 1. Miami Dade Department of Permitting, Environment, and Regtd:tlM7 Affa$'ls•('PERA • • • • • E. MATERIAL CERTIFICATIONS :000*: 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNe;60ars & Co.,1ne. for -o:06. their "DuPont Sentry Glass 0 Interlayer", expiring on 01 /14117. • •:00: •••••r 00000 •••• 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNeoobut;cite PVB •mr•sfr Interlayer", expiring on 12-11-2016 • F. STATEMENTS • 1. Statement letter of conformance and letter of no financial interest, prepared byQa,Farooq• • Corporation, dated 02/24/12, signed. and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-1217.03, expiring September 16, 2014. 2.• Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated-07/31/07 & 02/06/06 approved by BCCO. 3. ES Windows Distribution agreement -Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10, signed by Ms Carla G. Torrente and Andres Char4orro res ecvely (#12-0130,39). 1shaq I. Chanda, P.E. Product Control Examiner NOA No 12-0308.40 Expiration Date: September 16, 2014 Approval Date: May 24, 2012 E-1 146 3/8" 76" 3 FRAME WIDTH FRAME WIDTH �� W (4) ANCHORS AT MTG. 5HLES 33 11/t 6" 73 33 11/16" (4) ANCHORS 73" v AND MULLION ENDS FR. & SILL FRAME HEAD & SILL FR. HEAD & SILL AT MTG. STILES FRAME HEAD & SILL Z 6,. r0 r� a 6" MAX. -3" B" 3" 3„ SURFACE APPLIED 6" MAX. ��(�)SILL 3" 6" 3" PIVOT HINGES �r 1 HEAD/SILL �HEAD / _ ,\,I SEE SHEET 2 C ` MAYFALBE USED CORHEADNERS FOR CAPACITY O p g p CORNERS I� III i el 0 U I � r r \ i \ $� ii ii / I \CEag�c� 444 ii 14 ---Ti 0 LOCK ONIONS p J / 71 G LOCK LPTIONS ryaLL, lu 1;%I LL SEE SHEET, 2 SEE SHEV 2 T ? FOR CAPACITY __==1F===- 41 __�=aF===== I FOR CAPA0kZY J 2 If / It. 1 Q w e7 i S2 L� ro� aDa II II / II rn II / 1 q Z' ii \ ii / to d o=====i=====�r�==== l / -II u li n li I 5 41 ¢ "'o n n II \ < M y ACTIVE INACTIVE ACTIVE \I INACTIVE r—r32 i 12„ mw 12„ w�' , O 29 5/16" 28 3/16" HEAD 29 5/16" BUTT HINGESJ 28 3/16"X• z N N $ D.L. OPG. D.L. OPG. D.L. OPG. �� SEE SHEET 2 D.L, OPG. HEAD e g Lai SILL FOR CAPACITY SILL O 33 5/16" 36 13/16" 33 5/16" PANEL W10TH LEAF WIDTH WIDTH ( OXXO) PANEL (XX) TYPICAL ELEVATIONS 8 g TESTED UNITS fY@W QFjWVWY NOTE: o �� •��•yYnwWL 111rrII FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF E R SERIES -3000 ALUM OUTSWING FRENCH DOOR MIWWiiMMre AND EXPOSED ON ACTIVE LEAF W Awy�l•rN• 2" U SEE DETAIL G ON SHEET 5. b APPROVAL APPLIES SINGLE (X) AND DOUBLE (XX) LEAF DOORS J Y WITH OR WITHOUT SIDIOELITES. - SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR, INSTRUCTIONS: IF got USE CHARTS AS FOLLOWS. a $ F 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH YE`OCIjY•• • • • •DET RMiR1E DESIGN WIND LOAD REQUIREMENT BASED = W 2 9 HURRICANE ZONE (HVHZ). • • • • •TEf•-I•ON'WIND VELOCITY, BLDG. HEIGHT, WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 112JdSFER • • • • • •USIR%APPUCABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. • • • • • • • • • 3 • • • • • 9fER 2•FOR SIMLE (X) AND DOUBLE (XX) DOOR CAPACITIES I -_ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS! ANCHOR? —i-` Engr• .IAVao aHMao ^' • ♦ • •SES SHEET 2. ° 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND CMLFIA. PE.g g 3 FRAME SILL OPTIONS USED. CA.N. 357070592 u ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. STEP FOR SIOEUTE PANEL (0) CAPACITY SEE SHEET 2.1. S a 3 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOCS INTO WOOD ONLY• • • •S�iEP 4 •Ob SIA COMBINATION WITH DOOR OR SIDELITE SEt MULiN CAPACITY CHART ON SHEET 2.2. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SC � TH • • • w L�f drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHA�L ET i� • • • 'yam--" DANS 40 STY APPLYRTOUENTIRE SYSTEM, 2 3 W44-51 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.1 • • • • s sheet � of 7 • •• •• • • • •• •• FRAMC J / K W� D \ 'X' DOORS NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. .", DOORS 2/6 DESIGN LOAD CAPACITY - PSF GLASS AND HARDWARE OPTIONS) 31-1/2" FRAME HEIGHT INCHES 20-1/16- 3/0 GLASS TYPES HINGES LACKS FRAME WIDTH 'A', 'B' & 'D' 'C' & 'E' 'F' OPTION 'I' OPTION '2' OPTION '1' OPTION '2' INCHES EM. (+) INT. (-) EXT. (+) INT. (-) EXi. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) OPTION'1' OPTION '2' 37-1/2 70.0 60.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 95-3/4 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. .", DOORS HINGES THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' A(3)ND HINGE SPER PAN LEAF AT 11" FROM TOP & 80110M AT FASTENED TO DOOR FRAME AND LEAF WITH 010 X 1" FH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION Y2: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1" FH MS (2) PER WING D.L. OPENINGS: O.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I DAYLITE OPG. 2/6 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) 31-1/2" 28-11/16" 20-1/16- 3/0 GLASS TYPES HINGES LOCKS FRAME HEIGHT INCHES FRAME WIDTH 'A', 'B' & 'D' 'C' & 1' 'F' OPTION'1' OPTION '2' OPTION '1' OPTION '2' INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT.(-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EM. (+) INT. (-) 95-3/4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.090.0 90.0 34-11/16" ' 78 -90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' A(3)ND HINGE SPER PAN LEAF AT 11" FROM TOP & 80110M AT FASTENED TO DOOR FRAME AND LEAF WITH 010 X 1" FH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION Y2: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1" FH MS (2) PER WING D.L. OPENINGS: O.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I DAYLITE OPG. 2/6 (X) 31-1/2" 28-11/16" 20-1/16- 3/0 (X) 37-1/2" 34-11/16" 28-1/16" 3/4 (X) 39-5/8" 36-13/16" 28-3/16- 5/0 (XX) 59-3/4" 28-11/16" 20-1/16 6/0 (XX) 71-3/4" 34-11/16" 26-1/16" 6/4 (XX) 76" 36-13/16" 28-3/16" NO I_' ••• • • • • • •• D00� WIDTH AjD %I:HT*.MILT: COM (aY WITH•riGRESS•RBOUIREMER116 • PER 1`80 WHERE BEQ:IRGD00 000 • • • • LOCKING HARDWARE: ACTIVE LEAF OPTION d1: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) W8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION 92::. 3 PW LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) b8-32 X 2" OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH Q8 X 3/4" FH SMS (2) PER BOLT HEIGHTS: DAYIITE OPG. STANDARD HI-•ROFILE • • • • • NSTE: 000 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOT RAIL • 04,0 • �`LAI $ C$PACITIES ON THIS SHEET ARE 6/8 79-3/4" 77-1/4" 69-1/16" s6 • ••• •• • IAS&D 061 ASTM E1300-04 (3 SEC. GUSTS) 8/0 95-3/4" 93-1/4" 85-1/16' 81-5/to" •• • • • • *NDIIFLORSA BUILDING COMMISSION • • • D&LARA?ORY STATEMENT OCA05-DEC-219 ••• • • • • ••• • • ••• • • • ••• • • `G rL F WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) 2.000 1.500 f R). SILL HI -RISE SIII.T. FLA. PE / 70592 C.A.N. 3538 Ptip•UC71ILYIGfP • MPS wYK Iii Rnll► /, a •�f0 � !Y� h M�IMIfr ��' drowinq no. W04-51 FRAMA STATIONARY PANEL (0) OR SIOELITES O.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000' DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT,/IN. FRAME WIDTH INCHES 'A', 'B', V E%T. (+) INT. (-) GLASS TYPES V. 'E' EXT. (+) INT. (-) EXT. (+) INT. (-) W 42 70.0 80.0 90.0 90.0 90.0 90.0 " 7/0 39 70.0 80.0 90.0 90.6 96.0 90.0 8/0 36 70.0 80.0 87.6 87.6 90.0 90.0 SILICONE O.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000' DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT,/IN. FRAME WIDTH INCHES 'A', 'B', V E%T. (+) INT. (-) GLASS TYPES V. 'E' EXT. (+) INT. (-) EXT. (+) INT. (-) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 " 7/0 39 70.0 80.0 90.0 90.6 96.0 90.0 8/0 36 70.0 80.0 87.6 87.6 90.0 90.0 O.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL a +70.0 PSF HI -RISE SILL = +90.0 PSF P(\wk F1.50 D 2.000 A cj�xl-j II — II / GLASS TYPE 'C` PVB' ASS CORNING 795 H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVD' 5/32" H.S. GLASS SILICONE /-DOW CORNING 795 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o O �I g drawing na. W04-51 sheet 2,1 of 7 3/18" H.S. GLASS 3/16" H.S. GLASS .090" INTERLAYER .090' INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT BUTACITE PVS' 3/16" H.S. GLASS 3/16" H.S. GLASS SILICONE DOW CORNING 795 C Z SILICONE G m DOW CORNING 795 = m • • • •• •• z • • • ••• • • I I GLASS TYPE 'A' GLASS TYPE 'B' 1/8" H.S. GLASS 1/4" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT SENTRYGLAS' 1/8" H.S. GLASS 1/8" H.S. GLASS w SILICONE DOW CORNING 795 •� SILICONE • • • OW MRMNG 796• t z m � • • z m • • • • • • • • • • • • I • �m N 31 ,� hi lil jr III ••�� • r • • ••• • •• • • • or go GLASS TYPE 'E' • GLASS *f jPEg'F'• • • • • • • • • GLAZING OPTIONS WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL a +70.0 PSF HI -RISE SILL = +90.0 PSF P(\wk F1.50 D 2.000 A cj�xl-j II — II / GLASS TYPE 'C` PVB' ASS CORNING 795 H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVD' 5/32" H.S. GLASS SILICONE /-DOW CORNING 795 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o O �I g drawing na. W04-51 sheet 2,1 of 7 • •• •• • • • •• •• ••• • • • ••• • • WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL a +70.0 PSF HI -RISE SILL = +90.0 PSF P(\wk F1.50 D 2.000 A cj�xl-j II — II / GLASS TYPE 'C` PVB' ASS CORNING 795 H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVD' 5/32" H.S. GLASS SILICONE /-DOW CORNING 795 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o O �I g drawing na. W04-51 sheet 2,1 of 7 MULLION DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH AWHES FRAME HEIGHT FT./IN. DOOR TO SIDELITE TO SIDELITE MULLION SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24 27 30 33 36 39 42 6/8 80.0 80.0 .90.0 80.0 60.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 36 8/0 78.9 80.0 90.0 74.8 80.0 90.0 71.1 80.0 90.0 67.9 80.0 90.0 65.090.0 62.4 78.9 90.0 60.1 76.0 90.0 C • • L l F J / k/ • \\ • 8 D 8 C C (Oxo) n n C • • L l F F / k/ • • • • 8 D \ • C (Oxo) n n C • • L Q- F //G \\J /r k/ • • • • C (Oxo) n n C (4, ( xoo) ( xox ) ( COX > n n • • L ••• • / H k/ • • • • D \ 8 • (4, ( xoo) ( xox ) ( COX > n n ( oxx) ( oxxo y ( xxo ) UNREINFORCED REINFORCED REINFORCED DOOR TO SIDELITE MULLION SIDELITE TO SIOEIRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. or • • • • SIDELITE WIDTH DOOR WIDTH • • •AttkITE *DTH SIDEUTE WIDTH DOOR WIDTH too • ••• i • SIDEUTE WIDTH DOOR WIDTH • •H 0 • ••• • • • • ••• • • C • • • • • • • • • • B D \ / ( oxx) ( oxxo y ( xxo ) UNREINFORCED REINFORCED REINFORCED DOOR TO SIDELITE MULLION SIDELITE TO SIOEIRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. or • • • • SIDELITE WIDTH DOOR WIDTH • • •AttkITE *DTH SIDEUTE WIDTH DOOR WIDTH too • ••• i • SIDEUTE WIDTH DOOR WIDTH • •H 0 • ••• • • • • ••• • • C • • • • • • • • • • C CML ' FIA PE G 70592 C.A.N. 3538 1 ( XXoo ) ( ooxx ) 6eM -u �� Be•s 1� b �o o drowing o W04-51 sheat2.2of 7 H F C CML ' FIA PE G 70592 C.A.N. 3538 1 ( XXoo ) ( ooxx ) 6eM -u �� Be•s 1� b �o o drowing o W04-51 sheat2.2of 7 0000•• ••0000 • • • 0000•• 0000• 0000• 0000•• 0000•• • • • d' e fid z m 7 • my N w A 'd z ••� ••••�c �fpp d • • • O •1• SHIM •\�• 0000• ••y XAN •• •• Z_z\ XX9- p�zNi r\ a •• • O L LOA 00- y�y0y ••• N 0 ro� a '..... N N IPo I i N� fm•I a u A m� G d • W . D 2 a �n a p .a �N G 2 O G 7/4• MAX. SHIM On I p aDw �m nri O Z y G w17 I--'Cw EXTERIOR EXTERIOR a EXTERIOR mcg D.L. OPG. z a�? 1 I> w C dolt. o8-io-oa revisions: c no 0 e escn fon Q E, scale: 3/S• T•. D 08.14.OG NO OMNGE THIS SHEET 46 E 11.23.09 GENERAL REV. dr, by: HAIAIO F 03.12.70 REV. PER SCCO COMMkNM 01 O 02.24.12 NO CHANGE THIS SHEET m DDfZi x V zzA O ow SERIES -3000 ALUM OUFSONO FRENCH DOOR (A.I.) pL-FAROOQ CORPORATION a E S. WINDOWS, LLC ENGINEERS & PRODUCT DEVELOPMENT 1235 5220 N.W. 72 AVE. BAY 4 MIAMI, FLORIDA MIAMI, LORIDA 33174 MIAMI, FL. 33166 T61.. (305) 264,8100 FAX (305) 262-6978 c TEL. (305) 624-7775 FAX. (305) 624-7777 COMP-ANL\WO<-51ESW EDGE DIST. TYPICAL ANCHORS V 3 SEE ELEVATIONS TYPICAL ANCHORS w FOR SPACING SEE ELEVATIONS m � FOR SPACING I EDGE DIST. Z 3 METAL MIAMI-DADE COUNTY APPROVED I�... g ut STRUCTURE MULLION & MULUON ANCHORS W SEE SEPARATE NOA ; 4 O 0 £ U UU UU U I 6 I 4 4 Q fa/1 N la/1 /00 µµ11 eri p �^ WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 8 h 9 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0° AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS_ SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV, FOR SPACING S /4" DIA. 1 LTPAC,OB' 1. -A' (Fw.177 KS;, Fy-)55 KSI) O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES v 1-3/8" MIN. PENETRATION INTO WOOD e THRU 1B BUCKS INTO CONC. OR MASONRY i-1/4" MIN. EMBED INTO CONC. OR MASONRY, a DIRECTLY INTO CONIC. OR MASONRY } 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Lu #14 SMS OR SELF DRILLING SCREW c_ (GRADE 2 CRS) yj a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") p N n I'l M v INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3 z N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �g`"„ to N ` TYPICAL EDGE DISTANCE C� INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. - CONCRETE AT HEAD, SILL OR JAMBS Ya 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. o SEALANTS: a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. rwonucT VAYrAD MnSdULt DIA. 