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848 NE 100 St (13)Project: Contractor: <NONE> Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -27558 Permit Number: WS -5 -06 -1243 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: BATCHELDER, DAVID AND MILLY Job Address: 848 100 Street NE Miami Shores Village, FL 33138- SEP 2 5 Permit Type: Windows /Shutters Inspection Type: Final rk Classification: Window /Door Replacement Block: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO l Phone Number (305)751 -6493 Parcel Number 1132060340030 Lot: Phone: (786)295 -9269 Page 1 of 2 P assed Inspector Comments 1 CL/ e• ' -- - t___,5 r ) ---- G Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: Contractor: <NONE> Building Department Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -27558 Permit Number: WS -5 -06 -1243 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: BATCHELDER, DAVID AND MILLY Job Address: 848 100 Street NE Miami Shores Village, FL 33138- SEP 2 5 Permit Type: Windows /Shutters Inspection Type: Final rk Classification: Window /Door Replacement Block: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO l Phone Number (305)751 -6493 Parcel Number 1132060340030 Lot: Phone: (786)295 -9269 Page 1 of 2 No one home, no access, no permit available for inspection. 9/12/06 CG. Passed Inspector Comments • Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -17244 Inspection Date: 09/12/2006 Inspector: Grande, Claudio SEP 1 3 REC'D Owner: BATCHELDER, DAVID AND MILLY Job Address: 848 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO 1 Building Department Comments Tuesday, September 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number (305)751 -6493 Parcel Number 1132060340030 Lot: Phone: (786)295 -9269 Page 1 of 2 �� A Miami Shores Village 1 I Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ECMIITIr' PERMIT APPLICATION - FBC 2001 B Y: ° -= - -�- _- - -- - Permit Type (circle): Building Electrical Plum g Mechanical Roofing Owner's Name (Fee Simple Titleho .er) (Avl -// /LC e/ rcii- -01:l2Phone # C.305) 7T - 6v-93 /az Si Owner's Address City PT t nk2c State Tenant/Lessee Name Job Address (where the work is being done) g /ti . e 7Ot. J j City Miami Shores Village County Miami -Dade Zip ,Z3/ 3 8 Is Building Historically Designated YES NO 7 Contractor's Company Name /9 7/ 11 71 /kfr' C() (, t` Phone # (74j a 9,r— i , Contractor's Address /3 5I% 5 • W / 3/ sr City P'1 i /a." i State /= C_. Zip 31/9C Qualifier /? r42. PL /» /a. //z/ti (' State Certificate or Registration No. Q 9 L Certificate of Competency No. Architect/Engineer's Name (if applicable) /'/ / Phone # /t////- $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) B(C .40 Permit Noa.WflO - 1 Z 43 aster Permit No. Zip 33/3g Phone Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New �j Re air/Re lace J/ ` p p ❑Demolition Descri Work: /tom'd ✓c., ot() ,e 17)744-c r //it/v0 di/Jr * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Submittal Fee $ Permit Fee $ g d CCF $ 10 .BO . CO /CC Notary $ Training/Education Fee $ 3- d Technology Fee $ 7 OCD Scanning $ ' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Signature who is personally known to me or who has produced APPLICATION APPROVED BY: chc 05/13/03 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: 1 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. Owner or Agent The foregoing instrument was acknowledged before me this 54 day of �20 Cep, by * ** * ** ** ** * ** ** ** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Signature As identification and who 1 , yF pn oath. C A .� ��OP" . /1/ �i� NOTARY PUBLI Sign: � Pl4a ra F'�r �. / Sign: Print: * M . y . C . o .. m . m * i . s * si . o . n * E . xp *. ir * e . s * : . y 1� Contractor The foregoing instrument was acknowledged before me this 5 .4 : 1- day of , 2006 by who is persona y known to me or who has produced as identification and who did t s QQ� •...... ; Fl o mSSION .•.� '. l O -e t O, 20 i '• 4 '10 OCI C ' i iez * 6••••• • = � NDD22i731 ; a, My Commission Expires: Co - 10- ". •': 7 dto '��h' d *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A ... � ttttlt�jj'Ij jll\\\\ * ** ** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �! Y PERMIT NO. e " FOLIO NO 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. 1. Legal description of property and street/address: P 48 N • L f 0 ) S 2. Description of improvement: 2 ` � i - 7 6 OGt7 C in w,t / 1�,f'rc N::" �- .3.Owner(s) name and address: •D t/iD v` /'7f 1 7 4 �c /� c�O c'Yt- Interest in property: ,2� =J /!� t— t Cdr Name and address of fee simple titleholder: /V/ 4. Contractor's name and address: ,2221 u/b,, / cu M/De,.hJ r ��✓ �/ /35e f-G-). / 3/ J /)'7,, , FL .3 3 / J' 6 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: •' Amount of bond $ — 6. Lender's name and address: /2/ /4- 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: AZ/A. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different /J Signature of Owner Print Owner's Name /1, Sworn to and subscribed before me this ✓ - day o a` .` " 4 F i X 20 • �f — oJ� I B OO > 13 : • Address: /- SSW, /.3 / . 1 *• 0.1140 : *= V) /C 71C} J 0.S #DD221731 0� � /V i -i61,q Lit %%..-.1r • / �nde dlhN ��; • My commission expires: o - /D -0 7 4 - „ a °141 unda�: v N1 \A�� Notary Public Print Notary's Name 123.01 -52 PAGE 4 8/02 yf� / f7Qcrf- / f L .?.37.36 �J /L 73 c /i6L & 3v � ` � j ��ao►rrurrr, f � STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a Alloy of � of Original filed in this office on ai. ,AD20 WITNESS my land and Official Seat HA RP. RUVIN ,CLER . of Cuc a • Cou n ty C ourts D.C. 111 c :F-N 2006R0565271 OR Bk 24557 Po 2964; (1P9) RECORDED 05/23/2006 106 15 :22 : 27 HARVEY RUVIFIy CLERK OF COURT nIAMI CONTI t WAIN LAST PAGE Prepared by 1 S i i.0 Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 5/16/2006 Expires: 11/08/2006 Owner's Name: DAVID AND MILLY BATCHELDER Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 848 100 Street NE Contractor(s) Phone Primary Contractor KINCO WINDOWS AND DOORS OF (786)295 -9269 Yes Comments: REMOVE OLD WINDOWS AND RE- INSTALL NEW IMPACT WINDOWS Type of Work: WINDOWS AND DOORS No of Openings: 18 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Permit Status: APPROVED Permit Number: WS -5 -06 -1243 Phone: (305)751 -6493 Parcel #: 1132060340030 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 17,884.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due Amount CCF $10.80 Education Surcharge $3.60 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $7.00 Total: $310.40 Invoice Number WS - 5 - 06 - 24829 Total: E " AY 31 MD Amt Due $310.40 c - � 3Z42. 1 v Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ■ I K -re r a . i... ..«• • • • • • • •••• ••. • • S • •• . •. • • • • .. • • • 1M@MEWYr Emylino6 c B Y: _ t \150(4 - [ 243 eaft one) IJ £9 )th L ` ✓I^ 2 .) a ai 377439 /1 X mw.(. ix — ,C ( See- 4)240.49 P43 • 1 + 75 n 6� J/L .D2 .4.w r cen Jo b: ij t f - AMr AAA- rh'42CJ • • • 33/ 47e • • • ••• • •••• • ••• • • ••• •••• • • • •••• • 024 D iv 35'6 / /i' *ai - // 24 1. 0 ) /JCL 1 co -r -m) Gtevia mix C O¢ -o NCO!) 3S r A d 2c /'e1/9 C o/ - N.29• P3 • • • .. • • .26 3/ ... • • • .... • ••• .. • .. • • • • • • .: • • • .ill... • • .. • • • • •• •• • .. CiU� ` tliliaWu 1 LE...' Job: evf - • 33, Miami Shores Building Department Product A I I royal Schedule / Com s arison Chart Address: 8 ,t).g / s! Permit No. 64—i2.- V3 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shuticr Required Mullion Required Impact ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF Pressure ( +) I'SF ( -) PSF Size Yes / No Yes / No Yes / No f / - - ?a 3 7>e 31` /✓cO v'J trl/t //14" ( 7 0.2 ° 0/a2e sZ /A) Le le,,,ilC oa -a 1.2 ,9 .06 9 ?o 37x35 — / 3 0.2 - D /.4.06 11- ? t ) ...37 9e 3S — , C ol - / /2P^. d 4(.1-03/c. G! f/ go 4-)0/ t' a.7z.ti A7X 27 )/r -'(t ./6 ¥s '�G7u4cf . Ldp. 5; Oil -u3 /s° vI 1 C` 39 XS/ .s vV -03/3 .u, /- )d /-b°I 3t / as V J @eV 64 ai - H.29. 0 3 -+/-,'o AiY.S1 ` (o 9 oc - vg / S - - . d r j- 7'/ - 2 .12.7( 77 - t J/.JC d /fir~ ✓t^ a.? -o ► 2 d'- db 1 - o / — 75 6 3 — I"�r�u. 03- / /2 (Aotp +1 kihe N / &;fCx0 $ a2, --0 06 f / - ?1 37x3? 9 �f'i.vCjlt r� 0A oiaPn ,t- /- 7o 37x37 — /p r ,,ttr e' 0 ,d6 ,, - / - -7O _ 37 39 — /1 C n.Sr�C n�7 Or - p . S •o J3 4 37 ,(57 12. (9/ - / /cAF d3 41- $ 3? (.I 1 ? 63- 0 60?•0_5 1- -ao / / /xC 63 r — •�ucc 6 /1as-0 + - 7S /9( )( 6 L yC � 04 / 44 ! 03- d6dS.03 -1-/- Yo //1 7(63 �uLC, 03 -/ /.5 +/- ?J' / : z yea 1)(#) . •• /,s �M �,�T�- /lou 63 -d(a o 9. 03 1 /- / i 56 X CO . \ . ... • • / ( B , N " 4 R o c , 03 — o 4 07 o 3 1-J era 75/ &S/ —. • . . . / 9 0 3-n609 03 + / -8a 70 (S/ _..._. / f3 03 -66 07. n3 +I e° 7S XS/ -- .::::• - r+¢- •• • •••-.- . . • • • • •• •- • e • • • •••• • • • - •••• •••• • • • MM I D ADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 • 1' •.. . • ... Ml'A;1Q;IjAD CC1j7MY, • MLR] ». : • MB.T1 -QAtB FLAOLEIAUITI)1$K 140 WEST FLAGMR STMT, 1603 • MIAMI, FLORIDA 33130 -1563 (305) 37 1• •.5 -2901 • QJ FAX (3 37S -Zg08 • • • • • ••••.•••• • • • •• • • • • • ••• •• 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 "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window", 1 through 11 of 11, prepared by manufacturer, dated 11. -15 -01 and last revised on 02-25-03, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by fire Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Mlssrle 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 01- 1129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 • . T. M. Window and Door ••• • • • • ••• • • • • •• • . • • • • NOTICE 01? ACCEPTANCE: EVIDENCE SITE iliftR� • : • • • • • • • • • • (For File ONLY. Not part of NOA) E -1 • • • • • • • • ••• • • • . • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • A. DRAWINGS • • • • • • • • • • • 1. Manufacturer's die drawings and sections. • • • • 2. Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02 -25 -03, signed and sealed by Ballard L. Argus, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 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) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 04 04 signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04-12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09- 24-02, signed and sealed by William R. Mehner, P.E. C. CALCIILATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27-02, 10- 04-02, 12- 04- 15-02, and last revised on 02 -25-03 prepared, signed and sealed by Ballard L. Argus, P. E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Intl for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keep Safe Maximum ", expiring on 05/21/2006. 1 s A ` . (-.Aa rt,clA Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 • • . . . • • • . . . . • • • . . . • • • • • • • • • • • ' • • • • • • • • • • • • • . .. • T. M. Window and Door • • ... • . • NOTICE OF ACCEPTANCE: EVIDENCE SUBlViii' tit • • • • • • (For File ONLY. Not part of NOA) . • 8 • • . O E. STATEMENTS • ' • • • • • 1. Letter of conformance and "No financial interest, dated 12- 0i -i002 agile & : : .. sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Robeeto. F. OTHER 1. None E -2 lstutp 1 . L.lAAn •L Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 • •• • • • . . • • • • •. • • • • • •••• • • 72 1/8' MAX. FRAME �C 53" MAX. FRAME WIDTH -+ 1/8 SEE MULL OUP . g• - 0.070" POLYCA BONATE INIERLAYER • 1 I� • 1 12 1/ • MAX. I 1 er SHEET 10 OF 11 I 6 " - 8� 1 • 30' MAX. I • %" \ -.- 45 1/2' MAX. • \ D.L.O. D.LA ' /t�, „` C , S r GM LOCKS / ./ / • . / , 46 ,, I 12 ‘' LOCKS . C4 / 0 / .• / L - DESIGN PRESSURE RATING: SEE TABLES 11. 02. AND 13 TEST REPORT No.: F7L -2770 GLAZING: 7/16" SAF -GLAS BY S.I.G. - 3/18' ANNEAL.ED CLASS - 0.070" POLYCA BONATE INIERLAYER - 3/18" ANNEALED CLASS WATER RESISTANCE TEST: 12.00 PSF r 8' I d I I fl _L I QI SHEET SEE MUU. 10 O 11 -- ; 20 5/8" SERIES 515 CASEMENT WINDOW l i mc c (TEST UNIT ELEVATION VIEWED FROM EXTERIOR, SCALE: 1/2" - 12') 1• GENERAL NOTES I I 1. SERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC- TURED BY TM WINDOW AND DOOR, U.C. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS No.: FTL -2770. FTL -2587 AND ATL- 0806.01 -02, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1, 6, AND 8 OF 11. RESPECTIVELY) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 8 1/4' LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTS) LEVER TYPE CAM LOCKS. WITH SURFACE MOUNTED KEEPERS, LOCATED 18 1/2" FROM TOP AND BOTTOM AND AT MID -SPAN. WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL• LOCATED 4 1/2' FROM EITHER LEFT 011 RIGHT JAMB. B. EACH FIXED VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT.MIO -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) . - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCA- TED 16" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) . - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK, LOCATED AT MID -SPAN OF HEAD AND SILL • WHERE CUSTOOIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VVIT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: • A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL AT EACH WEATHERSTRIPPING GROOVE. 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450" (VENTS) MD 0.450" (FIXED LIES) GLASS BITE. USINO SIUCONE AND AN ALUMINUM TUBE GLAZING BEAD WITH SILICONE BETWEEN THE BEAD AND CLASS. CUBING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -76. lY4ff: THE FIXED PANEL (0) IS EOUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY SHEET 1. - GENERAL NOTES, ELEVATION (TEST FTL-2770) AND ANCHOR NOTES GLASS) SHEET 2. - VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16" SHEET .3. - HORIZONTAL CROSS SECTIONS (7/16" GLASS) SHEET 4. - LOAD /ANCHOR/HARDWARE TABLES (X & XX CONFIO. -7/16" GLASS) SHEET 5. - LOAD /ANCHOR /CUPS /HARDWARE TABLES (XOX CONFIG. -7/16" CUSS) SHEET 8. - ELEVATION (TEST FTL- 2587). LOAD /ANCHOR /HARDWARE TABLES /ANCHOR NOTES (X CONFIO. -5/18• GLASS) SHEET 7. -CROSS SECTIONS AND BILL OF MATERIALS (X CONFIG. -5/18" GLASS) SHEET 8. - ELEVATION (TEST ATL- 0808.01 -02; ANCHOR NOTES (X & XX CONFIG. - 1 /�•E�,Ssj SHEET 9. - LOAD /ANCHOR/HARDWARE TABLES (X & XX CONFIG. -V2" CUSS) •••• SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS UST • • • • • • • • •� • SHUTTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. 1. TYPICAL ANCHOR TYPE FOR X. XX AND XOX CONFIGURATIONS SHALL BE A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FIANCE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 146,887 P51 AVEERAGE YIELD STRESS- 158.767 PSI B. 5/16'a ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 150,142 PSI AVEERAGE YIELD STRESS- 155.862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/ 3000 PSI STRUCTURAL CONCRETE - 1 1/4" FORHOLLOW CONCRETE BLOCK b. FOR XOX, XXO. AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 P51 STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL IS 3' FOR 1 /4 "I TAPCON, AND 3 3/4" FOR 5/18 "o TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, R 1/4 ". 5. MINIMUM ANCHOR QUANTTIES ARE DEPICTED AS SOUO ONES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING RFOIIIRFMFNT!S• - HEAD AND SILL OF OPERATING VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6' FROM ENDS AND 12 1/2' O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIOE OF MEETING RAIL CENTERLINE. - HEAD AND SILL OF FOXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 6' FROM ENDS AND 20 5 /5" O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 8" FROM ENDS AND 15 1 /18" O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. DRAWING INDEX ANCHOR NOTES A� w� i,, L r �.*W V E,�+/11• oS t 0 ••. •• L ARGUS, P.E. .91 TERRACE• N, 324 • • 1 ••••• • • • • • • • • • • • • •• • •• • • •. • • •••• FLORIDA No.35688! LTIQL • • •••• • • • s+EZT 1 • 1 • 8 z 1 0 g • • • BILL OF MATERIALS FTL -2770 ATL 0806.01 -02 ©11110M #111MIIMM •.3 . • 'in •N • .. ON [trio; #t•LB444 6063 -T6 LUM 3 . 2 GW 37528 6083 -T6 ALUM. >,:_ IN• •W i:+ FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 -T5 ALUM. VENT TOP WINDOW SASH 5 W 375 6083 -T5 UM. NT STILE / N•i • •• i1 R7INIMIIIIII #PLakri+Yi #01-mmt- Y119 'M• lE ��L LL• I12,Me'1.'.:L J X11 ?: �: I Iiamil_n. • ar iliti # #11=■11iMMINIIIIIIi71ii tt�ck .l13i.i:4Lni - M1111•1111111i ____•1•.SY7•: M / ._ '.' =ai- ymx. :L?_'�fu 11111111111111 11F1 .` ►,t_S•,t!LS_Gai' IliF/AFIEI EHR ll" :1:1X > llInglaIMPRECIII F3iFIRMIE121111111111111 © t F€1 1011MZY•7® *!! l4:1I+1 t11F111 ©mI=1:11111■ __ .Q�n INIroxlla ,1 114 �ii 11 7 71 nom r iR71ft&1?�I•La. • '' •' iu <3111911 if7f�ii I :�t'. i:I9U1L•1 tV •T:T C9Xli1l.: t?-ioI qaltiIimaliw....MMIll 11MERIU L22. L 31!Li( 2111111111 H UM S. STEEL MUU. TOP BOTTOM '14 1 2��H.••MSMIN WEN ImtiiM MiaYE7 __- ROD HI ASSY. ® ®tiWflir 3F� /dtkiztoL� y ®iL•ZL' _ _____ •' a iv_uf t #f # ® [ Ii. AiL•7i unit >ai 4y_nceitar:LXa 3J MULL TM -096 6063 -T8 ALUM. 2 x .3 5 18 x 5 1 2 I/8' THK. MULL C A3 MULL TOP 6: BOTTOM .34 if MULL - -- 6063 -T5 ALUM. 2 x 1 1 2 x 4 x .1 8 THK. MULL CUP Al MULL TOP & BOTTOM 36 HINGE - -- ALUMINUM CAP RN HINGES TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) MIN. FOR FOR IX P.T. WOOD BUCK (SEE NOTE BELOW) TIP. EMBEDMENT: X OR XX -1 1/2' XXO,XOX, OR OXX *1 3/4' 2 1/2' EDGE DISTANCE W000 RUCK INSTM 1 ATION NOTE: FIAT SURFACE () WOOD BUCK SHALL BE ATTACHED TO INSTALLATION SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD VERTICAL SECTION SCALE HALF SIZE 1 2 1/2' EDGE OISTANC • () 2' NOM. WIDTH k- 2 1/2" EDGE DISTANCE (TYP) PRECAST 51U- INSTALLATION VERTICAL SECTION SCALE HALF SIZE 1/4' MAX. SHIM (TYPICAL) MIN. TIP. EMBEDMENT: FOR X OR XX -1 1/2' FOR XXO,XOX, OR OXX �1 3/4' I NO SHUiIWNS REQUIRED FOR THESE INSTALLATIONS I 7/16 OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, L.LC GLASS DETAIL SCALE FULL SIZE • •• •• ••■ • • • • . • • • 1No.35686, cn�M • . • •••• •• • • • •••• l� •• : • • • •• •• •••••• • • • • • • • • ••• • • • ••••• • ••• • • • •• • • • • • ••• • • • ••• • Miat t ; • •••••• • • • •••••• •I•••• • • • • ••••• •••••• • • • • • • 000000 1 e 0 0 m :iJ ©o •D m ®D©;2 00 • 'MIN. TYP. • EMBEDMENT: FOR X OR XX -1 I /2' FOR XXO,XOX, OR OXX 1 J/4 TYP. INSTALLATION INTO CONCRETE 1/8' WINDOW FRAME WIDTH • • _ RIICK INSTALLATION NOW. WOOD BUCK SHALL BE' ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) EXTERIOR WINDOW FRAME, WIDTH 3 2 JAMB HINGE DETAIL 3 3 MEETING RAIL DETAIL . • (•) SEE PAGE 10 OF 11 FOR MULL ANCHOR CLIP TYPE APPLICATION. 1 I/4' MIN. EMBED. (rm.) 06000900 R ® m "®= maim emeorDeos III lig 6 - / A E1 ..... �'�� i�r� fifty � j , L � ` IA? RI f�� .uu;. wo' 1$∎.:l I) � !� . EXTERIOR q.) CI ®C.® WINDOW FRAME WIDTH WINDOW FRAME WIDTH TYP. INSTALLATION INTO CONCRETE BLOCK 3 77 JAMB LOCK DETAIL NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS J WINDOW FRAME WIDTH TYP. INSTALLATION INTO CONCRETE BLOCK MULL DETAIL O5 JAMB HINGE DETAIL 3 IX P.T. WOOD BUCK (SEE NOTE BELOW) r • •• • • • •• ••1 ••• e/1 • • • •' • ••• • oIDiILib N o 3 5666, CM1M • • •••• •••• •• • • • •••• �• •• . • • • . •• •••••• • • • • • • • •••••• •••• • • • • • • • • • • • •••• • • • i • • • . • • ••••‘,• ••••••• • • ••••• • • ••••• •••••• • • •••• .. . INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) - GLAZING: 7/16• ANNEALED LAMINATED (SAF -0 AS),BASED ON TEST REPORT NO.: FTL 2770 2.726 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'1 OR 5/16 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REOUIREO HARDWARE REOUIRED ANCHORS (1/4'0) REQUIRED (5/16'•) HEAD/SILL (01Y. ANCHORS EACH JAMB (QTY.) PRODUCT C00E FR. WIDTH FR. HEIGHT• (in) (in) POSITIVE ( +) NEGATIVE (-) BUTT HINGES (QTY.) LOCKS OTY.) HEAD /SILL QTY.) EACH JAMB (QTY.) BBiFB•iIEfFAIR Wall= 111M I[ Ti1m. r o•1•BBBBFl EACH JAMB (QTY.) P031TIVE ( +) minim •111111•111111111111HON1111111111FAIN 0TH HEAD SILL EACH JAMB (QTY.) MIMIMEFIIKIIINE1ti>sI.1• =MAN MIEM RIN altlllIM WW1= B/B>`iBBB INIMI I1•1111B• BBBBB!�B11� BBi111M2=fi1I•)•IBSSR•7•BiBlBIIIMIIIIB•I• i[•IIlI ILlMIFIW B1 : • • MIME IIIIFIa �7•�7.1•B�•F>•OMINIFI•B1M■[!• IMIEEVIIIII 4 _____• 5 80.0 60•0 MINIIIHNINNI IE allfTll�il•MINI i1FAFTI• 31L1BIEWYLI ] C)•�BI��B �� =1tI761r El• ; • , 11111111111111111 _: �I!• II S:Ir7•1111M>•IIIIIM•IB>E•NINIFIMIBBINFl•IBI•B1•11 -80.0 26- :, . :.. MIME IIMFAIIIIBB1■%l• IIiIII•111111211•1111111l•I •111•>aBIIIIM•BMMIF>•IBB 111011I11Ml• =! BIIFI•'.l 11112#11/11111MIREIBWRINIF5=111•111111117XIMI vfWi• ®IIyIIMIN ®Efa 3/F71E7•E1L•T11•:.. cr Mfyarl1M:1l(411111111121W1i111M'•1•11111F'•BIIMIFTI•BBBB6'•IREIV'•BEMINI I ft �7C•1• Eli :.. MEMMIIIIIIIIIIIIIMIIIINWININ Betz Mill _ �� il• BIDIBIMMIIIIBIII>•BIBIIEIIII �f• EIIia Bid lEli is �a ∎>• IBIE)• �� ?i :, . 