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WS-10-1980Inspection Number: INSP - 155153 Scheduled Inspection Date: February 08, 2011 Inspector: Bruhn, Norman Owner: MUDAFORT, MIGUEL Job Address: 9207 NE 1 Avenue Miami Shores, FL Project: <NONE> Contractor: WILCON CO Building Department Comments NEW HURRICANE IMPACT WINDOWS AND ONE DOOR HURRICANE IMPACT (16 OPENINGS) Passed Failed Re- Inspection Fee Correction Needed February 07, 2011 )-977 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -1980 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement e mi k ewomp Phone Number Parcel Number 1132060133150 Phone: (786)399 -8855 Inspector Comments CREATED AS REINSPECTION FOR INSP- 153149. Windows missing anchors. Window label have been removed, provide proof of glass type being used. NB Page 9 of 18 SUNSHINE® WINDOWS Manufacturing Inc. 1/31/2011 To whom it may concern: This letter is in reference to windows purchased by Wilcon Co. from Sunshine Windows Manufacturing under contract # 010162. All windows under above captioned contract were manufactured in compliance with their corresponding Miami -Dade County Product Approvals. Horizontal Rollers as per NOA # 09- 1217.04 Fixed Glass as per NOA # 08- 0902.10 Single Hung as per NOA # 09- 1217.05 Storefronts as per NOA # 09- 0413.10 French Doors as per NOA # 10- 0322.11 Thanks for your attention to this matter. Sincerely, Noel Martinez Assistant Manager 1745 West 33rd Place • Hialeah, Florida 33012 • Tel: (305) 364 -9952 • Fax: (305) 828 -5118 1lk,les VD W tk,lc 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 050 — 19 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING / � OWNER: Name (Fee Simple Titleholder): / 1/e I �Y / V d 4 � – 1 Phone #: ,Y(O 2/1 2 / r3 Address: � O? /� A 3 e. City: F �- ; ./ � State: 33 8 Tenant/Lessee Name: s Phone #: / Email: / JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: , 2 C76 ® . 0 Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRAC I'OR: Company Name: i i /6 0 6. 6 Address: ‚3 (0 /V S ail t_ et° City: /2f /' X/i 'o i f State: Pi Qualifier Name: /Ji / / /''1 Miami Shores Village Building Department Miami Dade Zip: 3 3 / 3 I Phone #: 714 4 3 FI C Zip: .3/.3 Phone #: State Certification or Registration #: 6 G / 572 6 T'% Certificate of Competency #: Contact Phone #: 7 ff G / 5S Email Address: W'Ci(JZ 3 (/ /41 DESIGNER: Architect/Engineer: �� 3/ 7 L ,�� O' Phone #: 0/ © ° Square/Linear Footage of Work: Description of Work: C c_ 4 C7 Type of Work: °Address DAlte • tion °NewIRenair/Renlace ❑nemnlitinn 0 Value of Work for this Permit: $ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ { 1 1(J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 building permit with an estimated value exceeding $2500, 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 Sign: APPROVED BY Owner or Agent The foregoing instrument was acknowledged before me this 2 day of ofifg , 20 � by who is personally known to me or who has produced A t gTgt eiciiilotthan oath. NOTARY PUBLIC: I o Commission #DD648633 % ,�� S Expires: MAR. 08, 2011 BOXID THRU ATLANTIC BONDING CO., /NC. Dena Cruz Print: My Commission Expires: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Sign: Print: My Commission Expires: Contra or The foregoing instrument was acknowledged before me this Z day of /1/�(,. , 20,, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU1 PUBLIC -STATE OF FLORIDA "� � .4 ' Dena Cruz = Commission #DD648633 Expires: MAR. 08, 2011 BONDED THRZTICrLMrra:9UNU Mi tx,., uY4. Zoning Clerk NOTICE OF COMMENCEMENT A RECO DED ' PY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRS T INSPECTION PERMIT N �3. , L TAX FOLIO NO.//2 C I /P (9/7 © STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. of improvement 1. Legal desc;tion of 2. Desc p rty eet/- d ; rte 3. Owner(s) name and add A/i 1111155Wi[ 17" Interest in property: / 0 IV Name and address of fee simple titleholder. 4. Co tractor's ameaddress and phone number. 0 C c 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: , 7. Persons within the State of Florida designated by Owner upon whcimp, e Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners design t t e following person( 713.13(1)(b), Florida Statutes.' ` / / / Name, address and phone number. ' 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specifled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT I YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED 0 E JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATT; RNEY = •RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) By ,/ — r 123.01.52 PAGE 3 3/1 Signature(s) of er(s) or Own : t utho,/ .$ 'cer/Director/Partner /Manager Prepared By L 4 *f Prepared By Print Name - Iff�Ll 1 Print Narne Title /Office ! Title /Office STATE OF FLORIDA � COUNTY OF MIAMI -D �r PUBLIC �° The foregoing instrum = ; cknovdxe me this B ,;, f jCommission #DD648633 ❑ Individually, or 0 as••......'` fptf MAR. 08, 2011 ❑ Personally known, 8itIS48t (160t5406 of ident ation: Signature of Notary Public: Rid Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my-- knowledge and belief. S s� � Space above reserved for use of recording o ce IYI 11 P3/ 7016 j 0 14/IMIESAM►� 2-3 for 1111111111111111101 CFN 201080815370 OR Ek 27510 P9 2523"? t113s) RECORDED 12/06/2010 13 :03 :O0 HARVEY RUVIN? CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE ru 4,,,,„. Expires: MAR. 08, BONDED 11ERTINEMITIE BONDING zed Officer /Director/Partner /Manager who signed above: By ANY MAY POLICIES.AGGREGATE INN REQUIREMENT, PERTAIN, 01. TERM OR CONDITION OF ANY CONTRACT OR OTHER bacUM WITH RESPECT TO WM CH THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAIDCLAIMS. I F CAD. MAY BE ISS SUED NG EXCLUSIONS AND ONDr[lONS OF SUCH Ern A Mil TYPE OF IN U NCE GENERAL LIAGILITY POLICY NUNIOEI7 L039001606 -0 UY EFFECTIVE OA M/D 04/27/10 [POLICY EXPIRATION i D TE MM/DDMYI 04/27/11 LIMITS EACH OCCURRENCE `OAwwc $ 1,000,000 COMMERCIAL GENERAL LIABILITY CLAIMSMADE E Cr-CUR r I U tiF_N i laD PREMISES (Ea accurecoc/ E 100,000 MED EXP (Any cne person) S 5, 000 X Contractor Lia PERSONAL /LADY INJURY s 1,000,000 5 1,000,000 s 1 000 000 bility GENERAL AGGREGATE GEN 'LAGCREOA'IE LIMIT APPI.Iks POLICY 7 j n LOC PRODUCTS- CaNIP /OP ACC 7 AUTOMOBILEUABILITY ANY AUTO ALL OWNED AUTOS S( HEL'IULkG AUTOS HIKED AUTOS NON- OWNED ALJTos COMB NBC elNoLEUMIT (Eaac1465111) $ BODILY INJURY (Pio person) — BODILYINJURY Ternccidand $ _ PROPERTY DAMAGE (PerBCeldesd $ GARAGE LIABILITY ANY AUTO _ AUTO ONLY- EA ACCIDENT 5 OTHERTMAN EA ACC 5 AUTOONLY: AGO $ EXCES$IUMEiREI LA _LIA$ILITY DCCUR I ` 1 CLAIMSMADE EACH OCCURRENCE $ AQC,REOATE 5 . DEDUCTIBLE RETENTION $ $ 5 $ WORKERS COMPENSATIONAND EMPLOYERS LIABILITY ANY NN ollelEfoNIFANTNERIAEcUTIvE OF,IGLIWItMLitlt EN LUI3$U7 byes, describe under SPECIAL PROVI.UONS below I TORYLIMITS I I E-1.. EACH ACOIDENT 5 E.L. DISEASE - EA EMPLOYEE$ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/ LOCAT IoNa1 VEHICLES EXCLUSION ADDED BY ENDORSEMENT /SPECIAL PROVIsl °Ns ACORDN CERTIFICATE OF LIABILITY INSURANCE PRODUCER South Coast Insurance, Inc 2124 N E 123th Street Ste 202 North Miami, Florida 33181 305 - 891 -0572 INSURED Wilcon Company 10787 Biscayne Blvd North Miami, Fl 33160 1305 - 893 -6298 DATE(MM/DDMfYY) 11/15/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: AClanti CArAtalty insurance Co NALCO I Li: INSURER C: INSURER D: INSURER E COVERAGES THE POLIO CERTIFICATE HOLDER ACORD25 (2001/08) Miami Shores Building Department 10050 N E 2nd Avenue Miami Shores, Florida 33138 TO /T0 39Vd 0 CANCELLATION SHOULD ANY OF THEAGOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISS • INSURER ENDEAVOR TO MAIL 1° DAYS WRITTEN NUTICE TO'YHE 'r TE '� y� ED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE N• • Rrrerlo• THE INSURER, ITS AGENTS OR / REPR_ j 1V; / _ �>/ / d6 © ACORD CORPORATION 1888 0000000000 EO :ZT 0TOZ /SI /TT PLEASE CUT OUT THE CARO BELOW AND RETAIN FQR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORMERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 01/4312000 PERSON WILLIAM CRUZ FEIN 502009254 BUSINESS - NAME AND ADDRESS: WILCOX CO 9638 NE 5T11 AVE RD , M9AM1I SHORES. FL 33136 SCOPE OF BUSINESS OR TRADE 1- CONSTRUCTION MANAGEMENT EXPIRATION DATE: 01/13/2011 IMPORTANT Pursuant to Chapter 440.05(14 }, F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12(, F.S:, Certificates of election to be H exempt- apply only within the scope of the business or trade listed on R the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice,.or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section QUESTIONS? (850) 413 -1609 * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 CUT HERE • e a � 24 t +�� _ 1 b L G LQ ��il S rJ�iC p,wr $ N L /J at e..+c,s toC41 ON Srtrs.rt 9GA �r P "_ 46. :i Ax.,aa•A a asws --�e` 1 1 a I �—a ga,i a ,. e ZS-2. • 1TGil`� Cit S .><s 3 4 34 • • a el NI NA =Air mom 9207 N.E. 1 AVENO2 25 Z- i • • • • 1411042 3201010, 1'310PZDA 3313U LEGAL Xs�i3�^a ia • • • Lot a5 s&e. es ,t Iof •16, Block 23, AMENDED PLAT OF MIAMI SHORTS SECTION No. 1 subdiv Wlopg aauora,iing to•the plat thereof, as recorded in plat book 10, at page 70, Public Records of Dade County, Florida: subject to dedications, reservations, easements or restrictions of record, ••• .. . . • ••• •• ••• • • SURV414R' 4ERTI • ; • I heap, thi$ of survey of the above described property is true and correct t' the best of tar knowledge and belief as recently surveyed under my direction, and it conforms to the Minimum Technical Standards adopted by the Florida Land Title Association, puVt4a1Jt.ho Section 472.027 of the Florida Statutes. There are no encroaclildenls exaggt $s thou,. • • • • • ....• • •• •� • •• • i • CHRISTOPHER B. COOKE • Miami -Dade My Home -Text Page 2 of 2 ••• • • • • • • • • • • • ••• • • • • • ••. • • • • ••• . • • • • •• • • • • • • • ••• • • • • • • • • OOOO •• • • • • • • • • • •• • ••• •• ••• o • • • •• • • •• • • • • ••i • • • • ••• • • • • • •• ••• • • • • • • • • •• •• • • • • •• • • • • • • • • .: • yottexperlance technical dilliculties wiffi the Mindy Information applicalion, or wish to send us youreommeuts, quest or suggestions please small us at Webmaster. Web Site ®2002 County. rights reserved. http: / /gisims2.co. miami - dade. fl.us /myhome/proptext.asp?folio= 0232260432520 &vbMak... 