'm074A�*�N�. Atil'A"t u • • • • • • • • • • • • Engr. JAVAD ANMAD t1�t d p •° _ CIVIL FLA. PE70 92 g U Ji • • • • 0.9 • • • • • • • ��1� drowlnq no. • • • • • • • • .. • • .. W04-51 �P sheet 4of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LTYPSEEICAL ANCHORS ELEV. FOR SPACING TYPICAL ANCHORS O X 3/4" SMS E ®6 6 " FROM ENDS & 14" O.C. MAX. 11:P 4 OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) ACTIVE LEAF D.L. OPG. LEAF WIDTH EXTERIOR (Ono) . go* . • .. • • • • • • • • • • 96 X 2 X X i/8 27 O PULL LENGTH STCNANNEL 2 O 4 TO BOR PAINTED OR PLATED) L. ACTIVE LEAF x' o it 22 0�� X_0 ) a J Eng,: VAD C'T AHMAD motor imvisum e p FLA. OENt 70592 0eeY *ie{ wHA Ike FIerw .S M C.A.N. 3538 mail - Code S AN1Ffwwte Fie l(yinNw AMh� $ b It A%rn� drawing no Y R4-51 sheet Sof 7 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS \ a� INTERIOR EXPOSED FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING V M�f 11 AT 10" FROM EACH END CONCEALED FLUSH BOLTS 12 AT 10" FROM EACH END Q F Q IN -ACTIVE LEAF Is N p, nAS gyp{ 2 li� (GQUI 5 41( n 34 22 � n n m OPTIONAL TRIM } �m 8 W VIQt 3 nN O ^ M ^ ( 0-0) M N 3zl�o 1/4 MAX. SHIM OPTIONAL REINFORCING vWi N i W n SEE SHEET 2.2 FOR CAPACITY Y 2 . go* . • .. • • • • • • • • • • 96 X 2 X X i/8 27 O PULL LENGTH STCNANNEL 2 O 4 TO BOR PAINTED OR PLATED) L. ACTIVE LEAF x' o it 22 0�� X_0 ) a J Eng,: VAD C'T AHMAD motor imvisum e p FLA. OENt 70592 0eeY *ie{ wHA Ike FIerw .S M C.A.N. 3538 mail - Code S AN1Ffwwte Fie l(yinNw AMh� $ b It A%rn� drawing no Y R4-51 sheet Sof 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ITEM B PART N QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I ES3001-1 1 FRAME HEAD 6063-76 - ` w 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 - O Z 3 E53002-1 1 FRAME SILL (STANDARD) 6063-T5 3 3A E53025 1 FRAME SILL (HI -RISE) 6063-T5 - 0 4 E53003-1 AS REOD. SIDELITE ADAPTER 6063-T6 - Q a 5 E53004 AS REOD. SHEAR PLATE ®ANCHOR LOCATIONS 8063-T6 3" LONG a 8 E53005-1 2/ LEAF TOP AND BOTTOM RAIL 6083-T5 - U BA ES3024 2/ LEAF H1 -PROFILE BOTTOM RAIL 8083-T5 - O 7 E53008-1 7/ LEAF DOOR LEAF JAMS - HINGE SIDE 6063 -TS - nT� 8 ES3007-1 1/ LEAF DOOR LEAF -LOCK SIDE 8063-T6 V n O H 9 ES3007-2 1/ LEAF DOOR LEAF -KEEPER SIDE 6063-T6 - O 10 E53008-1 AS REOD. SIDELITE STILE 6063-T5 - 0 O 11 FB -1202-914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN N ASSOCIATES 12 FB -1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIA7E5 Q W 13 ES3011 AS REOD. JAMB TRIM 6063 -TS OPTIONAL Y 14 E53012 t SILL COVER 6063-T6 - Qw4i� 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 8063-T5 O 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 E53003-3 3/ LEAF HINGE ASSEMBLY 6083-T8 SEE SHEET 2 s n f7A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 n 19 - - DOOR LOCK (SAVANNAH 20151) - YALE a 29 20 - - DEAD BOLT LOCK (PREMIER) - YALE S d N 3/8" OLA, X 1/8" HT. BUMPER 21 W22321NG AS REOD. FlN-SEAL PILE W'STRIPPING - ULTRAFAB U DUROMETER 7313 SHORE A 32 22 E53020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS - } m BRACKET INSTALLATION SCREWSSMS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4" LONG Z J 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8" iHK. X 7-7/8" LONG W 25 - 2/ LEAF 3/8" DIA, THREADED ROD W/ NUTS STEEL - Q N 3 26 - AS REOD. FRAME ASSY. SCREWS - p10 PAN HERO SMS O N M n M 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - H Z3� 28 E54014 AS REOD. BOTTOM RAIL CLASS STOP NEOPRENE - L— 3z M W ze Ui N W N O G G 8 A, c0 O� x M i% p�19rUG7 a9visBa ret F -W a r rrkb q � ti cugg- O o • y 0 • •• • • • • ••• • •° • • • i • • • • • • • • En9r, JAVA AHMAD o CIVIL FLA. PE / 70592 n • • • • • • • • w w • •• • • ' ' • • •• Q1• 0 0 drawing no. W04-51 sheet sof 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 29 ES4018 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" OLA, X 1/8" HT. BUMPER SILICONE FRANK IOWE RUBBER CO. 31 E54013 AS REQO. WEDGE GASKET EPDM DUROMETER 7313 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BHT. BRACKET INSTALLATION SCREWSSMS 34 0/LON AS RE00. DOOR PANEL W'STRIPPING - 5CHlEGEL -II•� 4 000 �I 1.779 L .361 I 2.125 0.375 1.500 3 225 Z % 7- .078 2.250 .105 3t WEDGE GASKET (SCALE 1:1) 0.312 F. dd t� a oou 2.016 U 2.125 � 0 (D(FRAME HEAD/JAMB 3.350 D7>8 V b n {m�1 1.808 060 �r .3t8�8 ilDf -� II 395 2.674 2.000 2.000 l ® n 9� I I Q y Q a O 1t5 i l 1.500 � -�I O+ STEEL a 3 WEATHERSTRIP ADAPTER Q SHEAR PLATE PIN E J uN 4H, 1.000 .aoo oas Q+ 3.375 i Q+ © -� F 079 4.000 ,852 3.500 913 t3 JAMB TRIM (OPTIONAL) 2.000®+ U Y_ ffi .590 1.112 t7 3 PIECE HINGE ? 3 O n M © TOP /BOTTOM RAIL .250 2.674 .078 t6 PANEL CLAMP .125 0 22 W 04 F 0 2.000MULLION 1395 3.350 -'. eta 27 REINF. CHANNEL 2.163 w .590 913 SIDELITE ADAPTER 1.750 •621 .094 7.145 tPiWllUCT NttY76RA ,490 .078 a -Rh Mie !"Drift hw�uae no /2^ 0 P �� ]-ao 563 OF c € " 1. 145 .062 475 I� .927 to SIDE LITE STILE .078 4,000 o SILL COVER • c • •• 10 • 7.750 ( FRAME SILL (STD.) 1.95a--�I v�oW "o • • • • •• •• 4,82• • • • • • • • • • • �t 4.000 1,750 .590 -_� ;• • • • 0i • • • • 1.984 5901.750 I • • • • i �� • • • • • • • I 1.145 .062 Engr:.,IAVAD AHMAD .490�� CML FLA. PEM 705 33 C.A.N. 3536 2.000 g o g d x � 8 � u .094 ` (�- • i • • • • • 4.900 • • • • . . . • • 563 � -�- +� .076 ov O drawing no. • .913 • • • • • • • • �i,750� 4.000--�I W04-51 HINGE STILE (�)@ LOCK STILE/KEEPER STILE 6A HI-PROFILE BOTTOM RAIL I ® FRAME SILL (HI-RISE) Bheet&.to7 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000•• 0.060• • • • •0000• 0000• 0000• •090 • • • ••600• • • 0000•• • i'• •0004 _ • 0' 0 qI 0yF •• • 0000 • 0000•• • 0000 0000•• a 06-10-04 F state. 3J6• = 1' I �. Or• wveio cl 3 l0 Z A I M' SERIES -3000 ALUM OUTSWING FRENCH DDDR (LA -1.) AL-FAROOQ CORPORATION a E.S. WINDOWS. LLC ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 5220 N.W. 72 AVE. BAY #4 MIAMI. FLORIDA 33174 {� MIAMI, FL. 33166 TEL. (305) 624-7775 PAX. (305) 624-7777 TEL (305) W"100 FAX. (305) 2OZ6978 OOMP-ANL\W04-51 E- M IAM 111ME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcct, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade.Qoy/economv ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 12000/2050 Aluminum Horizontal Sliding Window L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series -2000/2050 Alum. Horiz. Sliding Wdw. (L.M.1)", sheets 1, 1. 1, 2 and 3 through 9 of 9, dated 08/27/03, with revision G dated 05/15/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :060% 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's naht8 of logo,, erity,gs tate, model/series; and following statement: "Miami -Dade County Product Control Ap018M", unles V01envise• ... • • ...... . noted herein. RENEWAL of this NOA shall be considered after a renewal application has beer #♦nerd hnd thbr01109 been• • • • no change in the applicable building code negatively affecting the performance oftl isyroduct. •..•.• ..0:000 TERMINATION of this NOA will occur after the expiration date or if there has Neu a revisiof'or"change • • •; • 0000 . in the materials, use, and/or manufacture of the product or process. Misuse of this. -MM as an endorsement of any product, for sales, advertising or any other purposes shall automatically tertlninate this *>A :Failure " to comply with any section of this NOA shall be cause for termination and removallbLACI►A. �. ; • • • •; ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, "arida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0223.46 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �7, NOA No. 13-0617.28 Expiration Date: November 06, 2018 13 Approval Date: September 19, 2013 _t Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.02) 2. Drawing No. W03-75, titled "Series 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision G dated 05/15/12, prepared by Al-Farooq Corporation, signed and sealed by J4vad Ahmad, P.E. - (Submitted under previous NDA No. 12-0223.46) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201---94 5) Cyclic Wind Pressure Loading per FBC, TAS 243-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202----94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 0 • 4) Large Missile Impact Test per FBC, TAS 201-94.:00000 .. • • • • 5) Cyclic Wind Pressure Loading per FBC, TAAQd3-•-•94 • •.. Od .' 6) Forced Entry Test, per ASTM F 588-04/ V per 2411• • • • • 3.2.1, TAS 202-94*see • • • along with marked -up drawings and installation diagram dlea Jlorizo�tdL Aiding, window, prepared by Fenestration Testing Laboratory, Inc., Tes etteports Na.. • . • ..:.. • FTL-5338 and FTL -5475, dated 01/17/08 and 12/20/07 respettively, signed ands • • • • • sealed by Carlos S. Rionda, P.E. • • • ' •. (Submitted under previous NOA No. 08-052713 and 07-0928.13). • ; • • • • • • • • .. 900 ...... .... Manuel Pere , P.E. Product Control miner -" NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBG, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04107 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL--3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NDA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P.E. (Subinitted under previous NOA No. 12-0223.42) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS " • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De11 wwurs lj Inc. for their "DuPont Sentry Glass@ -Interlayer" dated 05/26/10, expkixg on 01/14/17. . 2. Notice of Acceptance No. 13--0129.27 issued to E.I. DuPont De'1'IaWurs f ,Co. Inc.:" for their "DuPont Butaeite®PVB Interlayer" dated 04/11/13 ex .ring ori 12/11/16. • •; • • .... ... ...... F. STATEMENTS • •.... , • 1. Statement letter of conformance, complying with FBC-201h, ana of mo financial ... % interest, dated 12/08/11 and 06/05/13, signed and sealed by Jav'ad Alunad, P.E. (Subunitte(l partially under previous NOA No. 12-0223.46) * * * ""0000 ' manuel Pe z, .E. Product Control finer NOA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 3. Laboratory compliance letter for Test Report No. FT1-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P.E. (Submitter) under NOA's No.'s 08-0527.13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 12-0223.46, issued to ES Windows, LLC, for their Series ."2000/2050" Aluminum Horizontal Sliding Window - L.M.I.: approved ;A -G 24/12 • •. • • and expiring on 11/06/13. .. 0 . *0** • • . .... . .. ..... .... ... ...... •..... 00• . . . . ...... Manuelr , P.E. Product Contro � aminer NQA No. 13-0617.28 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-3 t� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPAC SHUTTERS ARE NOT REQUIRED. SERIES -2000/2060 ALUM_1.RI7s _SLIDING 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER d I _4__==�i= CHARTS SHOWN ON SHEETS 2 & 3. 33 1/2" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS u h OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES )N MODULES OF Efwft JAVA0. AH OVIL PE ! ?0502 TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED 37 5/8" MULLIONS IN BETWEEN. 37 5/e" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL -- 7i f APPLY TO ENTIRE SYSTEM, o THIS PRODUCT HAS BEEN DESIGNED AND TESTED i0 COMPLY WIT* `HE& • • • • • • • - • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • HURRICANE ZONE (HVHZ). • • • • • • • • • • •• • WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY i0 TRAq�FER • • • • • • • • :0: • • LOADS TO THE STRUCTURE. • • 066 • • • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN tN THES� DETAIL) `%E • NOT PART OF THIS APPROVAL. • • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCH001541INTO WOOD ONL.M. • • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, Th*" • • • • • �. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL•MEET•THE • • • • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4, • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 8" MAX. HEAD/SILL CORNERS Y�1 M�nn I� WINDOW WIDTH 10" MAX. A II HEADII/SILL d I _4__==�i= =ice =--a�_ 33 1/2" _ �+�_== u h II 4 Efwft JAVA0. AH OVIL PE ! ?0502 tl 4 37 5/8" FLA. 3538 37 5/e" - -- 7i f I I M o 1 I II SERIES 2000 -4 71 r ( PROLES-/ 33 7/2" 33 3/8" 33 1/2" SL'1: SHEET 4 D.L. OPG. D.L. OPG. Efwft JAVA0. AH OVIL PE ! ?0502 7RODUCT REmin"o 37 5/8" FLA. 3538 37 5/e" g VENT WIDTH Rniding Cndt 4neptante No e2 -J LfxPlrellon Dale,18 VENT 14107 TYPICAL ELEVATION Alfennl ode ProdaN ColH�-_! SERIES 2000 PRODUCTRUVISBD sa complylaswith 010 plodda.��j BalldlnBCodo I Z - QZ3.4 to A Iltaa0 eo 0�3 Mlam adaPTo act 0000 FALSE MUNTINS z (SURFACE APPLIED)) 2 MAY !;E USED a a� >Q LAMINATED GLASS LARGE MISSILE IMPACT lJl"=i b Efwft JAVA0. AH OVIL PE ! ?0502 7RODUCT REmin"o n 9 ,L . FLA. 3538 As romidying with the FIot4&G g Rniding Cndt 4neptante No e2 -J LfxPlrellon Dale,18 l� •`Q Alfennl ode ProdaN ColH�-_! W03-75 '.. sheet � of 9 1/8" ANN. GLASS —.090!' INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/8" ANN. GLASS z m 1/8" ANN. CLASS 4 .090" INTERLAYER j jl SENTRYGLAS BY 'DUPONT' j g I/e" ANN. GLASS • • dOL7O1,11 CORIONG •795 • SILICONE DOW CORNING 795 z C.A.N. .3538, z GLASS TYPE • ` 3/16" ANN. GLASS .090" INTERLAYER GLASS TYPE 'A' 1/8" ANN. GLASS —.090!' INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/8" ANN. GLASS z m SILICONE DOZY CORNING 795 Z 4 21 j jl 090" INTERLAYER SENTRYGLAS BY 'DUPONT' j g 1/8" HEAT STREN'0. GLASS • • dOL7O1,11 CORIONG •795 • i NE • • DOWCORNING195 C.A.N. .3538, ac Ipllfng% llh The FIDr16'c 9oiding GLASS TYPE • ` 3/16" ANN. GLASS .090" INTERLAYER • SENTRYGLAS BY 'DUPONT' • • 3/18" ANN. CLASS �.+ SILICONE DOW CORNING 795 • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE '8" HEAT STREN'D, GLASS 090" INTERLAYER SENTRYGIAS BY 'OUPONT' 1/8" HEAT STREN'D. GLASS SILICONE /-DOIY CORNING 795 GLASS TYPE 'A1' HEAT STREW), GLASS I" INTERLAYER ACITE PV8 BY 'DUPONT' 1/8" HEAT STREN'D. CLASS SILICONE /DOW CORNING 795 GLASS TYPE 'B1' • 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'0. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/B" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS • • dOL7O1,11 CORIONG •795 • i NE • • DOWCORNING195 • • • • • •F6• N • • • • • GGGS 21 y ii -: • • • •�gn � � �i Ij}, I j N • •ul ij • ••• GLASSS TW* E 'D' ••• ••� •CL•ASS�I�YPE 'E' ••• • • • • ••• • • - RODUCP RENEWIETD i C.A.N. .3538, ac Ipllfng% llh The FIDr16'c 9oiding , • ` Code Atteptanee No 6.jCPlration DateR��^ 7"I�y • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE SOICONE M u DOW CORNING 795/983 DOW CORNING 795/983 z 4 21 q O ��11 iL o �k 6/18" LAM. GLASS 7/16" LAM. GLASS 0 & a'� 9 ALT, GLAZING OPTIONS Q SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. i 7j i I rd :820DUCTRBVISBO as comply, W1dt tis Florid• Bundf.a.d0 Accopanoallo fie By Miami *Fm I ILmntro En9r. Y AHL+AD JA flA,'PEM//L 70592 - RODUCP RENEWIETD i C.A.N. .3538, ac Ipllfng% llh The FIDr16'c 9oiding , • ` Code Atteptanee No 6.jCPlration DateR��^ 7"I�y .mac yyfiT} y� �Q Dy li11 adcPr&luctCoalpv- drawing no. W03-75 sheat 1,1of g 4,i 4 mm DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 VIRD0IT DIMS, STD. MTG. RAIL (FRAME SILL •1. 2. 3 & 4j SEE DETAILS BELOW FOR EXT(f) LOAD LIMITATIONS H.D. MTG. RAIL (SILL '8 & 4) °k GLASS TYPE 'A1' GLASS TYPE 'AI' GLASS TYPE '81' GLASS TYPE 'A' DIM TOR '81GLASS TYPE 'D' A GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH NEIGHT EXT.(+) -.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2" 3 70.0 80.0 70.6 90.0 70.0 80,0 80,0 90.0 37" 2b" d 70.0 80.0 70.0 90.0 70.0 80.0 80.0 $0.0 53-1/8" (3) g 70.0 80.0 70.0 90,0 70.0 80.0 90.0 74" 7 70.0 80.0 70A 90,0 70.0 80.0 80.0 90.0 26-1/2" 3 70,0 80.0 704 90,0 70.0 80.0 80.0 90.0 37" 38-3/8" 4 70.0 80.0 70A wo 70.0 _ 80.0 80.0 90,0 53-1/8" (3) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74' 7 70.0 80,0 70.0 90,0 70.0 80.0 80.0 90.0 26-1/2" 3 70.0 80.0 70.0 90.0. 70.0 80.0 80.0 90.0 37" 50-8/8" 4 70.0 80.0 70,0 00.0 70.0 80.0 90.0 S3 -i/8" (4) 5 70.0 80.0 70.0 90,0 70.0 _80.0 80.0 80.0 90.0 74" 1 7 - - 70.0 1 90.0 70.0 80.0 I 60,0 90.0 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 83" (5) 4 58.9 67.3 70.0 90,0 70.0 80,0 80.0 90.0 53-1/8° 5 42.6 48.7 70.0 86,8 70.0 80.0 80.0 90.0 74" 7 80.0 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 48" (Z) 5 _ 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 60" 6 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 1., 7 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 24" 3 70.0 60.0 70.0 90,0 70.0 80.0 80.0 90.0 36" 4 70.0 60.0 70.0 90.0 70.0 80.0 50.0 90.0 48" 33) 5 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 60" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 1 80.0 1 70.0 90,0 70.0 80,0 80.0 90.0 24" 3 70.0 80.0 1 70.0 90.0 70.0 80.0 80.0 90.0 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 46" (4) 5 70.0 80.0 70.0 90,0 70.0 80.0 $0.0 90.0 80" 6 70.0 BO.O 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 1 80.0 70.0 80.0 70.0. 80.0 80.0 90.0 24" 3 70.0 80.0 70.0 9D.0 70.0 60.0 80.0 90.0 38" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 48" (5) 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 6 45.1 51.5 70.0 87,3 70.0 80.0 80.0 m 72" 7 -- 70.0 78,7 70A 78.7 80A A =N0. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB N •I .2 0 0:ij-00 SEE DETAILS BELOW FOR EX7(+) LOAD LIMITATIONS STD. SILL WITHOUT RISER STD. SILL WITH RISER • : • •HJISE 5V%THOUT•RA • • LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 87.5 PSIP ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 6 I 5 ,BTD. MTG. RAIL S-2000 1 � 5 H.D. MTG. RAIL 5-2000 HI -RISE SILL WITH RISER LIMIT EXT.(+) LOADS.TO 80.0 PSF 3TD. Ai'CG RAIL S-2050 H.D. MTG. RA[L S-2050 i m x 10 0 In �. Z lam... U3 C4 W C4 � PRODTICT RIiViSBD ' 6 09 coreplyfOSwith lDe Fbr109 //� a . AundlneC6do 'G%.. 