5 8 - 80.0 EIZ•1LlIl�N•II�N• --_ I- 83 80.0 :• • B1112CH7�iIl��>� �� 2 0 3 2 II1FbBI•IIIIN'BiCI1•I=i•7E7• MERMEN EMU= 11I1NII•7L'II MEM= :. WIREF7•IMMIRMB=ERIIMIBBIBFI•I •tea ■IF7•BII]E71111 MIERYPRIII MIME -- BIIENNE II =!IIIII •fig•IIMINI•111111111. L 7.7•RIIIIMEMMI -80.0 MIMl•MIIIIR! MIN•MINIF1•IIM>•IIIIMIE10•0B!l111FINIBMIBl• ©111111Ml•IIIIIIMIIIIMS! - - - EN l•IlESAIIIII IMIIIItII5M 3 =80.0 I-III• BI►TAIIIIN MTNI III IIt- 7.757.1•EP 7r411111 IMIF• MIM I IIINIFf• iI= BIBIIBBB BBBIIFI• INSTALLATION GLAZING: 7/16• (ELCO 1/4'4 FASTENER CHART /HARDWARE (XX CONFIGURATION) ANNEALED LAMINATED (SAF -GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) (USING 1/4 ANCHORS) (USING 5/1811 ANCHORS) CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLACK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT CODE FR. WIDTH O ^) n• HEIGHT (i ^) H (QTY.). LOCKS QTY.) POSITIVE ( +) NEGATIVE ( -) NEON RNL HEAD SILL 0TH R HEAD SILL O EACH JAMB (QTY.) P031TIVE ( +) NEGATIVE (-) MEETIN RAIL MEAD SILL 0TH HEAD SILL EACH JAMB (QTY.) MIMIMEFIIKIIINE1ti>sI.1• EUNINEIIMINIIIIyINIE WW1= • • : • + -lIT•Jf•IIIIWINIIIIMIR1111111MIFIIIIIIIIBBLTigiMI I1•1111B• Bbl• BBi111M2=fi1I•)•IBSSR•7•BiBlBIIIMIIIIB•I• IIIEEPIENIII -7.707♦ IIIII7' IBIIyI• MIME IIIIFIa © Elm IIIMI IMIEEVIIIII 4 MIRED= IIEDEFLINI I_•1•IBil• I • ] C)•�BI��B �� =1tI761r El• ; • , __ _: �I!• -80.0 26- 3 • � 11111 _82.70 1111111111,111111111111 800 :, . --- EIZ•1LlIl�N•II�N• :• • s!I•Fl•� :• • B1112CH7�iIl��>� 2 0 -10 2 80.0 3 80.0 4 2 -80.0 - - - EN 3 80.00.0 4 2 80.0 -60,0 } 3 I IFif1L:7EY�'7Llil�� :• • !T!751•i>N• Bi•B�•7• - Bi Z]f 1111 r.LIC'» -80.0 OMML 1•1110!111111 4 34 53 1 8 • 80.0 -60,0 4 80.0 35 53 1 /8 83 3 80,0 -80.0 4 4 5 80.0 -80.0 4 5 36 53 8 .3 0 1 38 3J8 2 80,0 -60 80.0 2 .0 8 80 .0 2 4 4 + -- 60 50 5/8 2 80.0 $0 0 4 4 - 4 - -- 60 63 3 80,0 -74.4 4 4 5 -80.0 4 4 5 80 8 0 Q 80. o 0 - -- 4 26 1 0 - 73.0 2 4 2 80 .0 - 78.0 2 4 2 3638 7LlBIIIIFMBIIIiIIIM 3 80.0 - IF7EIIIIIIIIMICIIIIMIBI•lIIII 4 4 0.0 ... N•OSIMs! IINI•MIN111.111111. - -- iZll _ - _ aill. _80.3 4 � TABLE 40 I: TABLE 0 2: OTHER CONFIGURATIONS MAX F.W. -+ f MAX. F.W. ' SEE TABLE /1) (SEE TABLE #2) I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 Modem 01 7 w 11 ��VV Mk d •••• • . • • •••• • • • ••• ••'•• • . • •• • • s• •• • •••• •• . • • •••• t• •• •• •••• • • • • • g ' 8 51 • 0 • • • • • • •% •• • • • • • •••• • • • . •• •• • • 1 •••• • •• •••••• •••••• • • • • • • • ••••• •• • . •• INSTALLATION FASTENER CHART /HARDWARE (XOX. XXO AND OXX CONFIGURATIONS) GLAZING: 7/16' ANNEALED LAMINATED (SAF -0LAS),BASED ON TEST REPORT 110.: FTI. 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELM) 1/01 OR 5/16'0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) . � dlIn 1 USING 1/4'• ANCHORS) (USING 5/10 ANCHORS) CONFIGURATION XOX • REQUIRED HARDWARE 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED. ANCHORS 3200 PSI CONCRETE/ MOLLOY( CBS R TORS PER OOPEABLE VENT FIXED VENT pER OPERABLE VENT pER FAXED VENT PER OPERABLE R FIXED VENT PRODUCT CODE FR E WIDTH i f A HEK:HT n X' VENT WIDTH (In) ••O' VENT WIDTH (in) INQ S (QTY LOCKS (QTY.) FJ M (QTY. CUSTOM. LOCKS poSrtryE ( +) NEGATIVE (-) HEAD/SILL (QTY.) EACH JAMB (OTY.) HEAD /SILL (QTY.) 14 JAM (OTT.) p (+) NEGATIVE (-) HEAD/SILL (Orr.) EACH I /SILL TV.) JAMB (QTY.) HEAD /SILL JAMBS — � r l f -- - 1111/ '-- — Sidi— — llty PERM f RIZI:11i0ailn 1172FMIFFEWS1111CMIIIMV1=11111=0= rah'miT- IREMERIIMMII 1SQ3 ibiR fET1L7[] itniF'a111/zls31111 1nWIL7.1 IMIIIi1I1E51•IMM MRS= 21:1 OM= I=iLlE1• OW=IIMI ©IMF=WM=ISM IIIMII NMI ,t'C =MIMI EU= 111011)111111E11=1EMEII>a IMIII MEM= MIMI= 1•111F=11 =MI WINNE MGM= MIIIII IIMEIMIIIIIIIMIll 11111r=11101 =FM 1==1101111112=1 WM= IMMIIIIIIIIIz3rIMMS1• MF7■ ©UM== MM. 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NOM MW • BNl4RO L ARGUS, P.E. •: 91 TERI CE• • ON, 53324• • • •• ••• , • • • •••• a z 0 a OAANIN N .• 0519- 2 1.50 8 OF I+• TABLE • 3 NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 - SEE MUUJON ANCHOR CUP DETNLS ON SHEET 10 OF 11 x' VENT WI DTH MAX. F.W. SEE MULL CUP SHEET 10 OF 11 '0' VENT. WIDTH (SEE TABLE /3) - SEE MULL CUP SHEET 10 OF 11 • NO SHUTTERS REQUIRED FOR THESE INSTALUTIONS l OTHER CONFIGURATIONS MAX. F.W. SEE MULL CU ��fSMEET 10 OF 11 ��- SEE MULL CUP (SEE TABLE /3) SHEET 10 OF 11 SEE MULL CUP MAX F.W. SEE MULL CLIP SHEET 10 OF 11t, ® !. SHEET 10 OF 11 1 L SEE MULL CUP (SEE TABLE /3) SHEET 10 OF 11 • • • •• •• •. (,,,.�•�•-. • • • • s-43 • •• . 614490/8.1435886. C1 . •• 'AO -� •••. •• • • • •••• t: .•:. • . •• •. .•••.. • • . • • • • • • - • ••• • • • • • • • •••. • • •. •.. • ••••e. •••••• ••••••. 0.•. • • • • • ••••. I• • • • •.• • ' . ••. • .. • • ••••.• • • • ••.... • . � dlIn 1 1 !� ' ' 4In rlin : I 9111M• 9111M• f ' _ ' dII11 I 1 1.1. I II I l n Iu I I i r T fl , h M L� 0/ / li 1 ' i � I � i I1 , l I, 1 u I I 4111, . 1 . I /I ‘t X./ / / li ., .I f a L . nu. X / / / , / /II eh A PP \ 0 I ,� ,. I_ \ \ X •• \ , 1J/ I it L•1 AA l In nu. I� LLL X i i i / LT 17 H 3WYZl4 'XM9 .LC - CALOM CKS, \ HIN ES, = a / KSD/ � � • / ' / ' I • ; � i VII') gi ll . - _. — - — � r l f -- - 1111/ '-- — Sidi— — llty sr 4 `•`rM c.w " Me. NOM MW • BNl4RO L ARGUS, P.E. •: 91 TERI CE• • ON, 53324• • • •• ••• , • • • •••• a z 0 a OAANIN N .• 0519- 2 1.50 8 OF I+• TABLE • 3 NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 - SEE MUUJON ANCHOR CUP DETNLS ON SHEET 10 OF 11 x' VENT WI DTH MAX. F.W. SEE MULL CUP SHEET 10 OF 11 '0' VENT. WIDTH (SEE TABLE /3) - SEE MULL CUP SHEET 10 OF 11 • NO SHUTTERS REQUIRED FOR THESE INSTALUTIONS l OTHER CONFIGURATIONS MAX. F.W. SEE MULL CU ��fSMEET 10 OF 11 ��- SEE MULL CUP (SEE TABLE /3) SHEET 10 OF 11 SEE MULL CUP MAX F.W. SEE MULL CLIP SHEET 10 OF 11t, ® !. SHEET 10 OF 11 1 L SEE MULL CUP (SEE TABLE /3) SHEET 10 OF 11 • • • •• •• •. (,,,.�•�•-. • • • • s-43 • •• . 614490/8.1435886. C1 . •• 'AO -� •••. •• • • • •••• t: .•:. • . •• •. .•••.. • • . • • • • • • - • ••• • • • • • • • •••. • • •. •.. • ••••e. •••••• ••••••. 0.•. • • • • • ••••. I• • • • •.• • ' . ••. • .. • • ••••.• • • • ••.... • INSTALLATION, FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: 5/W MEAT STRENGTHENED LAMINATED (SAE- QLAS), BASED ON TEST RE No.: "IL 2557 2.728' 511.1. HEIGHT, WATER RESISTANCE TEST: 10.92 PSF (E1C0• /4•• TAPCON IN 2500 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS P LOD CT WATER RESISTANCE TEST: 10.92 PSF BUTT HANG (QTY) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB . (QTY.) BifaIN ill_•ii1sI17ETIII<7l>• iClMITIM4 iIMMIM INNliMENNIME Tt1•1iiiCSIIIIIF]FlB111M11111•111M11111111•Iki1111EMINII I_T)F1• WIFE= ®i=11111MMNIi iMIIIISimBNIE! 72.8 - 99 3 111111111111111111111 MI - 8 n1sB11 -auommilii it �= Tau iti BiliIFi == 1111712FTRI I1ial MIIIKEIIIIIFFET171 /:=ilIC7•BIEFI7F>•IIIIIII1•i1•Bii1■111110111111 iii II AIN. 1•i111•11S U11111 MINIFf•11111r'•iiIIIIIIII 11•11111i11111111s! )111111_ •17 `IWIT=1111111MM ®IMP1•M'I• NWT= 81 1•i1•i11=11S — EFIFYi1• 1• fi X BII1E�i�E7��IM IMILTIMII IIINIEMIIIEll IIIEDIETANIIIIIFFfilliNIEVECINIIIIIIRMIIIIIIIMMIIIIIMMINIIIIMMI K>•BBW1', NCEIMMIIII =F1• 1 I •fib — _ _ DESIGN PRES RATING: SEE TABLE `4 (THIS PAGE) GLAZING:. 5/1r SAF —GLAS BY S.I.G. — 1/8' HEAT STRENGTHENED CLASS — 0.069' POLYCARBONATE INTERLAYER — 1/8' HEAT STRENGTHENED CLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF • L ARCUS, 91 TER • 3 • •• •• • • 1 8 7 0 l mum l IIIU O7� 'rC •e 15 ' 7•J 16' MAX. SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE: 1/2' - 12' GENERAL NOTES 1/8' HEAT STRENGTHENED GUS .069' POLYCARBONATE BY 5.1.0. 1/8' HEAT STRENGTHENED GLASS /8 .x 3/4' SINS. (SEE GENERAL NOTE 13 BELOW) EXTERIOR 5/18' OVERALL. LAMINATED (SAF —GAMS) BY SECURITY IMPACT GLASS HOLDINGS, LLC Mao' MASS BRE GLASS DETAIL SCALE FULL SIZE 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: — ALUMINUM THREE PIECE BUR HINGES 6 1/4' LANG, LOCATED r FROM TOP AND BOTTOM AND AT MID —SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLE 14 FOR QUANITTY) — SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA— TED 12' FROM TOP AND BOTTOM AND AT MID —SPAN, WHERE THREE LOCKS ARE INDICATE), AT LEFT OR RIGHT JAMBS (SEE TABLES /4 FOR REQUIREMENTS EACH VENT SIZE) — ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2' FROM. OTHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. — LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.450' (VENTS) GLASS BITE, USING SILCONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD TO BE FASTENED WITH A. SINGLE ROW OF (8 x 3/4' FH. S5. SMS. LOCATED AS FOLLOWS: — HEAD. AND SILL: 3' FROM ENDS AND 8' 0.C. MAX. — JAMBS: 3' FROM ENDS AND 10 3/4" O.C. MAX. 4. AU. STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6083 —T8. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. l / 1. 2. 3. 4. TABLE • 4: I NO SHUTTERS REQUIRED FOR THESE IHSTAUATIONS ANCHOR NOTES JNFTAIIATION REOUIRFMENTS TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE A. 1/4 "o ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM 1151.D STRESS- 148,887 P51 AVEERAGE YIELD STRESS- 158,787 PS1 8. 5/16'4 ELCO TERROR (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 150,142 P51 AVEERAGE YIELD STRESS- 155,862 PSI C. MINIMUM 1YP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: — 1 1/2' FOR 2500/3000 P51 STRUCTURAL CONCRETE — 1 1/4' FOR HOLLOW CONCRETE BLOCK b. FOR X0X, XXO, AND OXX CONFIGURATIONS: — 1 3/4' FOR 3200 PSI STRUCTURAL CONCRETE — 1 1/4' FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCKS 2 1/2' MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4'. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES tOCATED AROUND THE • PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMIIM ANCHrIR SPACING REOUIREMENTS; HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6' FROM ENDS AND 18" 0.C. MAXIMUM JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6' FROM ENDS AND 15 3/8' 0.C. MAXIMUM. • •• • •• • • • •••• • • • •• •• . • • •• •• • • • • • • • • • +• • • I • • •• • • • • • • zfriggx • • • • f11QR1M•No'.