10/19/2010 MIAMI. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DWISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami –Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Division 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 1650 Aluminum Horizontal_ ' dow – L.M.L APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami –Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 Qf tl g entire NOA shall be provided to the user by the manufacturer or its di Ind altatlable for inspection at the job site at the request of the Building Official. This NO/ r i e9Np o. A8-0107.08 and consists of this page 1 and evidence pages E-1 and E-2, as wQ1,1 1 as oplenTsvall dobumfenf mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • •• • . .,r -q APPROVED ... • • • • ••• • • • • • • • • • • • • • • • • .. .• ••• ••• • . •• • • • • • • • • • • • • • • • • • •• •. • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Gowbuildincicode NOA No. 09- 1217.04 Expiration Date: April 10 2013 Approval Date: February 03, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-010Z08) 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, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300-02 (Submitted under previous NOA No. 08- 0107.08) D. QUALITY ASSURANCE . . J... Miami;D�.dd•Building Code Compliance Office (BCCO). • • ••. • •• '• • . ••. • .•: ..• ••• •• • • • .•• ••• • • • • • • • •• •• • • • • • • .• . • • • . • • • . . • • • .. •• • • •• •• •• • • • • • • • • ... • • .�. • • • • • • . . • • • . • • . ..• • • • • • • • • • • • . •• .. • .. .: •• 4'90 • • E -2 Jaime D..Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 Sunshine Windows Manufacturing, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0107.08) 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08-0107.08) 3. Laboratory compliance letter for Test Report No. FM-5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) 4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-010Z08) G. OTHERS 1. Notice of Acceptance No. 08- 0107.08, issued to Sunshine Windows Manufacturing, Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on 04/10/08 and expiring on 04/10/136. •• ••• • • • • • • •• • • • •••••• • • .. • • • •• • • • • ••• • • • ••8• • • •• ••• •• • • • •• • .• ••• • ▪ • • • • • • • • •• • • • • •• •• • • • • • • • • • • • ••. ••. • • • • • ••. • • • • • • • ••• •0 • • • •. •• • • 000 • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 • ••• • ••• • • • 1• p• • •• • • • •• • • • • • •• tae EN • • • • s • • • • • 1 • • • • • • • • • GN • PRE : CHART - PSF 10 ° L lu3 • SERW 16 5IPALUMINU M • • • dONWAL SLIDING WINDOW ( RO) ±HOJ H MOONIM ■Lw�rl��■ _ * HEAT LENSSWpMI HATED IMPACT • T GLAt _ IMPACT I GLASS 011 W6IEOTB � Y ` °g Idm n.a ' Inc; 745 W. 33rd Pa 1 " me(30a)828 -a11a , (;a a""�"n Sa • 9013 • • HURRICANE PROCTECFLON IS NOT ENQUIRED 11 ____�__ I 1 I • • • • • 1314" SILL 3" SILL FALSE MUNTINS EXT. INT. EXT. ITT. f i ---t.... i II Q HORIZONTAL SLIDING WINDOW (XO) IMPACT RESISTANT GLASS p • • • • • • sans «)IVONVIS 26 imi 37' 53 i,1 74' 26 Tie 37" 53 1/8' 74' • • *• • • 3/6° 4 • 5 ▪ • • •• r• • • • __• 33.33 120.00 80.00 120.00 I 3 5 1 ' 13.33 120.00 80.00 120.00 .0/1. c' 6 1 '%3.33 119.30 80.00 119.3 I (SURFACE APPLIED) MAY BE USED 8 4 11.33 53.33 90.0 120.0 80.00 80.00 90.00 120.00 • 5 53.33 120.0 80.00 120.00 6 53.33 95.50 80.00 95.50 MAX . WINDOW WIDTH 8 53.33 78.90 78.90 78.90 37' 33 1/8" 74' so 5/8' 5 6 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) 6 53.33 88.40 80.00 88.40 8 53.33 67.30 67.30 67.30 37" 63 1/8" 74- 63' 5 8 7 53.33 88.20 80.00 88.20 53.33 75.00 75.00 75.00 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -•5015 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION. PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 8.- GLAZING: 0.340" OVERALL. LAMINATED GLASS USING TWO LITES OF 0.125 HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR 8 53.33 82.00 62.00 62.00 ti 24" b 11 24" 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 120.0 6 53.33 120.0 8 120.0 7 53.33 120.00 80.00 120.0 8 53.33 90.00 80.00 90.00 [bbVbk se' 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120.0 6 53.33 120.00 8040 120,0 7 53.33 99.90 80.00 99.90 8 53.33 88.60 80.00 88.60 72' 4 - 8 - 53.33 100.40 80.00 100.40 ItODUcTIONSED 6 caopym8 y - TiO ,�arT - pp.. EG RF 6 53.33 93.90 80.00 93.90 a 1/2 7 53.33 87.00 80.00 87.00 MIAMI DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED smae� a 18 Rivt B 53.33 74.30 74.30 74.30 _ IMPACT RESISTANT WINDOW 4 53.33 90.00 80.00 90.00 COMM Pa HS08 -01 6 53.33 87.00 80.0 87.00; 7 _ 53.33 83.40 80.0 83.40 " "� • . Tz - IO - oq FLORIDA RR FRANCISCO � 51393 N NDE SHEET 1 OF 7 8 53.33 67.80 67.80 67.80 • ••• • ••• • • • 1• p• • •• • • • •• • • • • • •• ■ ■ t • • • aDISIGN PRESS1JE CHART - PSF • SEW 1651.ALUMINUM • • • • temIZON SL1 1NG WINDOW (%O) HEAT STREN LAMINATED IMPACT • HEEISTANT GLASS . i ,, r r,: • . • • HURRICANE PROC1 1 I I � SIN : N;181 1 .f • ISNOTREQUIRED • • • i 13/4" SILL 3" SILL �• • • P. jo EXT. WE EXT. INT. 749 38 3 /e 1 L • • 1• 4 53.33 90.00 80.00 90.00 74 emir - 11. • • ®• 4 53.33 90.00 80.00 90.00 •••• wt. •• • • 53.33 90.00 80.00 90.00 83 1/8' - •• • 9 • 53.33 90.00 80.00 90.00 1 /4 • 11 53.33 85.20 80.00 85.20 it 48° 11 7 53.33 90.00 80.00 90.00 4e 7 53.33 90.00 80.00 90.00 ea' 9 9 53.33 90.00 80.00 90.00 72° 11 53.33 90.00 80.00 90.00 • • 1•• • • 1••• ••• • A 3 1/8° , 7" TYPICAL ELEVATION (XO) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5981 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5. - FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHAU. BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LRES OF 0.125° HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACT RESISTANT SHUTTERS ABE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED t 2 -10 -51 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Maw Wad% Florida 33012 Pht (308)384 -9882 Faw(385)828 -5118 Dram .9n RF Date 03 -14-0 Basin 1/2'1' Ra4d.a12 -10-09 RaWataa PROM NO. HS08 -01 SHEET 2 OF 7 • • • • • • • • • • . . • • • • • . • • • •• • • . . • • • • • • • • • • •• •• .. . . • • • • • • •• •• • • • • • • • • • • • .. • • • • • • • • VERTICAL SECTION HORIZONTAL SECTION IMPACT RESISTANT WINDOW VERTICAL SECTION WITH SILL RISER FRANCISCO HERNANDEZ FLORIDA PE # 51393 Dram RF Datas 03 -14-09 s 1/2 ReNatoneltzl 0 Realm DRAWING NO. HS08 -01 SHEET 3 OF 7 • • • . • 0.812 b �1 J k 1.875 MOVING r 925 —•i 0.050 L Il 0.812 I-- MEETING RAIL SW-017 8083 -75 1 0.062 7 MOVING SIDE RAIL 6063 -75 2 .- 0.050 2. 1 FRAME SILL 6063 -15 3 1 t6.6 FRAME n ,.437 PANEL 1 N ape JAMB 1.312 PANEL RAIL — 2077 ---1 JAMB TO MOVING SW -013 8083 -15 _ _J 1 FWD MEETING RAIL SW -40111 6063 -15 TO FIXED SW-014 6063-15 2. - FELT 8 • 3 1I 1 JAMB TO FIXED PANEL BRASS 1.00 • tit-Tb*I 0.892 0.082 1.790 10 19780 i (-T1(--. RAIL LOCO SLIDER TOP AND SW -012 6083 -15 BOTTOM RAIL AS RQD ASSEMBLY SCREWS 60 12 T MAR" 1 JAMB TO MOVING PANEL MOVING 060 1.00D0 SIDE 1168 INSERT TRACK SW- 1 8083-18 FRAME HEAD AND 8063 -TS SILL. 11EM9 PARTS REQD. DESQUPTION MATERIAL 1 : 61O1% it_ 1 MOVING SIDE RAIL 6063 -75 2 %W -019 1 FRAME SILL 6063 -15 3 : Stiaot21: 1 INSERT TRACK 6083 -76 5 • wit. 2 /SILL RAIL 8083 -15 6 • 41Jl.._�• ' 1 SILL RISER FELT 8 • 3 1I 1 JAMB TO FIXED PANEL BRASS 9 • tit-Tb*I 1 MOIING MEETING RC. 6083 -T5 10 %4111 i roam MEETING MIL 8083 -15 11 r 4 114 2 4 • AS RQD ASSEMBLY SCREWS } a X 1' EMS. 12 T MAR" 1 JAMB TO MOVING PANEL 6083 -15 ITEMS PARTS REQD. DESCRIPTION MATERIAL 13 SW -016 1 MOVING SIDE RAIL 6063 -15 14 5113257 AS ROD WEATHER STRIP BULB VINYL 15 SW -887 AS ROD LATCH ZINC 18 SW -S10 2 /SILL RELIC LILATED FILTER FOAM 17 5W40771 1 SILL RISER 8083 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6083 -T5 19 - AS RQD SILICONE PEC. -895 OR SIMILAR 20 SW- 101 AS RQD IMPACT GLAZING BEAD 8063 -78 21 SW -STL 1 3/8' X 3/4• FIAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS it 8 X 2 1/2• EMS. • • • • • • • • • • • • •• • • • •• • • • • ••• • •••• • •••• •• •••• • • •• • • • • • • • • • • •• • •••• • • •• • • • • • •-- • • •• MATERIAL LIST MATERIAL LIST IMPACT RESISTANT WINDOW !z- is --0.q FLA NCISC PE 51393 Sunshine Wind Nanufachaag, Inc. 1745 W. 33N Hasa Weak fbAda 31012 Pia 0)384 -8682 Fmc(305)828 -5118 RF om 03 -1 8cAM 1/2•-1' RaNdcfni 10 MINNA u d61YlDOi N0. HS08 -01 SHEET 4 OF 7 • • • • • • • • • • • • • • •• • • • • • •• 1 • • • ••• • •• • ••• ••• • ••• • ••• • ••• • • DETAIL A ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' TAPCONS 1 I/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL ( STEEL OR ALUML 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW DETAIL B ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4' SMS 1 .1/2" YIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CART) 2" BY WOOD BUCK Z - K4'1 • ant FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacture, Inc. 1745 W. 33rd Plans W ah. Rwld. 33011 l'te (305)584 -8952 Fme(305)828 -5118 D ro.n •a R Dates sow RiKIBma12 -10-09 Rs+1Wm mum N0. HS08 -01 SHEET 5 OF 7 • .• • .. • .. •• • • .. • •• • • •• • ••• • •5• • • • • • it • ••. ••• • ••• • •0• • ••0 ••• •••• • • • •• • • •• • • • • • • . 0 • • • • •••• • • •••• • ;: •. z • • • • i., '. ^ 5 • . 4 a .. • . .• • • • •. . • • • •••• • • •••• 2 1/2 MIN. TYPICAL ANCHORS I MIPll ; 1 ■.. TYPICAL ANCHORS DETAIL D ATTACHMENT TO PRECAST SILL 2' BY WOOD BUCK /4' SINS T 1/2 MINT PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING MD NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL SILL SECTIONS DETAIL : L•P 2 1 /2" MIN. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) IMPACT RESISTANT WINDOW DETAIL E ATTACHMENT TO MASONRY TYPICAL ANCHORS 2 1 /2" MIN. 