34 ,�,AO Q P E A 6 Acoc11to8t>alQo !3 ,Pro aconb111� � � $ Im NOTE: Son�� GLASS CAPACITIES ON THIS SHEET ARE $ N B BASED ON ASTM E1300-04 (3 SEC. GUSTS) U.- o o W 4 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 n9rt JAVADIAHIIAD Q� CML AODUCT RENEWO f iv FLA. N O.A.U. 70 82 As complying with the Flofift 9olding Code 8 Acrepw" No y�L,,r ? �„ $ u VV E>,plrniton 631e(R Q. V. x J .,r� crowing no. Aalnml ae UdBctennl p W03--75 DESIGN LOAD CAPACITY PSF (XOX SIZES) SERIES 2000/2080 WINDOW DIMS. STD, MTC. RAIL (FRAME SILL •1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS H.D. b1TC. RAIL (SILL •8 & 4)* GLASS TYPE 'Al' GLASS TYPB 'A' GLASS TYPE 'B I' A CLAS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' CLASS TYPE 'BJ' GLASS TYPE 'D' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.(-)- EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) 74" 2g" 7 70.0 80.0 70.0 90.0 70A 80.0 80,0 90.0 108-1/4" (3) f0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 11 f" IO - - - - 80.0 90.0 74" 38-3/8" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 108-i/a" (3) 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 111" 10 - - - - - - 80.0 90.0 74'" 50-5/8- 70.0 90.0 70A 80,0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90A 84" 2d" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 98" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 1pQ" 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 70.0 90.0 70.0 80,0 80.0 90.0 84" 36" 70.0 90.0 70.0 80.0 80.0 90.0 gg" (3) 108" 70.0 90.0 70.0 80.0 80.0 90.0 108" 70.0 90.0 70.0 80.0 80.0 80.0 0 ID - 70.0 78.7 70.0 78.7 80.0 90.0 DESIGN LOAD CAPACITY PSF (XOX SIZES) SERIES 2000/2080 WINDOW DIMS. STD, MTC. RAIL (FRAME SILL •1, 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS H.D. b1TC. RAIL (SILL •8 & 4)* GLASS TYPE 'Al' GLASS TYPB 'A' GLASS TYPE 'B I' A CLAS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' CLASS TYPE 'BJ' GLASS TYPE 'D' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.(-)- EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) INT.(-) 74" 2g" 7 70.0 80.0 70.0 90.0 70A 80.0 80,0 90.0 108-1/4" (3) f0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 11 f" IO - - - - 80.0 90.0 74" 38-3/8" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 108-i/a" (3) 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 111" 10 - - - - - - 80.0 90.0 74'" 50-5/8- 70.0 90.0 70A 80,0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90A 84" 2d" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 98" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 1pQ" 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 70.0 90.0 70.0 80,0 80.0 90.0 84" 36" 70.0 90.0 70.0 80.0 80.0 90.0 gg" (3) 70.0 90.0 70.0 80.0 80.0 90.0 108" 70.0 90.0 70.0 80.0 80.0 80.0 72•' Im 70.0 90.0 70.0 80.0 80.0 80.0 gq" i4) 70.0 90.0 70.0 80.0 80.0 80.0 98" ---- 80,0 90.0g0"(5) 70.0 80.0 70.0 80.0 80.0 90.0 V Xffi SEE DETAILS BELOY! FOR EXT(+) LOAD LIMITATIONS q� 0q1- A. A Q U e (�` w h 0 a 4! 6 850. D. RAIL $TD. nib. RAIL 8-200D 8-2050 a g Fo g &! 0 8 J 4 ILD, MiQ RAI B.D. nTO. RAiI. V a fD 5-2000 S-2050 + gi QnM v A - NO. OF ANCHORS PER HEAD & SILL \ Z_ b () - NO. OF ANCHORS PER JAMB ge�Peiii z 4 t�N `.z r A n N0. OF ANCHORS PER HEAD & SILL _ () - NO. OF ANCHORS PER JAMB im OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTHPRODUCTREVI8IN)41 ro o0mplyin8willtIha FIoTldaDI IldingCoda �a.,D "3•,4„6 AccepronOO TE n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTHMlarnT aONOTE:GLASS CAPACITIES ON THIS SHEET ARE••. 0.- 41 • BASED ON ASTM E1300�-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • DECLARATQRY STATEMENT DCA05-DEC-219 4 • • • • • • ' • n fpr. JAVA AH () u c64L :+RODBCT R¢NIiL4'Ei9 1 gg n N FIA. PE 9 70592 AecemplyI.g with the plaf164 8 ` a `CAIN. 3538 RridlOg Code iR� '6'.• 'k -pt.. a Na Gfi 42q,6V tEF; STD, SILL WITHOUT WSER STD, SILL WITH RISER • • FR -RISE S&L WITHOUT f�ER • HI -RISE SILL WITH RISER •� 4 LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 68.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF sheet 3 of 9 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2080 STD. MTG. NAIL (FRAME SILL •t, 2, 3 h h) N.D. MTG, RAIL SEE DETAILS BELOW FOR EXJ(+) LOAD LIMITATIONS (SILL •3 & 4)* CLASS TYPE 'At' GLASS TYPE 'AI' GLASS TYPE 'B1' GLASS. TYPE 'A' CLASS TYPE 'Bi' GLASS TYPE 'D' WINDOW DIMS. A GLASS TYPE 'B' CLASS TYPE •C' GLASS TYPE 'D' CLASS TYPE 'B' WIDTH HEIGHT EM.(+)EXT.(+) INV.(-) EXT.(+) INT.(-) E%T,(+) INT,(-) 74" 7 70.0 80.0 70.0 80.0 70.0 80.0 80.0 80.0 108-1/4" �3) f0 70.0 80.0 70.0 80A 70.0 80.0 80.0 90.0 111" ^10 - - - - - - 80.0 90.0 74" 38-3/6° 7 70.0 80.0 70.0 90.0 70,0 80.0 80.0 90.0 108-t/4' (3) 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 Itt" JO - - - - - - 80.0 90.0 74" 70.0 80.0 70.0 80.0 70.0 80.0 80.0 9D.0106 -t/4" 5014)8"[�7 0 70.0 80.0 70.0 90A 70.0 80,0 80.0 80.0 115" JO - - - - - - 80.0 90.0 74" 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 106-1/4" �" 10 - - - - - 80.0 90A 80.0 90A 72" 7 70.0 80.0 70.0 80W9010 0 70.0 80.0 80.0 80.0 8h" 2M1" a 70.0 80.0 70,0 _70.0 80.0 80.0 90.0 88" (2) 9 70,0 80.0 70.0 _70.080.080.08Q0me••l070.0eo.o7o.D io.o eoo eo.o aao 72" 7 70.0 80.0 70.0 90.0 70.0 _ _ 80.0 80.0 90.0 84" 38" 8 70.0 80.0 70.0 900 70.0 89.0 80.0 90.0 88" (3) 9 70.0 80.0 70.0 9D.0 70.0 80.0 80.0 90,0 106" 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 84" 48" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 88" (4) 9 70.0 B0,0 70.0 90.0 70.0 80.0 80.0 80.0 10B" IO 70.0 Btl.O 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 54.2 87.9 70,0 90.D 70,0 80.0 80.0 90.0 84" 60" 8 47.8 04.4 70.0 8D.0 70.0 80.0 80.0 90.0 98" (S) 9 - 70.0 63.9 70.0 80.0 Bob 90. • • • • • • • • • • • •• •• • • • •• •• (1 /3w) (I/3W) (1/3W) • • • • • • • • • • • •• •• • • • •• •• (J/4W) Y0 (+/4w) TYPICAL SEE ELEV. FOR TYPICAL MICF®RS • • SEE ELEV. FOR SPA" • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • - - - - --------- -- Cl EAW GWU APPROVED 11 LION & MULLION ANCHORS I j SEPARATE NOA II Ed i+ tl II WOOD BUCKS AND METAL STRUCTURE N07 BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO WOOD STRUCTURE - 1" MIN. �{�V AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO METAL STRUCTURE = 3/4" MIN. a UJ m 8 ("' TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'FLCO' (Fu -177 KSI, FY -155 KSI) Q INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Ld MIN. PENETRATION INTO WOOD o s 0 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (y9. a DIRECTLY INTO CONC. OR MASONRY 0 IL <g 1-1/4" MIN. EMBED INTO CONC. OR MASONRY d0 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) { z �/i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') b INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 g INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. a UJ m CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MW, s Ld C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. s V) ¢ (0 N SEALANTS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. IYEEPHOLES: W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & 130TTOM RAIL 1" FROM EACH END P11ODUCP REVISED og oamptyiug wtlb Utorlotidu ' BnMMngGode 2 _ p.410 Accop1nlnoeNo PQ 3 MI - ndo Pro ucl Control nSEIRII,�E�S--�-2060-2050 - _ CML - _ TIODDCT RENEWM FIA. PE 1.70502 " tes"PlylnB. Itb the Flofw 538' 9nldhf, Code Q, .4neptnncc No i h- ' fFPiratlon Date ,_r .� i; R 1 ti 1 Citta-a�fnade Prirclud Co`n 'r .� pnM� z N 04 WUNi�� Browing no. W03-75 TYPICAL ANCHORS SEE ELM. FOR SPACING M IMAil-DADE COUNTY APPROVED II Z / (MULLION & MULLION ANCHORS it T� a a Ed �. n I' SEE SEPARATE NOA 1 1 F m pp 11 Ed I I tl a. tl • - 11 1� a O N �(h4{ O 2 \ 2W(y >Q cf ALT. & g� TYPICAL ANCHORS SEE ELEV. FOR SPACING U. z J� znQ� N S N � Of" N 32 L N0 LJ N 12 © - % g$ 27 00* .. .. 0 ALT,so t a y : • • • • • • • • • • • f • • • • • En9f. JAVAD AHNIAD -a —T01V- . Ed - - .' i FU. PE 70592 0 complying rvIth the FbRK CA.N. 538 �� guiding Code puonurr tLtivts a • y Oo9W7Yh�gwi117111@$48Tit(A �� 4eezpinnec No128 • • • • • • • • • • • BuiidingCodo Erminn Oate�,i TYPICAL ANCH S • • • • • • • Accc VIII ONO p sEE ELEV. FO INC • • • • • • • gto 11��77 RYY� y drowin no. • i• • • • • • • • nttani 1aAeF..r : '. W03-75 • • • • • • •• • • • • • • ProlWot t ' _/F sheet 5 oT 9 ITEM PART � QUANTITY DRSCRIPT[ON MATERIAL MANE./SUPPLIBR/HBMARKS 1 ESI003 7 FRAME HEAD 8083 -TB - 2 ES200f 1 STD. FRAME SILL 6063-T6 ?A ES2012 1 HI -RISE FRAME SILL _ 8083-T6 - 3 ES2003 t FRAME JAMB 6063 -TB - 5 ES70D5 1/ VENT FIXED RAIL (5-2000) 6083 -TB - 5B ES1051 i/ VENT FIXED RAIL (5-2050) 8063-T8 - 8 CS10D4 f/ VENT STD. VENT MEETING RAIL (S-2000) 6063-T6 BA ES2004 1/ VENT H.D. VENT MEETING RAIL (5-2000) 6063-T8 BB ES1052 I/ VENT STD. VENT MEETING RAIL (5-2050) 6063-T8 T fiC ES1053 1/ VENT H.D. VENT MEETING RAIL (5-2050) BQ83-TB 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 6063-T5 - 8 ES10D8 1/ VENT JAMB STILE 6063 -TS - 9 E3100B AS READ. GLAZING BEAD 6063 -TS - 9A ES1103 AS READ. SQUARE GLAZING BEAD {5/16_" GLASS) 8083-T5 - 9B ES1017 AS READ. SQUARE GLAZING BEAD (7j18" QIASS) 8083 -TS - 10 ES2002 1 SILL TRACK INSERT 6063-75 - 11 CS20t t AS READ, 57D. SILL RISER 8083 -TS 12 E51008 2/ VENT SPRING LOADED VENT LATCH 8083 -TB AT B" FROM ENDS 12A SL203_ 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 128 j8 X LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS tN SMS t3 tSI012 i/ LATCH VENT LATCH SPRING Si. STEEL 14 CiB251N AS READ. FOAM FILLED FABRIC W'sTRIPPIN6 ^ SCHLECEL 15 p8 X 7" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3" 2/ VENT FDF. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SA1S IBA X10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRs P.H. SMS 17 W23211NG AS REQO, VENT & FIX. RAIL Y!'STRIPPINC - ULTRAFAB 18 Y123291NG AS READ. FRAME JAMB W'STRIPP7NG - ULTRAfAB 19 YIPHL-f00 2 BAFFLE. AT 3" FROM EACH END - M & M PLASTICS 20 Q6 % 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS REQO. GLAZING WEDGE S=PV OAIETER 70 SHORE 'A' 21.1 E54013 AS REQO. GLAZING WEDGE SOMETER 70 SHORE 'A' 21A 27-425 AS READ. GLAZING GASKET OMETER 80 SHORE 'A' 22 ES2007 4/ VENT ROLLER HOUSING GUIDE PLASTIC 23 ES2008 2/ VENT ROLLER BRA24 E$2005 2/ VENT ROLLER PIN S 25 - 1/ WEEP OPEN ••• • • • • ••• • • ••• • • • ••• • • CELL FOAM PAD X 3/4" X 1" LONG28-i/ VENT5/18" BOX SCREENTIONAL27E51505 FLUSH FRAME ADAPTER TIONAL TYPICAL ANCHORS SEE ELM. FOR SPACING M IMAil-DADE COUNTY APPROVED II Z / (MULLION & MULLION ANCHORS it T� a a Ed �. n I' SEE SEPARATE NOA 1 1 F m pp 11 Ed I I tl a. tl • - 11 1� a O N �(h4{ O 2 \ 2W(y >Q cf ALT. & g� TYPICAL ANCHORS SEE ELEV. FOR SPACING U. z J� znQ� N S N � Of" N 32 L N0 LJ N 12 © - % g$ 27 00* .. .. 0 ALT,so t a y : • • • • • • • • • • • f • • • • • En9f. JAVAD AHNIAD -a —T01V- . Ed - - .' i FU. PE 70592 0 complying rvIth the FbRK CA.N. 538 �� guiding Code puonurr tLtivts a • y Oo9W7Yh�gwi117111@$48Tit(A �� 4eezpinnec No128 • • • • • • • • • • • BuiidingCodo Erminn Oate�,i TYPICAL ANCH S • • • • • • • Accc VIII ONO p sEE ELEV. FO INC • • • • • • • gto 11��77 RYY� y drowin no. • i• • • • • • • • nttani 1aAeF..r : '. W03-75 • • • • • • •• • • • • • • ProlWot t ' _/F sheet 5 oT 9 ITEM PART � QUANTITY DRSCRIPT[ON MATERIAL MANE./SUPPLIBR/HBMARKS 1 ESI003 7 FRAME HEAD 8083 -TB - 2 ES200f 1 STD. FRAME SILL 6063-T6 ?A ES2012 1 HI -RISE FRAME SILL _ 8083-T6 - 3 ES2003 t FRAME JAMB 6063 -TB - 5 ES70D5 1/ VENT FIXED RAIL (5-2000) 6083 -TB - 5B ES1051 i/ VENT FIXED RAIL (5-2050) 8063-T8 - 8 CS10D4 f/ VENT STD. VENT MEETING RAIL (S-2000) 6063-T6 BA ES2004 1/ VENT H.D. VENT MEETING RAIL (5-2000) 6063-T8 BB ES1052 I/ VENT STD. VENT MEETING RAIL (5-2050) 6063-T8 T fiC ES1053 1/ VENT H.D. VENT MEETING RAIL (5-2050) BQ83-TB 7 ES1007 2/ VENT TOP AND BOTTOM RAIL 6063-T5 - 8 ES10D8 1/ VENT JAMB STILE 6063 -TS - 9 E3100B AS READ. GLAZING BEAD 6063 -TS - 9A ES1103 AS READ. SQUARE GLAZING BEAD {5/16_" GLASS) 8083-T5 - 9B ES1017 AS READ. SQUARE GLAZING BEAD (7j18" QIASS) 8083 -TS - 10 ES2002 1 SILL TRACK INSERT 6063-75 - 11 CS20t t AS READ, 57D. SILL RISER 8083 -TS 12 E51008 2/ VENT SPRING LOADED VENT LATCH 8083 -TB AT B" FROM ENDS 12A SL203_ 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 128 j8 X LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS tN SMS t3 tSI012 i/ LATCH VENT LATCH SPRING Si. STEEL 14 CiB251N AS READ. FOAM FILLED FABRIC W'sTRIPPIN6 ^ SCHLECEL 15 p8 X 7" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3" 2/ VENT FDF. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SA1S IBA X10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRs P.H. SMS 17 W23211NG AS REQO, VENT & FIX. RAIL Y!'STRIPPINC - ULTRAFAB 18 Y123291NG AS READ. FRAME JAMB W'STRIPP7NG - ULTRAfAB 19 YIPHL-f00 2 BAFFLE. AT 3" FROM EACH END - M & M PLASTICS 20 Q6 % 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES1010 AS REQO. GLAZING WEDGE S=PV OAIETER 70 SHORE 'A' 21.1 E54013 AS REQO. GLAZING WEDGE SOMETER 70 SHORE 'A' 21A 27-425 AS READ. GLAZING GASKET OMETER 80 SHORE 'A' 22 ES2007 4/ VENT ROLLER HOUSING GUIDE PLASTIC 23 ES2008 2/ VENT ROLLER BRA24 E$2005 2/ VENT ROLLER PIN S 25 - 1/ WEEP OPEN ••• • • • • ••• • • ••• • • • ••• • • 1/4" IAAX• VENT PAATH_ �4u SHIM D.L.O. © 12 .L.O. O 1/4' MAX. HEAVY TY O 13 STD. SHIMS 3 I f8 8 8A 1� 4L '7.o1BY t"'O'D BUCKu Mf IALSTRUCTURE IL 17TYPICAL ANCHORS0._..•.-_SCREEN OPT. __-^--� . o �SEE ELkV. ..-.._^-siiFOR SPACING DO5�D.L.o. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS ,XO LAYOUT SEE nEV. FOR SPACING OX OPPOSITE g� VENT tYIDTH } amm I/4" SHIM O 12 VENT WIDTH 1/4- MAX. ro MAX. 13 { I)) SHIMS $uiLL IBY > n WOOD BUC 3 18 8 WOOD RUCK N \20 0 W00 STRUCT RE I �—•—I Q CZ 3 1O N w� 8 TYPICAL ANCHORS �-----SCREEN OPT --� - �-- SCREEN OPT.^^-'--� SEE ELEV. cy FOR SPACING o k� Li W S EXTERIOR o WINDOW WIDTH XOX LAYOUT PI207YUCTRIMV HD ucmnplYtagwfthtAaFtdlfd8 O Aniiding Colo �qq Accoptonco No 7!. `Q � , � 1/4" MAX.. C TYPICAL ANCHORS Dx o c tv 2013 MIAMI -RADE COUNTY SEE EIEV. FOR SPACING SHIMS ALT. APPROVED MULLION Y m 2 SEE SEPARATE NOA Minim Redo PrO $Ct E q ••• ••e i s ••• 41 i ••• - 'i SERIES -2000 • • • • • • • I I . VENTS WfTH„SP•RIHG' LOADED LATCHES 4. • • • • • • • • •• _ • • • • • • • • • • • • I1 II — — EngR JAWWD NVAAD G I o CIVIL �' • FLA. PE 70$42 9tODUCIg vith the II 11 C.AN. SSB Ncnmptying whh the FlstitY4 I i Rnlding Code ,p <u�.. .�^ :- Itv I ".e • • • • • • • 1I W- _�Il `.- AceeP tanee No i'_ LTYPICAL ANCHORS • ••• • ••• _ ------ FxPmtlon Oe L SEE ELEV. FOR SPACING EL` � • • • • • • • • • • • • • • ' `` At xm�,, a Pr&Iud C n, �y, drowing no. • •• • • • • ••AOt9••FdDTH WINDOW WIDTH C� - W03-75 • • • • $hest 6 of 9 ••• • • • ••• • • MAX. M ! n , IMETAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING rn1 STTO. ----SCREEN OPT.I F ------ EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1/4' MAX. SHIMS ,o . WOOD 8UCK r. TYPICAL ANCHORS -SEE ELEV. .4v w FOR SPACING 4 d� HEAD TY Browing no. W03-75 [sheet 7 ofd ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• p--2.330 1.242- �L242 44 .71 813 J24 837 2 083 2.083- 083 � .082 .328 ALA-,062 .062 E b ,147 .930 1 p 1.130 '803 .050 F2.1� 4 �/ �7! M1.434 O.082 8 I GLAZING BEAD F o. .s3o� O7 Q - .837 1.250 7.250 O 8 ,613 Q .930 1.400 FRAME HEAD VENT TOP/BOTTOM RAIL 1.427 - 9A STD. MEETING RAIL STD, MEETING RAIL - © SERIES-2000 89 SERIES-2050 SQUARE GLAZING STOP 1.122 2.063 2.083 .078 .082 .062 `j 203 7.230 .9I 0 1.830 ,930 1'630 ,80b 050 t2 VENT LATCH .857 1.250 1'2� a Q ? h VVN Q Gy O a3 $ 3 Z yy ilk 8 1.149 .488 2.186 ..