`5686. CMLM ` • ••• • • • _••• • ••••• • • • •• • • • • • • • • •••• s1ca6 OF1- • I • • • • • • •••••b• • • ••••• • • 0000 •••••• • • 000000 BILL OF MATERIALS (TEST FL -2587) ' ITEM QTY. PART N4. MATERIAL DESCRIPTION' Loc.KnoH 5 . 6063 -T6 U i;. • WIN .• ' M 1111iith;ItA4 0 5 ©hhiL•Y4 6 • NILE i:, ' .L.• mAxIIIIIIII Y• MI 6053 -T5 ALUM. HEM 6063 -T5 ALUM. •1 •' VENT STILE WINDOW SASH 6 3 • 6063 - F ALUM VE :OTTOM WINDOW SASH iv 3 Mill 6063 -T5 ALUM. VENT INTERIOR HINGE FRAME•JAMB 6063 -T3 ALUM. .i .. .4.: •' LNG 'AM JAM; ®� ®® 6 SAF 1 �CLAS LAMINATED iYi '�:14•Y• 1FYrl:•1•F'11•1•i•1:L� e _ 0 • [•j>•�j. : ll„ qI MB HEE IIIN1•1111M5115F11•111111111111111111 3o 238 - . MEETING RN JAMB simmz:nj ® 31. .h ,.• L • 'a - , • • � FRAM SI li: Yte.- b'l:Ltd•ZI.L4:1 FI7 Fi1111`7! RUE7[ F 7R3Ti91ZIEIMIINIIIIIII Fi1IT41J Ft:11-11:1=1■11111170=111•117111NY/WWil I7• •��® 10® �--- la. ® laa ® 713"S� 71R'�xMIIIIIIIIINVLSRii? ��© �!`�J' 1ENWI ® WIFTl�f : ©1at93 -y[✓.Ji[ma. TIF7 .. ._ L :lli1 1 :Z•1N ui3:TlNl:1)♦ • WINDOW VEHTS .Ircissmoo_*N I: uutl•1� M E !. .I • _ter 3 x 11 16 x'1 16 THK. CHEVRON FRAME CORNER I341�J1:L1�� • • CH_ '•N •,.' ER 36 2 RING - -- ALUMINUM CAP RIVET HINGES 37 AS REQ'O - -- S. STEEL SEE GENERAL ANCHOR NOTE 33 MEET 6 MS. (1 Tun GLAZING BEAD 2" NOM. WIDTH I+- 2 1/2' EDGE DISTANCE MP) O VERTICAL SECTION 7 WOOD RUCK INSTAL 1 ATIf1N NOTF• WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS REOOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 1 1/2" MIN. EMBED. (1119 IX P.T. WOOD BUCK (SEE NOTE BELOW) TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1 1/2 MIN. EMBED. OW) gU- 1 1/4" MIN. EMBED (TYP.) FAR • ,till l �• �- �-�.•� 1. .. __ (�� E%TERIOR v.• ! ' ).1 S00(1) 4 JDOOS 00043909 TYP. INSTALLATION t.1) INTO CONCRETE BLOCK JAMB HINGE DETAIL WINDOW FRAME WIDTH I NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I • 1 1/2" MIN. EMBED (T TYP. INSTALLATION INTO CONCRETE O JAMB LOCK DETAIL 7 • • • • • • • ••• • • • •• •• •••••• • • • • • • • •••• • • _•••• •••• • • • •• • • • • •••. • • • • • •• • • • ••••■b •• •••••• • • • •••••• • • • DESIGN PRESSURE RATING: SEE TABLES #5 MD 16 ON PACE 9 OF 11 TEST REPORT No.: ATL 0808.01 -02 GLAZING: 1/2' GLASSLAM BY NEBULA GLASS - 3/16' ANNEALED CLASS - 0.060' POLYESTER - 0.010' PET - 0.080' POLYESTER - 3/16' ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF 1' 72' MAX. FRAME WIDTH -7 - 6' 6' .- 20' 6' 20' 7 5 /8' SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) • SCALE 1/2' - 12' GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED. (SEE TABLES 15 & 16 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS. LOCA- TED 7 5/8' FROM TOP ANO BOTTOM ANO AT MID -SPAN. WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES 15 & 16 FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL P1LE.WITIR INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0.375' (VENTS) CLASS BITE, USING SIUCONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 4. AU. STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -TO. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. (NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS GLASS DETAIL SCALE FULL SIZE ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR. X AND XX CONFIGURATIONS SHALL BE A. 1/4'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 146.887 PSI AVEERACE YIELD STRESS- 158,767 PS1 B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM'YIEWD STRESS- 150,142 PSI AVEERAGE YIELD STRESS- 155,862 PS1 C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: - 1 1/2' FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK b. FOR X0X, XXO, AND 0)0( CONFIGURATIONS: - 1 3/4' FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4'. TAPCON IS 3'; AND 3 3/4' FOR 5/16'. TAPCON. 4, MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4'. 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD ONES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING RFOLRRFMFNIS; - HEAD AND SILL' OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 0' FROM ENDS AND 20' 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL ANCHORS TN CLUSTER WITHIN 6' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERUNE - JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS. LOCATE ANCHORS 6' FROM ENDS AND 14 15/18" 0.C. MAXIMUM. 8. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MNNTNN 3' MINIMUM SPACING' BETWEEN ADJACENT ANCHORS. .010' P ' .060' POLYESTER 3/16' ANNEALED GLASS 1/2" OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL. INC. AOP“.• a vb • • Ltw 9.6r..01.4' / • • • •• I • . 4 • 15 • .. • • • ••••• 91 ARGU6. P.5. ON 4 • • • • • • •• • •••• • • • &I3 ' , • �j • ..• • FLORIDA No.35686. L k witAzo Juan ■ C515' -LMI SHEET 0 of 11 g 1 • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA rI • •• • • • ••• • •• •• • •••• • •• • •• •••• MIAMI -DADE COUNTY, FLORIDA • liEttel-DAEgFLAdLIER BU1f1 1Nd 140 REST FLAGLER.STREET, SU1 E+1613 • • • 'MIA14 EL 3 LDA 33f3O!1551 ' (305) 375 -2901 FAX (305) 375 -2908 Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSII -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. WO1 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, 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. 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 1/0" ANN. CLASS CLASS TYPE 'A' 3/8' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' MN. CLASS t/4' AIR SPACE 1/5' HEAT STREN. CLASS .090' NB INTERLAYER 1 /e' ANN. CLASS ONE PART SUCONE 'FEDORA 895' 041 TWO PART SILICONE 6 4 if ' ' � ECORA 985' , � GLASS TYPE 'C' 3/4' OVERALL TNK. LAMINATED BY 'CARDINAL' 1/8' ANN. CLASS CLASS TYPE 'E' 3/8' OVERALL THK. LAMINATED BY 'HOP' .097' INTERLAYER 5EA3TORN TYPE 8 1 /s' ANN. GLASS ONE PAIR SILICONE PECORA 885' OR TWO PART SIUCONE 'PECORA 985' .090' INTERLAYER SAFLEX KEEPSAFE 1 /8' MN. OLASS ONE PART SIUCONE 'PECORA 895' OR TWO PART SILICONE 'PECORA gas' 1/8' HEAT STREW. GLASS .090' PVB NTERIAYER 1/8' ANNEALED GLASS ONE PMT SRJCONE PECORA a95' OR TWO PART SILICONE PE CORA 903' 1, GLASS TYPE 's' 3/8' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' MNEALED GLASS 1/4' AIR SPACE 1/5' ANNEALED GLASS .097' INTERLAYER SEASTORM TYPE B 1 /8' ANNEALED CLASS ONE PART SIUCONE PECORA 093' OR TWO PART SILICONE TI i 1f J 'PECORA 955' GLASS TYPE '0' 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED GLASS 1/4' AIR SPACE 1/8' ANNEALED CLASS .090' INTERLAYER DuPONT BURACITE 1/8' ANNEALED CUSS ONE PART SIUCONE 'PECORA 095• OR r3 TWO PART SIUCONE 1, P ECORA 985' CLASS TYPE 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' MAX CORNERS —r 0.LA. (FIX. UTE) 14 1/2' WAX. HEAD /SILL 4 3/4' AT HEAD /SILL A 1/8' ANNEALED GLASS 009' FRM TPC -2000 AIR SPACE 1/0' POLYCARBONATE NR SPACE .009' FILM TP3 -2000 1/8' ANNEALED CLASS ONE PMT SIUCONE 'PECORA 895' OR ��'{{{{ TWO PART SIUCONE 1 ECORA 985' II 91. f ' CLASS TYPE 'G' 3/4' OVERALL THK. LAMINATED BY 'PROTECTIVE CUSS INC.' 47 3/0' 47 1/2' 0.L0. (VENT) 50' VENT WIDTH 53 1 /e' WINDOW WIDTH F1ANGF FRAME n • TYPICAL ELEVATION TESTED UNITS e' MAX. NEAR /S1LL CORNERS J O Ensin OR. HJ44YDUN FACOO STRucTuRTS FLA PE 3 14537 FEB 1 3 2002 47 3/8' 0.L.0. (PIX. UTE) 13 1/2' MA HEAD /SILL • 47 1/2' D.LO. (ANT) •50' VENT WIDTH 32 1/8' BUCK WIDTH FIN FRAME •••• • • • • •••• • • • 1. 7)415 PRODUCT 13 DESIGNED AS PER THE SOUIH•F70RIPA 8U1LD010 gpo4 • • 1994 EDITION FOR 431AMI -OADE COUNTY OR FLORIDA 8VI8OINC C31E. • • ALSO FOR MD LOADS AS PER ASCE 7 USI29441613PQNDiN0 LOWS• • • 2. WOOD BUCKS BY OTHERS. ANSI BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE • 3. ANCHORS SHALL BE AS USTED, SPACED*A1ALOWN ON OVALS. M • • A EMBEDM( TO BASE MATERIA* SHALL arYoN ORESSINO OR STUCCO. • • • • • •• • • • • • • • AA�PPP�ROVED AS COMPLYOtG W1T)4 THE • 124 PL IDA BURRING C00% •• _ LILL. •• • 49 3 Y A 01 .0 m 1 •PR • NTROL 0IVISION • / orowln • O0 • • MI D COMPLIAREBOPPICE wO 1 .— $ t • ACCEPTANGE • FLANGE FRAME WINDOWS FIN FRAME WtNDOWS vile- IOM \, -I, -a ) DESIGN LOAD CAPACITY - PSF SHUTTERS NOT REQUIRED DESIGN TOAD CAPACITY - PSF SMITE/2S NOT REQUIRED FLANGE DIMS. CLASS TYPES 'A' 'B' OR '6' CLASS TYPES 'C '0' OR 7' CLASS TYPE 'G' BUCK DIMS. CLASS TYPES 'A' 'B' OR 'Y CLASS TYPES 'C' '0' OR '7' CLASS TYPO '0' z O 77X55 F g i C p � 1 a 4 v � n 8 < p t 1 p ^ lb2 yI N. • ?S - 9440TH HEIGHT EXT.( +) TNT.( -) EXT.( +) 1NT.( -) m.( +) 1HT.(- ) W10TH HEIGHT EXT.( +) INT.( -) EXT.(s) 1NT.(-) E T.( +) TNT.( -) 19 -1/8' 26 -1/2• 37' 53-1/6' 26' (3) 70.0 70.0 70.0 70.0 70.0' 70.0 _ 26' ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 70.0 70.0 70.0 70.0 . 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ---S". 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I 1 BUCK 510TH 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2• 37' 53-1/8' 19 -I/8' 26-1/2' 37• 53 -1/8' 50 -5 /8' (4) 06• - (5) 70.0 70.0 70.0 70.0 70.0 70.0 I '..r 6 r. e 6 '/ av b 38' ( 70.0 70.0 70.0 70.0 70.0 70.0 "•' • • • •••• • • • • • • • • • • • • • • • • • • • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 me 70.0 60.e 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - g Y . I �, I -- en R " d S o : m g J 3 O _ C N i ' A' cA ... le $ S 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 67.2 67.2 61.9 61.9 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2 37' 53 -1/5' 63• (3) 70.0 70.0 70.0 70.0 70.0 70.0 24' 28' 32' 36' 40' 44' 48' 52' 44' ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 56.5 56.5 80.9 60.9 59.6 59.6 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2' 37 53 -1/8' 72' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 49.6 49.6 53.6 53.8 55.6 55.6 70.0 70,0 70.0 70.0 85.5 65.5 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. -S .....a 24' 25' 32 39' 52' (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - -- 70.0 70.0 70.0 70.0 70.0 70.0 • • •••• 4 4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.8 24' 28' 32' 36 40' 44' 46 52' 80' ( 70.0 70.6 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 WINDOW 510TH I 70.0 70.0 70.0 70.0 70.0 70.0 • , 11•• 14 69.8 69.8 70.0 70.0 70.0 70.0 ^ it: •• 14 (FLANGE DIMS) 63.9 83.9 69.0 69.0 06.1 08.1 56.5 56.5 03.1 63.1 80.e 60.8 24' 28' 32' 36• 40' 44' 48' 52' 72 (8) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • • ' • • • • • • F ' • 4 9 • le 4 4 9 9 0 70.0 70.0 70.0 70.0 70.0 70.0 0' n CA. MlAAYOUN 4AA000 STRUCTURES M P[ / 10357 FEB 1 3 2002 • • • • • • 4 APPROVED AS COMPLYING MN T146 }, Bt rLA1• I Y • ' L F 1 9 . • • • • • • 70.0 70.0 70.0 70.0 70.0 70.0 63.5 03.5 66.6 66,6 70.0 70.0 57.4 37.4 61.9 61.9 65.0 95.0 53.1 49.2 33.1 49.2 57.3 53.1 57.3 53.1 39.0 55.1 59.6 55.1 BY 0�. J,__. 