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRA CHART) 3/4' MOO. NON—SHANK GROUT OR 1' BY 5000 BUCK TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAIL ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 1 2-t0-0 4 1 FRANCISCO HERJANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1743 W.3310 Plow N401.ob. Florida 33012 Plc (3135)334 -8252 Fmc(305)1128 -5113 aaa • RF Raba 03 -14-08 8 1/2 "01' Radkmg Rerelskou 010W502 N0. HS08 -01 SHEET 6 OF 7 • • •• • • •• • • • • • •• • • ••• 00• •• • •• • ■••• • • t•i• • ••• ••• • ••• • ••• �� L ••• • • • • DETAIL H 1/4" MAX. SHIM SPOCE • A • • • • • :'• • •, • ,• • • 1 1/4` • • TYPICAL ANCHORS ••• 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT :.: • • • INTO MASONRY THROUGH 1" BY WOOD BUCK • • • OQ NON SHRINK NON METALLIC GROUT tFOR WIC. ANCHOR SPACING AND NUMBER •• • • • 9F REFER TO DESIGN PRESSURE CHART) • • • • • • ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT ID MULLIONS DETAIL DETAIL I 2" BY WOOD BUCK TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO WOOD DETAIL GLAZING DETAIL 0.090" DUPONT BUTACITE PVB OR SIMILAR 1 8" HFAT • 1/8" HEAT 3/8 " ) BITE SUCONE PECORA 895 OR SIMILAR GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LUTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO IJTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR TIPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW DETAIL TYPICAL ANCHORS 1/4" SUS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8" MIN. MUCHNESS) PTIODUCERBVISBD ▪ complyins 4499 the SW& ▪ Co°a O' III A a45 cupSN° I vor: l . '"Rtt I m—L0 -0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc 1745 W. 33rd Plain 15aloolb Florida 33012 PIa (35)354 -5852 F45(305)828 -5118 Dram RF path 03 -14-08 s•d• 1 / 2 " °1. Raawaic mal• 80. HS08 -01 SHEET 7 OF 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 2000 Aluminur4 Single Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 04/02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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•N€ rces•NOA 1 otd -- 0219.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as ap rg?a1 &cent mentioned above. The,Sutynette 4ocumeatatioMvas reviewed by Jaime D. Gascon, P. E. •• • • • • 000 • • • • • • • • • • • • • • • • • • • 0 • 1 ' •l • • • •• •• • • • ••• • • ••• ••• • • 0�1 • g l •• •• • to MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.maimidade.GOv/buildinacode NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 04 /02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0219 03) 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, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC -2007, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -02 (Submitted under previous NOA No.08- 0219.03) D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). ..... .. .. . • ....••• • • .. ...... • • . ..• •• ••• ••• '•. • • • •• • . • • • • .• • • •.. • • • • • • • • • • • . . • . • • .. • • • •. • • • • • • • • • • ••• • • .•. • • • • • • • • • • • • • • • • • • • . . • . • • •. •. • • • •• •. • •.• • • • ••• • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Sunshine Windows Manufacturing, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09 -0312.02 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 08, 2009, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0219.03) 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) G. OTHERS 1. Notice of Acceptance No. 08- 0219.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.I.", approved on 04/24/08 and expiring on 04/24/13. . ••• • • . • • •• . . •••• • . • •• .•••• •• •. . • .• ..• .. • • • •• • • ... ••• .• • • • • • • . • • • • • • • • • • • • . • ' • • • • • .• • •• • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ••• • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • • 00 •. • • • • • • •• •• 00 • • E -2 Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DIION DIMENSION SCHEDULE PRESSURE-PST WIDTH HEIGHT PER � prt " A i, PER IAMB ENT. INT. 19 1/8" 3 90.0 90.0 28 1/2" 3 90.0 90.0 37° 28• 4 3 90.0 90.0 53 1/8 6 75.0 75.0 19 1/8" 3 90.0 90.0 28 1/2" 3 90.0 900 37" 38 3/8" 4 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" 3 80.0 90.0 28 1/2 3 90.0 90.0 37" 50 5/8' 4 6 90.0 90.0 53 1/8 6 75.0 75.0 19 1 /8" . 3 75.0 75.0 28 1/2" 3 75.0 75.0 37 4 7 75.0 75.0 53 1/8 6 75.0 75.0 19 1/8" 3 75.0 75.0 2b 1/2 3 75.0 75.0 37" 74 1/4" 4 8 75.0 75.0 53 1/8" 6 75.0 75.0 ••• • 11••• •. • •••• •• ••• • • •• • • • • • • • • • e• • • • • •• •••• • • • • • • • ••• • • • • • •••••• • • • • • • • •••••• • ••.• .• •• • • • • • • 000000 •••• •••• ▪ • • • • • • • F • ••• • 0 • • •••••Oaaj • • • _ • •.•••• ■•• • $ • •••••• • • II II II4ACT GLASS __JL__JL - II 11 IIIWACT GLANS - -ir + II C�? II(1 (•� Jr HEAD ANCHORS SEE CHART 4 ° 10 ° MAX. TIPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPUEO) MAY BE USED GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW 'RODUCTREVISED aamptying with the Florida 3ufdiog Cod¢ dceeptence 05 2013 tit -8 -oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 me Endows Manufacturing, Inc. 1745 W. 33rd P. NcIed. fl•de 37012 Ph. (205)304-2252 Feec(308)1126-5118 •••• 517 RF Oats: 04 -02 -08 Sc.* 1/2"1 - 5.wme12 -8 -09 RMekre NO. SH08 -01 SHEET 1 OF 6 • •••• • • • •• '• • • • •• • • •• • • •• •• •• 1.• • • • • ••• ••• • •. • • • • . . • • 000000 • • • •••• • • • •• • •••• • • • • •..••• • • • 00000 • • ▪ •• • 2 01 /2• MIN. •••• • • •••• •••••• • •..S•• • •• • • • • • GLAZING DETAIL DETAIL Al ATTACHMENT TO MASONRY 0.090 DUPONT BUTACUE PVB TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL HEAD SECTIONS TYPICAL ANCHORS DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL. OR ALUMINUM 1/8' MIN. THICKNESS) IMPACT RESISTANT WINDOW DETAIL A2 ATTACHMENT TO WOOD PRODUCT REVISED as complying with eta F1odd. Badiag Code Acwpicooe No • 21 • . -� Dew _ :r_c 201 TYPICAL ANCHORS 1/4' SMS 1.1/2 MIN. PENETRATION INTO STOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) l2$.oy FRANCISCO HERNANDEZ FLORIDA PE # 51393 W Doan Br: RF Date: scam 1 2 =1 Revision 12 -8 -09 SH0 -04 SHEET 2 OF 6 •S• .. • • • • ••• • • • • • • .. • ... • • • • ...• • 000000 • • • •••• • • • • • • • ••• • • .••.•. • ..•.. • •• • • • • • • • • • • •S•••• •• •• • • ...... •••• • • •••• 00000 •••S•• TYPICAL ANCHORS DETAIL C3 ATTACHMENT TO WOOD TYPICAL ANCHORS TAPCONS 1 1/4' MN. EMBEDMENT INTO MASONRY (FOR MAXI ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAH.CI ATTACHMENT TO PRECAST SILL 2' SY WOOD BUCK 1/4' SMS 1 1/2* MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW TYPICAL ANCHORS DETAIL C2 ATTACHMENT TO MASONRY 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS TAPCONS 1 1/4* MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) (2 -8 -Got FRANCISCO HERNANDEZ FLORIDA PE # 51393 g h1 Oatx 04- -08 R.1.1 1/2' 02°7 R,svMA 12 -8 -09 15nAt1 OWING NO. SH08 -05 SHEET 3 OF 6 .••• • • • • •s• •• • f • • • ••• •• •. • • .• •• •• •• • • ••• • • • •••• • 00000 • • • •••• • • • •• • •••• • • • • •••••• • • • •• • • • • • $ • • • • •.f••• •s •• • • •••• • • • • • 1 /4' MAX. •• • DETAIL DI ATTACHMENT TO MASONRY TYPICAL. ANCHORS 1/4• TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THOUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL D2 ATTACHMENT TO WOOD ATTACHMENT TO MULLION DETAIL TYPICAL IAMB SECTIONS 2' BY WOOD BUCK TYPICAL ANCHORS 1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS 1/4 SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VALIDS FOR .NIBS, HEAD AND SILL MIAMI-DADE COUNTY APROVED IMPACT RESISTANT WINDOW DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL ANCHORS 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 12.5 —oq FRANCISCO HERNANDEZ FLORIDA PE 0 51383 Ika+n ev: RF Dc 8448 1/2 ®1 RM►km 12 -8 -09 ReA.Mm DRAIN KO. SH08 -06 SHEET 4 OF 6 s••• • • • ••• • • • • • • ••• • ••• • • • •• ••• 1 •• •• • • • • • • • • • • • •• • • • • • • •••••0 • • • • • • • • •••••• •• •• • ••• • • • • • •••••• •• • •••• •••• e L • • •••• •••• • ••••e• • • •••••• •• •••••• • •• • • • • • • • • • •••••• • • 0 (SEE DETAILS Al, A2 AND A3 ON SHEET 2 OF 6) 3/4' x 3/8' STEEL 0 (SEE DETAILS C1, C2, C3 AND C4 ON SHEET 3 OF 8) VERTICAL SECTION WINDOW WIDTH (SEE DETAILS DI, D2 AND 03 ON SHEET 4 OF 8) HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW PRODUCT REVISED • ccmplymg wIlit Hs Florida rra - ►21 .oc{ FRANCISCO HERNANDEZ FLORIDA PE # 51393 ,• RF Der 02-93 s�ic Hoax= 12 -8-09 Rnht= NUMB —02 SHEET 5 OF 6 T •••• 1 3, 2 :• *••• •• •• • • • am 0.812 0.304 MATERIAL 0.812 1i ( l , I1.230 � J 21 A D J f � ' GLAZING BEAT SOW-101 6053-78 •.�R� 1f 69 — =5 • • • • • • • L LNG RAIL 5W -015 8083 —T5 T I 2. 27 0.082 2314 0.937 3 5 J 2'000 FRAME JAMB 0050 1'878 �� 1 SASH - 0.812 TOP 58 6083 -75 -� 0.050 I-.— RAIL 8083 -75 5 0. 2.078 FRAME SILL 58 -52101 8083 -T5 2.375 FRAME JAMB S0-011 6083 - 75 8083 -75 6 i 1 � 1.000 E -IL 0 SASH 80830- 0.602 0.050 — �SITE PALL -1T6 y 0.1870 0.7 19 1324 SASH BOTTOM RAIL PLASTIC KOCEfAL K300 SW -43353 SASH CAM NYLON 11E818 PARTS REQD. DESCRIPTION MATERIAL 1 5W -014 1 FRAA1E HEAD 8063 —T5 2 5W52101 1 FRAME SILL 6083 -75 3 SW -011 2 FRAME JAMB 8083 -75 4 SW40111 1 MEETING RAIL 8083 -75 5 SW -017 1 SASH TOP RAIL 8083 -75 6 5843355 1 SASH BOTTOM RALL 6083 -75 7 5852028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6083 -75 9 SW-AS AS REO ASSEMBLY SCREWS / 8X1' PH PHILUP CRS 10 588202A 4/VENT FACE GUIDES NYLON 11 5•43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SY1820 AS ROD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL. 14 - AS ROD SILICONE DC- 889 /0E -1200 15 SW14101 AS ROD GLAZING BEAD 8083 -T8 18 58540 2 SPIRAL BALANCE ALUMINUM 17 SW -687 2/VENT LATCH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL ••• ► ••• • • • •••• •• • •• • ••• • ••• • • • • • • • • •• • •• • •• • •• •••• • • •••• • • • • •••• • • • • • • •••• • • •••• • • •••••• • • • •••••• • • • •• • • • • • IMPACT RESISTANT WINDOW MATERIAL LIST te. ..off FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Mamifethtmg, Inc. 1745 W. 33rd Place /Weak ikdda 33012 1Ic (305)584 -9182 F•c(305)828 -5118 MOM N0. SH08 -03 SHEET 6 OF 6 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, Florida 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2001 Aluminum French Door act R. sistant. APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04/02/08 with no revisions signed and sealed by Francisco Hernandez, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 shah be a al 1e eg itlsprct48f1 at the job site at the request of the Building Official. This 1;1pA ry C 4.18a.03 consists of this page 1, evidence page 1, as well as approval document mentiplted Agvd. • • • • • • The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. • • • NOA No 08- 0417.05 • Expiration Date: May 08, 2013 111 z.l:. /:'a Approval Date: May 22 2008 • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • o • • • • •• •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door Impact Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 04/02/08 with no revision, signed and sealed by Francisco Hernandez, P.E. B. TESTS (Submitted Under NOA # 2- 1104.