__� ,062 949 �6 -- - 1.250 .813 .9921 1.118 .813 �3 .062 TYP. 2.996 2.375 ® JAMB STILE 2.190 96 '�z �, H.D. MEETING RAIL N.D. MEETING RAIL '77j0 ,500 ® SERIES-2000 6C SERIES-2050 SQUARE GLAZING STOP �� 2.181 2.288 2.713 1.675'�� .994 1 n a y y, 4 J -2.130 2,330 Q2 STD. FRAME Sill .500 .062 2.392 92 2.555 1.678 ase I i 1.969-d .774 27 ( O �( T FLUSH FRAME ADAPTER 1 I 1.212 992 1.212 .882 ,osz .os2 1.230 1.250 $ to a to C Q h M Z J .o 3z � to N W vNi .992 1.116 082 TYP. .813 .983 Q FRAME JAMB FIXED RAIL FIXED RAIL O SERIES-2000 56 SERIES-2050 g $ .078 .078-.068 3.437 2.818 A .450 2.500 �g O i E$ .50 0 k----2.330T .048 •• ••• ! • • • • •• •� c Oe1cul.n RrD ® HI-RISE FRAME SILL 11 SILL RISER • • • • • • • • • • .168--I jam- 082 ,250 .31T2 • .328 • • • 424 .514'3 --- fig L_-._ • • • • • • • • En JAVgO.AyMAO • • • • • • • 9r1 Com- � RODUCP RUNE1VlE6Y .RYA PE Y 70592 ' MtODUCTRwNitSILO oilda C.0.N. 538 gU. 6 3 9.1dint Calealtfi the FIa�QY. Bull lYWB � • 'Q'�� Accrprouee No • • • • • • • �� t Gx��irndon Deh "I g� 1.098 ' I • I� 1.250 w • • • • 715 • zl • •• zTa OM11fon1 • a .��' • t • • • p (,7/.3 w • • t • ti y d Y' �'.� pde P1uduN.Cnu "s •• i • i r i• drowinq n0. W03-75 t0 SILL TRACK GLAZING WAGE • sckE 1:t • t; • • • • Mt eProduot Hiro ` sheet $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • 000!0• 0000• 0000! 0000•• • 0000•• • • • •••• 0000 • •. • • • • •0000• `2 a mW 08-27_03 roe 1 - � � HORIZ. SJMG WDW. (LN.1.) AL-FAROOQ CORPORATION a . • s no _ cn on E.S. WINDOWS, LLC ENGINEERS & PRODUCT OVAD.OPMENT 12SS S.W. 87 AVE f (A D o9.. I GDORAL REAW lIC SAY 4 dr. by. -Os' 5220 N.W. 72 AVE. MIAINi, FLORIDA 33174 V F14A11D E O6.?5.09 GEtaEw,l'MV*" v ,zoan ND CKkWM Mig ENEU MIAMI, FL 33166 TEL M5)2646=0 FAX (305)262E978 Cn ° d*. eY c K,a ,o u cunwcE txs sxEEr TEL (305) 624-7775 FAX (305) 624 �TI711 COMP—ANL\V/o3-75f MIAMI•DADE NIIANII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) -t+ivw.miamidade.eov/economv RC Rome Showcase, Ine. 2970 NW 75t" Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doetunentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiation date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I)", sheets 1 through 12 of 12, dated 03/01/04 with revision "G" dated 10/10/13, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000 0000.0 0000 000.00 LABELING: Each unit shall bear a permanent label with the manufacturer's name.QG logo, city, state, 0 series, and following statement: "Miami—Dade County Product Control Approved"i tries otherwiso, noted •' 00' • herein. 4.00 • 04 4••44 REVISION of this NOA shall be considered after a renewal application has been llisi'ad thort s•been " "' 00n'• •••0 no change in the applicable buildingcode negatively affectingthe performance of thls.l?uct. .' TERMINATION of this NOA will occur after the expiration date or if there has bcen a revision or +change • • • 0,0': 044400 in the materials, use, and/ or manufacture of the product or process. Misuse of this-lO4!$s an endorsement ; • • • of any product, for sales, advertising or any other purposes shall automatically termiiilite This NOVFAilure' to comply with any section of this NOA shall be cause for termination and removal of NOA. 0000 ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0922.06 and consists of this page 1 and evidence pages E-1, E-2, E-3, ErA and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ffl�IAMIRA�DNTY NOA No. 13-1112.10 , ,"-\ Expiration Date: July 29, 2019 Approval Date: December 26, 2013 LSF, F_ �.F Page i RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 11-0922.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 12 of 12, dated 03/01/04 with revision "G" dated 10/10/13, prepared by Al- Faroocl Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202---94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ;...;. 5) Cyclic Wind Pressure Loading per FBC, TABS 20 -94 ' 09 6) Kinetic Energy Drop Load Test (400 Ft. Lbs• Lpj: NS> 7**0*•7*.4 ... along with marked -up drawings and installation diagram of aa.Sutswing aluminum Casement window, prepared by Fenestration Testing Laboratory,- One„ TesfiRppoll No: • FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzaldl,'P. E. (Subinitted under previous NOA No. 10--0426.09) • • .... ... ...... 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94...... .' 2) Uniform Static Air Pressure Test, Loading per VE;C, T,;S 2J2-94 .... • 3) Water Resistance Test, per FBC, TAS 20244 :....: 4) Forced Entry Test, per FBC 2411.3.2.1 and `fAS 202-94 : along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI43-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P. E. (Sttb►nitted under previous NOA No. 06-1130.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 06-1130.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 06-4130.01) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad, P. E. ; • • • ; • (Submitted under previous NOA No. 11-0922.06) 2. Glazing complies with ASTM E1300-04 • • • • • • • ...... .... ...... D. QUALITY ASSURANCE • • • • • • • 1. Miami—Dade Department of Regulatory and Economic ResourcdVMER). ' •"• 60.66• •• • 6666• •6 66 60 • ••666• E. MATERIAL CERTIFICATIONS 6 6 6 6 6• 6 .' 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Ce., Inc• • 66: for their "DuPont Butacite® PVB Interlayer" dated 04/11/13; expt4ng A 12/11/16.:.... 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &M, Inc.' for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01114/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al—Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Floiida Department of State, Division of Corporation, Sunbizdoetit,neAt dated 10/11/13. Jaime D. Gascon Product Control Section Supervisor NOA No. 13-1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0922.06) 8. Laboratory compliance letters for Test Report No. FTL --5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 10-0426.09) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. (Submitted under previous NOA No. 10-0426.09) 10. Laboratory compliance letters for Test Reports No.'s HETI-03-1346, dated 09416/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/1 T/0V j1ET1rd *1859, • • • •; - dated 01116/04, HET143-1350, dated 10/14/03 and HETI-03-1344; dated*M/12/03, '. issued by Hurricane Engineering & Testing, Inc., all signed a44 �Faed b litael E. • • • • • • Droz-Seda, P. E. • •"• (Submitted tinder previous NOA No. 46-1130.01) • • • • • • • 00:0 • • • • . . . . .. .. •• • •...•• G. OTHERS ...... . • 1. Notice of Acceptance No. I1-0922.06, issued to R.C. Alumiam 1ralustri es, Ipc. for • , • , ; • their Series "CMI00 Outswing Aluminum Casement Window �,.M.I.'t; approved • • • • on 10/27/11 and expiring on 07/29/14. • • • 0900 • 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transriilfance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13---1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 E--3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked—up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator—In Responsible --Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked—up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice—President Engineering & Quality Person—In—Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated- 0 03,22/10, 000.. certifying that the extruded aluminum products contained; 300. recycled scrape • • • : • material, signed by Henry Kronfle, Vice—President. .._ 0000 6 0000.. 0900 0096.6 066690 . . 000.. 0 0000 .. 0 0000 0 96 0000. 0000.. 00 0 0000. 0000 ... 0000.. 0000.. 0000.. .. 0000.. .. 6996 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the propose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control. GA -RECYCLED CONTENT / Bi" ASED MATERIAL / RAPIDLY RENENVA131,E MATERIAL Component Name _% Recycled % Recycled at Disposal % Bio—based % Renewable Material Content at Manus: Material 1. Window Aluminum1 30% 100% N/A N/A G.8 — U-FtiCTOR THERAIA ..TRANSivurrANGE) Btu/ G.9.. SHGC-FACTOR SOLARHEAT-GAIN COEFFIGiFNT BTuh&;FT VT --Timm LIGHT. TRAxna,111TANCE AT NOPUNIAL INCIDENCE GR —CONDENSATION RESISTANCE . .. �# Test Report#: Product Number Glazing Components; G.8: U --Factor G.9: SHGC VT CR 90% Argon Base line Product 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 — — — — 0.62 0.19 0.19 17 l. Bronze Tint Glass 001 5/32 CLR 240#2—SS D_ARG_BRZ-1/8_090 PVB 1/8 ^_240#2--SS—D 0.62 0.19 0.19 17 2. NCTL 002 5/32 CLR ARG CLR-1/8_090 PVB 1/8 0.62 0.20 0.25 17 3. 110-12450-1 003 5/32 CLR 240#2—SS—D ARGGRN -1/8 090 PVB I/8 0.62 0.19 0. 17• . . 004 5/32 CLR 240#2--SS—D ARG GRY 1/8 090 PVB 1/8 062 0.i9 ...... F4. ..... Le end Abbreviations: Description: • SS—D Desiccant—Filled Stainless Steel Spacer ..... 2402 .... ...... ARG 90% Argon 9 . PVB 0.090" Poly Vinyl Butryal (PVD) interlayer CLR Clear Glass • BRZ Bronze Tint Glass • GRN Green Tint Glass GRY Gray Tint Glass .. . .. ..... . ... .. . ..... . . .. .. . ...... G.LO - C—FACTOR THERMAL COND[7CTANCE BTU/ HR: hT -- T+ Component Name Ki --value 1. Whole Window 1.94 _ Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 G-1 Le end Abbreviations: Description: • SS—D Desiccant—Filled Stainless Steel Spacer • 2402 Cardinal Low E 240 @ #2 Surface Typical • ARG 90% Argon 9 . PVB 0.090" Poly Vinyl Butryal (PVD) interlayer CLR Clear Glass • BRZ Bronze Tint Glass • GRN Green Tint Glass GRY Gray Tint Glass G.LO - C—FACTOR THERMAL COND[7CTANCE BTU/ HR: hT -- T+ Component Name Ki --value 1. Whole Window 1.94 _ Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.10 Expiration Date: July 29, 2019 Approval Date: December 26, 2013 G-1 CMI00 OPERATING/FIXED ALUMINUM CASEMENT WINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 3. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 4 & 5. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. APPROVAL APPLIES TO SINGLE VENT WINDOWS 11111 OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. ALSO TOP AND BOTTOM COMBINATIONS OF FIXED / • • • • AND CASEMENT WINDOWS USING STACKING / • • • • HEAD/SILL WITHOUT MULLION.L J \ ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT/FIXED, CASEMENT/CASEMENT Fl • s OR WiITH OTHER WINDOW TYPES IN ` z MODULES OF TWO OR MORE WINDOWS 11 -1 fill ' 11 11 \ USING APPROVED MULLIONS. 16 RATING OF FIXED WINDOWS UNDER SEPARATE NOA •• • • • •• 000$$ • • • • Mb . • • • .2 �' o „ •• i LLINN CkPAQIY •oSi c u a 9 • • • FOR 111! OPTION• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. u LL a • • • SHE SEPAMTE • MULLION NDA s SHUTTERS ARE NOT REQUIRED. • • •• Engr. JAVAD AHWD CML FLA. PE 1 70592 • • • • C.A.N. o •"N>.� / • • • PRODUCT!ffiNBWBU 1538 ' � • • • I withfbe Flarldu g a o � • • • • 8uildinB Coda .{ 1.V �,1 f • •\ • • • • Acceptmue Ao ••4� ~ y ��,�y i o 't t f • • I3xpirude�L O➢te G-`'' /7 �il •� L. J [.� E• Browing nO. W04-16 Miami DadePlodugl haat i „r�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. 8 5/8" MAX. HEAD/SILL CORNERS SINGLE VENT WGW_ I 74" MAX. WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH VENT WIDTH j FALSE MU USNS 30 1/8" MAX. 30 1/8" MAX. ' N z MAY BE USED D.L. OPG. D.L. OPG. N z \�U / -F, \amu II �I IMPOST ; \ 0 P� it li l 8 5/8" MAX. 3" 116" ONE OR TWO ANCHORS HEAD/SILL AT EACH SIDE OF IMPOST CORNERS DUAL VENT WDW. SEE CHART SHEET 3 37" MAX. [-,WINDOW WIDTH ADDL. ANCHOR WINDOW WIDTH ONE OR TWO ANCHORS / 35 3/8" MAX. SEE CHART ON SHEET 3 VENT WIDTH VENT WIDTH FOR CAPACITY 30 1/8" MAX. kk • • •• D.L. OPG. D.L. OPG. FA FAFPE CAN. 538. S / \ 1 PRODVCP RENEWED as eomplying wi 16e FI0 0', ° '� II - Browing no. W04-16 Duildin8 Acceptwlce No. �.,, sxp yx _ �fZ ('(''7li ?013 Munni Dnde Product Con1ro1 sheet 2 of � Q A{ULLION ' n3n w \i``IlI II 11 �I I I S I I I n 8 5/8" MAX. HEAD/SILL CORNERS SINGLE VENT WGW_ I 74" MAX. WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH VENT WIDTH j FALSE MU USNS 30 1/8" MAX. 30 1/8" MAX. ' N z MAY BE USED D.L. OPG. D.L. OPG. N z \�U / -F, \amu II �I IMPOST ; \ 0 P� it li l 8 5/8" MAX. 3" 116" ONE OR TWO ANCHORS HEAD/SILL AT EACH SIDE OF IMPOST CORNERS DUAL VENT WDW. SEE CHART SHEET 3 37" MAX. [-,WINDOW WIDTH 37" MAX. 37" MAX. ADDL. ANCHOR WINDOW WIDTH ONE OR TWO ANCHORS AS REDD. 35 3/8" MAX. SEE CHART ON SHEET 3 VENT WIDTH VENT WIDTH FOR CAPACITY 30 1/8" MAX. • • • • •• D.L. OPG. D.L. OPG. FA FAFPE CAN. 538. S / \ 1 PRODVCP RENEWED as eomplying wi 16e FI0 0', ° Browing no. W04-16 Duildin8 Acceptwlce No. �.,, sxp yx _ �fZ ('(''7li ?013 Munni Dnde Product Con1ro1 sheet 2 of � Q 37" MAX. 37" MAX. Oft 0 z_�= P W a o v a� L g� h del a.08 0ILRa A � K .0 QWNF 1 �J i a oa o .. Z 3 n Ww w aZ U \POINTS4CHAS O HEAD/BILI CORNERS SIDE BY SIDE WDWS. ON SHEET 2 WINDOW WIDTH WINDOW WIDTH ONE OR TWO ANCHORS 35 3/8" MAX. 35 3/8" MAX. AT EACH SIDE OF MULLION SEE CHART SHEET 3 VENT WIDTH VENT WIDTH 30 1/8" MAX. 30 1/8" MAX. D.L. OPG. D.L. OPG. FA FAFPE CAN. 538. S / \ 1 PRODVCP RENEWED as eomplying wi 16e FI0 0', ° Browing no. W04-16 Duildin8 Acceptwlce No. �.,, sxp yx _ �fZ ('(''7li ?013 Munni Dnde Product Con1ro1 sheet 2 of � Q A{ULLION w I I S I I I 1-r�— it �,\ F \ \ f 8 5/8" MAX. Z" LOCKING SEE Oft 0 z_�= P W a o v a� L g� h del a.08 0ILRa A � K .0 QWNF 1 �J i a oa o .. Z 3 n Ww w aZ U \POINTS4CHAS O HEAD/BILI CORNERS SIDE BY SIDE WDWS. ON SHEET 2 ? Z = = N n ^ fn ONE OR TWO ANCHORS � W n AT EACH SIDE OF MULLION SEE CHART SHEET 3 a O Z O M o _j U Q N m 3L • u i DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER LJ�cI"I""'I"I") CHARTS SHOWN ON SHEET 3. Eng,: JAVAD AHMUO FLANGE FRAME CIVIL i70591 I' » FA FAFPE CAN. 538. S u PRODVCP RENEWED as eomplying wi 16e FI0 0', ° Browing no. W04-16 Duildin8 Acceptwlce No. �.,, sxp yx _ �fZ ('(''7li ?013 Munni Dnde Product Con1ro1 sheet 2 of � Q DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT WINDOWS WOW. HEIGHT WINDOW DIMS. GLASS TYPES 'A' & 'B' 1 X 3 X 1/8" MULLION 1%01/8" MULL ONE ANCHOR TWO ANCHORS Tire ANCHORS AT EACH SIDE AT EACH SIDE AT EACH SIDE WIDTH (W) HEIGHT (H) EXT,(+) INT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8' 24" 26-1/2' 30•38-3/8' 37" 42' 48" 53-1/8" 4 3 80.0 80.0 80.0 80.0 80.0- 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8-00--89--o- 80.0 73.S 80.0 80.0 66.4 80.0 80.0 19-1/8' 24" 26-1/2' 30" 37" 42" 48' 53-1/8• 48" 1 80.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0--- 80.0 -- 80.0 80.0 80.0 76.2 80.0 80.0 67.1 80.0 80.0 58.8 80.0 80.0 53.1 80.0 80.0 19-1/8• 24" 26-1/2' 30' 37" 42" 48" 53-1/8' 50-5/8" 80.080.0 68.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 --- 80.0 72.3 80.0 80.0 63.7 80.0 80.0 55.7 80.0 --- 801-- 50.3 80.0 80.0 19-1/8' 24' 26-1/2' 30" 37" 42" 60' 80.0 80.0 80.0 80.0 80.0 80.0 80.0__ 80.0 _80.0 _ 75.2 80.0 J80.0 61.0 80.0 80,0 53.7 80.0 80.0 19-1/8• 24' 26-1/2' 30' 37" 42' 83 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.6 58.1 80.0 80.0 51.2 80.0 80.0 19-1/8' 24' 26-1/2" 30• 37" 66' 80.0 80.0 80.0 80.0 80.0 80.0 77.4 80.0 80.0 68.4 80.0 80.0 55.4 80.0 1 80.0 19-1/8" 24" 26-1/2" 30' 37" 72' 80.0 80.0 50.0 78.3 80.0 80.0 70.9 80.0 80.0 62.7 80.0 80.0 50.8 72.8 80.0 19-1/8' 24" 26-1/2" 30' 37' 74-1/4' 80.0_ 80.0 80.0 _ 76.0 80.0 80.0 68,8 80.0 80.0 _ _ 60.8 78.4 80.0 49.3 65.9 80.0 OPTIONAL M)J).LION [_ONE OR TWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENTWINDOW FOR FIX. WOW. RATING SEE SEPARATE NOA NO. OF NO. OF WOW. HEIGHT KEEPERS HINGES UPTO AT SASH AT SASH 29-1 4" 2 2 42" 3 2 44-1/4" _ 3 3 59-1/4" 4 3 74-1/4" 5 3 DESIGN LOAD CAPACITY - PSF DUAL VENT WINDOWS WINDOW DIMS. GLASS TYPES 'A" & 'B' ONE ANCHOR TWO ANCHORS AT EACH SIDE AT EACH SIDE WIDTH (W) HEIGHT (H) EXT.