0. 1,1 •�ROL OPASION 0 .73-7 •V• 14 �I COOECOMPUANC' • Le WO1 -e81 ACCEPTANCE • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOQ .-0124 j&. - Beet 2 61 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLusrRApv.0 ORS. ONLY EXT. OR INT. F1N6HES, NOT BY KINCO' • '' TYPICAL ANCHORS SEE REV FOR SPACING 1BY OR 2BY W000 BUCK METAL STRUCTURES (STEEL OR ALUM. t /8• MN. THICK) STEEL : fy - 35 KSI MIN. ALUMINUM : 8083 -TS MIN. _______ TYPICAL ANCHORS _ SEE ELEV. FOR SPACING ARO L L WINDOW MOTH O TYPICAL ANCHORS SEE REV. FOR SPACING WINDOW WIDTH EXTERIOR O.L OPG. WINDOW WIDTH Env DR. HUMAYOUN FM000 STRUCTURES FLA. PC / 16787 BY MAK. P ••• • • • • • •• • • • • • • • IBC • ••• • •••• • • • •••• Drawing b. W01 --61 (b..1 }of 6 ) TYPICAL ANCHORS; SEE ELEV. FOR SPACINO 112561.5 INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO W000 ,1116" TAPCr1Ns INTO 2BY WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 3118" TLKS OR Sfl F DRIWNG SCRFW$ INTO METAL STRUCTURES (I/8 MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 110 SMS OR Sfl F t)RII I INC SCREW INTO DARE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES: 1" X I/4" WEEP HOLE WITH PLASTIC BAFFLE AT S" FROM EACH END MD AT MID SPAN 1BY OR 2B1' w000 BUCK r --- 1 DADE COUNTY APPROVED MUWON VENT WIDTH O.L OPTS. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #8 X 3/4 SMS (2) PER GUIDE FEB 1 3 2002 'TYPICAL ANCHORS SCE ELEV. FOR SPACING I/4" SHIM FLANGE FFrAW WIND61f ATE1T • • • • •• •• • • AP 'V jOMPLYINO VTHT7' SOWN FLBRIO• 'OLOMSTON Air 8U1L• • • CooAAMPUANCI ACCEPTANCE NOQ - n12. % �10 • • • 1•• • 1•• • 1• ▪ • 5•• • • • • • ••• • BUCK WIOI11 BUCK WIOM • • • • •• •• • • APPROVED AS COMPLYING MTh TIE nn � • • •• BY .1J i 6 1 4 • • • drawin % •y/01 —81 IAaat 40f 6 ILLUSIRATNE DTLS. ONLY FXT. OR INT. FINISHES NOT BY IONCO TYPICAL ANCHORS SCE ELEV. 'OR SPACING TYPICAL ANCICRE SEE ELEV. MR SPACING TYPI(:AL ANCHORS; SEE DIV. FOR SPACING I1G SMS INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD j10 SMS OR SFIF 4RHIINR SCRIMS INTO DADE COUNTY APPROVED MULUONS (NO SHIM SPACE) IYEEPHOLES; Wt . 1 X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH END AND AT MID SPAN TYPICAL ANOIDRS SEE ELEV. FCR SPACING m �- I' m O 1 14: CD 1] 1/4' MAX. GAP. L _ O.L OPC. EMit AL EXTERIOR D.L OPO. BUCK WIDTH 1/4 MAX. GAP CADE COUNTY APPROVED TYPICAL ANCHORS MUWON SEE ELEV. FOR SPACING W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. VENT WIDTH /S X 3/4' SMS (2) PER GUIDE loon DR KJI1AYOUN 101000 STRUCTURES PIA. PE j 16SST FEB 1 3 2002 2002 • • • • • •• • • •••• • • ••• • ••• • • • • • FIN FRA1 WINDOA' • • •••• T/.7V P ••,• OMSKX4 SUMO r ODE BDMPLIANCE ACCEPTANCE NO •• • • • • •. • • • ••• • •• .• ••• • • ••• ••• • .576 .813 .062 2.091 .120 1.563 n FRAME HEAD (FLANGE) 2.691 1- - 2.000 .813 Q FRAME JAMB (FLANGE) Q2 FRAME SILL (FIANCE) .145 r -- 1.37 .153 --I LATCH .002 TPE (RIGID) r 6 .070 ] 1.128 POLYPROPYLENE (FLEXIBLE) CLASS SPACER SCALE 7. 1 1.563 1.063 .375 1.125 .513 2.091 .t2o 1.--1.563 A FRAME HEAD (FIN) 2.691 1.250 1.375 -{ 062 1.125 -1.500 -4 .813 FRAME JAMB (FIN) 2.691 t(li FRAME SILL (FIH) x .120 .082 1.167 VENT SIDE RAIL A 2 0 �GE 2� 1.100 .873 .437 1.063 1.563 1.120 1.1 .06 I GLAZING BEAD -7/8 CLASS GLAZING BEAD -3/8 GLASS (7) FIXED MEETING RAIL .520 t VENT TOP RAIL VENT BOTTOM RAIL 1.609 .093 (4) SASH STOP .410 ITEM NO. PART N0. IA KCO -204I KC0 -2051 2 600 -2042 2A KC0 -2052 3 600■2043 3A KCO -2053 4 KC0 -2045 5 KC0 -2049 O K C0 - 204 7 7 K00 -2044 e RP -900 BA 9 10 11 12 13 14 I5 16 RP-601 600 -242 VIT - 2009 W2315IN0 W23171110 L -049 17 10 U -4333 13730/13037 19 13129 20 KO -2056-A GUANTLTY 2 2 2 4/ LITE 4/ LFFE AS 9E00. AS 8030. AS REOD. AS REOD. AS REDO. 2 2/ VENT AS RECD. 2 2 2 DLSCRIPTION MATBRUL FRAME HEAD (FIANCE) FTLWC HEAD (FIN) FRAME SILL (FLANGE) FRAME SILL (F174) FRAME JAMB (MACE) FRAME JAMB (FIN) VENT TOP RAIL VENT 90T•011 RAIL VENT SIDE RAIL FIXED MEETMG RAIL CtAZ1N0 BEAD - /e' CLASS MATING BEAD -3 /e CLASS SASH STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW GLASS SPACER FIN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRPPINO BULB WEATHERSTRIPPING VENT TOP GUIDE 6063-1'5 6063 -15 6053 -76 6063 -16 6063 -19 6063 -75 6063 -15 9093 - 16 6093 -T5 6063 -16 RIGID PVC RIGID PVC 6053-19 SEE D L. 5 /e SPIRAL BALANCE SNAP LATCH 3' LONG W/ SPRINO NYLON NYL014 VENT BOTTOM GUIDE N1tON BALANCE BRACKET 6053 -T9 MANF. /SUPPLIER /REMARES /e X I PNPH SUS 18 X 1' P11W1 5495 OVAL OUROMETER ULTRAFAB .150X.167 OR EQUIV. ULTRAFAB .170X.157 OR EOVN. CALOWELL ULTRAUFT /SPIRE% 9' FROM EACH END (HUGHES SUPPLY) 0 -LON .300X.190 ASHLAND PRODUCTS ASHLAND PRODUCTS Engr• 09. nVUAY0U7. 649000 STRUCTURES 11A. PEI 16037 FEB 1 3 2002 • • • • • •• • • .••• • • •••• • se4h BUREN • T DASION • •••• ... • • • • •• •••• • • • • • • • • •• •• • •4 APPROVED AS COMPLYINO WITH THE •• BUIL • CODT•CCMPLD*NCE QFQOS• ACCEPTANCE N00.2 - [11 -tS• 10 „ J 4.400 drawing T T WO 1 -b 1 j (thee sof 61 . .. • • • • 9•• • ••. • • • • • .• • FRAMF CORNFRS (FIANCE) fa x t —s /e• sws SASH STOP 2 —t /4• LONG FRAMF CORNFRC (FIN) T¢� MuwAYOUN FAA000 STAICTJRFS FA Pt / ItosT FEB 1 3 2002 • • • • •• • • • VFNT CORNFR fFTAl� • • • • • •••• • • • ••• •••• • •• • • • • •• f• • • APPROVED AS COMPtYINO M1TH THE SOU •: •' a IQ yDE • • •I. t' 2/21p f • • PRO • •�� RAID ■• •E OINPUANCEO' A.CCEPTANCE NOOZ' Oast 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 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'1VIPFX" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, 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 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 pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 0 (e. ItA, • M - DAD$ COWTY, FLQRID % • 14L7143.-D4D LAtIZR.B414111:4 140 *SIT RLJCGLERtTREIT, SUcF41663 - : 11IIANf1,'PIIVEDA 33130 -1563 - (305) 375 -2901 FAX (305) 375 -2908 •• • • • •. ••• •• • • • • • •• • • • • • •.• •• NOA No 04- 0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 Page 1 • Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT FED E -1 • • • • • • ..• . • . • • • .. .. • • • • • • • • • • • • • .. • • • • • • • • • • • ... • • • • • • • .• • • • • • • • • • • • • .. • • • •. • • • • • • • • • • • • • • • ... ... • • • • • • • • • • • A. DRAWINGS • . • • 1. Manufacturer's die drawings and sections. •• • • • • • ••• •• 2. Drawing No. W03 - 112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA 1154 - dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 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 along with marked-up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA 1154W - dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA 1154 - - dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 • •• • • • Kinco. LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ' • • • • • • 2) Uniform Static Air Pressure Test, Loading peck BC; '1AS.20- 90 ; .. • • • 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 a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -3 dated September 2, 2003, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Al- Farroq Corporation, dated 03/06/04, signed and sealed by Humayoun Farooq, P.E D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No.03- 0421.01 issued to "Solutia Inc." for "Saflex HP Interlayer for Laminated Glass" dated 05/22/03 and expiring on 04/14/08. 3. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass Inc." for "Storm Glass" dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.B. 2. Statement letter of conformance, dated December 29,2003, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Letter from consultant stating that the product is in compliance with the Florida Building Coda (FBC). E -2 • • ••• • • ••. .. . • • • • • •• • • • • • • • • ••• • • .. • • • • • • • ...•. •. •••• • ••• • • .. • • • .. • • • • • • • .. • • • •• • • • •••• • • • • • • • • • • • ••• ••• • • • ••. • • •• •• Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 F-- ,B/ 1 l f l - _ II u u ii u A u u N U n I I A N A u I I I I n u - N II II II I 11 it I u D u I i t t I 1 t t ' r 'WO Ya F-- ,B/ 1 l f l II 1' II it I I II 11 R 11 I . • i I. 5 11 roan 'Pa I1 11 II II II n I I n JL u u ii 11 II n n N II u II F u u •- 1I CD 11 II II SERIES MPFX ALUMINUM FIXED WINDOW (L.M,I.) DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPLIES TO FIXED WINDOWS OF FLANGE OR FIN FRAMES. ALSO SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCRY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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 WINDOW WIDTH 1 WINDOW WIDTH i WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR REC SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE W. WIDTH WINDOW WIDTH WINDOW WIDTH 6' MAX. FROM ENDS 12' MAX. HEAD /SI 33 /8' D.L OPO. 38' BUCK WIDTH FIANCE FRAMF Alyrwed usnapba06with t S no de 130 • DNeI A TADAO OPSoP11 -1301 SURFACE APPLIED DPTIDNAI mg FALSE HUNTINS TYPICAL ELEVATIONS TESTED UNITS 6' MAX. FROM ENDS BUCK WIDTH :FIN FRAME •• • • Eby: 4N. HI3A STRCNRI3 •••• F.� ►E UAW • • CA71 8 - •••• • • •• APR 2 1 2004 • • • • • • • • • • •• • • D.L OPG. 36' •• •••• •••• • • • 0 N g b C •• • ••,s • • • • 1/8' MN. OR TEMP. GLASS — 3/8' NR SPACE 1/8' MN. GLASS -All GLASS GROUP 'A' INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUTLA STORM GLASS 1/8 MIN. CUSS TWO PART SIUCONE PECORA 985' OR SIKA SIKAflFX 552 OR ONE PART SILICONE PECORA 895 1/8' ANN. GLASS INTERLAYER .090' DUPONT SENTRYGLAS PLUS OR .100' SOLUTLA HP 100 OR .075 SOLUTIA STORM GLASS 1/8" MN. GLASS i . TWO PART SILICONE PECORA 985 OR 11111N 1 I' ONE PI = ON OR ONE PART SILICONE PECORA 895 1/8' ANN. OR TEMP. GLASS 3/8' MR SPACE l/8' HEAT STREN'D. GLASS GLAS GROUP 'B' INTERLAYER .090' DUPONT SENTRYOAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUTIA STORM GLASS 1/8' HEAT STREN'O. CLASS m 1 TWO PART SILICONE = n PECORA PECORA 985' 895 OR SIKA SIKAFLEX 552 OR I' ONE PMT SIUCONE I , I •� 1/8' HEAT STREN'D. GLASS INTERLAYER .090" DUPONT SENTRYGLAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUT1A STORM CLASS 1/8' HEAT STREN'D. GLASS TWO PART SILICONE PECORA 965' OR SIKA SIKAFLEX 552 OR ONE PART SIUCONE PECORA 895 3/16' ANN. OR TEMP. GLASS 3/8' AIR SPACE 3/16' ANN. GLASS 4 19 'r TWO PART EX 552 PECORA 985 OR SIKH SIKAFLEIL 372 1 ! .