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/21/02, signed and sealed by Late Gilbert Diamond, P.E., reviewed by J. O. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III G clear and colored interlayer", expiring on 05/21/11 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 47 & 57, dated 2003. E. STATEMENTS 1. No Interest Letter signed and sealed by Francisco Hernandez, PE. on April 02, 2008, 2. Code Compliance letter signed and sealed by Francisco Hernandez PE, on April 02,2008 3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on 08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA# 02- 1104.03) F...(SUM . .. .. • 1 ....:11SOA # 02:1104.03 • • . .. ... .. • .... • •• • • • • • • • • • • • •• .• • • • • • • • • •• • • • • • • • • • • •• •• • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • . . • • • • •• •• • • • •• •• ••• • • • ••• • • E -1 414.1Fkatitc, Mohammed Iqbal Shaikh. P.E. Senior Building Code Compliance Specialist NOA No. 08- 0417.05 Expiration Date: May 08, 2008 Approval Date: May 22, 2003 DESIGN PRESSURES CHART- PSF I 1 11 DOOR 1 I 1 1 I II I! LEAF LEAF HEIGHT 26 1/8" ANCHORS (NOMINAL) ANCHORS 26 1/8" NEG. (NOMINAL) PER HEAD PER JAM B MAX. DAYLIGHT 4 l 70.0 70.0 ©/ 8 - 0 I if 1 B MAX c I 2' -6 3 • 70.0 70.0 3' -0" 4 70.0 70.0 0 7 ■ a 2' -6" 3 70.0 70.0 O I 1 1 1 l I DESIGN PRESSURES CHART- PSF DOOR DOOR DOOR DOOR LEAF LEAF HEIGHT LEAF WIDTH ANCHORS (NOMINAL) ANCHORS POS. NEG. (NOMINAL) PER HEAD PER JAM B 3' -0 4 70.0 70.0 8 - 0 8 2' -6 3 70.0 70.0 3' -0" 4 70.0 70.0 6' -8" 7 2' -6" 3 70.0 70.0 • • • • • • • • • FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE 11 N40 DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3. • • • 15 ° I 10 • • • • ELEVATIONS 5" 10" MAX. MAX. MAX. 72 MAX. DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 5° VAX (AX. REV. NO 1'ES: 1. ANCHOR OPTIONS AND NUMBER OF ANCHORS: 1/4 ELCO TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO CONCRETE BLOCK OR #14 S.M.S. WITH 1 1/2" MIN. EMBEDMENT INTO 28Y W000 BUCK OR #14 S.M.S. X 1 1/2' IN METAL FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART. 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES SHOWN ABOVE. 3. GLAZING, 5/16' OVERALL LAMINATED GLASS MADE OF TWO LITES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 INNER LAYER FILM SAFLEX— KEEPSAFE BY SOLUTIA INC. GLAZING PENETRATION 0.533 °. 4. COLONIAL MUNTINS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF DLITT JOINTS FASTENED WITH (2) #10 X 1 PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME. PANEL, ETC. 7. REFERENCE: TEST REPORT FTL - 3399. a THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. PRO1 1)C7 P,1_A.^;;t>gn I17L Xya :G p p. T7ndAp £ sp i z . °.J Dees' Tipirri;,a Lrsy S o Dingsit Dadc Prodau Coning Dtvisinn 4-2-09 FRANCISCO HERNAMDEZ Fi, PE C' S 393 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Placa Hialeah, Panda 33012 Ph; (308)364 -9952 Fmc(3O5)828 -5118 Drown 9v: RF Data: 04 /02/08 scats. NTS Revision: Revlsbrc DRAWING N0. FD08 -01 SHEET 1 OF 3 • • • 4v. • ANCHORS 06 FROM CORNERS AND THE REST 012 O.C. MAX. FOR ANCHOR OPTIONS AND • • NUMBER OF ANCHORS SEE NOTE #I AND DESIGN o ' • PRESSURE CHART ON SHEET 1 OF 3. • ��T�•1 (y/ AL R JAMBS) • • • • • • •• 1BY OR 2BY WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL. FOR ALL WOOD BUCKS) ANCHORS OS FROM CORNERS AND THE REST 012 0.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR DOOR JAMBS) HORIZONTAL SECTIONS IN SHIN MAX. GLAZING DETAIL 0. 090" SAFFLEX— KEEPSAFE BY SOLUTIA 1/8 HEAT STRENGTHENED 16 PERIMETER TRIM (OPTIONAL) SILICONE DOW CORNING 995/ PECORA 895 PROT71 i k:;i• ?' =..i a WPlpsi:., L'ii�h t:;;; n':Qf4p ::, 95immIlm9 Product control DiVision A4661443 No - . 4- 2 -08 FRANCISCO NERMANDEZ F1.. PE @ 51393 1745 W. 33rd Place I•GOleah, Ffmldo 33012 Ph: (308)364 -9952 Fme(308)828 -5118 • • 181 OR 28Y WOOD BUCK 6Y OTHERS SHALL WITHSTAND AU. GLAZING SYSTEM • • • • • • • • LOABS•(1YPICAL FOR ALL WOOD BUCKS) • •• • • • •: a • • • • •• •••s • •••• VERTICAL SECTION IMPACT GLASS: SEE NOTE �3 ON SHEET 1 OF 3 AND GLAZING NAIL SHOWN IN SHEET 2 OF 3. STRUCTURAL SUJCCNE DOW CORNING OR SSMOAR ANCHORS 1 §5 FROM CORNERS AND THE REST ®10' O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE /t AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR HEAD AND SILL) ITEM # PART # REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 6063 —T6 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 —T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 —T6 4 SW -37 2 FRENCH ODOR JAMB 6063 —T6 5 SW -40928 (4 ") 1 PER ANCHOR FLAT FILL COVER 6063 -75 6 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 6063 —T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063 —T5 8 SW -3332 AS REQD =IN PIE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF b" BUTT HINGE 6063 T5 10 SILICONE AS REQD DOW CORNING 995 /PECORA 895 SILICONE 11 SW—L1 1 LCC (LATCH) METAL YALE NEW TRADITIONS' 800 SERIES DEAD SOLI METAL 12 SW —L2 1 LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D j/ 10 X 1 SMS 15 SCREWS AS —REQ'D '// 10 X 1 1/2 SMS 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 6063 —T5 17 SCREWS AS —REQ'0 fi e X 1/2" SMS 18 SW —H 1 SURFACE MOUNT HANDLE METAL FD HEAD (SW -38) FD JAMB (SW -37) .082' O FD ADAPTER(SW-47) 1.908' FD HINGE (SW -57) MATERIAL LIST O FD TCP & BOTTOM RAIL (SW -39) 3.50" 4.375 FO VERTICAL STILE (SW -36) I 0 5.00° FO SILL (SW -40) PERIMETER TRIM ... t; .,..ride M, z i Oath: i'.vcic. eunudt 0i1'Idiau 4. -0(5 FRANCISCO HERNANDEZ FL PE # 51383 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Kabob, Florida 33012 Ph: (305)384-8952 Fa,c(305)828 -5118 Drawl Bw. RF Date: 04 -02 -08 Scab: 1/2`.1' Review,: Reetebon: DRAWING N0. FD08 -01 SHEET 3 OF 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33` Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 I ligh Velocity FIurricane Zone. DESCRIPTION: Series 4302 Aluminuni Fixed Wsudovv APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur afterlffie expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 1jQ; r jind renewsNOA # 03- 0314.07 and consists of this page 1 and evidence page E -1, as v,e11 as airrbydl 41o4rrn1e$t mentioned above. Thb subt:ittld locumeu!atiori eras reviewed by Manuel Perez, P.E. IS ••. .• • • • •. • • • • • .. • • • • • • fogs• • • • • ••• • • • • • • • • • • • • • .fogs • • • • • • • • • • • • • • fogs •• • • • •. •• •.. • • • ••. • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildingcode NOA No. 08- 0902.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 Page 1 Sunshine Windows Manufacturing, Inc. • • NOTICE OF ACCEPTANCE: EVIDENCE S MITTEN A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA # 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 08/20/08, signed and sealed by Franco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA # 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 03- 0314.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 Aluminum Fixed Window — Impact ", approv • n 09/11/03 •• • . • •. r •• • • • • ••• aci e on 09/11/08. are Manuel Pe . E. Product Control er NOA No. 0 - i 02.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 • • • • • •• .•. .. • • • •• • ••• •• • ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • E -1 s • • •••• • WINDOW • SIZE • • R x 3 • • • • DISIGN PRESSURE • CHART - PSF ' �,,� i • i Y' � E NEG. 1 ' 1 • 1AELINEC •SIDE SHORT SIDE oQ8 X 26 di • • 12 3 75.00 75.00 . 26 6•14••11 3 90.00 90.00 91 X 26 •ZQ., 11 3 90.00 90.00 84 X 26 10 3 90.00 90.00 • 7743:X 37 _ 99 * Y e 9 4 55.50 55.50 78 26 : 4, • • # 3 90.00 90.00 78 19 •8 ♦ 3 90.00 90.00 63•X 46 7 8 5 72.00 72.00 63 X 39 7 8 5 83.78 83.78 63 X 37 7 8 4 88.32 88.32 63 X 26 7 8 3 90.00 90.00 83 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.13 73.13 5.3 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 5,3 X 37 6 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 5 8 4 90.00 90.00 48 X 28 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 76.42 76.42 74 X 37 8 9 4 79.10 79.10 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 1 • 1 ••• . • •• •• • • • • •• - -• • • •, •••;• • • • • • •• • • • • • • • • • • • . • • • • • • • •• • SIERT SIDE (S) 11 A RECTANGLE TYPICAL ELEVATION TYP. 90 CORNER DETAIL ALUMNUM WELD (INTEDIOR1 SEE KONG NOTE CORNER DETAIL#2 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. PRODUCT ;Etra 00810;4a,E rF 1: the !1D1d3.�, 132,11:e4:. • J' " mbla 1r 1h ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 - T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2 MINIMUM EMBEDMENT INTO W000 cuss: 0.34` OVERALL LAMINATED GLASS USING TWO WES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX DIG INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY r, TRAPEZOID TYPICAL RT.RVATION of -2� FRANCISCO HERNANDEZ FLORIDA PE # 51383 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pkee HtIoah, Florida 33012 PP: (305)384 -8882 Fa.:(305)828 -5118 E. RF outgo 08 -v-08 S oIo: 1/2 m1' Rur:elo.O 08 -23-08 DRAWING N0. PW08 -01 SHEET 1 OF 8 . ..-.- • : • 1 DESIGN PRESSURE CHART - PSF NUMBER Cap ANCHORS PO NE E. SILL JAMBS ants TOP 26'1(•1)! 3 11 4 90.00 90.00 2! •C•96• • 3 10 4 90.00 90.00 2Q * i94 • • 3 10 4 90.00 90.00 2g X tio 3 9 4 90.00 90.00 3? 2078 : 4 8 6 55.50 55.50 26 X 78 3 8 4 90.00 90.00 19 X 78 3 8 3 90.00 90.00 46 X 63 5 7 7 72.00 72.00 39 X 63 5 7 6 67.20 67.20 37 X 63 4 7 6 70.10 70.10 26 X 63 3 7 4 90.00 90.00 19 X 63 3 7 3 90.00 90.00 48 X 48 5 5 7 73.13 73.13 48 X 53 5 6 7 72.00 72.00 39 X 53 5 6 6 82.50 82.50 37 X 53 4 6 6 84.00 84.00 26 X 53 3 6 4 90.00 90.00 19 X 53 3 6 3 90.00 90.00 39 X 46 5 5 6 90.00 90.00 37 X 46 4 5 6 90.00 90.00 26 X 46 3 5 4 90.00 90.00 19X46 3 5 3 90.00 90.00 37 X 38 4 4 6 90.00 90.00 26 X 38 3 4 4 90.00 90.00 19 X 38 3 4 3 90.00 90.00 26 X 26 3 3 4 90.00 90.00 19 X 26 3 3 3 90.00 90.00 39 X 74 5 8 8 66.60 66.60 37 X 74 4 8 6 57.00 57.00 26 X 74 3 8 4 90.00 90.00 19 X 74 3 8 3 90.00 90.00 • 4 •• • • •• • • • •••• ••• • • ••• • ••• • ••• •• • ••• • .