(+) EXT.(4) INT.(-) INT.(-) 37' 48• 53-1/8" 60" 72' 74• 84" 96' 106-1/4" 38-3/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _ 80.0 80.0-- 73.5 80.0 66.4 80.0 37' 48• 53-1/8" 60" 72• 74' 84" 96' 106-1/4• 50-5/8•r-5�5 80.0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 _ 80.0 80.0 80.0 37' 60.0 37• 48' 53-1/8' 60" 72" 74" 84" 60• 80.0 80.0 80.0 SOO 80.0 80.0 75.2 80.0_ 62.7 80.0 61.0 80.0 53.7 80.0 37' 48• 53-1/8' 60' 72' 74' 84' 63" 80.0 80.0 80.0 80.0 80.0 80.0 71.6 80.0 59.7 80.0 58.1 80.0 51.2 80.0 37• 48" 53-1/8• 60 72' 74" 66 80.0 80.0 wo 80.0 77.2 80.0 68.4 80.0 57.0 80.0 55.4 80.0 37'80.0 48' S3 -y8• • 60 • 79 • 7r • • • • 80.0 78.8 80.0 _ 70.8 80.0 62.7 80.0 52.2 80.0 MGrL U W ONE OR TWO ANCHORS AT EACH SIDE DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS GLASS TYPE; WINDOW DIMS. A' & 'B' WIDTH (W) HEIGHT (H) EXT.(+) "Ir.(-) 19-1/8" 80.0 24" 80.0 26-1/2' 80.0 30• 48• 80.0 37• �I:o 42" 80.0 48• 80.0 53-1/8' 1 $0.0- 19 - 1/8' 0.019-1/8" BOA 24' 80.0 26-1/2• 80.0 _- 30' 80.0 37 50-5/8' " 80.0 42" 80.0 48' 80.0 53-1/8" 175.5 19-1/8" 80.0 24' 80.0 26-1/2' SO.0 30' 60" 80 0 37' 80.0 42" 80.0 19-1/8• 80.0 24' B0.0 26-1/2" 63• B0.0 30• 80.0 37' 80.0 42' 80.0 19-1/8• 80.0 24' 80.0 26-i/2' 86' 80.0 30' 80.0 19-1/8" N0. OF N0. OF WOW. HEIGHT KEEPERS HINGES UPTO AT SASH AT SASH 42" 2_ 2 74-1 4" 3 3 DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS GLASS TYPE; WINDOW DIMS. A' & 'B' WIDTH (W) HEIGHT (H) EXT.(+) "Ir.(-) 19-1/8" 80.0 24" 80.0 26-1/2' 80.0 30• 48• 80.0 37• �I:o 42" 80.0 48• 80.0 53-1/8' 1 $0.0- 19 - 1/8' 0.019-1/8" BOA 24' 80.0 26-1/2• 80.0 _- 30' 80.0 37 50-5/8' " 80.0 42" 80.0 48' 80.0 53-1/8" 175.5 19-1/8" 80.0 24' 80.0 26-1/2' SO.0 30' 60" 80 0 37' 80.0 42" 80.0 19-1/8• 80.0 24' B0.0 26-1/2" 63• B0.0 30• 80.0 37' 80.0 42' 80.0 19-1/8• 80.0 24' 80.0 26-i/2' 86' 80.0 30' 80.0 19-1/8" 48• 80.0 24• BO.D 80.0 26-1/2" 72" 80.0 30• 80.0 37' mplyiug with tOe Florida 80.0 19-1/8' • ••• • • • • • f 6U" • 72' 0 24' 60.8 50.6 26-1/2" 74-1/4• N80.0 30" • 7 . 37' SO.Q * LOAD WITH ADDL. ANCHOR AT FRAME JAMB • • • • • • • • • • ••• • • • ••• • • 48• I f 76.0 BO.D DUCT'RSNBVVED 42" - 2 Engr: JAVAD AHMAO 74-1/4" 3 53CIVIL -1/8• 68.6 80.0 py mplyiug with tOe Florida FIA. PE / 70592 • ••• • • • • • f 6U" • 72' 0 • 60.8 50.6 80.0 80.0 pfmtc�e NO. Odra: F$1 a 1 N C.A.M.3538 • • • • • • NOTE: • • • • • • • 7 . • • 49.3 SO.Q a GLASS CAPICITIEttN THISP HEET•ARL• • • •• • • irDamiD6deProdOc1C°m ,., ,� ANDFLORIDAASTM AIN GCO MI sEN`cusTs) AND FRBUILDING COMMISSION FLANGE FRAME WINDOWS f� DECLARATORY STATEMENT DCA05-DEC-219 r • • • • • • • • • • ••• • • • ••• • • NO. OF IN I f HINGES UPTO AT SASH_ AT SASH 42" - 2 2 74-1/4" 3 3 \\\ L 0b a " n Odra: F$1 a 1 N zyg Jc�mg �( HE \ p \ O \ \ 3 W w VI w g Q LU Uw 0Q N 7 W _JI N m N M •Nlo Imo- z W n M rn " 23 O ¢ V U -r <Y cq \it Z fold F, la N NO. OF NO. OF WOW. HEIGHT' KEEPERS HINGES UPTO AT SASH_ AT SASH 42" - 2 2 74-1/4" 3 3 Io I o I 9 X r4 drawing no. W04-16 35 3/8" MAX. WINDOW WIDTH 35 3/8' MAX. 35 3/8' MAX. 35 3/8" MAX. to w F VENT WIDTH 30 1 /8" MAX. 30 1/8" MAX. Z 0 AAY BE USED D.L. OPG. D.L. OPG.. Al N v \ F o / n \ 1 II 9u v K N 2 t 1-4 = ill ;H} Miami T)ndc Pmduci Con w- In I A+ULUON N 1 / N x, \3 \ \��3: O M O \� \ n I S I l 3 d j I I``II 1 I / it I� y S I .Cxa / B1 \ In I I xxP / a \ E I I 5 3/4' MAX. 8 1/2"MAX. •• HEAD/SILL HEAD/SILL Z CORNERS SINGLE VENT WDW. 2 • 37" MAX. • • • WINDOW WIDTH I I ( I CORNERS ONE OR TWO ANCHORS AT EACH SIDE OF IMPOST DUAL VENT WDW. SEE CHART SHEET 5 WINDOW WIDTH WINDOW WIDTH 35 3/8' MAX. 35 3/8' MAX. 35 3/8" MAX. VENT WIDTH VENT WIDTH ,LSE MUNTINS 30 1/8" MAX. 30 1/8" MAX. AAY BE USED -',L OPG. D.L. OPG.. D.L. OPG. Al / \ F o O g n \ 1 II 9u v K N 2 t drowing no. ill ;H} Miami T)ndc Pmduci Con w- A+ULUON N 1 / N IydPOST O \� \ n I S I l d j I I / F y S .Cxa / 1 I In I I xxP / a � \ E I I I i •• 000\1 • • • • •• Z (a 2 • • {\ • • d • • • 5 3/4' MAX. i6" /0 M CORNERS ONE OR TWO ANCHORS AT EACH SIDE OF IMPOST DUAL VENT WDW. SEE CHART SHEET 5 37" MAX. 37' MAX. t ■ c WINDOW WIDTH WINDOW WIDTH SIDE 35 3/8" MAX. 35 3/8" MAX. ONE OR TWO ANCHORS VENT WIDTH VENT WIDTH AT EACH SIDE OF MULLION SHEET 30 1/8" MAX. 30 1/8' MAX. SEE CHART 5 D.L. OPG. D.L. OPG. rpBNED CAN. 3538 PRODUCt%YAOT o O g lhe plodda arnmplying - Building Code �,, .,yt Acceptanto--r,,,t.�• 9u v K N 2 t drowing no. ;H} Miami T)ndc Pmduci Con w- A+ULUON N 1 / N N O I S I n I S I I II II I / F y S .Cxa / In Z xxP / a � \ E •• 000\1 • • • • •• Z (a 2 • • {\ • • d • • • M Z \ ' i • • • a • `••• n \ o •• _ (• ••• \ • 1 _ _ • i� • • { • \ E • • • • • • • •• • 8 1/2"MAX. HEAD/SILL • • • 1/2"MAX. Z:iz 5 3/4"MAX. 5 3/4' MAX. 8 HEAD/SILL--- HEAD/SILL HEAD/SILL CORNERS CORNFRI • • S.&O • •-- • •• • • • • • • :00.: 37" MAX. 37' MAX. t ■ c u c Z • 3 n 0 IsI a ' 0 O C 0; 0 QA 8 0 n � � N a oa z z w 3 W W C wQ Z :x- 6 6w POINTS N �E Q HEAD SILL SEE CHARTS CORNERS BY SIDE WDWS. ON SHEET 5 WINDOW WIDTH WINDOW WIDTH SIDE 35 3/8" MAX. 35 3/8" MAX. ONE OR TWO ANCHORS VENT WIDTH VENT WIDTH AT EACH SIDE OF MULLION SHEET 30 1/8" MAX. 30 1/8' MAX. SEE CHART 5 D.L. OPG. D.L. OPG. rpBNED CAN. 3538 PRODUCt%YAOT o O g lhe plodda arnmplying - Building Code �,, .,yt Acceptanto--r,,,t.�• 9u v K N 2 t drowing no. ;H} Miami T)ndc Pmduci Con w- A+ULUON 1 N O I S I n I S I I II II I � \ E 5 3/4" MAX. _�' LOCKING u c Z • 3 n 0 IsI a ' 0 O C 0; 0 QA 8 0 n � � N a oa z z w 3 W W C wQ Z :x- 6 6w POINTS N �E Q HEAD SILL SEE CHARTS CORNERS BY SIDE WDWS. ON SHEET 5 O = N a V) SIDE ? u~7 M e ^ ONE OR TWO ANCHORS Z O N W O1 n 2 AT EACH SIDE OF MULLION SHEET ¢ -� 0 Z SEE CHART 5 rpBNED CAN. 3538 PRODUCt%YAOT o O g lhe plodda arnmplying - Building Code �,, .,yt Acceptanto--r,,,t.�• 9u v K N 2 0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 5. Eng,; JAVAO AHIM FLUSH FRAME WINDOWS CML FiA,PE Y 70592 g c o .N rpBNED CAN. 3538 PRODUCt%YAOT u lhe plodda arnmplying - Building Code �,, .,yt Acceptanto--r,,,t.�• 9u 8 oij t drowing no. LW04-16 Miami T)ndc Pmduci Con w- DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT WINDOWS WINDOW DIMS. WINDOW DIMS. GLASS TYPES 'K & IS, 1 X 3 X I/8" MULLION IX4XI/6" MULL ONE ANCHOR TWO ANCHORS TWO ANCHORS AT EACH SIDE AT EACH SIDE AT EACH SIDE WIDTH (W) HEIGHT (H) EXT.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8' 24' 26-1/2" 30•38-3/8" 37" 42' 48' 53-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 19-7/8' 24" 26-1/2' 30" 37" 42" 48° 53-1/8• 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 F 80.0 80.0 80.0 19-1/8 24' 26-1/2' 30'50-5/8° 37' 42• 48" 53-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0___ 80.0 80.0 80.0 80.0 80.0 80.0 78.7 80.0 80.0 76.6 80.0 80.0 76.4 80.0 80.0 19-1/8" 24" 26-i/2' SO' 37' 42" 60" 80.0 80.0 80.0 80.0 60.0 80.0 79.0 80.0 80.0 72.5__ 80.0 80.0 63.8 80.0 80.0. 59.8 80.0 80.0 19-1/8'80.0 24' 26-1/2* 30" 37" 42' 63" 80.0 _ 80.0 80.0 80.0 80.0 74.3 80.0 80.0 68.0 80.0 80.0 59.5 60.0 80.0 55.5 80.0 80.0 19-1/8' 24" 26-1/2" 30" 37" 66" 80.0 80.0 80.0 75.6 80.0 80.0 70.0 80.0 80.0 64.0 80.0 80.0 55.7 80.0 BOD 19-1/8' 24' 26-1/2• 30" 37' 72° 1 80.0 80.0 8. 68.0 80.0 80.0 • 62.9 80.0 8. 57.3 80.0 80.0 _ 49.5 1 80.0 80.0 19-1/8" 24" 26-1/2' 30• 37" 74-1/4' 79.1 80.0 • 80.0 • • 65.5 80.0 • 80.0 • _ _ 60.6 80.0 8 0 55.1 8010 800 • 47.5 73.4 8 0 DIRECTION OF VENTOPNG. OPTIONAL W w H1 x MO -LION. MULLION ONE OR TWO ANCHORS AT EACH SIDE /'O�-R� ED WINDOW CASEMENT WINDOW FOR FIX. WOW. RATING SEE SEPARATE NOA YIDW. HEIGHT N0. OF NO. OF UPTO KEEPERS HINGES AT SASH AT SASH _29-1/1"_ 2 _ 2 42' 3 2 44-1/4" 3 3 59-1/4" 4 3 74-1/4" 5 3 0,0 • •• • • • • • •• • • • • ••• • • • • • • • • • ••• •• • • • •• • • • • • • • 1 • • • t NeTE:• • •• . . • , • GLAS7 CAPAOTHE' ON TINS :HEET4 BASED dN ASTM E1300-09 (3 SN AND FLORIDA BUILDING COMMISSIO DECLARATORY STATEMENT OCA05-C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DUAL VENT WINDOWS CLASS TYPES 'A' & 'B' ONE ANCHOR TWO ANCHOR WINDOW DIMS. AT EACH SIDE AT EACH SID WIDTH (W) HEIGHT (H, 37' 48' 53-1/8- 60' 72' 38-3/8" 74" 84' 96" 106-1/4" 37" 48" 53-1/8" 60" 72" 50-5/8' 74' 84" 96• 106-1/4" 37" 48" 53-1/8" 60" 60' 72' 74• 84' 37' 48' 53-1/8- 6o. 63" 72' 74' 84" 37" 48' 53-1/8" 68" 60" 72' 74' 37' 48' 53-i/8' 72" 60' 72' 74" 37" 48' 53-1/8" 74-i/4' i • 60" 72" 74' ,AIRE GUSTS) J £C-219 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80_0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 N0. OF N0. OF WOW. HEIGHT KEEPERS HINGES UPTo AT SASH AT SASH 42" 2 1 2 74-1 4" 3 3 80.0 80.0 RODU-ltENBWBD a comPIYiDB x4U11be Piorida 80.0 uilding Cad. 80.0 DCOP1811fe No 80.0 DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS WINDOW DIMS. GLASS TYPES 'A' & 'B' WIDTH (W) HEIGHT (H) EXT.(+) 19-1/e' 24' 26-1/2' 30" 37" 42" 48' 53-1/8' 49" 80.0 80.0 80.0 80.0 - 80.0 80.0 80.0 80.0 19-1/8' 24" 26-1/2" 30'80.0 37' 42' 48' 53-1/8" 50-5/8' 80.0 _ 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 24' 26-1/2• 30° 37' 42' �• -80.0 80.0 80.0 -_80.0 80.0 80.0 19-1/8' 24° 26-1/2' 30" 37" 42' 83' BO.0 80.0 _-80.0 80.0 80.0 E. 19-1/8" 24" 26-1/2" 30" 37' 66' 80.0 80.0 80.0 80.0 80.0 19-1/8• 24" 26-1/2' 30' 37" 72" 80.0 80.0 80.0 BO.O 80.0 19-i/8' 24" 26-1/2' 30' 37" 74-1/4" 80.0 80.0 80.0 80.0 80.0 Mimnl Dade Product Control FLUSH FRAME WINDOWS CML FLA PEP 70592 CAN. 38 v r I I I \ V 0 / Z W J / Fw< a x i \ C3 o a .1 Oo Jif / _ m / � J N \ o \ z m \ \ 3 w ^ If � w c3 Q Z U 3 a O=N a = N CMN I I ZEn W M �ii J / 1 J¢ 0 0 L v = O r- N L \ � 2 \ M � u N 'm NO, OF WOW. HEIGHT KEEPERS N0. OF HINGES UPTO AT SASH AT SASH _ 42" 2 d 74-1/4' 3 3 i o o I O drawing no. 1 W04-16 /8" HEAT. STREWD GLASS. .090" INTERLAYER BUTACITE PVB BY 'DUPONT' OR .090" INTERLAYER SENTRYGLAS BY 'DUPONT' I/e HEAT SIREN'O CLASS z SILICONE COW CORNING 795 e J 795 ITEM NO. VENT QUANTITY FIX. LITE MATERIAL GLASS TYPE 'A' 1 1/8" HEAT STREN'D GLASS FRAME JAMB 6063-T6 -OR _ 2 CMIOO-002 2/ WOW 5/32" TEMP. GLASS 6063-T6 • 3 1/4" AIR SPACE AS READ. FRAME JAMB (FIX.) 6063-T6 1/8" HEAT STREWD GLASS 4 CM100-008 AS REQD. .090" INTERLAYER 6063-T6 FOR FIXED WINDOW 5 BUTACRE PVB BY 'DUPONT' AS REQD. JAMB ANCHOR CLIP 6063-T6 OR 15- CM100-013 AS REQD. .090" INTERLAYER 6005-T5 INSTALLED WITH (3) #10 X 3/8" MS 7 SENTRYGLAS BY 'DUPONT' AS REQD. FRAME HINGE 6005-T5 1/8" HEAT STREWD GLASS 8 CMICO-015 AS REQD. FRAME HEAD/SILL (F)X.) 6063-T6 FOR FIXED WINDOW z m SILICONE z in 6063-T6 SILICONE 10 u, DOW CORNING 795 Lv�n 6063-T6 _ DOW CORNING 795 11 CMIOG-018 24 3 6063-16 FOR FIXED WINDOW _ 12 \ 4/ WOW 12 � U FOR FIXED WINDOW 13 CMIOO-032 AS REQD. VERTICAL IMPOST 6063-T6 - 14 CMIQO-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063-16 15 CMIOO-022 O ANCHOR ARM OPERATOR _ 6063-T6 - _ 16 _ - o SCREENS ALUMINUM OPTIONAL — CM 100-026 4 VENT FRAME 6063-T6_ n nn 20 ITEM NO. PART NUMBER QUANTITY I DESCRIPTION MATERIAL MANF./SUPLIER/REMARKS 1 CM100-001 2/ WOW FRAME JAMB 6063-T6 - _ 2 CMIOO-002 2/ WOW FRAME HEAD AND SILL 6063-T6 • 3 CM100-007 AS READ. FRAME JAMB (FIX.) 6063-T6 FOR FIXED WINDOW 4 CM100-008 AS REQD. HORIZ. IMPOST 6063-T6 FOR FIXED WINDOW 5 CMiOO-012 AS REQD. JAMB ANCHOR CLIP 6063-T6 IN ORDER TO QUALIFY FOR SMALL* MISSILE AMPACT RAVING • • • 15- CM100-013 AS REQD. VENT HINGE 6005-T5 INSTALLED WITH (3) #10 X 3/8" MS 7 CM100-014 AS REQD. FRAME HINGE 6005-T5 INSTALLED WITH (2) J10 X 3/8" MS 8 CMICO-015 AS REQD. FRAME HEAD/SILL (F)X.) 6063-T6 FOR FIXED WINDOW 9 CMI00-016 4/ WOW GLAZING BEAD (WA. GLASS) 6063-T6 FOR FIXED WINDOW 10 CMIOO-017 4/ WOW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 _ FOR FIXED WINDOW 11 CMIOG-018 4/ WOW SNAP COVER (LM1. GLASS) 6063-16 FOR FIXED WINDOW _ 12 CM100-019 4/ WOW SNAP COVER (W,4. INSUL. CLASS) _ 6063-T6 FOR FIXED WINDOW 13 CMIOO-032 AS REQD. VERTICAL IMPOST 6063-T6 - 14 CMIQO-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063-16 15 CMIOO-022 - ANCHOR ARM OPERATOR _ 6063-T6 - _ 16 _ - AS REQD. SCREENS ALUMINUM OPTIONAL 19 CM 100-026 4 VENT FRAME 6063-T6_ ._ - 20 CMIOO-027 1/ CORNER CORNER LOCK 6063-T6 - 21 V-033 AS RECO. TREMCO TR -5804N SPONGE NEOPRENE - P-049 AS REQD. GLAZING INSERT RIGID PVC MELTPOINT _ _22 23 V-055 AS REQD. VINYL FOR LAM. INSUL. GLASS - VENT PVC DUROMETER 75±5 SHORE A 24V-0_5_9 AS REQD. VINYL FOR LAM. & LAM. INSUL. GLASS (FIX.) PVC MELTPOINT, DUROMENER 75±5 SHORE A 25 AS REQD. 3/16" X 3/8" X 4" I.G. SETTING BLOCK EPDM DUROMETER 80±5 SHORE 26 AS REQD. i/8" X 1/2" SINGLE FACE TAPE _A___ 27 P-025 - PLASTIC CAM M & M NYLON - 30 CD25 & CD35 - SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 _ 32 LBOS-6645 - 3 POINT LOCK ASSEMBLY - ROTO HARDWARE SYSTEMS 33 GT553 - GUIDE HOUSING - ATTACHED W/ (3) d8 X 3/4" SMS 34 GSOOI - STRIKER _ _ _ - ATTACHED W/ (3) #8 X 1/2" SMS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHIL. SMS 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS ST. STEEL FR PHIL. SMS #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHIL. SMS __37 �38 X10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL. SMS 39 CM 100-032 AS REQD. FLUSH ADAPTER HEAD/SILL 6063 -TS - _ 40 CMIGO-033 AS REQD. FLUSH ADAPTER JAMB 6063-T6 VENT FIX. LITE GLASS TYPE 'Qi • • • • • • • • GLAZING OPTIONS• • • • • • • • • En9r. JAVAD AHMA0 NOTE: CIVIL FLA. PE i 70592 IN ORDER TO QUALIFY FOR SMALL* MISSILE AMPACT RAVING • • • • • • • PRODUCE RENBWRD C.A.N. 3538 • EXTERIOR PLY OF GLASS TYPE 'B: W(JST � TEMPEItD ac complying w lh the Florida • • • • • • • • • • • D1did'u1g Coda ,} � � �4 � Acceptalce No s�tl� .. �'" • •• • • • • • • • • • •• Bate ---r, B�y:L Miami Dade Prodim Control\ r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g o , o � k a J drawing no. W04-16 TYPICAL ANCHORS SEEELEV. SHEET 2 FOR SPACING 2-3/8' MIN. WOOD BUCK d d i MIN. ' ° G ' 1 14 F--z-w.w. TYPICAL ANCHORS SEE ELEV. SHEET 4 FOR SPACING m y��ee 39 N 2 TYPICAL ANCHORS METAL SEE ELEV. SHEET 4 METAL STRUCTURE FOR SPACING ('STRUC `TYI'fPICAL ANCHORS H /E ELEV. / OR SPACING 2 n MIAMI-DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE {�� U MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. o z SEE ELEV. SHEET 2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING C • P a I 1/4" DIA. ULTRACON BY 'ELCOI (Fu -177 KSI, Fy=155 KSI) i N 0 U 1/4" HILD KWIK-CON II (Fu=163 KSI, FY -157 KSI) fir. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES IL 1-1/2" MIN. PENETRATION INTO WOOD j% O u C THRU IBY BUCKS INTO CONIC. OR MASONRY n (� c 1-1/4" MIN. EMBED INTO CONC. OR MASONRY d �> M DIRECTLY INTO CONC. OR MASONRY C a ! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1%4" DIA. SELF DRILLING SCR (GRADE SCRR (GRADE 5 CRS) INTO STRUCTURES L uaz Vl z g METAL Q w STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) eti f ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 19 21 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") a (NO SHIM SPACE) z_ m �n W w ANCHOR EDGE DISTANCES t- INTO CONCRETE AND MASONRY = 2-3/8" MIN. M ui INTO WOOD STRUCTURE = 1" MIN. n 3 INTO METAL STRUCTURE- 1/2" MIN. / ' O x w CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. V) in M M C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 1500 PSI MIN. W n 3 J a O= z w SEALANTS: o = ALL FRAME AND VENT CORNERS SEALED WITH Dade Product Con N JOINT SEALANT. --, • • • • • • • • • • • •• •• • • • •• •• ••• • TYPICAL ANCHORS I SEE ELEV. SHEET 2 Lj FOR SPACING (I-_ 1I 30 a�3 u 27 19 21 2 PRODUCT RBNBWRD -- • • • • • • • • • • • • • • • • B 1 - as Complying with the Florida Building Codo Aceeptwue Na ✓ • c o o 21 •• •• •• 1}4'XS/B" • • •Miwni � Dade Product Con I 2 WEEP SLOT ` AT EACH END r I Engr. JAVAD AHMAD I g .