� INTERLAYER r 090' DUPONT SENTRYGLAS PLUS OR .075 SOLUTIA STORM GLASS 3/18' ANN. GLASS 3/18' MN. CLASS INTERLAYER 090' DUPONT SENTRYCUS PLUS OR .075 SOLUTIA STORM GLASS 3/16' ANN. CLASS GLASS GROUP 'C' TWO PART .SIUCONE 'PECORA 985' OR SIKA SIKAFLEX 552 A ro adoc0•!b'�L• 1 M Dodd Idle NOAB .ner•icl� ),{Il MleoL 3 3/16' ANN. OR TEMP. CLASS 3/8" AIR SPACE 3/16' HEAT STREW°. CUSS GLASS ROUP 'D' Env DR. HUMAY011: woo SLRUCTURLS LL9. T 10357 C.M 39 APR 21 2004 1NTERLAYER . 090' DUPONT SENTRYGLAS PLUS OR .075' SOLUTIA STORMCUSS 3/19' HEAT STREN'D. CLASS TWO PART SILICONE PECORA 985' OR SIKA SIKAFLEX 552 3/18' HEAT STREND. GLASS INTERLAYER .090' DUPONT SENTRYGLAS PLUS OR .075' SOLUTIA STORMGLASS 3/19' HEAT STREN'D. GLASS ;PEC 0 TWO PMT SILICONE I IL L . • • • • • •. • • •••• • • •••• • • •• .. • • • • • • • • • • •• • X o N hit • r - 0 9 t " . . • • 9a • ••• 'R Q • T ••• • w • • N •. , • • • drawin o. • • • • • W03 -11 • • •••• • ••• • •. •• • •.• • •••• • • • . • • • U •• •• • • • • E9Aeet 2 of•1)r • • • • • ••• • • • c DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - I BUCK DIMS. ANCHORS TYPE 'A' CHORE TYPE '8 BUCK DIMS. ANCHORS TYPE 'A' ILDICIIORS TYPE '8 GLASS GROUP 'A' GLASS GROUP '8' GLASS GROUP 'C' GLASS GROUP 'D' GLASS GROUP 'D' GLASS CROUP 'A' GLASS CROUP 'B' GLASS GROUP WIDTH LENGTH EXT.( +) INT.( - ) EXT.( +) INT.( - ) EXT.( +) INT.( - ) EXT.( +) INT.( EXT.( +) INT.( - ) WIDTH LENGTH EXT.( +) INT.( - ) EXT.( +) INT.( - ) EXT.( +) 24" 30" .36" 42' 48" 34" 60' 48' 68.7 65.7 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 18 -1/8" 25 -1/2' 36" 52 -1/8" 25 . 70.0 85.0 70.0 85.0 70.0 55.2 58.2 70.0 65.0 70.0 71.6 70.0 85.0 70.0 85.0 70.0 65.0 70.0 85.0 70.0 52.4 52.4 70.0 85.0 65.6 65.8 70.0 85.0 70.0 85.0 70.0 73.5 70.0 85.0 70.0 50.8 50.8 70.0 65.0 57.1 57.1 70.0 55.0 70.0 85.0 83.1 63.1 70.0 55.0 70.0 47.9 47.9 70.0 85.0 50.0 50.0 70.0 85.0 70.0 85.0 15 -1/6' 23 -1/2' 36" 52 -1/8" 37 -3/8" 70.0 85.0 70.0 85.0 70.0 - - - - 50.0 50.0 70.0 85.0 70.0 83.0 70.0 71.4 70.0 85.0 70.0 - - - - 50.0 50.0 70.0 80,0 70.0 85.0 64.3 64.3 70.0 85.0 68.7 88.7 70.0 133.0 24" 30" 36" 42" 48" 54' 60" 50" 82.5 62.5 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 48.3 46.3 70.0 55.0 61.6 47.7 47.7 70.0 85.0 86.0 68.0 70.0 85.0 70.0 85.0 18 - 1/8" 25 36" 52 -1/8' 49 -5 /8' 70.0 81.0 70.0 85.0 70.0 40.0 40.0 86.7 79.9 58.6 58.6 70.0 85.0 70.0 85.0 83.3 63.3 70.0 85.0 70.0 - - - - 54.1 64,1 70.0 84,4 70.0 85.0 50.5 50.5 70.0 85.0 64.4 64.4 70.0 135.0 0 m • F4 ■EE F (3 - - - - 50.0 50.0 70,0 80.0 70.0 85.0 - - - - 48.4 - - - - 44.4 44.4 62.2 75.6 62.2 75.8 18 - 1/8' 25 -1/2' 38" 52 -1/6" 82 " 70.0 77.5 70.0 85.0 70.0 - - - - 40.0 40.0 56.0 88.0 58.0 55.0 59.2 59.2 70.0 85.0 70.0 77.6 70.0 135.0 24" 30" 36' 42" 48' 54" 80" 72" 60.0 60.0 70.0 85,0 70.0 82.5 70.0 85.0 70.0 85.0 35.3 38.3 85.8 '. 76.6 57,5 , 40.5 40.5 70.0 81.0 66.0 66.0 70.0 85.0 70.0 85.0 - - - - 46.0 48.0 64.5 76.5 - - - - 55.0 55.0 70.0 85.0 70.0 85.0 18 -1/8' 25 -1/2" 36' 52 - 1/8' 71 , 70.0 75.9 70.0 85.0 70.0 85.0 70.0 85.0 - - - - 49.8 49.8 70.0 77.4 70.0 85.0 56.4 56.4 70.0 85.0 70.0 77.6 70.0 65.0 - - - - 46.2 46.2 70.0 72.0 70.0 85.0 - - - - 55.0 55.0 70.0 85.0 - - - - 43.8 43.5 62.2 68.3 62.2 75.6 - - - - 44.8 44.8 64.5 78.3 - - - - 40.0 40.0 56,0 65.8 56.0 68.0 18 -1/8" 25 36' 52 -1/8' - r • • 70.0 75.0 70.0 85.0 70.0 85.0 70.0 85,0 24" 30" 36" 42" 48" 54" 60" 84' 58.3 56.3 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 54.7 54.7 70.0 85.0 70.0 77.6 70.0 65.0 - - - - 66.0 85.0 70.0 85.0 70.0 85.0 - - - - 55.0 55.0 70.0 85.0 - - - - 55.0 55.0 70.0 81.5 70.0 85.0 - - - 42.8 42.8 64.5 72.9 - - - - 47.1 47.1 70.0 73.1 70.0 85.0 BUCK DIMS j� - _ O 5 n O p Q - - - - 43.1 43.1 87.2 67.2 70.0 85.0 - - - - 38.7 36.7 62.2 62.9 82.2 75.6 f • i a 6 §, 2 ei4 4 0 - - - - 33.0 33.0 42.0 51.0 42.0 51.0 1 24" 30" 38' 42• 48" 54" 96" 57.0 57.0 70.0 85,0 70.0 82.5 70.0 85.0 70.0 85.0 - - - - 86.0 66.0 70.0 85.0 70.0 83.0 '-' - - - - 55.0 55.0 70.0 78.8 70.0 85.0 W - - - - 45.1 431 70.0 70.2 70.0 65.0 FLANGE FRAME WINDOW - - -. - 37.2 37.2 84.0 04.0 70.0 74.4 - . - - - 33.0 33.0 46.7 58.7 48.7 56.7 BUCK DIMS 24" 30" 36' 42' 48' 108' - - - - 70.0 81.2 70.0 85.0 70.0 85.0 - - - - 86.0 86.0 70.0 85.0 70.0 85.0 L J �� '% I - - - - 55.0 55.0 70.0 76.8 70.0 85.0 - - - - 41.6 41.8 68.1 88.1 70.0 83.2 ; i , /// n 3 • / • • t • ' �°' • • 1 • - - - - 33.2 332 52.5 01.7 52.5 63.5 24" 30" 36' 42" 1 �. - - - - 70.0 90.2 70.0 85.0 70.0 85.0 • • • • • c o - - - - 58.0 66.0 70.0 85.0 70.0 85.0 • • _ 'WINDROW • • - - - - 55.0 55.0 70.0 75.3 70.0 85.0 FIN FRAME • • � ` a ! I 5 . • r - - - - 39.5 39.5 80.0 66.5 60.0 72.9 .NCIE• • • WIDT1 AND LEWIN MANSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE • ,• . � ry •' . 5i i 7 y - 1 .---. 3 a • t r • i r •■ r r • 24" 30' 36' - - - - 70.0 79.4 70.0 85.0 70.0 85.0 Approved va emptying M1L Ow Flo • 8 0.10 .,•'# d NOAH !1•!VY7F�71<�l Ear' s M PE •16557 CAN. APR 2 1 2004 • • • • • • • • • • • • • • • 132" - - - - 65.2 65.2 70.0 85.0 70.0 85.0 - - - - 53.2 5.3.2 70.0 74.1 70.0 85.0 24' 30' ._ 38" - - - - 67.6 87.6 70.0 85.0 70.0 85.0 144' - - - - 84.5 84.5 70.0 85.0 70.0 85.0 Kam! Dada �` net rp/ � • • • • - - _ - - 504 50.8 70.0 73.1 70.0 85.0 • • • • • • • • • yawing �o•v � W03 -112 • • "�'a'�� M • • • • • •• 41 *teat 3 otIV) • • • • • •• • •••• •••• • • • • • • • • • • •• • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL CR ALUM. 1 /8' MM. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 —TS MIN. TYPICAL ANCHORS SEE DIVS. FOR SPACING SEE ELE FOR S AC NO WOOD BUCK g TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A' . /18 TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -I/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' J14' TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE OR 'B' 412 TFKS OR SFIF DRII INC SCRFW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4" MAX. SHIM SPACE) TYPE OR 'B' A19 SINS !)R SELF DRIV SC.RFW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PR 2 2004 Approved as rR pl MIA w• Florida Ba •• Date /. 1 d NORM AI erokYA f +l Mlami Dodo set Dirty TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • •••• • • ••• ••• • • 1 FLANGE 5F4Poll *WIND 61 • •••• • • • •••• (d 5 Z 0 S 3 a 9c 3 Q M7 ! � �s L LEON= • • • •• •• • ••• • ••• • • •• • • • • • • drawing 11o� • • • • W03 -112 • • • • • • • • Eeheet 4 ol•EP)• • • • • v • • •••• • • • • • •• • •••• • • • • • ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY NUNR O J 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING I ! TYPICAL ANCNaRs SCE ELEV. FOR SPACING a 3 TYPICAL. ANCHORS' SEE ELEV. FOR SPACING TYPE 'A' OR 'B' #10 SMS INTO WOOD STRUCTURES 1 -1/4" MIN. PENETRATION INTO WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /e' MAX. CAP 412 SMS Oa_ SFI F DRIV LNG SCPWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) \\11 4 n�tt C BUCK WIDTH EXTERIOR D.L OPC. DADE APPR.D MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. APR t120 Aypral tl Coe lying with lb. Florid Dees NOM •B.erAe ZIg Weisel Daft P . *et I YIN FR?RIZE 'WINDOW • t5gr: bee. HU MAYOUN FWOOQ SINUCIVRS •••• 1L1. . PE 13a3S7 • • CAN. 3736 •••• • • •• •• • • • • • • • • • • •• • IN. • • •••• • •• • • • • • • • • •••• •• • • • drawing no. W03-1 12 Sheet 5 0l•ff • • • • • • •• • •• • •• ••• • • • • • • 1.938 L063 563 FLANGE FRAME KCO -2057 —1.321 .803 2.691 .078i 2.691 FIN FRAME KCO -2058 .440 .062 GLAZING STOP C- 306229 1.438 1.437 8611 IA 2 PART II KCO-2057 KCO -2036 C- 306229 QUANTITY 4 4 1/ CORNER AS REOD. DESCRIPTION 1MNDOW FRAME MiNDOW FRAME CLAZ910 BEAD FRAME ASSEMBLY SCREWS CIAZINO BEAD SCREWS MATERIAL 6063 –TS 6063 –TS 6003 -15 MANP. /SUPPLDTR/REMARKS 10 K'1' SMS /8 K 1 -1/2' SUS FRAME CORNERS SEALED WITH NARROW JOINT SEAM SEALER. FRAMF CARNFR CONSTRUCTION Amt.ed w 01 pyla6w IW PMr1dA tl DOA PIOA# r 1416 - Ro' D Sv ( eG BP ' EAol ON KUMAYOUN 011000 PfRUCTURES 11.A. P[ I 16667 CLAN. 3536 APR 2 1 2004 s •• • • • ••• • • • •• • • • • • • • • • • •••• • • • •••• •••• • •• • • • • •• •• • • • • • • • • • • J N •••• • • • • • • - ••• 61 of 1 a u • •• • •• ••• • ••• • •• • • • Ml•••• drawing no. • W03 -112 •• • • •••• • • • • • SCOPE: M I A M FDq[M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 1,,)s- -off : c 2� � • • • ••• • . • • • •. • • MIA141-11A E • • RoORJDA • • METRe-BADETLAGLE11 BU[LDING 140 WEST FLAGLER STREET, SUITE 1603 MIN,, 4010DA 33l I,56j • • (305) 375 -2901 M( 315;2900: • 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 Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County nd 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 AH1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance Proposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the revoke, modify, expense of such testing and the AHJ may immediately y, or suspend the use of such product or material withia their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coup - uir tY d oatrol Division that this product or material fails to meet the requirements ements 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 "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window of 8, prepared by Al F (Impact) " sheets 1 through 8 o s heets by through 8 un F p arooq rp on, dated 5x22/03; with revision date 09 /03/'03, signed and Notice of A ate .E.' bearing the Miami-Dade County Product Control Approval stamp with the Acceptance number and approval 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 manuf acture following statement: "Miami -Dade County Product Control l s s n oth or logo, city, wai and RENEWAL of this NOA shall be considered after. a renewal applic�o has been � there has been no change in the applicable building code negatively affecting the g 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 with any section of this NOA shall be cause for terminate this NOA. Failure to comply termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, the expiration date may be displayed in advertising literature. If any ty' Florida, and followed by be done in its entirety, Y portion of the NOA is displayed, then it shall 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 • • • ••• • • • • •• • • •• • •• • • • • ••• Kinco, LTD. • • .. . •.