•• • • •••• • • • • • • • • • • • • •• •• a • • •••• • • • •• • • • • •••• • • • • • • • •• CORNER DETAIL #1 DzstraikuiRDEutu.. WINDOW 1MMTH I► A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2' MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4' SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WRH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4' SMS 1 1/2' MINIMUM EMBEDMENT INTO WOOD 4: THIS PRODUCLMEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34 OVERALL LAMINATED GLASS USING TWO LRES OF 1 /8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1 1/4° MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED as eam7?yimt with the Florida is8 Cade Aceephswe No 08 _0 02.10 Die °1 FRANCISCO HERNANWa FLORIDA PE 9 51383 Sunshine Windows Manufachuing, Inc. 1745 W. 3381 P1m• Hmboh, MAO 33012 Ph: (305)384-0862 Fox:(305)828 -6118 fi W D ram 8R • S§=1,8=0_, FF Scot,: 1/2 RodNao Da -29-08 Royale* DRAWING N0. PW08 -01 SHEET 2 OF 8 s• •• • • • rxt: • • • • DESIGN PRESSURE CHART - PSF NUMBER OP ANCISORS POS. NEG. SILL. TO JAMBS LE 101 11 16 3 90.00 90.00 98 X 26 • 10 14 3 90.00 90.00 •••• 91 X 26 10 14 3 90.00 90.00 WC 3r ` 9 13 3 90.00 90.00 AV'S?• 8 12 4 55.50 55.50 4 X ? • 8 12 3 90.00 90.00 78* 19 4 8 12 3 90.00 90.00 63 X 46 7 10 5 72.00 72.00 63 X 39 7 10 4 67.20 67.20 63 X 37 7 10 4 70.10 70.10 63 X 26 7 10 3 90.00 90.00 63 X 19 7 10 3 80.00 90.00 48 X 48 5 7 5 73.13 73.13 53 X 46 6 9 5 72.00 72.00 53 X 39 6 9 4 82.50 82.50 53 X 37 6 9 4 84.00 84.00 53 X 26 6 9 3 90.00 90.00 5.3 X 19 6 9 3 90.00 90.00 46 X 39 5 7 4 90.00 90.00 46 X 37 5 7 4 90.00 90.00 46 X 26 5 7 3 90.00 90.00 46 X 19 5 7 3 90.00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 6 .3 90.00 90.00 38 X 19 4 6 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 12 4 56.40 56.40 74 X 37 8 12 4 59.10 59.10 74 X 26 8 12 3 90.00 90.00 74 X 19 8 12 3 90.00 90.00 • • • • • • • • • • L •••• • • • •••• •••• • •••,• • • • • • • • •• " •• •• • • • ••• , •• • • ••• ••• ••• •• • ••• • •••• • • • •••• • • • • • • • • • • • • a NORM WELD NIEWOR 410 CORNER DETAIL #1 SCREWS X 1' 4,1 TYP. 9U CORNER DE TML 9900* 1 DTH (W) 4' *X 10' Id4X. SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL RT F VATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A36 WITH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2" MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO IJTES OF 1 /B" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IRG INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/B' FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED as aeu1i91^:n;, wZL't the Florida But'4.9s 1 Coda ArCepteres No 08 - o • 02.10 Expiration Daze . • .._4 J By Dni ' .a Product Contr� CCRW R DETAIL 11 B FRANC= HER FLORIDA PE # 51393 Sunshine *cloys Manufacturing, Inc. 1745 W. 33rd Mace Hmsoh, Fisddd M012 Ph: (305)384 -9952 Fax:(305)828 -5118 Drown 9,.y, RF Dote: , soda, 1/2 =1 Revidcn: 05 -23-08 Revuton; DRAWING N0. PW08 -01 SHEET 3 OF 8 I • •• I• I ' *SWOW e. • 612R P•AiH ��•� • DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS POS. NEG. SILL ARCH VW X 26 11 14 90.00 90.00 1 96 1i 26 10 13 90.00 90.00 91 X 26 10 13 90.00 90.00 84 X 26 9 12 90.00 90.00 78 X 37 8 14 55.50 55.50 78 X 26 8 12 90.00 90.00 78 X 19 8 11 90.00 90.00 63 X 32 7 12 75.00 75.00 63 X 26 7 10 90.00 90.00 83 X 19 7 9 90.00 90.00 48 X24 5 9 90.00 90.00 53 X27 6 10 90.00 90.00 53 X19 6 8 90.00 90.00 46 X 23 5 9 90.00 90.00 46 X 19 5 8 90.00 90.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 57.00 57.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 • •••• • • • • •••• ••• • • • •••• ••• • • • II • • • • • • •. • • • • •••• • • • •••• • • • • • •• • • • •••• • • • • •••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500.A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED es cermirii12, with the Ralida 58.°dII' Cede Ac go2eee e 0Z40 F.xfrraikth Date • r Sunshine Windows Manufacturing, Inc. 1743 W. 33r4 Place Mks* Feel * 33012 P1,: (308)384 -8882 Fax: (309)828 -5118 D Bv: RF Doty 08 -1 3eme; 1/2-=1' %M et= 10 08 - 23 - 08 Revieien: DFAWINO NO. PWOB -01 SHEET 4 OF 8 • • • • • •••• • • 4 • • •B • • •••• • • • • •• • • •••• • • • •••• • • • • • • • • • • • •• •• A • • • • Via ROUND • • sue-- - 4 I PICAL ELEVATION • jairipl PRESSURES PO IfvE = +90ADPSF i liEIDAVVE =- 90.00PSF 1 12' 39 MAX QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =+90.00PSF NEGATIVE =- 90.O0PSF CORNER OEtOL +2 ti7 '411 ALUYBNM WO.D I, CORNER DETAIL #1 TYP. 90' CORNER DETAIL CORNER DETAIL #2 CORNER DETAIL /I A 4 I 12' MAX 39" MAX. ASSEMBLY SCRIMS X 1" QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +9000PSF NEGATIVE =- 90.00 ASSEMBLY SCREWS #8 X 1' A �y ANCHORS: tI ° t a L 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4' SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 —T5 WITH 1 /8" MINIMUM WALL. THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34' OVERALL LAMINATED GLASS USING TWO LTTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY PRODUCT RENEWED 719 cemoly105 with the Florida Building Code Acaopte7•.co No O5 r. .10 Expiration 0410 • TI►IYr.1 By /% F'...:.. r - Mia.. -.•adc Product Co 0h4 on •7'4 25 -0E3 FRANCISCO HFRNANDEZ FLORIDA PE pl 51353 Sunshine Windows Manldactur'nlg, fne. 1745 W. 33rd Ram Hbleoh. F1m143 33012 Ph: (305)354 -8552 Fox:(305•28 -5118 DrownDo RF Dote: 1 Dome: 1 xe1 Rerielatu 0 -23-08 Re iabn: DRAWING N0. PW08 —01 SHEET 5 OF 8 ••• ••• • • • ••• ••• • ••• • • • • •••• •. •• • • • • •••• • •••• • • • • • • • • •••• • ••• • • • ••• • • • • ••• • • • ••••: • • • ILDING CODE. HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =+90.00 PSF NEGATIVE = -90.(0 PSF UCT MEETS THE REQUIREMENTS OF THE 2004 PRODUCT RENEWED as complying with the Florida 8ufld og Cod O , O S • Acca oo D•Lp1It'3. (Q e Product on By Mien Di ,. 9 — 2S —Og FRANCISCO RERRANDEZ FLORIDA PE # 8I3•3 g O Q orcvm a.: RF Dote: 08 —l¢-08 soda: 1/2 =1 Revision: O9 -23--8 Rovielan: DamINO NO. PW08 —01 SHEET 6 OF 8 CENSER DETAIL �I • • • • • • • • • • • • •• • •• • •••• • • •••• • • • • • • • • • •• • • • • • • OCTAGON • • • • TVPICAL ELEVATION 1i SIGN PRESSURES POSrUIVE = +90.00 PSF NEGATIVE =- 90.00PSF >re 2 ANCHORS PER SIDE (TYPICAL) CORNER DETAIL 1#1 2 ANCHORS PER SIDE (TYPICAL) ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2 MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4 SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A36 WITH 12 Co MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 —T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4' SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PROD FLORIDA BU GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM. WELDING FOR CORNER WELDED CONNECTIONS USE 1 /8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY ••••• •••• '. • • • • •••• • • • • •• • • • • • • • • • PRODUCTt as �Fly:.:c ^::da Stuttla¢CL'N O Act:We.= ■;odua Dote R -25 -o8 RWIGISCO FERNANDEZ RA A PE Q 81383 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plmee bah, Florida 33012 Ph: (308)384 -8882 Fox:(308)828 -8118 ORANWG NO. PWO8 -01 SHEET 7 OF 8 • • • •• • • •• ••• • • • • • •• • •••• ATTACHMENT W MALIONRY • • • • • • • 1/4' MAX. SHIM SPPCE >v • • TYPICAL ANCHORS e 7 .- s --1/4' TAPOONS 1 1/2' MIN. EMBEDMENT • . . • INTO MASONRY THROUGH 1' BY WOOD BUCK d • (FOR MAX. ANCHOR SPACING AND NUMBER • • OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) '.7•••• DETAIL VAUDS FOR JAMBS, HEAD AND SILL i * •• 8• ••••• •• •• • •• • • • • 2 1/2" MIN. ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS TAPDONS 1 1/2' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACU40 AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR SILL ONLY TYPICAL SECTIONS ATTACHMENT TO WOOD ATTACHMENT TO MULLION DETAIL 2' BY WOOD SUCK TYPICAL ANCHORS 1/4' SINS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VALIDS FOR JAMBS. HEAD AND SILL MIAMI —DADS COUNTY APROVEO 1/4' SKS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OT ANCHORS REFER TO ELEVATIONS AND DESIGN PREP 'JRE CHARTS.) DETAIL VAUDS FOR JAMBS, HEAD AND SILL 2 1/2' MIN. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 2 1/2 MIN. ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SINS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS. HEAD AND SI.L • 3/4° um. NON —SHRINK GROUT OR 1" BY WOOD BUCK TYPICAL ANCHORS 4/4° TAPCONS 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLG GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR SILL ONLY ITEM 0 PART DESCRIPTION MATERIAL 1 SW -101 HEAD, SILL AND JAMB 606.3-T6 2 SSW -101 GLAZING BEAD 6063 -76 3 ANCHORS SEE ELEVATION SHEETS 4 # 8" X 1" PH S.M.S ASSEMBLY SCREW 5 .340" LAMINATED GLASS /HEAT STR SEE GLAZING DETAIL SHEET 7 5 — STRUCTURAL SILICONE DOW CORNING 099 • • • • • • • • • ••• ••• • • . ••• •• • • ••• ••• ••• • • • ••• • • • • • •••• • • • • •• • • •••• • • • •••• • • • n L"2 j •••• p • • •••• , Q • I I • I • • Q • •••• • •• ,�. ; i •• 0 • I • • , 0 • • •I • • • • • h • 3 • • • T •• • • SECTION A — A GLAZING DETAIL SECTION B — B MATERIAL LIST FRAME 0.395 "6' 0.050 REM No. 2 PART SSW -101 GLAZING BEAD PRODUCT RENEWED ca LticDlacide Building CO A Expintionara 08.10 N, 08 d4 Prod. - \14kt —2S—O moo= N MOEDA PO 0 51347 Sunshine Windows Manufacturing, Inc. 1745 W. 33 /d Place Maaa1l. Fwtdo 33912 Ph: (305)364-4962 For:(305)82S -8118 RF D4ta: 06 -1-013 ssma: 1/2.1 R4.191an: 09 -23 Roo .rc DRAWING N0. PW08 -01 SHEET 8 OF 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 8000 Aluminum Window Wall System — L. M. L APPROVAL DOCUMENT: Drawing No. W08 -90, titled "Series 8000 Alum. Window Wall System (L.M.I.) ", sheets 1 through 12 of 12, dated 11 /11 /08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted d8duih2ttaaiot r4vi¢ wed. by Manuel Perez, P.E. • • •• • • • • • • • •• ••• •• • • • •• •• • •• • • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • ••• • • • _• •• •• • • • • • • • • • • • •• •• MIAMI -DALE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09 -0413.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 - 90, titled "Series 8000 Alum. Window Wall System (L.M.I.) ", sheets 1 through 12 of 12, dated 11/11/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS (TRANSFERRED FROM FILE NO. 08-1114.16) 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 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS (TRANSFERRED FROM FILE NO. 08- 1114.16) I. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC 2007, prepared by AI— Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, P. E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS (TRANSFERRED FROM FILE NO. 08-1114.16) 1. Statement letter of conformance, dated September 02, 2008, signed and sealed by Humayoun Farooq, P. E. 2. Statement letter of no financial interest, dated September 02, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5447, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Michael R. Wenzel, P.E. 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nufiez. • • • • • • • • • G. OTHERS . , 1. Nine. • •• ••• • • • • • •• •• .•• •• • • • •• • •• • ••• ••• • • • • • •• • • • • • • • • • • • •• •• • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E -1 Marne a ., P.E. • Product Can of Ex - er NOA No. -0413.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 • • • • • • V � 2 u •••••O -, • • • ••• �N • • •�3 •••••• • • • ••••— • • • •••• •• �i • • • • • • •pi • 4° MAX. HEAD /SILL CORNERS • • •♦ • • • • • • • • • • •••« ••2 • • •• ••• • •••• • • • • • • • • 1 C T r 'I 1 D.L OPG. SEE SHEET 2 4' MAX. F ` HEAD /SILL CORNERS ANCHORS TYPE A, B, C OR D I 2. 3 OR 4 AT EACH JAMB - -' SEE SHEET 6 / / SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION 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 LUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG. r. SEE SHEET 2 • I I 'I 1 j 7 7/. /7 / 7 7 /. / T 1 , MAX. MUWON SPACING SEE SHEET 3 & 4 ANCHORS TYPE A. B, C OR D I 2, 3 OR 4 AT EACH SIDE OF MUWON--' SEE SHEET 6 TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 AMA STEP 5 D.l. OPG. SEE SHEET 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPUCABLE ASCE 7 STANDARD. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE STNItM. SEE CHARTS ON SNEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MUWON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN '.GAD. USING CHARTS ON SHEETS 6 & 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE !j a \ 7 \ 11 SEE 'SUNSHINE WD L.M.I. DOOR \NOA j1 FOR DOOR RAZING & DETAILS. \ I !L -_0008 MULLION ANCHORS SEE SHEETS 6 & 7 nl5 D.L OPG. WIDTH SEE CHAR SHEET 2 . D.L. OPG. WIDTH SEE CHART SHEET 2 MAR 1 8 2009 BY D.L OPG. WIDTH 5EE CHAR SHEET 2 ALLOW E ABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN B VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES ANC OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 1 SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. I PRODUCT C OMPLIES WITH REQUIREMENTS OF ANSI 297.1. I LAMINATED GLASS I LARGE MISSILE IMPACT Enor. OR. H:IMYOUN FAR000 110001002855 Apprwed u aals� ^W. PE 18367 6.. A N. 18 TWIdc GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GIASS TYPE 'A' GLASS TYPE 'B' D.L.O. WIDTH D.LO HEIGHT EXT.( +)/WT.(-) EXL( +) /INT.(-) 28" 80.0 130.0 32" 80.0 130.0 36 80.0 130.0 40" 84 80.0 130.0 44 -1/4" -1/2" 80.0 130.0 48" •••• 8 130.0 • 52" • • ..•• 6 • 0 130.0 6:G6 1/4" •r 860 • • 130.0 28 • I • 80.E • 130.0 t • 32" • • • 130.0 36" _ • �8� ° 69t • • 4 • 130.0 40" 90 -1/2" 80.0 130.0 1. 44 - 1/4.•!x: • awd•••• 130.0 i• 48" •• • 5U0 130.0 t• 52" •••• 80.l ... 130.0 I • • • •••• Vii ••• • 130.0 80.0 130.0 • ded:••• 130.0 96 -1 /2i 8606 • • • • 130.0 s •••: 840 • 130.0 89/0 • • 130.0 • 80.t• • 127.2 28" • • 80.0 130.0 32" 80.0 130.0 36 80.0 130.0 40" 102 -1/2" 80.0 130.0 44 -1/4" 80.0 130.0 48" 80.0 128.9 28" 80.0 130.0 32" 80.0 130.0 38" 108 -1/2" 80.0 130.0 40" 80.0 130.0 44 - 1/4° 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 38" 114 -1/2" 80.0 130.0 40° 80.0 130.0 44 -1/4 80.0 130.0 • •••• • •••• • •••• ••• • • ••• • •••• • • •• •• •• • •••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). D - J 6 ALTERNATE BUTTON BUMPER *l IN LIEU OF VINYL SPACER~ >r SILICONE C DOW CORNING 982 DOW CORNING 795 _CLASS TYPE 'A' 1/4" HEAT STREN'D CLASS 1 090" INTERLAYER `\ '\ BUTACIIE PVB BY 'DUPONT' I W \ 1/4" HEAT SIREN ° 0 GLASS m 5 SILICONE DOW CORNING 795 GLAZING OPTION$ r GLASS Engr. OR. 4UMATOUN FAR000 STRUCTURES FAA PE B 15557 CAN. 3638 LIAR 1 8 2009 GLASS TYPE 'H" AppnwNt n rnsepJY68uldw as 1 6i;iil6r 7 /I • yk.Of(� o Z CO K 0 a c t . 1 drawing n o. I W08 -90 (sheet 2 of 121 • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• U r r pq iaa - - Cp I ° i �.- MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS :4:A 1439 � � w = ' r ¢ EE NOMINAL DIMS. JAMB '31' JAMB '31' JAMB 'J2' JAMB 'J3' JAMS 'J3' UNANCHORED JAMB OPTIONS MULL OPTIONS __.__./ Z all Q 5 W BL69-i Lt' NOI MULL 'Ml' MULL 'M2' MULL 'M3' MULL '94, 410114 (W) FRAME awn* EXI. ( +) NT. ( - ) EXT. (4) NT. ( - ) EXT. ( +) PTT. ( -) DR. ( +) NT. ( -) . v. 30' 36' 42 0 48• 7 0000 � ��• • 54 • t 60• 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 ty1 i 130.0 130.0 130.0 130.0 _ 130.0 130.0 130.0 130.0 a WIDTH (W) = W1 AT FRAME JAMB -1 --, AL-FAROOQ CO ENGINEERS & PRODUCT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306)264-8100 130.0• • 41.0 130.0 130.0 130.0 • 1302 130.0 130.0 • • • • 4 ••• • • _ • 1•• •• • • • • • • • • • • • — • V b • • 4 130.0 130.0 130.0 130.0 130.0 130.5 130.0 130.0 0.0 13 • • 411+li'Y 130.0 130.0 ' I T I r I ID T i; I EI i 130.0 130.0 130.0 130.0 121.7. w ,51ff 130.0 130.0 113.70 1 ••.3.0 130.0 130.0 • 30' 36' • • 42' • 4B' 54' • 60' •••• • ••:.• • • • 130.0 ...31.0 130.0 130.0 ro 130.0• 130* 130.0 130.0 „- (T1T1) Vfl1SS 11 MOONIM WON 0009 S39E1 r ;UNSHINE WINDOWS NANUFAC1URligo 1745 WEST 33RD PLACE lIALEAH, FL. 33012 1199 4 • •iS.0 130.0 130.0 Wt _ 107.5060•1*4 130.0 130.0 W2 98.4 • 130.0 1279 130.0 r �.. e . W7 + W2 ets'•"1A3 118.4 130.0 • • • • 1ru*ip• • 130.00 •i.0 130.0 130.0 a AT AIE MUWON 2 WIDTH (W) FPA 126.4 4114 � 130.0 130.0 • 110.8 130.0 130.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 130.0 64' U+ 102• 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 130.0 130.0 88.8 130.0 123.2 130.0 80.7 129.9 111.8 130.0 -.. ''..71---1 I"� -" "Z 78.8 126.4 108.7 1299 _ - 112.4 130.0 130.0 130.0 -- • :suo!sp,..1) uo46:13sap 85.0 130.0 130.0 130.0 141 829 130.0 122.5 130.0 L 739 118.8 108.9 130.0 Iv;� ' �� 88.1 109.6 100.2 119.7 52' 110 -1/2' 104.8 130.0 130.0 130,0 88.5 130.0 130.0 130.0 JAMB '31' JAMB '32' 1E18 '33' 77.1 123.9 116.8 130.0 98.7 110.5 103.7 124.0 - I ; 64.3 103.4 96.9 115.8 - - _ I 7 30' 38' 42 48• 50 114' 95.3 130.0 130.0 130.0 F /! 80.4 129.3 128.1 130.0 1 1 � MULLIONS 899 1125 108.4 130.0 61, 6z.3 100.1 97.1 116.0 � - ,, ' � � _ 3 60.1 98.7 93.7 112.0 a _ i LiIL � '`-rl A 9 1 h :Aci 30' 38' 42' 48' 12D• 815 130.0 130.0 130.0 Jl I E Dk. NuMATOUN fAR000 SiRU01'U11p8 F14. PE tg 16557 CA. N 3538 f" MAR i S 2009 �PFo�1'o4 eg' � ' � -r AO �� b;YSFGwI! :1 %. ,. thode ltd ogn DS ��L ', , . . 9 88.8 • 110.4 113.5 130.0 89.8 95.9 983 1175 MULLION 'Ml' MULLION '1J2' MULLION 'MB' MULLION 'NI' SSA 8,42 87.1 104.1 g NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. cl)1 l'§JV?J drawing no. ) WOS -90 -J sheet 3 of 12J • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• • ••••1 • •••• • • • • • •• ••• • • ••• • • • • • ( ^. ----= -.l it � -, j STOR \W08- 9os1 MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS CIMERMEDATE HORIZONTALS • • • • • • • NOMINAb 18918 'J1' IAMB '71' JAMB '12' JAMB '13' MID '13' UNANCHORED JAM• OPTIONS 1 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AV,E MIAMI, FLORIDA 33174 TEL (305) 284-8100_ FAX. (305) 2628978 _ _ - - - ' MULL '6(j' MW 'M2' MULL 113' MUIJ. 'M4. MOLL OPTIONS • • WIDTH (W) FR512 88125 ca. (+0 INT. ( -) 9 •Ex1. (•) WT. (t 120. ( +) WT. ( -) E1U. ( +) 041. ( -) rN , 1 1 u , 2 � ; g I. I • W 9 n a e 'A '2 • • • • • • • • • 78' • • • • • • •• • 130.0 130.11 130.0 130.0 130.0• • 130.6 130.0 130.0 130.0.9 • •I *.S 130.0 130.0 130.0 • • 1414 130.0 130.0 130.0* •30.0 130.0 130.0 130.0••• 130.0 130.0 r W1 I I R 9 v$ X 2 •••• • • • • • • 1 /2, • 130.0 ••9iJQ•0 130.0 130.0 130.0. i3 .S 130.0 130.0 WIDTFI a W1 AT FRAME JAMB INTERMEDIATE HORIZONTALS 9 130.0 • 13DA 130.0 130.0 130.0• • • •I30.W 130.0 130.0 1W.I... • 1 .Q 130.0 130.0 106.3 130.0 127.2 130.0 • • • • • 90' • 1308 i 130.0 130.0 130.0 • • 1 130.0 130.0 I ; I ~ - . r __ 2I i .. F LL I SUNSHINE WINDOWS MANUFACTURING INC. i 1745 WEST 33RD PLACE HIALEAH, FL. 33012 LTEL. (305) 384 -9952 FAX. (305) 828- 51)8 130.0 130.0 130.0 130.0 1180 130.0 130.0 130.0 104.9 130.0 030.0 130.0 1 � 94.4 130.0 117.5 130.0 30' 36' 42' 48' 54' 60' 88' 130.0 130.0 130.0 130.0 129.8 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 129.0 130.0 W1 W2 3 88.4 130.0 114.7 130.0 77.8 125.1 103.2 123.4 AT FRAME MUWON W1 + W2 55' 98-1/2' 130.0 130.0 130.0 130.0 120.0 130.0 130.0 130.0 2 102.8 130.0 030.0 130.0 80.0 130.0 122.8 130.0 50.0 128.7 108.0 1308 74.5 119.8 101.4 1212 - = ,- _ N. 9Ia9ix' 182" 129.7 130.0 130.0 130.0 I T tn, y � z description 108.1 130.0 130.0 130.0 82.6 1308 130.0 130.0 81.0 130.0 114.3 130.0 72.0 1139 101.6 121.4 699 111.7 980 117.1 JJ 53' I 1 $ a 108' 109.2 130.0 130.0 130.0 � JAn:9 '33' 91.0 130.0 130.0 130.0 JAMB '71' IAMB '32 78.0 125.5 116.8 130.0 68.3 109.8 102.0 121.9 11 619 993 92.3 110.4 �1�: _ 30' 38" az' 48" 52 no -1 /a 102.0 130.0 130.0 130.0 - _ - I I mo- - Engr. , 85.0 130.0 129.9 130.0 1 j MULLIONS 72.e roe ma 13o130.0 gIIII 83.7 1029 97.4 118.4 1. (- 30 -(I -1I �,P 3. 889 94.6 89.9 107.4 I� JO' 38' 42' a8' 50' 114' 928 130.0 130.0 130.0 DR. HUNAYWN FARa00 FLt o T f 18557 CAN. 3538 r ('''..- - . - MAR 8 2DD9 APPTATcd s j tom• ! a 4 fo •.8 77.4 1249 1220 130.0 ' 68.3 108.7 104.6 125.0 MULLION 'M1' MULLION 'M2' MULLION 'M3' MULLION M4' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. 