- ° • ° • • • ° • • i CIVIL FLA.PE / 70592 ' • d° °1'-.TYP1'.'L"A.Gm'-is • • - - CA.N. 3536I*00 ` < �„.Y� z d j g iii T1�iCAL iNCHORS SEE ELEV. SHEET 2 • • • -" TYPICAL ANCHORS SEE ELEV. SHEET '� FOR SPACING .drawing no. FOR SPACING 18Y SEE ELEV. SHEET 2 W04-16. J n WOOD BUCK FOR SPACING 0 Y, J fl) 13 sheet 7 of12� • 0000• • 0000• • • • 0000• •i•w • •0600 • 0000• • 0.000 N N A G C C � m m� a _ D N 0000 • •• �� 111 • • • I it • • • • II II 111 , j • •• 0000•• II II •• • 0000 II I I f • • w • • z li I, � i • •• 0000 � II Ii I I r" m • 0000•• uo 1 C� x I 0000 ••i••• C f m . w • z o p I + •000 • •• o ? `' 70 II II I • • • Z E O • • • O ,I 1 00.00• • • H I z ' III I d I II o I II II ' 1 III II I I III ' I II ,� II II III 3 3AA N O c n,I I _ z'HA W ZOO D' �Fj v oma v �c g o n ami N ZOO �xx n ' N Nmj O J �� CM100 ALUMINUM CASEMENT WINDOW (L. .1.)�FAL-FAROOQ CORPORATION ja µO ENGINEERS &PRODUCT DEVELOPMENT 1( I, RC HOME SHOWCASE 2235 S.W. 87 AVE f m I ° 2970 N.W. 75TH AVENUE MIAMI, FLORIDA 33174 �� MIAMI, FL, 33122 TEL (305) 264-8100 FAx lsos> 2sz�7s TEL (305) 392-6214 FAX. (786) 464-1562 COMP-ANL\W04-16RC ee�. 03-ol-oa revlslons: no c e escn Ion scale: 1/p' � 1' C 12.0/.09 VENT GUZING 0£TAIL REVISED 0 07.09.10 M. PER 6CC0 COMMENTS a�• � HAMID E 06.09.11 GENERAL RMSIpN F 10,21.11 NO CIUNGE TMS SHEEP �R' �' u C 10.10.13 MANUF. NAME REV, TYPICAL ANCHORS STYPICAL ANCHORS PACEE ELEV. SHEET 2 p SEE ELLV. SHEET 2 III FOR SING O O FOR SPACING z ^ j 0� a 1/4" MAX. 2a SHIMS ¢ `j p 1/4' MAX.. 18Y WOOD BUCKS 7 a d ib 13 (u v._ --- - - a > 2Q WOOD BU - - - - - - - _-- i' - _ _- -z ' a o W2 G �� OOD STRUCTURE TYPICAL ANCHORS Q' W i P r SEE ELEV. SHE 4 O.L. OPG. v FOR SPACING EXTERIOR O.L. OPG. v p VENT WIDTH VENT WIDTH � urOi J I 1/2' SHIM WINDOW WIDTH MAX. O DUAL VENT WINDOWS z w W w 7 g Q W W t X3X 1/8" U 0 a 2 WOOD BU i X 4 X 1/8" ---JJJ TYPICAL ANCHORS = N N O SEE ELEV.I M w ALUM TUBE FOR r M ODD STRUCTURE 40 (6063-T6) Z W M pp r�:f3J �jo G H TYPICAL ANCHORS /4" _ SEE ELLV. FOR SPACING SHo g 1/4" SHIM U ^ Q J MAX. U �N � 29 WOOD BUOTS _ _ -- - _ _ _ _ W/000 STRUCNRER\ P 3 D.L. OPG.EXTERIOR D.L. OPc. D • • • • • • bENI WIDTH VENT WIDTH • DTH o o g c H 1 • • 00: • • • • • • • • • • WINDOW WIDTH 1 B SIDE BY SIDE WINDOWS WOOD BUCKS o Engr. JAVAD AHMAO I •� o CML 3 • • • • • • • • • • FLA PE j 70592 n 3 • • • • • • • CAN, 3538. - - - _ • • • • • • • pHODUGT RENIiWL*D g 40 • • • • • • • • • rmcamplying With iha plotida } � • • • • • ! • • • • • Ouflding Cade ,.j � O • • • • • • Acceptance Too „(` sv'drowln no. 1 C1C� 4 9 Miami Dade Pn drel Cnn0o1 li�l (�J f.i%:.1 sheet 9 of }2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000•• 0000•• • 0000•• 0000• 0000• •0000• • • • 0000•• � N G] n >° WINDOW HEIGHT m Nm0 SHIM � -iy EXTERIOR VENT WIDTH • ° D.L. OPG. • � � ! . •�� • O O.L. OPG. TF 000.0• • ° • •MIN. • n I ° L �1[� ��•:° 0000•• N .. . 25�h •� 1�4^ �. x f2f�1 2�Q ••C••••p° • • ti Alm�l� ^-! _vim 1/2" MAX. �Ng MIN. .p - a1 n nc-1 SHIM EI �7—ui% JNS 'aN m_ iµ In A 6 4 m a U'e o W > N aJ n t+1 1/2" MAX. z cs rnsi N 8 0 a - 1 9�� amv 'Cii= v t>i�g 2 A yA N r N N S xsz O N x 8Z W N X W II I 1 I� i II I I II I i i 1 I I i m Wrevisions:: cm ALUMINUM CASEMENT WINDOW (I-M.I.) AL-FAROOQ CORPORATION a o. eats: os-ol-o4 escrl Ion ENGINEERS&PRODUCTDEVELOPMENT VENT GlA2 DEiNL RENSEO RC HOME SHOWCASE' REV. PER BCCO COMMENTS 1235 AW, FL RI AYE 2970 N.W. 75TH AVENUE MIAMI, W.87 A33y74 GENERA REriSION I c1 N0 cHnNCE 7H15 SnEET MIAMI, FL. 33122 TEL(�264-UOO FAIL(305)2G2-W7$ 0iI uANur. NAME REV. TEL (305) 392-6214 FAX. (786) 464-7582 COMP-ANL\W04-18RC ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2.028 .562 -062 IYP.� LLuj.062 1.938 1.828 NP. -y 683 I I 4 Z 9I r 2.885 .090 1.885 75 1.375 �� .062 688 1.906 2.625 .078 1.399 ) �.978d .125 1.934 .062 L: k-#.500 Q Z Q i 00j{ L Q 08 a $ O _ - 1.736 2 FRAME HEAD/SILL aO HORIZ. IMPOST 1.704 1s VENT STILE 39 FLUSH ADAPTER HEAD/SILL 08 M 0 M dl n 3.062 2.56 6.124- ♦'�: u�yi1 W C LL ? 683 2.000 .062 IYP. .181 7 .062 �.__ I 1.706 2.125 ,14� FF .I25 1.906 .062 Jz Q W f r ^ N .625 16 I 3 n 1 0 1.250 FRAME JAMB 2.500 II 13 VERT. IMPOST .500 ao g W W U Q w .750 r lYP" �•�-2.000 "I •062 --1.062 .500 312 2.500 FLUSH ADAPTER JAMB O = N 3: N �v 412.000J.062 .304 -�{ Imo- I�I Ii .469 I-T 1.875 .675 •3f2 .958 GLAZING INSERT 22 R1GI0 PVC -----� .875 2.125 2.500 x-.090 3 FRAME JAMB (FIX.) a FRAME HEAD/SILL (FIX.) 20 CORNER KEY 1.203-�{ 10 �{ .734 2.750 z .969 907 .062 ttP. IYP. :7 •8j 5 .094 m i -^1 .912 L I� 1.315 • • • • • * • • • • c °� n e c _ o • I GLASS STOP (FIX. LAM. GL.) • SNAP COVER (FIX. LAM. GL.f • • • • • • • • 5 • ;M; ANCHOR CLIP • b---2.t87---moim ClIMPOST ANCHOR CLIP Engr. JAVAD AHMAD CML FIA. PE i 70592 CA.N. 3538' VRODUCC Itk>NIi1VEu ;'.. as coa;plyi;t„eiOt lLe Fb�ida •� O J o a LL U i q u - c o_ 1.072 O6 rep. .969 •907 Ala r .050 7YP. • • .875 • • • .250 p I �I( • • • • ' ,361 • >S • • • 5 • A. • • 562 • • • 1 • O 535 • J. M to 5az -� • • F�.945 �i • • 12 lJ • • • • 1.899 Onihlnr3 (:cd� rf,� Q Acc pi-ceUNo _bl`,f ,�" �! O • • •• .738 drawing no. W04-16 BY GLASS STOP (FIX. LAM. INSUL. GL.) SNAP COVER (FIX. LAM. INSUL. GL.) 7 FRAME HINGE s VENT HINGE AM'rani Dnik t = 1 I- .1..- (sheet j o(l 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0:96 C 0. [date: 03-01-04 -P ar. h"• NAAAID NAME REV. CM100 ALUMINUM CASEMENT WINDOW (L.M.I.) RC HOME SHOWCASE 2970N.W. 75TH AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (786) 464-1582 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (3067 2648100 FAX. (305) 262.697, MfAMI•QADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%viv.mismidade&m*conomv ES Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, -and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. _ DESCRIPTION: Series '11000/1050" Aluminum Single Hung Window — L. M. I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series -1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision H dated 12/07/11, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :...:. LABELING: Each unit shall bear a permanent label with the manufactu ees n§rpe Qr logo„ pjty, state • • • model/series, and following statement: "Miami -Dade County Product Control AppL4`GP19', unless. otherwise .... • noted herein.. • ..... RENEWAL of this NOA shall be considered after a renewal application has beera'1T1b1!f.and there has been no change in the applicable building code negatively affecting the performance of thi" 0- duet. .42.• • • • • • • .. .. . ..... TERMINATION of this NOA will occur after the expiration date or if there has been a revisi'o+1•or change • • •:- in -in the materials, use, and/or manufacture of the product or process. Misuse of this NOA*as an endorsement • of any product, for sales, advertising or any other purposes shall automatically terminate* this IIQA:Faihu(!""' to comply with any section of this NOA shall be cause for termination and removall f IMA. :0*009 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, rj¢4da, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA renews NOA# 12-0223.42 and consists of this page 1 and evidence pages E- 1, E -2 -and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0617.27 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series -1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision H dated 12/07/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted trader previous NOA No. 12-0223.42) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI -5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel, P.E. (Subfnitted un der NOA's No. 09-1008. 05 and 07-0928.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ;...:. 4) Large Missile Impact Test per FBC, TAS 241-A040 • .. 0000 5) Cyclic Wind Pressure Loading per FBC, Ttj., Qj-94 • • • • . • 0 0 0 0 ; . 6) Forced Entry Test, per ASTM F 588 -044W -and per FBC 241; • 0000.. 3.2.1, TAS 202-94 •0 0 along with marked up drawings and installation diagram of au J'111ninud silVe hung. :.. • .. .. 0000 window, prepared by Hurricane Engineering & Testing, Inc., 'lr ;x;ports•Ve. 0 • 000*00. HETI-05-1448 and HETI-05-1953, dated 04/22/05 and 04/2140irespectively, both •• signed and sealed by Ivonne Ghia, P.E.0 0 0 0 0 0 0 0 000. . . . . 0000.00 (Submitted under NOA No. 05-0720.01) .. 0. f Manuel erez,� . Product Control Exam' NOA No. 13-0617.27 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.43) C. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 12/09/11, signed and sealed by Javad Ahmad, P.E. (Subfnitted under previous NOA No. 12-0223.42) 1. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) :604:0 E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D+ANehiounj %*Co., Inc. '. "DuPont,s 6666... 6666.. for their Sentry Glasse Interlayer dated 05/26/10 exfirmg on 61114/17. • ;66 .. 6666. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Dpjjgmour4 4a Co., InQ. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, explring Sn 162J71/16. • • • • 644-,44 46 4 6666. F. STATEMENTS 0 4 • .. .. ... 6666.. 1. Statement letter of conformance, complying with FBC-20j6,00;d _ of po *0nanci�l.0„0 interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad;.P'E.” • .. 6666.. (Submitted partially under previous NDA No. 12-0223.42) • • :900 • 0000 1 Manuel Pere , P. <. Product Control Ex a er NOA No. 13-0617.27 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-2 E S Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Reports No. FTL--5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, all signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOAAIs No. 09-1008.05 and 07-0928.14) 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, RE, (Subinitted under NOA No. 09-1008.05) 4. Laboratory compliance letter for Test Reports No. HETI-05-1448 and HETI-05- 1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NDA No. 05-0720. 01) 5. Laboratory compliance letter for Test Reports No. FTL-3820 and FTL-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted udder NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 12-0223.42, issued to ES Windows, LLC, for their Series "1000/ 1050" Aluminum Single Hung Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. • •060.0 Manuelerez, Y.jK Product Control Exa�u NOA No. 13-0617.27 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-3 a + • •••a6• a�•• 0000•• • 0+000• • • • 00+00• •+ • ••a++ •• •• •• a 0000•• • 00+00• • • 0000•• Manuelerez, Y.jK Product Control Exa�u NOA No. 13-0617.27 Expiration Date: November 06, 2018 Approval Date: September 19, 2013 E-3 O 1 /8" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' ro �1/8" ANN. GLASS SILICONE /-DOW CORNING 793/983 GLASS TYPE 'A' SILICONE DOW CORNING 795/983 ALT. GLAZING OPTION SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 1/8" HEAT STREWD. GLASS .090" INTERLAYER JSENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 795/983 7 GLASS TYPE 'B' HEAT STREMO. GLASS 0" INTERLAYER (ACRE PVB BY 'DUPONT' 1/e" HEAT STREN'D. GLASS SILICONE OW CORNING 795/983 y4! g GLASS TYPE 'D' GLAZING OPTIONS HEAT STREN'D. GLASS )90" INTERLAYER UTACITE PVB BY 'DUPONT' `-1/8" HEAT STREN'O. GLASS I SILICONE /-DOW CORNING 793/983 TYPICAL ELEVATION TYPICAL ELEVATION SERIES 1000 (STD. SILL) SERIES 1000 (HI -RISE SILL) GLASS TYPE '0' SERIES -100011050 ALUMINUM SINGLE HUNG WINDOi9 • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER /32" NEAT STREN'0. GLASS CHARTS SHOWN ON SHEET 2. • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE .090" INTERLAYER COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SENTRYCLAS BY 'DUPONT' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 1/8" HEAT STREN'O. GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • GA10ONO • • IS &UCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 000 CCRNINO 755/9133 • • • • • s • D REMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE wlNoq� • • • • • • • •YURRIOIpNE ZONE (tNHZ). SHUTTER5 AJfF 1 q • • • • • • • • • • • • 2,q•00(1p,B@&XS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LZIA0 i0 THE STRUCTURE. ANCHORS T4s • !I� ••• ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, f � • • • • • t EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AN•HORI"(IR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • MT DART OF THIS APPROVAL. • • • • • ! INCREASE 15 USED IN DESIGN 6F ANCHORS INTO WOOD ONLY. DIYIALS GLA�S` TY:L� 'E' • • • !{1vAT10N 'mA'm••nn'y'L'y��L--y.O BUT NOT MITED TO • • COFNE INTO _COTACT WITH OTTHER?LUDING DISSIMILAR MATERIALSLSHALLWME TITHE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. ••• • • • • ••• • • ••• • • • ••• • • RODUC't•RENrum a� —plyhig "[If, 1ht Plai%t `:niAlnR (.nAt At:NJ�IanCY NO l C - �� fi:Fpiratlau D.10—h" Ry��f4,tL.E.1E4f titian Da4c Pn'iU--uct Conte J v LARGE & SMALL MISSILE IMPACT drawing no. W03-56 I I )a4 C mcrk C MU.t� A y„0 p�p i o I Q a V o 0 (a 0 % LLs aWf 3 f 3 z f i r 4 4 � ro N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STI). SILL. < Z�� SFz 4" oZ o pD• TOP RAI[. HEAVY DUTY TOP RAIL o V) N S-1000 5-1000 x uS Oa LI.).�+ 4A 4A Be 6C IV op z b .' RODUCf RF,NFWM STD, TOP RAIL HEAVY DUTY TOP RAIL ax wmplying whh the F'iom y 5-1050 S-1050 - ?lnlding Cods Aeeeptanee NO - .� Ehplea0on Date f $ g 8 • • • • • • • • w w u x • • • • • • • : 1 , : Dy f'' M tri, :.� O • 1 ' D11aro1 PtddsMd'n { • • • • �• • �i. _✓ o • • *A/1 % • • • r 71A AyAIAO • • •/ • 1..,. ML i �'I•'IA PEN7054 t •.. PRODUCTRRVISM ``AJJS;:3538 w conytlYingwllhnq�thaPlOddU pp UU _D' `f•t. ; (• ' DOil pla COdO �4�Q .7• v 8 " NO. IN PARENTHESIS INbICATE N0. OF ANCHORS PER JAMB, J. • • • • NOTE:; Act•Ptsllw No LIMIT EXTERIOR(+) LOADS TO 70.0 PEP FOR STD. SILL. • • • • *4 ny • • GLASS CAPACITIES ON THIS SHEET ARE at 13 • • • • • t'•- r " drawing no. ••• • • • BASED ON ASTM E7300-04 (3 SEC. GUSTS) � ,;. ,• �, Z , • • • • • ••AND FLORIDA BUILDING COMMISSION DadoProdwxConNot W03-56 • • • • • • • • DECLARATORY STATEMENT OCA05-DEC-219 DE. • • EQUAL LITHE WINDOWS DESIGN LOAD CAPACITY -PSF (HI -RISE SILL) STANDARD HEAVY DUTY TOP RAIL TOP RAIL GLASS TYPE GLASS TYPES CG83 TYPES WINDOW DIMS. 'A' k 'B' 'B' 'C', '0' k 'E' WIDTH HEIGHT E%T.(+) IW.(-) E%T.(+) iN7.(-) EXT.(+) 1NT.(-) 19-I/8" 70.0 80,0 80.0 90.0 80.0 90.0 28-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 28" 70.0 80.0 8D.0 90.0 80.0 90.0 42" (3) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 33-1 /8" 70.0 80.0 80.0 90.0 80.0 90.0 19-7/8" 70.0 80.0 80.0 90.0 80.0 90.0 26-i/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 38-•3f8". 70.0 80.0 80.0 00.0 80.0 90.0 42° (Aj 7D.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 80.0 63-i/8" 70.0 80.0 _ 80A 80A 80.0 90.0 19-1/8" 70.0 60.0 80.0 90.0 80.0 _ 90,0 26-I/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 50-5/8" 70.0 80.0 80.0 90.0 80.0 90.0 42" (3) 70.0 10'.0' 80.0 90.0 80.0 90.0 49` 70.0 80.0 90.0 80.0 90.0 53-i/8" 70.0 80.0 90.0 90.0 90. UNEQUAL LITBS (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY -PSF {H[ -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL G1,A83 9'YPB CLA�B TYPES GLASS TYPES 'B', 'C', 'D' k 'B' WIDTH HEXiFR EXT.(+) 1NT.{-) EXT.(+) HIT.