• • . .' ... • • •. • . . . • • • • • • • • • • • • . • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. • . • . •• ... .• • • • • • • • A. DRAWINGS • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 522/03, signed and sealed by Humayoun Farooq, P.E. . TESTS' 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry . Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5t03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OT1iER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 //05d( :� „ , • • ... • • .. .. • • • .• .. • • • • • • • • • • • ... • • • • • • • •.. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0609.03 Expiration Date: October 09, 2008 Approval Date: October 09 2003 At /S K • o • (ItaA) ro To 1 I .. i I I I I . I II ._ =3Tn 7FS t=: I I . = = #F = == t': i - 1 I I I 0 i I i I II I�� II =;1 :=1:4 ,�r 14:=4s '11 T II 4 ./ It . == #F =_ __ I �i i i I I I I =1===dtpir s /tn SEMI` '1Y vENT w101)4 33 11/10' o.LO. (Aar) 33 11 /ter 0.4.0. (fix. UTO HEAD /Stll CORNERS MRRiI1•a i h . AN • AM 74• DUCK DIM. 30 3/0' HEAD SILL CORNERS FTN FRAME TYPICAL E1 rvATION TESTED UNITS 1/0' ANN. GLASS FN.St NUNTINS OPTS/ML IMRMAYER SEC NOTE etLOW 1 /0' MN. MUSS ONE PART SILICONE 'PECORA or OR TWO PART SILICONE CT Ile � iroptem a' ■ 3/0 OVERALL INN. 3/4' OVERALL TM. G}.ASS TYPE 'A' 1/0' HELT WREN. 0031 5OTTLAY R Stt NOTE !MOW we MEAT STR[N. CLASS ONE PMT SIUCONE 'PEOORA 015' OR TWO MR WOK Lf I ' Y'EOORA or ■� JfP$Tf ALUM HOAT7ONTAL SLIDING TITNDO'T DEMON LOAD RATINOS FOR THESE WINDOM'S TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WTTN LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REOUIRE SHUTTERS. 3/0' OVERALL THK. 3/4' OYIERALL INK. GLASS TYPE 'H' TO PRO0uXT It OETICNEO 10 COMPLY WITH INC N10N YE OCRY NURRCANE ZONE Of TNC 2001 4144110A OUR0IN0 COOt. �. ALSO FOR WINO LOADS 43 PER ASCE 7 —ee. ASCE 7 -43. ASCE 7-45 OR 1,4% CA. NJ4AT0VR .r' S"' ASCE 7 -45 AS RCOUIREO BY PROYMJNO evM1OIHO COOL ilRUClv11n r VA' even eve eY-OT11ER3. Num' of ANCHORED PROPERLY 10 TMNS?ER awN, e LOADS TO THE ST1UC URL 200 ANCHORS SHALL 00 AS unto. SPACED AS SHOWN ON DETAIL!. ANCHOR EIAOEOMENT TO RASE MATERIAL SHALL SE OEYONO WALL ORESSINO 011 STUCCO. ANCHOR1NO OR 1.OACNO 00NO1T10NS NOT SMOWN IN THESE DRAWS ARE 440T PART Of TINS APPROVAL I/O' ANN./T13+4P. MUSS 1/4' NR SPACE 1/0' ANN. MASS NTCRUYCR SEC NOTE MOW 1/0' ANN. CLASS ONE PART SILICONE 'PECORA 003' OR TWO PAM' SNCONE D 41' 7EC0RA Iles' T1 1/0' NNE/TES?. CLASS 1/4' NR SPACE HEAT SIREN. CLASS RrtERLAYER SEE NOTE BELOW 1 /S' HEAT SIREN. GLASS ONE PMT SILICONE 'PECOM MI5' OR TWO PART SILICONE morifo *MORA Des' AV_IyApr IMTFRLAYERe' .100' SOMA HP .090' SOtATLA SAFLEX PYB .090' DUPONT BUTACITE PV8 • • • •MM• • • •• •- . • • • • • • • • •• • • •• •••• • • • ••• •••• • •• • • • .yet • •••• • • • of O •••• • •• •••• • •• • •••• • ••• • • ••• • • RINDOR∎DtYS. A 06.053 MS 'A' 06681 E '6' 1 L 3114 1/4' TAPC0N3 /1t SIO 1/4' 7APCONS 140111 DOOM CM(*) IM.( -) LXT.(4) 10.( -) 04T.(4) INT.( -) 0(t.(4) OR.( -) 26 -1/2' 37' 63 -1/8' 75' 26' (3) 3 00.0 70.0 00.0 70.0 00,0 00.0 600 00.0 3 00.0 70.0 00.0 70.0 00.0 60.0 60.0 00.0 0 00.0 70.0 00.0 70.0 00.0 00.0 00.0 00.0 6 00.0 70.0 00.0 70.0 00.0 80,0 00.0 00.0 26 -1/2' 37 03 -1/5' 73' 33-3/5' ' (3) 3 60.0 70.0 60.0 70.0 00.0 60.0 60.0 _ 00.0 3 60.0 70.0 60.0 70.0 00.0 600 00.0 80.0 0 000 70.0 60.0 70.0 00.0 00.0 60.0 00.0 • 60.0 07.9 60.0 67.0 00.0 00.0 60.0 00.0 26 -1/2' 37' 63 -1/8' 75' 60 -5 /0' ' (4) 3 00.0 70.0 00.0 70.0 00.0 00.0 60.0 00.0 .. 3 00.0 70.0 00.0 70.0 00.0. 70.0 00.0 00.0 5 00.0 00.6 00.0 00.9 00.0 00.0 00.0 00.0 4 00.0 60.0 00.9 60.9 00.0 75.5 • 60.0 80.0 26 -1/2' 37' 63 -1/5' 75' e3' (6) 3 .60,0 70.0 00.0 70.0 00.0 00.0 60.0 00.0 3 400 61.5 00.0 08.0 00.0 41.6 40.0 60.0 6 60.3 60.3 00.3 4 60.3 00.0 71.4 60.0 00.0 6 40.0 '40.0 40.0 40.0 00,0 00.7 00.0 00.0 23' 37' 49' 01' 73' 3 40.0 70,0. 00.0 70.0 00.0 00.0 • 00.0 00.0 3 00.0 70.0 00.0 70.0 80.0 60.0 00.0 00.0 . �� 4 000 70.0 00.0 70.0 00,0 00,0 00.0 00.0 3 00.0 70.0 40.0 70.0 00.0 60.0 00.0 60.0 4 00.0 70.0 60.0 70.0 80.0 _ 00.0 60.0 00.0 FLANGE FRAME WINDOM'S 5611074 LOAD CAPACITY - P0? (1/0 OR OX SIU!) 25' 37' 49' 01' 73' 26' 37' 48' 01 73' 25' 37' 49' 01' 73' 37 ( 49 ( 01 (6) 3 4 6 0 3 3 4 a 3 3 4 5 60.0 60.0 00.0 00.0 00.0 00.0 60.0 60.0 60.0 54.0 00.0 00.0 56.8 47.0 420 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 04.5 D4.0 70.0 03.5 56.0 47.0 42.5 80.0 00.0 00.0 00.0 00.0 60.0 00.0 000 00.0 54.0 00.0 00.0 65.0 47.0 42.6 , 70.0 70.0 70.0 70,0 70.0 70.0 .70.0 70.0 64.6 04,0 70.0 09.3 55.6 47.6 42,0 80,0 60.0 00,0 40.0 00.0 00.0 60.0 00.0 00.0 00.0 00.0 60.0 60.0 00.0 _ 00.0 80.0 00.0 00.0 00.0 00.0 80.0 70.1 79.6 00,0 00.0 00.0 03.5 e4.o 642 04.4 60.0 00.0 00.0 00.0 00.0 00.0 e0.° 00.0 00.0 00.0 00.0 60.0 60.0 00.0 00.0 80.0 00.0 00.0 00.0 000 80.0 00.0 00.0 46.0 00.0 00.0 00.0 60.0 50.0 50.0 A - N0. OF ANCHORS PER HEAD Q JILL . () - N0. OF NICNORS PER .W05 T C 7t/vi0 DIMS SEE SHEET 1 FOR GLASS DESCRIPTION 25 -1/2 36' 02 -1/0' 74' 25 -1/2' 36' 62 -1 /r 74' 24' 30' 46' 00' 72' 24' 35' 48' 0' 72' DESIGN LOAD CAPACftl. P37 (700 OR OX 617.13) DVCX DIMS. 1110711 20 -1/2' 36' 52 -1/0' 74' 20 -1/2' 30' 52 -1/0' 74' ML10MT (3) 37 -3/5' (3) 40 -5/8' ( 4 ) e2 CO 6 60.4 24' (3) 3e• (3) 25' FIN FRAME 1TINDOWS 3 60.0 4 00.0 6 00.0 0 3 3 4 6 0 3 3 4 5 6 3 3 0 6 3 3 3 3 6 3 A 1XT.(4) 3 00.0 06400 TYPE 'A' 04053 MS '0' 10 Se! /t0 3113 00.0 00,0 00.0 00.0 40.0 00.0 00.0 00.0 00.0 60.0 50.9 00,0 00.0 6 40.0 3 00.0 3 00.0 4 00.0 6 00.0 00.0 3 00.0 00.0 (47.(4) INT.( -) 70.0 60.0 80.0 70.0 00.0 40.0 70.0 07.9 70.0 70.0 070 00.9 70.0 07.5 50.4 40.0 70.0 • 000 00.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 00.0 00.0 60.0 00.0 00.0 60.0 60.0 60.0 60. 00. 00.0 00.0 00.0 00.0 00.0 00.0 60.0 00.0 00.0 60.0 40.0 00.0 00.0 00,0 60 60.0 60.0 00.0 00.0 60.0 800 00.0 60.0 00.0 00.0 00.0 00.0 60.0 00.0 60.0 00.0 60.0 00.0 60.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 0 5 1 MET/t. STRUCTURO (STSQ. OR ALUM. 1/0 MIN. TMCK) rat I ry - 3I It MM. AWAMIM t 0003 -T3 MIN. RQ CZV� EP�O w0 IMO( W000 BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED. BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILOIHO STRUCTURE. TYPICAL, ANCHORS; sec ETD/. FOR SPACINO /1.2.10 INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -1/2 MIN. PENETRATION INTO WOOD 1/4" TAPf!OHS INTO 213Y WOOD BUCKS OR WOOD STRUCTURE 1-1/2'M PENETRATION INTO W000 THRU IBY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC..011 MASONRY TF'KS no Ef1F nRI11tND. SCREW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1 /4',MAK. SHIM SPACE) 110-3111.122-SELLIZELMILEWn INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) 1TEEPHOI.ES; 1' X 1/4' WEEP HOLE WRH PLASTIC BAFFLE AT B' FROM EACH END. Gin DR haAYNN WON STRUCTUACt F1A Pt 114SST CAN. nu • • • •• • • • ••• ••• • • • • •• CFIANGE FItg 'WINDCIW 1 • • 1 g n_ d • • Ell • • • • 11111 • •• 11 • • • • • ••• • Aawi no. • •• ' w o3 -3 f • •• • ••' "� 8 1 4 8 •• • • •• • ••• • •• • •• ••• • • ••• • •• • 10? OR Orr wooO• BMX TYPICAL MOORS SEC CLCV. EXTERIOR ](O LAYOt?t OX OPPOSITE 1/4' SMM Timm. ANCHORS 11�X SEE ELEV. PDX SPOOK I FLANGE Fit WrINDOr • Rita Sao? •• •• • 4 eh k ° 1 1 • • • 1 �i i • • • • ∎)'' • dbwinq no. • • • "1NO3 -33 • .. • •. °nr t4of is Yf RLUSTRATNt ofLt. OKY MT. OR INT. nNISNC3 NOT OY MN / �II -� d P- m .... [ g MICAl. ANCHORS MC LILY. MR SPACING 1 TYPTCAL ANCHORS; stt atY, FOR man lin 4MS INTO WOOD STRUCTURES 1 -1/4' MN. PENETRATION INTO WOOD .lO !MS eR SFLF OPI I rN - SCSIMS INTO DAOE COUNTY APPROVED MULLIONS (NO SHIM SPACE) !EEPHOLES; WI 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT S' FROM EACH END. W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY CL'ZINC SYSTEM AND TRANSFER THEM TO THE EVILOINO STRUCTURE. in11n OR l Uk )FT ' . STRUCTURSS RA Pt # MS? CAN. _1711 • • • • • •• • • • • •• •• • • FIN FRAIsiS •• •• •• • • • • • • • • • • • • • • • • •• • • • ••• • •• •••• • • • ••. • • ••• • • ••• •••• • •••• • •••• • TYPIC* I NdgRS S[C CLCVI FOR SMCINO 3/r MIN. 1/2' EXTERIOR 'MOON MTh 1/4' MM. 10 OM VENT TROTH MDt COUNTY ARRII MOWN SEE SOMME NM XO TAYOUT ox OPPOSITE MICAS. ANCHORS SCE Q.S.V. PM SPAM° MOOD STAVCTVRt NOT K RINCO MUST SUSTM/ LOADS 1MPOStD Sr O. 1Rl0 ram ANb TRANSFYR TNCM TO THE •UILOINO STRUCTURE TYPICAL ANCHORS SEE OXV. FOR SPACING ILLUSTRATIVE o1LS. ONLY CR. OR TNT. Fl MSNts "r te Nor err RaNCo Enln M. N F.4700:1 intvCIVACI M Pt 4 1•507 CAN. 1434 •• • • • •• • • • •• • • • • FLV FRAME. 1NDOIY •• • • • M •• •• • • • • • • •I • • • • • •• • • • •• 4 9 x Y �f Y 1 i , drafting no. • 4903 -33 • � • I • • iniej 8 or 13 • •••• • • • •••• • •••• • ••• • • ••• •••• • •• •••• • • • ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • 269 Wei REM 0 ,, PART 1 41.1/4711171 Dr9CRIP'ROlt 11.4717341. KANP. /SUPPIJER /MYAR1C2 C..) 1.311. 1 2.000 ett j L01 1 �,1 ASt 4375 TYP. 1 KCO -2043 1 IRAN[ MUD - FIANCE 6007 -T6 - LISS 1 �,, �{ , 0 2597 tITR. A2 1A KCO -2137 1 FRAME MUM - FIN 0007 -70 A I 06 2 1 • .913 2 NCO -271 1 FRAM 51U. - FLANGE 0007_70 - 14 �°d 8 2A KCO -272 1 FRAME SM1L - fIN 0093-70 - o n .-s2 Pi p, p� as 0' • s 8 go a ' 2 A .12O..� � VENT TOP/BOTTOM RAIL 3 1100-273 1 tM1l T1tA0K 0067 -tt 4 KCO -1042 1 /1RM1 JAMB - MT - 140107 0067 -T6 - 4A KC0 - 2002 1 n1A IE JAM6 - KM - nK 0063 -76 - el3 1 I ! .515 a K00-241 1 FRAM JAMB - FD([D -WINO[ e007 -76 - F- IJtei.4.�1.743 FRAME. MEAD (FWn0E) • 84 1100-2051 1 FRAM[ JAMB - FOt[0 - 2701 0007 -TO 1.129 FRAME MEAD 1.867 (FIN) .917 1275 0 KC0 -204 1/VENT FIXED M10. Rm. 6063 -76 - 7 K00 -2047 2/vCNr KNT TOP 4 NTT. RM. 9063 -78 - 4 1(00 -2045 1/YENT VENT INTERLOCK 6043 -TO - , A TP• 1.501 Al 9 X00 -2040 1/VENT ANT JAM. STRX 6003 -76 - Al 6.563 S6S 1.1ls 1 ' � � _ 1 Ale ' .749 ' A„ t. Ol .897 .913 0A62 ( 470 1``u1 n ' .741 470 1 t2.301 1 A ,.e 10 RP -000 4/ UTE 0141.010 9UD 7/6' RICO PYC VENT 104 RP -001 4/ UTE 01421010 0940 3/0' .. 81010 P.10 - 11 L -041 2/ VEN1 SNP 147014. 