58.0 93.4 91.5 109.4 . r •. /I4Y/::7W itO 897 89.8 879 109.0 drawing no. i 1.0/00_90 C.7 R a 2 130 79.8 128.1 130.0 130.0 68.4 108.7 110.1 130.0 56.9 91.5 94.4 112.8 (sheet 4 of12) 49.8 80.1 82.8 98.7 • ••••1 • •••• • • • • • •• ••• • • ••• • • • • • DOOR MULLION LOAD CAPACITY-PSF JAMB 'JD2' JAMB 'JD1' JAMB '301' JAMB 'JD3' JAMB '303' SIDELFTE FRAME MULL '5901' MULL 'MD2' MULL '5903' MULL '5904' 81110 • •EIGHT EXT. ( +) EXT. ( +) EXT. ( +) EXT. ( +) INV • IVES MIL ( -) INT. ( -) OJT. ( -) INT. ( -) 120.0 120.0 120.0 120.0 • 120.0 120.0 120.0 120.0 • •ft.1 120.0 120.0 120.0 120.0 /2 6 V 120.0 120.0 120.0 120.0 • • • 120.0 120.0 120.0 120.0 • • • 119.4 120.0 120.0 120.0 32 109.5 120.0 120.0 120.0 49 • 104.2 120.0 120.0 120.0 42• • • 45-1/2 97.2 120.0 120.0 120.0 VII •••• 91.1 120.0 120.0 120.0 54 • 85.7 120.0 118.8 120.0 ••• •1!0_1/2 • • O. • • r IA • • 4 77.8 120.0 118.4 120.0 73.8 114.4 112.7 120.0 88.8 106.7 105.1 120.0 64.5 100.0 98.5 117.7 •••• • • • • •• • • • •• • • •••• • • • • •••• • • • ••••I• • • • • • • SUNSHINE WINDOWS DOOR SEE SEPARATE NOA V • • • • •••• • • • •• • • • • 43 3/4 SIDELTTE WIDTH MAX. SEE CHART CL TO CL DIM. JAMB 'JD •= n MULLION 1 101' JAMB 'J02' JAMB '003' DOOR MULLION LOAD CAPACITY -PSF SIDEUTE WIDTH INCHES 32 38 42 48 54 32 39 42 48 32 38 42 48 FILIME HEIGHT INCHES 98 -1/2 110 -1/2 114 32 36 42 48 120 JAMB 'JD 1' JAMB 'JD!' MULL 'MD I' ML LL '5902' ( +) EXT. ( +) INT. ( -) NT. ( -) 90.0 90.0 90.0 80.0 85.7 90.0 90.0 90.0 90.0 90.0 77.6 73.8 68.8 64.5 90.0 90.0 90.0 90.0 70.6 67.2 62.7 58.7 90.0 90.0 90.0 90.0 60.6 90.0 57.6 89.4 53.8 83.3 50.4 78.1 JAMB '302' JAMB '303' MULL '59013' EM. ( +) LNT. ( -) 90.0 80.0 90.0 90.0 JAMB 'JD3' MULL '9404' EXT. (t) INT. ( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 89.1 83.5 MILLION 'MD2' MULLION 'MD3' MULLION '5904' SUNSHINE WINDOWS • DOOR SEE SEPARATE NOA 45 1/2 MAX. DOOR WIDTH 43 3/4 SIDELTTE WIDTH : MAX. SEE CHART CL TO CL DAM. DOOR -WIND OWALL TRANSITION MULLION z O i8 IC of o , L,LJU drawing no.� ( W08 -90 sheet 5 of 12 ) SERIES 8000 ALUM WINDOW WALL • 1••• • •• •• • • ••• • • ••• • •••• • •••• • • • B ,/' °l4 k ,. ! _._.. _J ANCHOR LOAD CAPACITY - PSF EM.( +) & INT.(�) INTERMEDIATE HORIZONTALS SUNSHINE wINDOWS NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' & 'D' 09 -.� AL—FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-5100 FAX. (305) 2626978 LIT ---- winm Nn A2 A3 A4 B2/02 93/93 1 84/04 C2 • • • • 4 •, FTNLE = I (IT • • • • • 1 • • . • • • • 130.0 • 108.4 13•011 130.0 130.0 130.0 130.0 130.0 J1-4013I-1 MAU ■1 '1 •••• i / ° 1 ' u 'I / ;, P U / is 1 u \ 6661, tl 4 \ I ' \ II �b = + = == y :- FRAME HEIGHT A_ g g (.;,) • 14 ..-".;;°. ` .- • .. ....= .... “ . 4 - 1 1 '- . 11 I 1 ., *---. I 1 .1 ■I ..., 11 \ .., I I II iI \ ...- I I 1 1. 1...-====...-3...z . r..e,-,..:.,,,,.,---1,•_1 . , '30.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 • 'z 93.0 130.0 130.0 122.3 130.0 130.0 130.0 81.3: J 122.0 • 130.0 107.0 130.0 130.0 123.3 130.0 130.0 72.3 • • 03.4. 130.0 95.1 130.0 130.0 109.6 130.0 130.0 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 60" r "' • • • Iv • 1 44 4, 1 • • • • • • • 1 • • 6130 1 • •••• • 120.1 ' TSB.O a 130.0 130.0 130.0 130.0 130.0 130.0 130.0 100.10 6 030.60 6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 a.7 859 I 17.4.1, 130.0 112.9 730.0 130.0 130.0 130.0 130.0 75.1 • 112.6 a 130.0 98.8 130.0 130.0 113.8 130.0 130.0 66.7 /AP 139,0 87 8 130.0 130.0 101.2 130.0 130.0 60.1 • • *We 4 120.1 79.0 1185 130.0 91.1 I 130.0 130.0 W7 '- .. 1 30' 1 19" • • ' • • IP • • 88 -1/ • • • 1083 S3.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 k t W1 W2 90.3 30.0 130.0 118.8 130.0 130.0 130.0 i 130.0 130.0 L W2 � W2 77.4: 130.0 101.8 130.0 130.0 117.3 130.0 130.0 4 • j,�_3° _,1 w1 + W2 441 + W2 W1 W2 WIDTH WIDTH T S - DNSHINE WINDOWS MANUFACTURING INC.11 1745 WEST 33RD PUCE HIALEAH, FL. 33012 TEL (305) 364-9952 FAX. (305) 828-51 8 1 I 67.7 • 11�.} • 101.5 130.0 89.1 130.0 130.0 102.7 130.0 130.0 60.2 • • 90.3 120.4 79.2 118.8 130.0 91.3 130.0 130.0 (W) = (W) 2 2 SUNSHINE WINDOWS 54.2 81.2 _ 1 _71.3 108.9 130.0 82.1 123.2 130.0 30' 36 - 42 48° 54" - 60" 90" 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 _ 416.8 - 430.0 - - 130:0 - - 114.1 130.0 130.0 130.0 130.0 130.0 ( 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 85.1 97.6 130.0 85.8 128.4 130.0 98.7 130.0 130.0 r --p,.........._......,...._:,_......_.,., \ , ;11 \ / -. ,,,,, n ■ I 1 1 / D n t 1 / 11 Y-----4 '' 57.8 86.8 115.7 76.1 114.1 130.0 87.7 130.0 130.0 52.1 97.8 78.1 130.0 104.1 130.0 68.5 128.4 102.7 130.0 130.0 130.0 78.9 130.0 118.4 130.0 130.0 130.0 mm olmwm r-._ _ J• ' " ' 3" g / ; 81.3 j 122.0 130.0 107.0 130.0 130,0 123.3 130.0 130.0 4 ' FF-- -- _ _ --� .e 69.7 104.6 130.0 91.7 130.0 130.0 105.7 130.0 130.0 61.0 91.5 122.0 80.3 120.4 130.0 92.5 130.0 130.0 x W 54.2 813 108.4 71.3 107.0 130.0 82.2 123.3 130.0 48.8 73.2 87.8 64.2 96.3 128.4 74.0 111.0 130.0 1 / , g1 , 411.1°A 88 -1/2' 95.1 130.0 130.0 125.1 130.0 130.0 130.0 130.0 130.0 3 -- ■- -- - nu - omnim 79.3 118.9 130.0 104.3 130.0 130.0 120.2 130.0 130.0 g • I i• 3 E^ 3^ J_ J Y " . .._ i 8" - ' .p - 3° ■ ' 3 c 87.9 101.9 130.0 89.4 130.0 130.0 103.0 130.0 130.0 I elAarrtn1 inn 59.5 89.2 118.9 78.2 117.3 130.0 90.2 130.0 130.0 b= i � 3° 3'� - - 52.8 79.3 105.7 69.5 104.3 130.0 80.1 120.2 130.0 3° - 30" 36" 42' 48• 54" 102' 91.9 130.0 130.0 1209 130.0 130.0 130.0 130.0 130.0 �' B2' C$ A3, 83, C3 A4 134. C4 } t. W1 1 W2 76.5 114.8 130.0 100.7 f 130.0 130.0 116.1 130.0 130.0 85.8 98.4 130.0 88.3 129.5 170.0 99.5 130.0 130.0 67.4 86.1 114.8 75.5 113.3 130.0 87.1 130.0 130.0 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIP110N I 51.0 76.5 102.1 67.1 100.7 130.0 77.4 118.1 130.0 O , m 0.2 = 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON B2 = (2) ANCHORS TYPE ' AT EACH SIDE OF JAMB AND MUWON C2 = 2 ANCHORS TYPE 'C' Al EACH SIDE OF JAMB AND MUWON D2 = 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON A3 = 3 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 'E' 108 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 109.8 130.0 130.0 62.0 93.0 123.9 81.5 122.3 130.0 94.0 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 30' 36' 42' 48" 110 - 1/2' 84.8 127.2 130.0 111.6 130.0 130.0 128.6 130.0 130.0 B3 = 3 ANCHORS TYPE Al EACH SIDE OF JAMB AND MU WON C3 = 3 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MUWON [-ANCHORS D3 = 3 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION 70.7 108.0 130.0 93.0 130,0 130.0 107.1 130.0 130.0 I IC 011WH ..ap) - - 80.6 90.8 121.1 79.7 1185 130.0 91.8 130.0 730.0 04 = 4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB ANO MULLION 134 = 4 )) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND 53.0 79.5 106.0 89.7 104.8 130.0 80.4 120.5 130.0 114" 82.2 123.3 130.0 108.1 130.0 130.0 124.6 130.0 130.0 MULLION C4 = 4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MUWON D4 = 4)) ANCHORS TYPE '0' AT EACH SIDE OF J AMB AN D MUWON AU. OTHER ANCHORS TO BE SPACED AS PER ELEVATION NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. Engr OR. STRUCTURES OLIN 048000 F1 . 66 g ct_H. 3538 MAR 1 8 2009 � '�� �4 &MI••y ode 68.5 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 58.7 88.1 117.4 77.2 115.8 130.0 89.0 130.0 130.0 51.4 77.1 102.7 87.8 101.4 130.0 77.8 118.8 130.0 lie .a0170.ril./4/ By ��.._. �. .'�• . !_' 6 30' 36" 42' 46" ice 78.1 117.1 130.0 102.7 130.0 130.0 110.4 130.0 130.0 drowing no. W 08 -90 85.1 97.6 130.0 85.8 128.4 130.0 98.7 130.0 130.0 55.8 83.7 ! 111.5 73.4 110.1 130.0 84.8 126.9 130.0 aas 73,2 97.6 842 963 128.4 74.0 111.0 130.0 (sheet 6 of 12 • 1••• • •• •• • • ••• • • ••• • •••• • •••• • • • • • ••• •• • • ■ • • • • •• • DOOR 1401,1109 LOAD CAPACITY -PSP SIDELTIt WIDTH 4 INCHES 30 •• 39 4 42 49 9 54 • 80 JAMB '302' JAMB 'MI' JAMB 'JD1' JAMB 'JD3' MULL 'MO I' M '8602 MULL 'MD3' EXI') EXT. +) EXT. (4) WT. (-)• INT. t) WT. ( -) 90.0 90.0 90.0 9.� h 9 90.0 90., • ■ • •0S 90.0 90.0 • .4 90.0 85.19 110.0 90.0 81.. • • • to% 90.0 30 ■ 36 1 42 • 48 54 30•• 36 • 42 48•• 30 • 38 42 48 30 38 42 48 86.3 ••��.0 90.0 80.1 900 90.0 78.2 •• 40.0 90.0 71i • • • O09D 90.0 881 • • 90.0 90.0 40A 90.0 ••• 4AC INCHES •••• • • 96 ••• • • • • ••• • 41d2 • 114 • • •••• • 108 • •••• 1 120 JAMB 'JD3' 111111. , 111114' EXT (4) INT. (-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 65.1 • 10.0 90.0 81.7 9140 90.0 58.5 90.0 88.3 57.2 88,7 90.0 48.3 74.9 78.8 42.7 88.2 70.5 40.5 62.8 67.0 90.0 90.0 90.0 90.0 53.8 83.8 85.3 51.0 79.0 80.7 80.0 90.0 80.0 90.0 88.9 47.8 74.1 78.7 45.1 89.9 74.4 84.2 80.1 JAMB 'ml' IAMB 1112' JAMB 303' MULLION '8801' MULLION '8602' MULLION '8(03' MULLION 'MN' DOOR - WINDOWALL TRANSITION MULLION SUNSHINE WINDOWS 1200R & TRANSOM SEE SEPARATE NOA aF 910037E WIDTH 1919 / 1917 \ / f 1 7 \ P 1.11 • / 1.17 \ I / r l , U17 u i. H I 1 17 !: 7 G 1\ 1 • I / \ I I / • I / 4 \ Ii 1 / 85 3/4' MAX. SEE CHART DOOR WIDTH NOMINAL DIMS. WIDTH (W) FRAME HEIGHT 30 -36 42 48 54 60 30 36 42 48 54 30 36 42 46 30 36 42 a6 30 36 42 48 96 102 108 114 120 .8331.14:43 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.(-) ANCHORS TYPE 'A' A3 A4 79. 90. 90.0 _ 90.0 __ 75.5 . 90.0 90.0 i 90.0 71 i 90.0 90.0 90.0 68.4 1 90.0 90.0 90.0 65.4 A 86.0 86.0 90.0 62.6 . 82.3 82.3 90.0 76.4 90.0 72.4 90.0 66.5 1 90.0 65.5 86.2 62.5 ? 82.3 73.5 90.0 69.6 90.0 66.0 86.9 62.9 82.7 70.8 i 90.0 67.0 88.1 63.5 83.6 60. 79.5 68.3 89.9 64.5 84.9 61,3 1' 80.5 58.1 1 76.5 ANCHORS ANCHORS TYPE '8' & 'D' TYPE 'C' B3/03 C3 90.0 90.0 90.0 90 0 90.0 90.0 88.2 95.0 82.3 90.0 90.0 90.0 88.9 82.7 90.0 90.0 90.0 90.0 90.0 90.0 88.1 90.0 83.6 90.0 79.5 90.0 89.9 90.0 84.9 90.0 80.5 90.0 78.5 88.1 ANC80RS TYPES; SEE SHEET 8 FOR DESCRIPTION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MUWON B3 = (33 ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MUWON C3 = 3 ANCHORS TYPE 'C' AT EACH SIDE OF' DOOR MUWON D3 = 3) ANCHORS TYPE 'D' AT EACH SIDE OF DOOR MUWON A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCIiORS 0 CI i ^ 11 f Iy , $ i drawing n0. ( W08 - 901 sheet 7 et 10 • • • • • • • • • • • • I4 • • 0 • 0 r • ••••w X • • ••••• W •• • • • • • • • • • • • • • •• • • •11•• ° • •••• 4,°4 •I • I •••• L19'• ••• • • ••••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING /'\ 1BY r WOOD BUCKS J• 0 •••• •• �Y o s: (f TYPICAL ANCHORS SEE ELEV. FOR SPACING !a u 054,=P 54 TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD & SILL INTERIOR FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 � ♦ ice \ld1∎ W n U METAL STRUCTURES SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND 1 TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' DIA I II TRACON BY 'FI C0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD DUCKS INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE ' WITH 1 -1/4" MIN. EMBED INTO CONC. ANCHOR - EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MN. L INTO WOOD STRUCTURE_ 1" MIN. TYPE , B , 1/4' DM HILTI KWIK CON II BY 'MITI' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU 113Y WOOD BUCKS INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4" MW. EMBED INTO CONC. ANCHOR FDGF DISTANCES INTO CONCRETE a.ND MASONRY 3" MIN. INTO WOOD STRUCTURE v 1" MIN. — — 5/16 DIA UITRACON BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO W000 THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4" MIN EMBED INTO CONC. ANCHOR EDGF DISTANCES INTO CONCRETE AND MASONRY 3 MIN. INTO W000 STRUCTURE_ 1 MIN. Engr•. OR. AJ tAYOUN FAR000 STRUCTURES Eta PE # 1 8557 C.A.N. 3538 'MAR 1 8 2009 nTTYPF ''D' -- 014 SMS OR SFI F DRILLING SCREWS ST /S[ INTO METAL STRUCTURES STEEL : 12 GA MW. (Fy v 36 KSI MIN.) ALUMINUM : 1/5" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. App.v. as.migyinutadw liato :J '� By f w . r CS CD 1�. ffi r1 u I. 1.0 drOwing no W08 -901 sheet 8 of 12, • • • ••• • •••• — - • ••• •••• • ••••; • • • • • ••• • ••• • • • • • • •• • • • • ••• • ••• • • • • ••• • ••• • • • JAMB ANcAs • • • OPTIONAL • • • • r SEE ELEVATIONS • FOR SPACNO ••• •• •• • • • • ••.