(-) EXL(+) 19-i/8" 26-1/2' 37" A2" 49" 63-tf8" 50-3/8" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0_ 80.0 90.0 70,0 80.0 80.0 90.0 80.0 80.0 70.0 80.0 80.0 - 90.0 80.0 90.0 70.0 T4.0 80.0 90.0 80.0 00.0 79-1/8" 28-tf2° 37" 42" 49" gg" {5} 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80,0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8° 26-i/2" 37" 42" 63' (6) 70.0 80.0 80.0 90.0 80.0 90.0_ _ 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80,0 90,0 80.D 90.0 80.0 90.0 19-1/8" 28^1/2" 37" 68" {8) 70.0 80,0 80.0 90.0 0 19-1/8" 26-1/2" 37" 42" 49" S3 -i/8" 58" (6) 70.0 80,0 90.0 80.0 80.0 70.0 80.0 90.0 80,0 90.0 70.0 8QA 90,0 80.0 90.0 70.0 80.0 90.0 80.0 90,0 70.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 _ 90.0 19-1/8" 28-1/2" 37" A2" 49" SS-i/e` g3" . {6) 70.0 80.0 80.0 90.0 80.0 80.0 _ 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80,0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37" 42" 49" 3J -t/8" gg" (6) 70.0 BOA 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80,0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 80,0 90.0 19-1/8" 28-1/2" 37" 42" 49" 53-t/8' 74-i/4° (7} 70.0 80.0 80.D 90.0 80.0 90.0 70.0 60.0 80.0 90.0 BD.O 90.0 70.0 8p,0 80.0 90.0 80.0 90.0 70,0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 80.0 p0.0• 26-1/2" 37" 42" 49" � r7) 80.0 90.0 - - - 80.0 90.0 - - - - 80.0 tA.O - - - - 80.0 90.0 - - 80.0 90.0 UNEQUAL LITBS (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY -PSF {H[ -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL G1,A83 9'YPB CLA�B TYPES GLASS TYPES 'B', 'C', 'D' k 'B' WIDTH HEXiFR EXT.(+) 1NT.{-) EXT.(+) HIT.(-) EXL(+) 19-i/8" 26-1/2' 37" A2" 49" 63-tf8" 50-3/8" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0_ 80.0 90.0 70,0 80.0 80.0 90.0 80.0 80.0 70.0 80.0 80.0 - 90.0 80.0 90.0 70.0 T4.0 80.0 90.0 80.0 00.0 79-1/8" 28-tf2° 37" 42" 49" gg" {5} 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80,0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8° 26-i/2" 37" 42" 63' (6) 70.0 80.0 80.0 90.0 80.0 90.0_ _ 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80,0 90,0 80.D 90.0 80.0 90.0 19-1/8" 28^1/2" 37" 68" {8) 70.0 80,0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - 80.0 90.0 as -1/6" 26-1/2" 74-f/a" 7) 7o.D eo.o 60.0 90.0 eoo eo.o 70.0 80.0 80.0 80.0 80.0 90.0 D TYPICAL ANCHORS SEE ELEV. FOR SPACING I 19Y t WOOD BUCK •s p a v .Ed. .a.a a .. a O 1 O W2 ffA :4Ed 2 1 4- IIP.• SEE ,AL FOR SPACING • TYPICAL ANCHORS SEE ELEVS, FOR SPACING • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELN. FOR SPACING fCOUNTY APPROVE- UON ANCHORS SEE ELEVS, FOR SPACING I WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE 8UILDING STRUCTURE. TYPICAL ANCHORS' SEE ELEV. FOR SPACING . j/4" DIA. ULTRA(,QN BY 'ELCO' (Fu -177 KSI. Fy=(SS KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .0 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ¢ =ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAO, SILL OR JAMBS T'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. $ WEEPHOLES; W1 - 1-1/2" X 3/16{' WEEP)iPLES AT 4" FROM EACH END W2 m 1-5/16" N6,T.CH,'`AVdA6k"'4;ND mo -UC 1 RHNtiW& es c°r°plyingwith the Fl°R6i .•Eggr, AYAV AKYAq 9c1d1ng CateCML, .Aoce itnnee N° el r.?( FIA. 140592 1LOAUCT RAV1013 E�plraUoa Datef✓T''' c.pg1g colnply6tgw10t 1hoFlotiM pOding C°do Hy _ " c° N, 1 Allam adCPrd'GaNCos ` \I'1 MO O [SE IES -1000 ado Ptoducl ContNT WITH SPRING LOADED LATCHES •'1 1 4%U z 3 r 0. 0 4 0) NX2z r LL��gqN ad •t o s � � drawl -ng o W03-56 9 TYPICAL ANCHORS SEE ELE'V. FOR SPACING iBY N t WOOD BUCK ri aD !33pp, �$ U A B t ix �o Pi 0 99 OPTIDNAL TO OPTIONAL TO o f 9A BOTTOM LATCH D i 9 BOTTOM LATCH 58 4A � SC c � N M v i S RODUCf HL'TI INO ds ..,.Plying with the Binfift f'� fjll No Ing CWte t4 LSY!!J 4ceepteece Ne Wt '�t � v� � tt $ 6.Dpirotioe Date��jt�a�fi'+. W2 S iS SG ••• • • •• M4� C 09 �• • • z fltlsml ade Pr6duct C nli�, `. O Q :..;....';. .. . 9i' ; uonoen�ngt:•de ttyg tplyb$wibhFlo loNq4P nq a o � . "8 • • . � v • v � �. , � .- D 1 r..: droning no. ¢+ rYPICAL,L"t�Rs • _. s `� SERIES -1050 g W03-56 Ed SEE EL •. • E. •o • • ` VENT WITH SWEEP LATCHES .._ - ,y FOR SPACING• • • • � �1t�„ - sheet 4 of 8 ••• • • • • • • • • • • • • • • • • • 0 MVLLV 1 z Fi �$ a $0 h a �Q g MIAMI–GAGE COUNT' ryry7 y SEE SAPPREPARATELLION NOA TYPICAL ANCHORS V g 0 SEE ELEV.. FOR SPACING V GrLi C� �m QEF WINDOW WIOiH WINDOW WIDTH 0 (V M i 2S p F, < Z3�w is CD 4 ^ i o TYPICAL ANCHORS (NS J SEE ELEV. FOR SPACINO 1/4" MAX TYPICAL ANCHORS 1/4" MAX.D SEE ELEV. FOR SPACING p SHIM VENT WIDTH SHIMS 7I OPTIONAL 17 iBY t/� 18 WOOD DUCKS SHIM G 74 7 11 10 yw METAL xw�- 12 STR CTURE .1RODUCTitF.NS#ff9atdn43 gCodelying Itk tAe FIotS&+.TYPICAL ANCHORS Acceptance No 'm 831 SEE LkAm\SPAC FOR SPACING • • • • • • 4.> -t kllami eP' ttM oalro--. 3 D EXTERIOR* • : • • • • • • • y`�D D.L. OPG. • • • • • • • • . • .a it FIA. PE M92 ±'.KOAUCfRRViS8D �o c2�1ay 5sxcm11111W RWilkthoFlmfda VANOOW WIDTH .. - plgtdfltg COd0g$ It Io 3.42S••• • ••• • +•• Bo /3SERIES-1000 1cm1VadoPtaducIControWO3-56 t..: -- -' • • • • • • SERIES -1050 sheat 5 of g ITEM N PART � REQD. DII3CRIPTION MATERIAL LfANF./SUPPLIF3i%1tSMART(9 I E51001 1 FRAME HEAD 8083–T6 – 2 E51002 1 FRAFAE SILL (STD.) 6083–TB – 2A ESI 101 1 FRAME Sfll (HI–RISE) 6083–T6 – 3 ES7003 2 FRAME JAMB 8083–T8 – 4 ES1005 1 FIXED MTC. RAIL (FOR SPRING LATCH) 6063–TB 4A ES1051 1 FIXED ATG, RAIL (FOR SWEEP LATCH) 6083-78 – 5 E51004 1 STD, VENT TOP RAIL {FOR SPRING LATCH) 6063–TB – 5A ES2004 1 HEAVY DUTY PENT TOP RAIL (FOR SPRING LATCH) B063–TB – 58 —El052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063–T6 SC ES1053 1 HEAVE DUTY VENT TOP RAIL {FOR WEEP LATCH) 6083–TB• – 8 ES 1006 1 VENT BOTTOM RAIL 8083–TB – 7 E51007 2 VENT SIDE RAN. 6083-75 $ E51008 AS ROD. GLAZING BEAD 8083–i6 – 8A ES 1103 AS ROD. SQUARE GLAZING BEAD 6063–T3 – 9 LS1009 2/VENT SPRING (AA9E0 VENT LATCH 6083-75 AT 8" FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT it" FROM ENDS 98 p8 X 1" 2/ LATCH LATCH INSTALLATION SCREI4S – FH SMS 10 ES1012 1/tA7CH LATCH SPRING ST. STEEL – 11 E51010 AS READ. GUZINC WEDGE SOFT PVC OVROMETER 70 SHORE 'A' ilA 27-425 AS REQD. GLAZING CASKET EPDM DUROMETER 80 SHORE 'A' 12 �8 X 1" 20 FRAME do VENT ASSEMBLY SCREWS CRS PH SMS 13 ESI017 2/VENT SASH CAM CELCON – 14 43620-187 AS REQD. PN.E W'STRIAPlNC WITH PLASTIC FIN – AMESBURY OR EQUIV. 15 0300X190 AS REQD. FRAME SILL VPSTRIPPING – O–LON2 I6 – 2/ VENT BLOCK 8t TACKLE BALANCE SERIES 120 BY BSI i7 – 2/ VENT SPIRAL BALANCE – – IS E51013 2 SASH STOP - 19 ES1505 – FLUSH FRAME ADAPTER 6063–T5 OPTIONAL ••• • • • • • • • • • • • • • • • • • 20 _ 1 5/i6" BOX SCREEN – OPTIONAL ALT. O ALT, TYPICAL ANCHORS NNc MIAMI—RADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR LVI •• ••• • • • • • •• •• ••• •• • • • •• C •.TIA •Qf ,h38 2 a •. \r1, ...IEC. .. • • • r • • • A* A�IQN �ITTAILS WITH FLUSH FRAME ADAPTER t,�T; ` RODOCT' RF.NEW99 e.—"plyNg with Ike Florut, ^nLNng Cmle C' No ' f j,�,;. '�i�atlun lhilc. �p alien//i Dade Product Qi`� ✓ ro4" 12 M � n 99 V g h a O CQapdpgj I 11 drawing no. W03-56 • •• •• • • • •• •• ••• • • • ••• • • RODOCT' RF.NEW99 e.—"plyNg with Ike Florut, ^nLNng Cmle C' No ' f j,�,;. '�i�atlun lhilc. �p alien//i Dade Product Qi`� ✓ ro4" 12 M � n 99 V g h a O CQapdpgj I 11 drawing no. W03-56 10 FRAME HEAD FRAME JAMB 3211, .543 JI -M-+.280 GLAZING WEDGE SCALE 1:1 VENT 1301TOM RAIL FRAME SILL FLUSH FRAME ADAPTER 122- 30 ,.078 .760 QQ VENT LATCH ,47 1.130 1.130 1.34-- .082 1.34 .062 2.063 ILJ.f1_1JI 2.063 .613 .813 bl ,930 � -W .930 STD. VENT TOP RAIL STD. VENT TOP RAIL , H.D. VENT TOP RAIL H.D. VENT TOP RAIL Is SERIES -1000 I ® SEPoES-1050 � 803 082 .837 .0822,713 .082 2.181 1.675 1.250 1.250�Q GLAZING BEAD .A��d 1.212 1.212 MEETING RAIL MEETING RAIL .887 L.080 ® SERIES -1000 4A SERIES -1050 813 1.434 VENT SIDE RAIL FRAME .SILL �4. lj ,329 Mo ,0 9 3 .803 .050 I o Z 837 8 SQUARE GLAZING STOP allall uj a� yt c� QNM n ZS p�M v Z3,� w N m 11099CT RRNE79Ig6 is cnmpiying with the Ftptidtl. ,NnidlnB Codr iri �,S Arlt epinnee r, Ira n DaIf 2 $ 8 d It • 61ien Node PrrduH CnnlR+,� . - ,dkr %v YP0 ARMP M 0592'• , •.P$ODUCTRRVTSRD 3878 aacamplyluswiiltd,apiocide, A ';1; S3uildingCodo � k t• 1 I • + 'Aooapteuco ' ''• ; 0 drawing no. •••�.��,� Mem do Yroduet 11111 W03-56 • • • • • • • • 5.72= • •• • • • • • • • • •• • • • • ••• •• 00 *00 00 ••• • • • • • • • • • • • • • • • • • • • •• • •• • • • • �4. lj ,329 Mo ,0 9 3 .803 .050 I o Z 837 8 SQUARE GLAZING STOP allall uj a� yt c� QNM n ZS p�M v Z3,� w N m 11099CT RRNE79Ig6 is cnmpiying with the Ftptidtl. ,NnidlnB Codr iri �,S Arlt epinnee r, Ira n DaIf 2 $ 8 d It • 61ien Node PrrduH CnnlR+,� . - ,dkr %v YP0 ARMP M 0592'• , •.P$ODUCTRRVTSRD 3878 aacamplyluswiiltd,apiocide, A ';1; S3uildingCodo � k t• 1 I • + 'Aooapteuco ' ''• ; 0 drawing no. •••�.��,� Mem do Yroduet 11111 W03-56 • • • • • • • • • • �4. lj ,329 Mo ,0 9 3 .803 .050 I o Z 837 8 SQUARE GLAZING STOP allall uj a� yt c� QNM n ZS p�M v Z3,� w N m 11099CT RRNE79Ig6 is cnmpiying with the Ftptidtl. ,NnidlnB Codr iri �,S Arlt epinnee r, Ira n DaIf 2 $ 8 d It • 61ien Node PrrduH CnnlR+,� . - ,dkr %v YP0 ARMP M 0592'• , •.P$ODUCTRRVTSRD 3878 aacamplyluswiiltd,apiocide, A ';1; S3uildingCodo � k t• 1 I • + 'Aooapteuco ' ''• ; 0 drawing no. •••�.��,� Mem do Yroduet 11111 W03-56 WMIll a �o1x 07-31-03 r !07.1�5-.09MFLATO elan n 75H6 -1�0/f050 ALUW SINGLE HUNG' Wpp (txl) AL-FAROQQ CORPORATIONa �. 1/2' . r AWIER Ao0E0 WINDOWS, LLC ENGINEERS & PRODUCT DEVELOPMENT K RENS*N =SS.W.87AVE d• 0y ww00 0R1gry aoom N.W. 72 AVE. BAY4 MIAMI, EZARSDA 33174 chk 12.07.11mot Trus SHE'Et I, FL 33166 TEL (3am2G4-si0o FAX C3aS)282.6978 305) 624-7775FAX (305) 624-7777 J 4444... C �$xKy 4444.. 4444.. see`�9 'sem . • 4•44.. 4 .. .. g .•.•. . .. ... .. 4444. •• • .... ...... 4. ...... Xj . .... . .. ....... 4444.. . WMIll a �o1x 07-31-03 r !07.1�5-.09MFLATO elan n 75H6 -1�0/f050 ALUW SINGLE HUNG' Wpp (txl) AL-FAROQQ CORPORATIONa �. 1/2' . r AWIER Ao0E0 WINDOWS, LLC ENGINEERS & PRODUCT DEVELOPMENT K RENS*N =SS.W.87AVE d• 0y ww00 0R1gry aoom N.W. 72 AVE. BAY4 MIAMI, EZARSDA 33174 chk 12.07.11mot Trus SHE'Et I, FL 33166 TEL (3am2G4-si0o FAX C3aS)282.6978 305) 624-7775FAX (305) 624-7777 J C �$xKy see`�9 'sem A g � T Xj � y WMIll a �o1x 07-31-03 r !07.1�5-.09MFLATO elan n 75H6 -1�0/f050 ALUW SINGLE HUNG' Wpp (txl) AL-FAROQQ CORPORATIONa �. 1/2' . r AWIER Ao0E0 WINDOWS, LLC ENGINEERS & PRODUCT DEVELOPMENT K RENS*N =SS.W.87AVE d• 0y ww00 0R1gry aoom N.W. 72 AVE. BAY4 MIAMI, EZARSDA 33174 chk 12.07.11mot Trus SHE'Et I, FL 33166 TEL (3am2G4-si0o FAX C3aS)282.6978 305) 624-7775FAX (305) 624-7777 J MM AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-5000" Outswing Aluminum Casement Window - L. M. I. APPROVAL DOCUMENT: Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the •l*iiWi—Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • 000* • • • • . • ....:. LABELING: Each unit shall bear a permanent label with the manufacturer's 410n00or logo, City, sta*,,...: model/series, and following statement: "Miami-Dade County Product Control Appm'%td", ur4dw 61herwise noted herein. • • • • 0*0*0 RENEWAL of this NOA shall be considered after a renewal application has bee"fUO and 4ho&fas beau • • ; • no change in the applicable building code negatively affecting the performance of this 1`®duct. • . TERMINATION of this NOA will occur after the expiration date or if there has been a revisi®x-vrchange 0 • • • in the materials, use, and/or manufacture of the product or process. Misuse of thi;1VOA{ as an eyjdp;,semedf — of any product, for sales, advertising or any other purposes shall automatically terminate this NAA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0223.44 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0820.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 rll/v� t2 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NDA No. 11-0419. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 0000.. 4) Large Missile Impact Test per FBC, TAS 2(4.94 ; • • • • , • 5) Cyclic Wind Pressure Loading per FBC, TAS .• Q3,-94 ...... .••• • 6) Forced Entry Test, Type `B" Window, Grade-14pper FBC 5411 3.2.1, TAS 202-94 and per ASTM F 588-04.••••. V. '. ' along with marked -up drawings and installation diagram of series S -500Q. outswing.:. • 0 000.. 0000 aluminum casement window, prepared by Fenestration Testing �4l ;ratory, JV., Test.. • • • Report No. FTL-5336, dated 11/16/07, signed and sealed by CaSlos•S. Rionda� P.E. •. (Submitted under previous NOA No. 08-0204.05) 00000. • • • • • .. •0000. .. . .... C. CALCULATIONS 0000 1. Anchor verification calculations and structural analysis, complying with FBC-2007, and prepared by Al-Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NDA No. 11-0419. 01) 2. Glazing complies with ASTM E1300-04 nre E mi NMOANo61 Product C Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02/21/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0223.44, issued to ES "S-5000" Outswing Aluminum Casement Win 05/24/12 and expiring on 04/03/13. E-2 Windo�s, LSC, for their Series . • dow — • j�.L", twoked on• • : - • . • Manuel P,Mj P.E. Product ControKExaJhiner NOA No. fV020.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 • • . ..... .... •..•.• .•.. • •••.. •.. *0000 •.•..• • . • • •• • 0000 009 • ••1• Manuel P,Mj P.E. Product ControKExaJhiner NOA No. fV020.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 *I$ Pik ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH SINGLE (X' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • LOADS TO THE STRUCTURE. • • • •• • • • • • •• • • • • ••• • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • • • • • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ST"E. • • ♦ • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. TH4 • • • • • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET T • • • • • • • • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • • • • • • • • ••• • • • ••• • • SURFACE FALSE rt Pq u MULTI POINT LOCK LOCKING POINTS— SEE CHART WDW. HEIGHT N0. OF UPTO KEEPERS AT SASH 28" 2 40" S B2" 4 78" 5 TYPICAL ELEVATIONS kIRODUCTRENBWE9 u comWng•p►dte.FkWl& Waidieg Code 0.ceeptaaa We F pfmdt m BNe �8 M Oak P 3.44 13 v1i A nct Control , A 3.�� RI � 0 Z 9S J I 30 5/8„ 30 S/8" �5 D.L. OPG D.L. OPG N 35 7/8" 35 7/8" VENT WIDTH VENT WIDTH � ¢ � � 74" IS c' M WINDOW WIDTH p n M ry DOUBLE (XX l � rt ;i w THESE WWDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, lftcl41•I I 1 1 SNUTTERS ARE NOT REQUIRED: o En97RWHMAD .4 Fix OE I 70.492 b C.A.N. 35 y rfpa drawing no. W08-08 V(A g �4•V 0 0 8 �3 a n a � OD a A t$9 W (/)QE N N M rp r, S Z �ItUDUCT RF.FIEWLD .a 48m0Y1e"1vIN a6e F'bTi�" $ uj N �• . !tuid1e8 Cade ,D 1 W ON't k' Ac me Dole G.Oi$ B7 Mleed Prtlil"al... as oomplying orn)Crxwvth�Rlod& e12-,�4 4 �R MIOlOi NOTE: U1 m GLASS CAPACITIES ON THIS SHEET ARE `d BASED ON ASTM E1300-04 (3 SEC. GUSTS) g g AND FLORIDA BUILDING COMMISSION m u DECLARATORY STATEMENT OCA05-DEC-219 „i En9r: AHMAD c9xL C.A.N. kk 538 y �, $ H • Ag O9 Z012 drawing no. • f • f t f f • •f • • '•• •• • • • W08-08 • • • • • • • • • � • sheet 2 of 10 DESIGN LOAD CAPACITY - PEP FOR (X) SIZES WITH CAM LOCKS WINDOWS WITH MULTI POINT IACX GLASS TYPES DL188 TYPE GLA88 TYPES GLA88 TYPBS 91NDOW DIMS. A. B. C. D. B, 'B' 'C', D. 'S', 'F' WIDTH HEIGHT IXT.(+) INT.(-) EXT.(+) INT.(-) E%T.(+) INT.(-) E%i.(+) 1N7.(-) 19-1/8" 65.0 88.0 85.0 85.0 90.0 90.0 90.0 90.0 28-1/2" 85.0 85.0 85.0 95.0 90.0 90.0 90.0 90.0 28" 37 85.0 83.