2 -5 /r 1AN0 MYION AT 6' 4 49' FROM 0017014 S,- 12 1/IATCM LEAP SPRING STEEL - 4 T ..�.4 N n yt $ Cg Q Z � 1 . r F 7 01 N 3{ .r1 J ee 2250 13 VTF -200. 43 8900. CLA S SPACER POL4PRO /EP0M DUAL OVROMETER tt r l � 14 - - - - 15 0 C231511(0 M 8900., /114 SGL WUTNEtSTIP _ LILTRAFAa .107 X .150 OR COW. 1379 1.927 16 W13171110 A3 RE00. FI N SEA( WUTNCRSTIP - ULTRAFAO .157 X .170 OR EOVM. ''' OS 17 U --777 A: RE00• • MU/ 1d WEATN[RSTRIPPIMO 01001.190 x .300 10 A) R EDO. ASST SCR[M - /0 x 1' PM SMS L437 -+R JAMB STILE 19 - 2/VE? FDttD RM. SCREW -SO. 14 tt r PM s,„ PRA/AC SILL 01.410E) 1.3111 20 = 2691 MAME SILL ( FIN) 21 - 2/PANEL ROLLE MOVSIN 4 DUI 021214 AT [ACM 9010 oP KNT t.611 .377 L -I .975 FRAME 1.668 A62 TTP. __. ._. . . r r 1.370 22 - 4 /PANEL ROLLER ORA53 - 2.619 0.270 23 - 4 /PANEL ROLLER SWIFT ST. STEEL .375 462 TTP. .04 24 - 2f911400M 94471.! NTION AT 4' FROM EACH PO • 25 - 2/9AF1U s =WAS - 1(6 x 1/2 SMS 1.321 I 1.170 [ aos r Lai _sums _ 5 J L379 9i J IJA ( 41.4010 u3i MEETING M. • •0111 A • I Lno--1 Ate FRAME JAMB (4701) y .2001 r- 97.1140 b.* � • • t1.* FR[ •i• .y.w.1 m.e�•f • • • • • . - I - fit • • • • 2.210 .062 TTP L1 ee 11 { • ,�i I 1 . 1733 1.363 Jeo r tp6 .375 PA% 46 .. . . !F • .••• • • • ••4 • •••• • .100 �- 1.73 1 J 1345 5 SfO� L 1.043 T P. tA I + x Ian l.. I I 1 -.I {-� 153 MASS SPACER salt 1;t • j 7 •� k • / • • • X 1 • L437 .013 FIRED 1.170. RAIL r An �R Pk NuuATOuN rw000 mtvcTUKrs rt It• 1460,. oAN, Q 4 2003 • • • 6 • • • • • • • • • • • • 1 • ' • • • • • • • • _ • •• t.475 A6t TYP. A Inc I J00 AKt drawing no. • . •Y103 -33 • S .M� • FIXED FRAM9 FIXED 44. 9•-- 127 -1 1.4145 L_ 4- (FLANGE) x3 T a � �„ SILL TRACK O LA2iN0 MEAD 0 1A21140 MEA 7/8' OCAS! 3/0 CLASS FIXED Au FRAME 150o JAMB (8104) ••• • • • ••• • ••• • •• • •• ••• • • • ••• • ••• • XCIL-IneaLlICILOMItar3 ,f1x1rn Mr(Lt►e e•aetNO B►Nt_r rR ►Mr TT1P 112E R A ►NGr r161d - H R m t`tlRNER • �r 'WOO r • •v710:1r wv it ffN rRAMUCIP re1BNrR ni_j8a(!BaTQM CORNd L•n GA M Zf WCTat2 lMOOq '111 9 1057 1 ]• 0 4 2009 • •• • • • • • i • • • •• • • • • • • • •• • • • •• •••• • • • ••• •• • • • •• • • • • •• •• • • • • • • •• • •• • •• ••• • • ••• • • • • ••• • ••• •••• • • • •••• • •••• • • MIAMhDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41 St Miami, FL 33166 SCOPE: • .. • •. • • GJ5 - 049 -17,0 •. • • • • ..•. • • • ... • • ..•• • • •. •. • ••.. MIAMI-DADE COUNTY, FLORIDA • METRO -1 4DEFL4GLE$'EJJILf TNG 141 V!E3? FLAGI3 R STREET ;ST ITIE 1603 • • • • MMI,4QRIDA3113b.1 . 563 • (3 375 -2901 FAX (305) 375 -2908 • • .• • • • • • ••• • 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: Aluminum Tube Mullions — Impact Resistant APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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. 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 revises NOA # 02-0212.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Page 1 Gopi Glass Sales & Services Corp. • • .... • • • • •• • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • •.• • • • • •.. • • •. .•. . • .. .. • • • • • • • • • • • • • . • • NOTICE OF ACCEPTANCE: EVIDENCE;S 14ITT$D . • ••• ••• A. DRAWINGS • • • • • • 1. Manufacturer's die drawings and sections. • • • • • • 2. Drawing No. M95 -16, titled "Aluminum Tube MulliofiS ", §heets through Of3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by- side series 510 aluminum fixed window, prepared by Hurricane Eng & Testing Lab, Inc., Test Report No. HETI 02 - 1145B dated April 30 , 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02- 0826.03) • . C. CALCULATIONS 1. Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 12/06/95, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #99- 0331.02) 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #02- 0212.042) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manu ez, P.E. Product Con ralr xaminer NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Gopi Glass Sales & Services Corp. F. STATEMENTS • • • • • • •• . •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••. • • • • • • ••• • ••• • . • NOTICE OF ACCEPTANCE: EVIDENCE SINN" 1"1' ') • • • • • • • • • • • • • • • • •• • • 1. •••••••� • •. Le tter from Gopi Glass Sales & Services Corp. engineef , da &ad 23,,; requesting a revision to their current approval and the items to berevtsed Ali8 • • supporting evidence, signed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0212.04, issued to Gopi Glass Sales & Services Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on 03/28/07. E -2 • •• • • • Manual Product Control NOA No 03- "' .04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 • •• • • • . • • STEP 1 STEP 2 STFP 3 STEP 4 STEE 3 .512 _0 2.000 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS 014 SHEET 2 SELECT MUWON 512E WIM DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE TYPICAL GLAZING PRODUCT 4.000— 1.00 MULLION CI IP (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. .125— Engel •512. HUMAYOU !TRUCTUR FLA. PC/ 16 1.690 3.750 L0301 MULLION CLIP (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG W INTO TUBE MUONS. ANGLE CLIP (6053 -75) 2.500 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. NOTES; •••• 0 zo O° • I R 3 90 ? O 1. THIS PRODUCT IS DESIGNED TO COMPLY 1W114 • THE 15101 VELocr • HURRICANE ZONE OF THE 2001 FLORIOR BUILDING CODE • • • • 2. AU. GLAZING PRODUCTS USED WITH 'RIESE OUL. S MUST • • • • MEET THE APPUCABLE DADE COUNTY R REM • • • I.E. WIND LOAD. AIR 6: WATER INFLLTRAT10� � ED ENTRY • • RESISTANCE. SAFEGUARDS ETC. • 3. ANCHOR EMBEDMENT TO BASE MATERVI BEYOND • WALL COVERING (STUCCO. T1LE ETC.) 4. ANY CONORIONS NOT COVERED IN THIS il•BYFUAL SUBJECTS • C TO SEPARATE ENGINEERING REVIEW. • • 5. ALL MULUONS TO BE ALLOY 6063 -75. • • • • • 6. A 335 INCREASE IN ALLOWABLE STRESS S 4 F I jf4 DESIGN • • OF ANCHORS. • • • • FAgooQ PRODUCT REVISED • • 567 • with tfw Melds ti Aaephol� i, I'• • • • ' . -�'• a • drawing •no rural ...: f,o.t+ct c •(• . ■ 95 -16 • • (sheet 1 of 3 • •• • •• • • • • •• • m 20 ANCHORS TYPE AB. OR C MULLION LOAD CHART mmummil mmumem 20 CO 40 50 60 70 TRIBUTARY HIOTH - `NCI 8 MULLION LOAD CHART mommmmummEgam MWMUMUMMLImmilmm MIUMMIKIMMEMMEM AVIEMMEMMEMEMME MEMMUMMEMMUMM EMNIIMMLIMMMEMM MMIPMEMEMMEMEM ■„■'M►\E■.■M., MEMOMMUMOMMEM UMMUUMMEMOMUM .1■„■„M■'■■,■■ MEMMEMEMMEMME MUMMIONEMEMORM WEEMMEMEMMEMM -■„■'■■,.■„■ MMEMEMEMOMMME \\ElR EMEREM,\■M MMMERUMEMEMOM MIMORNMEMEMEM MMEMEMMEUMMM' 4B 50 CO TRIBUTARY WIDTH - INCHES C CLADNO PRODUCT GLAZNO PRODUCT GLAZING PRODUCT 60 70 HORIZONTAL MUWON `ANCHORS A.N. OR C 8B r r MUWON SPAN I TYPICAL MULLION ARRANGEMENTS MULLION LOAD CHART RIME= ■'■■■■■P MOIMMEWIMMINUI MMMEMMMESMMEM Immunimmanumm ■■uum mma■■■., MMOMMEMEMMEMM MMUMWEWINOMMEM MINIMMOMOMINIME KIMEMEMADMMER MMEMMUMMEMMEM MEMMAEMMEMERM MMEMEM\\M\\M, MEMOMMMEMEMON MENMEMINIMMEMM 88 20 CO 40 50 60 70 TRIBUTARY WIOTH - INCHES MULLION LOAD CHART :i 2•,6•.1/8• ALUM. TUBE 88 ao anTT . Eftimmimmwmumm IIMMIMMEMEMUMME MMLIMMEMEMEMME ►.,.. MEMFEMME. UMMUMMEMEMEMM ■1■.,,■„■■,■■,■ MUMEMMUMWORMW MMIMEMMEMENUMM WEILIMMIIMMINUM .I■...■..■..■■.. MMUMMENMMEMEN MLIMMEMEMEMMEM ■'.,■,■"■"■ MmeMM\M\U\\EM, MEMMEMMICEMOUM MEMMEMZUMEMME ■E■E\,E„IR„■ Q IIMMEMMEUMEMMIS 20 30 40 6O 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A. OR C a m J r, n 111 UMELIEMMOMMIIMM iik ►1111111111111 N mUmmaimmummw \\\\\iii MMEM■MEOM OSUMMEOMMEMEM ORMEMEMOMMINIM NIAMMNIIMEMEMINI MOMMMEMMEMEM n lI, \ NMAI„M' \, m m nimmin UMMEMKUMMEINI 211111111111 MUMMENNIMMEME ",■■.■,M„mm mommummummom MMUMEMMEMEME ■'\■.■,pia■,■" MEMMEMEMENEW UMINUOMMOMMOM INIMMEMZEMMEM EMMEMEMEMMOR MEMEMMEMEMME- MEMMIIMMEOMME II\M\M■\,M\E. OMMAIREMESMO 20 30 40 60 60 70 00 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 20 30 ♦0 TRIBUTARY MULLION LOAO CHART 50 60 WIDTH - 1•x4'.1/8' ALUM. TUBE MD (Kl WW ANCHORS TYPE A 70 BB INCHES a o m J 3m rt T M O ▪ q 4 ig tl H m n MULLION LOAD CHART 2'xTx1 /8 - ALUM. 7tl ■■1■"■.■ IO tTm �tl MIUMMEMMIMME iiIiiiiuiII MMEMMEMIORIMM IIMMEMMEMERM MEMUMMEMMEM MEMMII\UE\\■ \h. mumimmanom 111111111111. MAM\■MEMO■ MMEMEMMEMME MIUMMEMOMMII REMMMOOMMEME 8 20 CO 48 50 68 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ` 11►► 11,,,,"1.,amm 1\11\ \,F:WM WMETIMMOM MAIMMEMMUR M\\MPROHM\\_ ■x\1 crass \\ N CNORG TYPE g ROf•1 AF 20 32 40 60 60 70 80 TRIBUTARY WIDTH - INCHES a m m MUL LION L OAD CHART 2'.4'.1 /S' A LUM. TUBE ► , y ft limmmilMmimmrAm mummommimmom Maimmilmmummaz ....,...M.,,.. M IIIMM.■■,M■,E IMMEMMEMMESM MOMOMEMEMMUM IIIMMEMEMMESNE UMMEMMEMMERM MIIIMEMMUMOMME WOMMEWOMMEMN UMMKOMMEMEMM OMMEMEMEMMEM INIMUMMUMEMEM MOMEUMWOMMEM WOMEMMERNIOM ANCHORS 30 40 60 60 70 00 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART UMMIPMENSIMME INMEMMEMEMM IMMMEMOMMEM limummammumm MWME■.,,M'. nummummomm MUMOMMISMIM EMIROMMIXEM MMENUMNIMMX maimmaimam ....EN.... MERWPCOMMN MEMMOONMEM ■M ■ ■M \ \ISRM mmmigmloWMU MIWRIIMMOWSE EMMIMMIUPW 20 30 40 60 60 T � 7 . 0 8 6U? TRIA1M WIDTH - WY ... •••• • FOR ANCHORS OFSSCRIPTU2I _SFF SHFEI 3 CF 3. • • • • • • • • inv. 1 Y UN F 00 • • • • • • STRUCTURES • PRODUCT REVISED RA. PE / �• A Onp•loe with the Florida • • BaYlog4ode • N O YF t Ica Date {T.' ✓,4n IN • • 00 n ° U! 0 7 CD 2 2 (sheet 2 of 3 ) Y W ' t 1.500 MIN. 1=1E1 , • • &min¢ no. • M95 -16 MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1 /8' ALUM ANGLE MULLION 2 X 2 X 1/8' ALUM ANGLE 2 -5 /8' LONG PRECAST CONC. SILL MM. ANCHORS TYPE 'A' 14 S.M.S. 1 —t /2' MIN. EMBED INTO W000 1/ ANGLE # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE I k • 2 X 2 X 1/8' ALUM ANGLE / 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/B' LONG ANCHORS TYPE 'B' II 14 S.M.S. Ott. AS PER TYPE A B OR C # 144��S.M.S. 1 - 1/2 MIN. EMBED INTO WOOD ONE PIECE CI IP ALTERNATE TO ANGLES AU. CASES MUWON ANCHORS TYPF 'C' 2 X 2 X 1/8' ALUM ANGLE / 14 S.M.S. I 3/ ANGLE � I��'.muu,nnoo,\ai„olu. W I I essm' 1\,11111,1,1,111, \i1:11 \i11, I MUWON 2 X 2 X 1/8 ALUM ANGLE 3-5/13' LONG • • NOV 0 7 2003 MAX. • • • d . . ' CONCRETE OR CONC. FILLED BLOCKS • •• • • • • •• ;NOTCH WOOD BUCK TO ACCOMODATE DIP ANGLE TO MASONRY ' 1/4' 0 TAPCON 1 -1/4' MIN. EMBED Z/ ANGLE • • • • •••• • • •• • • • •• • W000 BUCIZ?745P 3Y GOPI CLASS MUST SUST91A IMPO�G4•i- •• • • • • • • • •• • PRODUCT Rev ors V V'S 4 Mtb tDe Pim1AAP • Moe Daps • • • • • (sheet 3 of 3 ) • • • •