•• • •• • ••e•• GAP •• -1 • • 8' • x. ••• . • • 1 4' MIN• •••N•• • • • • n MAX SHIM SPACE ry 1/4" FOR ANCHOR W • • 1/2° ANCHORS '8' & 'C' •• • •• • • • • • • •• • • •••• • ALLM REINF. 40 SEE SHEETS 3 & 4 FOR CAPACITY FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATNE ONLY 1/4' DIA. BOLTS WITH NUTS AT 6' FROM ENDS AND 18 -1/2' O.C. MAX. WITHOUT REINF. SEE SHEETS 3 & 4 FOR CAPACITY ALUM REINF. O SEE SHEETS 3 & 4 FOR CAPACITY MAX. SHIM SPACE 1/4 FOR A^ICHCR 1/2" ANCHORS •2' & D.L. OPC. JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING STEL REINF. E SEE SHEETS 3 & 4 FOR CAPACITY MAX. SHIM SPACE µ, /4' FOR ANCHOR 'D' Engr. DR. 41AtAYOLIN,ARODO STRUCTURES FLA. PE B 16557 CAN. 3538 I METAL STRUCTURES JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING amplyingetgh the news eiellrfliall •••• • • •••• •• • • • • L. • • • • 1 •• E I mo . •• • • • _-_ _s_ • • • • • • • • • •• •• • • • •• • • •• • • • • • • •• • •• • • •• • • •• • • • • • • • •• • • • • • •• •• • •• • •• D.L. • 0.4 OPG. • • • • • D. L dPS• • • • • �l • ••._ • • • MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM j 1 i • • • 1 D.4 OPG. • WIAWOUT REINF. a SE4 SHEETS 5 & 7 I FOR CAPACITY I ' I a J I • • • STEEL REINF. © SEE SHEETS 5 & 7 FOR CAPACITY MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR r I l/-': L I I I A i LEAF WIDTH ,-1 r ,_i J 1 J L 1 1 i '— MIAMI -DADE C IUNIY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR I I ; E I 'X 11 I II L--I LEAF WIDTH D.L OPG a ALUM REINF. SEE SHEETS 5 & 7 FOR CAPACITY /� -� T p o ANCHORS TYPE A, 8ORC SEE SHEETS 7 & 8 MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 Y I r 4_Y „ E_ LEAF WIDTH LEAF WIDTH -1 1 STEEL REINF. G SEE SHEETS 5 & 7 FOR CAPACITY / I � MIAMI - DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 �� j /744.7=1 L 1 41� —L __JI I Oi •7 r Ij I I :, L - -' t ,..y.i...-_-..i i ' E __ y Appraseed al � .:i "1�.�Aii ii PliYlA R: • ANCHORS TYPE A B ORC SEE SHEETS 7 & SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF D00RS AND DOOR ANCHORS. LOWER VALUES FROM D00RS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. with Ne • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r - 1.750 ---. I - .188 f - - 1.750 - ITEM NO. PART NUMBER QUANTITY DESCRIPTION M A T E R I A L . MANF., -.-..., ,..-., 1 . - . U I In t h , I g I 1 ES8005 AS 8500. HOLLOW FRAME 9540/SILL 6005-T5 - 4.988 , ' I -,- 1A 558007 2 ES8004 3 558001 AS REOD. OPEN EIACK FRAME HEAD/SILL 6083 - AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 FAX. (305) 262.6978 AS REOD. AS REQD. INTERMEDIATE HORIZONTAL 6083 - - • • If • • • • • • • • • • • • • • • • 1.750 f I 1 FRAME JAI.48/muLlioN 6005 - 5.000 3.750 . .125 I IlYP 4.000 I I i .125 ., IYP. „_ . 3A - AS 9500. 000R MULLION 6005-05 - 4 E08008 AS REOD. GLASS STOP 13063-05 - 5 886002 AS REOC. MUWON SNAP-IN mA 6005 - 6 858003 AS REOD. SHEAR CUP 8005-T5 - ■ ■ • * • • i • • • • 408-1 • • to ' 7 - AS REOD. INTERIOR BULB GASKET VINYL - , 8 588009 AS REOD. SPACER/SILICONE STOP 'VINYL - 5.000 1750 ea - As 9500. BUTTON BUMPER SIUCONE - 941-------or ;.= • • •••• • • a• •••• HOLLOW • 9 - - - - - , 3• ••••• 984 • • • FRAME HMV& - AS RECD. SETTING BLOCK AT 1/5" POINTS NEOPRENE 3/16" X 1/2' X 2 LONG 11 #2 X 1-1/2' 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 - AS REQD MULLION STIFFENER STEEL - __I 1. e 4.968 * 13 1 - AS REOD. MULUON REINFORCING CHANNEL STEEL - 4 -- 15 - AS REOD. MUWON REINFORCING BAR STEEL - L----2.750 ;201110: 3150 • •• , .208 DOOR MUWON • . 2.750 • • • • • •••• • • • • • 1.750 SERIES 8090 ALUM WINDOW WALL SYSTEM PLO • • SUNSHINE WINDOWS MANUFACTURING INC. 1745 WEST 33RD PLACE HIALEAH, FL. 33012 TEL (305) 364-9952 FAX. (305) 828-5118 FRAME JAMB/MUWON .5 - • • • I • • • • • A • • • a • 1 • • .07. TYR • • • 4.534 3.3 1 IMP 3.738 .283 .124 - • .0141. 3184•••• et< FRAM% !ehrIeL • • • • • 4.988 • • • • • •••• 41 3.no • • • • • • • •••• • IP • • • • • • • • • • • • • • • • • 1.750 uogclu0sapl 0 L1.578 MUWON SNAP MATE STIFFENER .078 TYP. .5 1.000 .188 = - - 4.000 011926M6 /A PA r - 4 00 .188 .4 It 2 !I 1 1 4.500 I MEIN L L11_0_,). :SU OIS y 3.984 INTERMEDIATE HORIZONTAL 3.738 .158 - - .094 - ". 3.229 k-----1.788 --1 062 . CO! MEM 016TH :Al •Ap Id a 1 A• FA 2 I 11 , 12 1 Engr OR. HUMAYOLIN MOOD SM. FLA. PE # 18557 c A.N. 3538 MAR 1 8 2.008 Amami la amplyisgwiti the .t. AM - 1.117 1.000 - , lrignEVIGIWIS i . O ---- ' ' ...itt_. 7, C-=_-_,---. , drawing no. i W08-90 k._ 0 GLASS STOP SHEAR CLIP Ir.orAmo 13 , 1 - 4.■ STEEL REINFORCING ,.._.) 38 Kg MIN. sheet 11 of 12 v j • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f. • • • • • • • •• • • • • • • •••• • • • • •••• ••• •• • • • ••• •• • • • • • • •••• • ••• •• •• • •• • • • • •• •• • •• •••• • •• • •• • • • • • • • • •• ••• •• • • CIRCULAR OR ANGLED CORNERS ••• •• • • • • ••• •• • • • • • • • • • • ••• • •• • • • DOOR MUL CORNER 5/8' x 1/8° ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT 5/16 X 1 X 1/8 ALUM ANGLE BENT TO MATCH JOINT q AIRED WITH #8 SMS (3) PER SIDE OF JOINT RECT. OR SQUARE CORNERS HORIZONTAL CORNER I i a I �� �k t �'.J 8 L< ( drawing no. 1 WO8 -9O) (sheet 12 of 12) Opening ID Description of Window or Door Notice of Acceptance Number Product Approval Design Pressures Opening Design Pressures Rough Opening Size Shutter Req. Mullion Req. Impact Yes/ No Yes/ No Yes/ No ( +)PSF ( -)PSF 1 Window 08- 0902.10 90 90 51.2/ -68.5 Octagonal 24" x 24" No No Yes 2 Window 09- 1217.04 80 120 45.9/ -50.2 78" x 48" No No Yes 3 Window 09- 1217.04 80 120 48.9/ -53.3 60" x 48" No No Yes 4 Window 09- 1217.04 80 120 45.9/ -50.2 78" x 60" No No Yes 5 Window 08- 0902.10 90 90 51.2 / -55.4 Octagonal 24" x 24" No No Yes 6 Window 09- 1217.04 80 120 48.9/ -53.3 60" x 48" No No Yes • 7 Window 09- 1217.04 80 120 48.9/ -53.3 39" x 48" No No Yes ', 8 Window 09- 1217.04 80 120 48.9/ -53.3 39" x48" No No Yes • 1 9 Window 09- 1217.04 80 120 48.9/ -53.3 60" x 48" No No Yes eiC 10 Window 09- 1217.05 90 90 51.2/ -55.4 19 1/8" x 48" No No Ye -° 11 Window 09- 1217.04 80 120 48.9/ -53.8 60" x 48" No No Ye 12 Door 08- 0417.05 90 90 48.9/ -53.8 31 7/8" x 89" No No Yes 13 Window 09- 0413.10 130 130 45.9/ -57.8 61 " x 89" No No Y <`. <„ It 14 Window 09- 0413.10 130 130 45.9/ -57.8 61" x 89" No No 15 Window 09- 0413.10 130 130 48.9/ -63.8 29 1/2" x 89" No No � • 16 Window 09- 1217.04 80 120 48.9/ -53.3 37" X 38 3/8" No No Y ,1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT PII SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS GENERAL WIND PRESSURE NOTES 1. ALL PRESSURES ARE BASED ON THE FLORIDA BUILDING CODE 2007, TABLE R.301.2(2) AND R301.2(3). 2. THE STRUCTURE IS LOCATED IN THE WIND BOURNE DEBRIS REGION OF 146 MPH (MIAMI - DADE COUNTY). ALL PRESSURES ARE BASED ON THIS LOCATION. 3. COMPONENT AND CLADDING PRESSURE ZONES ARE DETERMINED BY FLORIDA BUILDING CODE 2007, FIGURE R301.2(7). 4. BASED ON FBC - RESIDENTIAL 2007, SEC. R4403.9.3THE EXPOSURE CATEGORY "C" SHALL APPLY FOR WIND PRESSURE CALCULATIONS OR DETERMINATIONS PER TABLE R.301.2(2). 5. ALL LOADS ARE ASSOCIATED WITH THE LOWER EFFECTIVE AREA TO BE MORE CONSERVATIVE THAN INTERPOLATED CALCULATIONS. r Zone 5 1 Level 1 Wind Zone Diagram 1/8" = 1' -0" Zone 4 Miami Shores Building Department Product Approval Schedule/ Comparison Chart Address: 9207 NE 1st Ave. Permit No: I d y 0 Zone 5 Zone 4 1 ,, L_•■∎ ∎∎ ■ - - r •■• • Zone 5 N - N L Zone 5 I I T I Zone 5 T Zone 4 1 Ito IN Zone 5 Zone 4 fry 4 4 4 4 ' 4 1 3 mr. a au ∎41 • ��..ww w aw . mow. "� Pa Zone 4 Zone 5 f Zone y. fr c •• cube • • • • • •••• • • cube (architecture) 2700 north miami avenue unit 804 miami, fl 33127 t 305.588.8169 www.cube2archltecture.com • • aa- 26001789 •• •b:22°21134 • Date Scale Drawn Alberto • Pemas Checked Approved • • • • Design FL License Professional Number 492904 `ID5632 A -110 •• • 1stiktietDJe Ihi res, Florida 33138 Signature Sheet Information Issue Date Job Number 2010 24 1/8° " Author Checker Approver Floor Plan - Wind Zone Diagram Copyright 2010 cube (architecture) I IIIIIIPII h ill 1 Level 1 Window Location Plan 16 iJ U 1�I 1`U • 11•∎ ∎ ∎ ∎� WA �t• ∎∎∎•• ∎ ∎ ∎•••■∎ ∎•■■••∎ ∎ ∎ ∎ ∎111 - - MrAIMPAIIViNKSIR r, 5 1 1 1 L IM / .A������ �7,&W /M. 0 • 41 � -- - - - � - - - - 3 1 3 3 3 1 1 0 0 0 1/8" = 1' -0" 4 4 1 4 1.1 1 Al Level 1_Wind Pressures Diagram 1/8" = 1' -0" 48.9/ -63.8 48.9/ -53.3 51.2/ -68.5 45.9/ -50.2 48.9/ -53.3 45.9/ -57.8 45.9/ -57.8 48.9/ -63.8 48.9/ -53.3 45.9/ -50.2 51.2/ -55.4 51.2/ -55.4 48.9/ -53.3 j 48.9/ -53.3 48.9/ -53.3 48.9/ -53.3 ED Design FL License Professional Number Signature Sheet Information Date Issue Date Job Number 2010 24 Scale 1/8° Drawn Author Checked Checker Approved Approver Title Wind Pressures & Window Locations A -111 Copyright 2010 cube° (architecture) CU • • cube (architecture) 2700 north miami avenue unit 804 miami, fl 33127 t: 305.588.8199 www.cube2archltecture.com ea- 28001789 Ib- 26001134 • • • • • . ©estcjn'Press es •..•• • • • • •• • •• • • • . :: rivgte'Resi nce • • •• • •• •• • : • ;9207 • N'. 1st Avewue • • •••Miar tShbres,.Floricla • • •••• '33138 • • .