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85,0 90.0 90A 90.0 90.0 19-1/8" 88.0 850 850 DbA 90.0 90A 90.0 80.0 28-1/2" 88.0 0.5.0 85.0 85.0 90.0 90.0 90.0 80.0 38-3/8" 37" 89.0 950 85.0 85.0 80.0 90.0 90.0 90.0 a2^ sao 65o 85.0 95.0 90.0 9oA 9a.0 90.0 19-1/9" es.o 85.0 85.0 es.D 90.0 90.0 90.0 eao 2e-1/2" 85.0 850 85.0 8SA 90.0 80.0 90.0 90.0 50-5/8" 37" 88.0 89.0 85.0 86.0 90.0 90.0 90A 90.0 cl 42• 96.0 B5.0 85.0 85.0 80.0 90.0 90A 90.0 19-1/8' BSA 85.0 850 85.0 90.0 90.0 90.0 90.0 28-1/2" Fit: 85.0 85.0BSA 90.0 90.0 90.p 90.0J7' 85.0 98.0 85A 90.0 90.0 90.0 90.042" 90.0 90A19-1/8" 90.0 BOA 28-I/2' 7M1/4" 90.0 90.0 37" - 90.0 90.0 42" - - 90.0 80.0 19'1/8" 80.0 90A 26-1/2' 76' 90.0 90A 36'• 83.4 85.4 24" 05.0_ 85.0 85.0 85.0 90.0 80.0 90.0 90.0 28" 95.0 88.0 85.0 85.0 80.0 904 80.0 90A 32" 85.0 95.0 85.0 85.0 80.0 90.0 80.0 90.0 J6" 85.0 86.0 85.0 85.0 90.0 90.0 90.0 90.0 40" 85A 85.0 0.1.0 85.0 90.0 80.0 90.0 90.0 42" BSA BS.O 95.0. 85.0 90.0 90.0 90.0 80.0 24" 85.0 85.0 83.0 83.0 90.0 BO.Q B0.0 90.0 28" 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 32" 85.0 85.0 e5.0 86.0 90.0 90.0 90.0 90.0 ]e" Sl 85.0 55.0 850 85,0 90.0 90.0 90.0 90.0 W" e5.0 850 85A e5:0 90.0 90.0 90.0 9DA 42" 850 85.0 86A 88.0 80.0 90.0 90.0 80.0 24" 86.0 85.0 850 85.0 90.0 90.0 90.0 90.0 28" 85 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 � 80" Bao 85.0 850 85.0 90.0 80.0 90.0 90,0 38" 88,0 85.0 85.0 80.0 90,0 90.0 90.0 90.0 40" 90.0 90A 42" - 80.0 80.0 24' 85.0 85.0 85.0 86.0 90.0 _ 90A 90.0 90.0 28" 850 85.0 86,0 85.0 80.0 90.0 90.0 90.0 J2" 86` 85.0 85.0 85.0 85A 90.0 BOA 90.0 90.0 36" - - - - 90.0 80.0 90.0 90.0 24` - - - 90,0 9 0 ?8` 72° 90.0 X0 70542 .0 sr lo.o 39' 90A 90. 24' 80.0 •9G 28" 78„ 90.0 80.0 32" - 90A 90.0 JB" 85,4 85.4 DESIGN LOAD CAPACITY - PEP FOR (X% } SIZES WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCA GLASS TYPES GLASS TYPE GLASS TYPES GLA36 TYPBS WINDOW DIME. A. B, C. D, S. P 'A' `B' C. 'D', '3', 'i" WIDTH tfflCHi E%T.{+) INT.(-) Ela.{+) IM,(-) E%T.(+) INT.{-) EXT.{+) INT.(-) 3>" 85.0 85A BSA 850 90.0 90A 90.0 80.0 53-1/8" 28„ 85.0 85.0 85A 89.0 90.0 90.0 BOA 90.0 74' BS.O 85.0 86A 83.0 90.0 90A BOA 80.0 84' 85.0 850 88,0 85.0 90.0 90A 90A 90.0 37" 950 85.0 85.0 850 90A 90.0 9D.D 90.0 83-1/8" 85.0 85.0 89.0 85A 90.0 90.0 80,0 90.0 38-3/8' 7a• BSA 63.D as.o BSA 90.0 90.0 90.o eo.o ea" e5.o abA as.o no Bo.o eoo 90.o eo.o 37" BS.O 85.0 85A 85.0 80.0 80.0 90.0 80.0 83-I/8" 85.0 85.0 88A 850 80.0 90A 90.0 90.0 50-5/8' 74" 0.5.0 83.0 85.0 85.0 80.0 90.0 90.0 90.0 84" Bb.O 85.0 85.0 85.0 90.0 80.0 80.0 90.0 37" 85.0 BS.O BS.O BS,O 90.0 90.0 80.0 90.0 53-1/8" �„ 76.9 78.8 789 78,8 78.9 78.8 78.9 78.9 74" 87,7 87.7 87.7 87.7 87.7 67.7 87.7 87,7 84" 80.8 609 37" - - - - - - 83.8 83.9 SY-1/8" 74-i/4" - - - - - 47.2 47.2 74" - - - 40.1 40.1 84" 35.8 33.8 37" - - - - - 59.5 69,8 SJ -i/8" 76" - 43.9 43.9 7C - - - - - - 37.2 37.2 48" 88.0 85.0 850 85,0 90.0 90.0 90.0 90.0 Sa" m.Q a5.o no asA 90.0 90.0 90.0 90.0 64° 85.0 BS.O no 72" 80" 84" 48' BSA 9tl.0 80.0 80.0 90.0 85.0 85.0 89.0 88.0 90.0 90.0 90.0 90.0 65.0 85.0 88.0 85A 90.0 90.0 80.0 90,0 ✓�.0 85.0 85.0 85A 90.0 90.0 90.0 90.0 48" SB" 84" 72" 80" 84" 54" 85.0 85.0 88.0 85.0 BO.O 80.0 80.0 90.0 65.0 89.0 83.0 88,0 90.0 90.0 90.0 90.0 ba0 BS.O 85.0 85.0 90.0 80.0 90.0 90.0 85.0 85.0 83.0 85.0 90.0 80.0 90.0 90.0 850 85.0 85A 88.0 90.0 80.0 90.0 90.0 83A 8b.0 85.0 85,0 80.0 80.0 90.0 80.0 49" 86" 84" 72' 80" 84" 80" 85.0 93.0 85.0 Bb.D 90.0 90.0 80.0 90.0 850 83.0 85.0 85A BB.O 88.0 88,0 88.0 79J 79.3 79.3 79.3 79.3 79.3 79.3 79.3 72.8 72.8 72,8 72.8 72.8 728 M.e 72.8 - 68.0 68.0 88.2 88.2 48" 58" 8{° 80' 74.4 74.4 74.4 74,4 74.4 74.4 74.4 74.4 Bat 657 69.t 68.1 65.1 65.1 Bai 65.1 58.3 58.3 58.3 58.3 58.3 58.3 98.3 58.3 - - - - - 49,4 49.4 • `8" • •6" • • i"• • • • • • •72 • 1 • - • - - - - 58.8 58.8 _ _ _ - - 49,5 49,5 - - - - - 44,2 44.2 • �" 56" B4" 72" • 46.1 48.1 - - - 41.8 41.8 37.2 37.2 33.8 339 Q z S 1/8" HEAT STREWD GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' HEAT STREN'D GLASS SIUCONE DOW CORNING 795/98.3 P z 7 HEAT STREN'D GLASS 90 INTERLAYER 1TACITE PVB BY 'DUPONT' -1/8" HEAT STREN'D CLASS SILICONE DOW CORNING 795/983 B GLASS TYPE 'C' HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'0 GLASS SILICONE r - DOW CORNING 795/983 GLASS TYPE I " HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'0 GLASS SILICONE DOW CORNING 795/983 I \ en —.n RNING 795 ALT. GLAZING 0 TP ION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & 'RODUCT RHNSWEg y. aeomPlyMgwkhtho wl& a� %ldbg Code 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS Ae"ptaaee No OR OR B 'ea800 Deft to c7 r" 5/32" TEMP. GLASS 5/32" TEMP. GLASS By N 1/4" AIR SPACE 1/4" AIR SPACE 'M `Z N M n 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS o .090 INTERLAYER .090" INTERLAYER PRODUCingy4tIREVS ying to z bride as compl BUTACITE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONT' dft uj J,(}4� 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASSO D d$ C SILICONE SILICONE 9 DOW CORNING 795/983 DOW CORNING 795/983 Na a Cdll rB c -— i is g Ij N I � jl Ii j 1: I. G 8 6 28 0 o w SETTING BLOCKS AT INSUL. LAM. GLASS O o d GLASS TYPE 'D' GLASS TYPE 'EGLASS TYPE 'F' NOTCH GL ZINGBLOCBEAD LEG $ ry • CiL41ZPi�t(• �1i014S , • •• • • • • ••• s • • • • • • • • • nyr; JA AHMM) • • • • • • • • • • • • ..ELIC PE17050270592. c NOTE: CAN. 5838 TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. S b • • • • • • • • s • drawing no. • i i4, • • ••• i • • 0 + 00 Rog 2011 W08-08 • • • • • Coheet 3 of 10 ••• • • • • ••• • • ••• • • • ••• • • ` I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. rOR SPACING Or 0:0 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL SEE ELEV. FOR MIAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DLA_ ULTRACON ,BY 'ELCO' (Fu -177 NSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. 1101DUCTRRNBWRD INTO WOOD STRUCTURE - 11/16" MIN. its cbm*ing.TV the Ffm* INTO METAL STRUCTURE - 11/16" MIN. 9niding Code AtmPance Ne'® ,8 CONCRETE AT HEAD, SILL OR JAMBS f'c . 3000 PSI MIN. tI" C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm . 2000 PSI MIN. 13y Ma 4104 , ogre -JAVAD -AHM CIVIL 'AD Flp.AINC, 7 aom o 1 C.N. ,*,y aaCCam•oddNa°a - �,� �R 4 � ti012 - v >� 1CoMro. arawmg no. W08-08 • v • ... v • DCE .,IST.- • •TYPICA. �9NCRORS • • • • • • SEE ELE .FDR SPAEIN( . . . . . . . . . . . .. . • . • • . .. Or 0:0 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL SEE ELEV. FOR MIAMI-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DLA_ ULTRACON ,BY 'ELCO' (Fu -177 NSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. 1101DUCTRRNBWRD INTO WOOD STRUCTURE - 11/16" MIN. its cbm*ing.TV the Ffm* INTO METAL STRUCTURE - 11/16" MIN. 9niding Code AtmPance Ne'® ,8 CONCRETE AT HEAD, SILL OR JAMBS f'c . 3000 PSI MIN. tI" C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm . 2000 PSI MIN. 13y Ma 4104 , ogre -JAVAD -AHM CIVIL 'AD Flp.AINC, 7 aom o 1 C.N. ,*,y aaCCam•oddNa°a - �,� �R 4 � ti012 - v >� 1CoMro. arawmg no. W08-08 3/16" MAX. n 1/4" SHIM MAX. WOOD BUCK, TYPICAL ANCHORS SEE ELEV. FOR SPACING O SINGLE VENT WINDOWS O EXTERIOR ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • n, MAX. v,. w d .pY _ �Ct 'EMr: JAVAD' .. .'RODllCI' RENEW�B CML nae plyiugwH91ke 61ed& FIA. PE / 70592 R•IdIng Cede CAN. 538 536 ' itbxe*once k 1$ . ev �R 9 2011 mimt Ehde no" uOsTj •o g drawing no. W08-08 DUAL VENT WINDOWS •• ••• • • • • • •• • •• • • • • ••• • . ... . ... . ... ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • n, MAX. v,. w d .pY _ �Ct 'EMr: JAVAD' .. .'RODllCI' RENEW�B CML nae plyiugwH91ke 61ed& FIA. PE / 70592 R•IdIng Cede CAN. 538 536 ' itbxe*once k 1$ . ev �R 9 2011 mimt Ehde no" uOsTj •o g drawing no. W08-08 TYPICAL ANCHORS METAL • SEE ELEVS. FOR SPACING STRUCTURE TYPICAL ANCHORS MIAMI—OADE COUNTY APPROVED Q ES SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS ''��'''''' .i SEE SEPARATE NOA 'EDGDIT.. QQQ ; U AY a' r I SJ I 53 i�8 ALT: � � � TYPICAL ANCHORS a SEE ELEV. FOR SPAC FOING O � n Y "i to g © 3 cq r- r/a" MAX.. ALT. Z Ah SHIMS r� z 3 S u1 NN (In g eYi H W N 2 NJ O !luMieg Codew� the Mori ¢ AceeptAAla Ne �2- Ezpirado• Dy M' D•dee Pe9d.etC CTs Wi0l.13D /TYPICAL ANCHORS asomnplyhtgwilJt,1.�Inoride SEE ELEV. FOR SPACING Building Coda �Z „� 'j Accoptan44 cc No ✓ •• •.• • • • • • •• LTgAhadaaDow $d/3 . • • • • • • • • . JAVAO .• ••• •• • • • ••YANIL FLA PE (y 70992 CAN .M8 ... ... ... AR 0gZ012 • • • • • • FNS;AL'LATIN DETAILS WITH FLUSH FRAME ADAPTER or • • • • ••• • • ••• • • • ••• • • S 8 5 drawing no. W08-0$ 1 1 2. FRAME VENT IMPOST 1.030 125 1.844 .188 .794 IMPOST STIFFENER .514 .90�I 080 Q SNUBBER f �j {x.329 .803—I L050 .637 IOA GLAZING STOP (LAM. GLASS) .135 ir .803 .050 11.083J GLAZING STOP (INSUL. LAM. GLASS) �- .803 147 � .082 � .328 .543 .637 ® ItA GLAZING STOP (LAM. GLASS) GLAZING WEDGE -y 1.000 1.000 .336 .125 • •• • �5 •.� 3.000 • • • • .336 1 X 3 ••• • 1 X 9 !•• CUSTOM MULLION • ;%D. �IUI pt• • •IF 1.868 L 062 11—{ 2 .500 [�_2ias 11'1 �1--2.063—�I co" Attxptmia N� pinNoe DNe /B ey Q FLUSH FRAME ADAPTER Miam PROAUC'1'RliV4S6D •s complying w8h .720 12vilAing Cade • L% �44 proncoN. �0�3 NOTCH • OPTIONAL By • • �•:.128 2.750 T1P. Mppggprodwe4Ca1tro1 F,4gr:JAVAD. nt1MA0. CWIL • • • I � C,P N;I'h518692 1 Ed. �T��a _I MAR � 2a1i • • NULLIQN•CUP ••• • • • ••• • • drowing no. W08-08 ITEM PART {j QUANTITY DESCRIPTION MATERIAL MANF./SUPPLtRR/RBMARKS 1 ES5001 I FRAME HEAD 6063-T6 - 2 ESSO01 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT FRAME JAMB -HINGE SIDE 6063 -TB - 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T5 - J- 5 ES5002 I/ VENT VENT TOP RAIL 6063-T6 - 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-76 - 7 ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063 -TB - 8 E55002 1/ VENT VENT SIDE RML -LATCH SIDE 6063-T6 - 9 ES5004 2/ VENT SNUBBERS, 2-1/2" LANG 6083-T6 - fOA ES1103 AS REOD. GLAZING BEAD (LAM. GLASS) 8063-T5 108 - AS REDD. GLAZING BEAD (INSUL. LAM. GLASS) 6083-T5 - 10C ES10D8 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 11 27-425 AS REDO. GLAZING CASKET EPOM DUROMETER 60 SHORE 'A' 11A ES1010 AS REOD, GLAZING WEDGE SOFT PVC DUROMETER t85 SHORE 'A' 12 - AS REGO. FRAME & VENT ASSEMBLY SCREWS - #10 X 1-1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - M8 X-1/2" PH SMS 14 E202 AS REOD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15 ES5005 AS REOD. INNER WEATHERSTRIPPING EPOM OUROMETER 60 SHORE 'A' 18 PJS40-SS AS REOD. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 17 301SS Z/ VENT 4 BAR HINGES -HEAVY OUT/ - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2" PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 010 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - /10-24 X 3/8" P{ SMS 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8" PH SS SMS 23 - AS REDO. 1X3 CUSTOM MULLION 5063 -TB - 23A - AS REOD. 1X3 STANDARD MULLION 6063 -TS - 24 AS REOD. MULLION CLIP 6063-T6 - 26 - 2/ LITE SETTING BLOCK, 5/16" X 5/8" X 4" LONG EPDM AT 6" FROM EACH END. OUROMETER 65t5 26 - 6/ LITE TAPE SPACER (1/4" X 1/2") FOAM AT 6" FROM CLASS ENDS 30 - OPTIONAL 5/16" BOX SCREEN - 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON/CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - /e x f/2" PHSMS 36 ES5003 1 1 IMPOST 8063-T6 37 E55010 AS ROD, IMPOST STIFFENER 6063-16 45 CLOP -0500 - MULTI -POINT LOCK MECHANISM I INTERLOCK 46 - - LOCK FASTENER PLATE - 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING 48 07 -2250 -XXX - SNAP ON COVER - 49 LOI-1050-XXX - SNAP ON HANDLE 50 - - GUIDE (ACETAL) - 51 - - KEEPER (ACETAL) - 52 - - LOCK BAR (304 ST/ST) - 53 ES -5017 AS RECO. FLUSH FRAME ADAPTER 6083-15 1 OPTIONAL 54 - 1/ VENT LOCKING HANDLE - SULLIVAN & ASSOC. 55 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2" FRAf•80f74" • •- • %ULUCi1M& ASSOC. 56 - 2/ LOCK LOCK MOUNTING SCREWS •0 9N-12 x 1/2 PH ME 57 ES5013 I/VENT LOCK HANDLE/CAM CONNECTOR • • • • • -• • •I/4" P 1/2" ALUM. BAR 58-5011 2/ BAR CONNECTOR SCREWS - US'�IV 59 CS-20OK-SS 2/ VENT KEEPERS (AT 12" & 51" FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 60 - 2/ KEEPER KEEPER MOUNTING SCREWS - 110 X 3/8" PH SMS . . . . . . . • . • n n I N b aa v m LO > tD atD � N T n Z3 ° x Z 4 n O RODUCTRENEW99 W (1 ueaepiyL6lwW s,elkAi� %IdI.9 Code c-- 4aeptaaee N• E iratioo Date pg By�Y Miami R+9iluet C PROD=UMSBD c ee tw rdAyIng wgb the FWride Bldldla�gCods �© fill SEALANTS: Miami e . uct Con vMA ]IFF ALL FRAME AND VENT CbRNERS AND INSTALLATION SCREWS Fg g SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. 191 < e igr.: JAYAD. , T "u CML to E 111 0592 �, L / droving no. ./p92p12 W08-08 e 0000• • • ••0••• • • • 0••000 �� •• e• • • rwy 0 to 0 N s� a d*W 01-23-08 OOD swlc 1/2• = 1- I � m. 5r. rtiwro OD G ehk by: S-5000 ALUM 0IJr JG CASEMENT WDW. (LMJ E.S. WINDOWS, LLC 5220N.W. 72 AVE. SAY #4 MIAMI, FL. 33166 TEL (305) 624-7775 FAX. (305) 624-7777 '%p" AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT = M5 &W. 87 AVE M AM1, FLORIDA 33174 TEL (; W 2648100 FAX PM 2628878 E MULLION LOAD CAPACITY - PSR MULLION LOAD CAPACITY - PSF I X 3 1 X 3 I X S I 1 X 6 CLIPPED MULLIONS WINDOW DIMS. STD. MULL CUSTOM MULL WINDOW DIMS. SM. MULL CUSTOM MULL EXT,(+) EXT.(+) EXT.(+) EXT.(+) WIDTH (W) LENGTH (L) INT.(-) IM.(- WIDTH (W) LENGTH (L) INT.(-) INT.(-) 26-1/2" 90.0 90.0 30" 90.0 90.0 37" 90.0 90.0 38" 90.0 90.0 42" 90.0 90.0 42" 90.0 90.0 45" 58" 90.0 90.0 46" 54" 90.0 90.0 48" 90.0 90.0 54" 90.1M-0 53-118" 90.0 90.0 00" 90. 0 90.0 82" 90.0 90.0 62" 1 90.0 90.0 26-1/2" 90.0 90.0 30" 90.0 90.0 37" 90.0 90.0 36" 90.0 90.0 42" 0 42" 90.0 90.0 45" 1.,.0 48" 60" 90.0 90.0 48" 0 54" 90.0 90.0 83-1/8" 0 80" 90.0 90.0 82" V59-0. 0 62" 904 90.0 28-1/2" 0 30" 90.0 90.0 37" 0 1.,90.0 90.0 42" 74-1/4" 0 11, 66, 904 90.0 45" 78.6 90.0 48" 904 90.0 48" 78.4 89.1 54" 904 90.0 53-1/8" 71.0 89.2 59" 90.0 90.0 26-1/2" 90.0 90.0 30" 90.0 90.0 37" 84.2 90.0 36" 90.0 90.0 42" 76, 76.4 90.0 42" 72" 90.0 90.0 45" 72.8 90.0 48" S3.8 90.0 48" 89.7 87.4 54" 78.4 90.0 51" 87.1 84.2 1.. 90.0 90.0 4 36" 88.1 90.0 42" 76" 76.4 90.0 48" 69.7 87.4 NOTES: 51" 67.1 84.2 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION n CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NCA. Ty-ANCNORS 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO 4 PER CUP SEE SHEET 4 ENTIRE SYSTEM. FOR DESCRIPTION SERIES 5000 CASEMENT WINDOW ^ r F , /"� J SERIES S O ] / SERIES 5000 CASEMENTS IMMIX r-1 r`-/ FCASEMENT WINDOW 2 314" N O/- SERIES 5100 • M• • • 00 o • • • • • EXTERIOR • • • • • • • • • .. WINDpW WIDTH • • . •• • 1,WIDTH WINDOW WIDTH hts MAYO • • • • • • • • • • • • CASEMENT TO FIXED ON MULLI • • • • ••• • • • • ••• • • • •• •• • • • •• •• 000 0 0 0 ••• • • �v 4i §y 0 _ - Y W1 W2 Wl F e! tl ��rr II / 411 n II Ij I 4 \ III a 11 \ I I Y2 W2- W7 =W2 TYPICAL ELEVATIONS m SIDB DY S[DS WINDOWS y,j SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 4� q N M n WIDTH (W) = WI + W2 o G N 1 4 2 �3-I" i W N g ,EDGE DISTANCES FOR MULLION CUPS INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 11/16" MIN. 8 N INTO METAL STRUCTURE = 11/16" MIN. RODUCT REMMM m : as complying whh the Pleaiik 4ulding Code 4meptance No 12-0> 0 Ob c m Ft inion Date g Dy PRlDI91ICTRBVISBD � e m � Mia Dw c PrAdael. - asoOngIlFingwhD M10 FI g'diall Nni2.0 3 n9n.JAVAD AHMA Can(�1Ir,, a FLA. it 357T06692 mimw aPlnductCMtiw ' 3 h MRO 9 2012 drawing no. W08-08