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WS-07-1202Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/29/2008 Inspector: Grande, Claudio Owner: GITTNER, CORY Job Address: 551 102 Street NE Miami Shores Villa • e, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Contractor: HOME OWNER Phone Number 305/216 -2224 Parcel Number 1132060170980 Lot: Building Department Comments 7 WINDOWS 1 DOOR ALL IMPACT Passed ri/i/ Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 28, 2008 Page 1 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c�I►2lo� Fi PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 51 City U "` 1 l 5 ({- /2 State Tenant/Lessee Name 0 1 JUN 0 8 2007 B Y: ...... Permit No. V.INS ' ^ 12112- Master Permit No. Electrical Plumbing Mechanical Roofing 3 ' 5-- 75'7 -W a6 r Phone # v 4 Zip `'jl ,j Phone # Job Address (where the work is being done) �- s AS ®v'6• City > Miami Shores Village 7 , , County Miami -Dade 3 3(3 7 FOLIO / PARCEL # 0 >a A l 1 —bet ' 0 Is Building Historically Designated YES Contractor's Company Name Contractor's Address 0� N0_4_ Zip Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit/ ®�(1 .- U U Type of Work: DAddition DAlteration Describe Work: Square / Linear Footage Of Work: ['New ❑ Repair ❑ Demolition *** * * * * * * * * * * * * * * * * *,t * * * * * * * * * *** * ** *Fees * * * *,ti * * * *** Submittal Fee $ Permit Fee $ ` � -/ Notary $ 0'( )V - Training/Education Fee $ (� 40 Scanning $ 19.00-- Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ 4.0 Zoning $ Double Fee $ Total Fee Now Due $ % oa• to iUM ( 2 PAID See Reverse side -* 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 Al(VIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which oc seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be app ved an rei pection fee will be charged 4ffivell■ Signature 111( Owner or Agent Contractor The foregoing instrument was acknowledged before me this 8 The foregoing instrument was acknowledged before me this day of Vwi , 2O , by Gal Cr 7` ainge. day of , 20 _, by who is personally known to me or who has produced 17 eic - who is personally known to me or who has produced As identification and who did take . a i , as identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: *** *** ** * **** * *** * ** * * * *,* * *' ***,******,****************************,*********** * * * * * * * * * * * * **** **** **** * *** *** 42 (/9 Plans Examiner Engineer Zoning APPLICATION APPROVED BY: (Revised 02/08!06) VILLAGE OF MIAMI SHORES OWNER BUILDER DIS"CLosuRE STATEMEN'r NAME: C 0 ut O : DATE — • c y t � _ q 20017 ADDRESS: �, M6- (6- De hereby petition the Village of Miami Shores to act as my own contradtor pursuant to the laws of the State of Florida,. F.S 489.103(7). And I have.r;ead and understood the following disclosure statement, which entitles trie"to work as my own contractor; I further understand, that I as the owner must appear in person to coiplete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one,farriily or two-family residence. You may also build or improve a comrniercial building at a cost of $25,000.00 or' less. The building must be for yottr_pwn use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the .construction is complete, the law will presume that you built for sale or lease; which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is opt licensed must work underyour supervision and must be employed by you, which means that you trust deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial a.6. 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial a 3. :T have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial C C 4. I understand that the building official and inspectors are not there to design, after or give advice on how to meet code —. only if the structure meets the minimum.code. Initial C ' 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and thyself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial C 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. Iffor any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed Company-or person. Initial 7. I• understand that if any person gets injured on my construction project --they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial C :6' 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my.property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this ByCo4yGii1i,i Initial c day of ' J AFe- , 20 o 7 Produced there License ar Who was personally known to me or who has :. • • — .• • • • • • ••••: • • • • • • • • • ••• • • • Ai,. 6 • : ••• • _• • • •s• 4� i _... '. — •• • • i • • •" ° • • • . , it U N 0 2007 J f 4 ik, if k ti two -_ 1 age 1' sr ra ...• ,1 I ZONI. 0 A ME _ , _ . _ � `' BLDG DE ///NNEWF AI IIII. SUBJECT TO COMP I _ STATE AND COUNTY RULES AND REGULATIONS I� 4 { d • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • •• • • ''' - - • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • s • • r--• 4", r'''' • ri: ..,-. • ft- • • • 71 it (1 .04. ...,,,, . • • ..---4 ' f • • 01,-,, l' •, • . .,-- • -t• ' • • AD' ,-.. - • - /0 , ..7 1" .., 0. • ---' ,''. ..._„,.. . • • •••■■ 40° •.!!1' ' = '—'47 ,.../i • \ i, a Ar•-..• ..,,, _. - 1!.,_ 000- • • '4 • :* • • . •1' : • • °°°° • • • • • • • • • • • * „,,•*.it • •,...g" , ' - n e'l 3 • ,, • • 1 0 ,• ) I . , t ,r, 3 .,; • i<<"' r., , t , , .. % • • ._... _.,.„.,,,,._ l• -• : ....,.. , ,.., itcv4.4' • , Vil , tt, • • ... _ . _ 1--------'---7- : :; ', • . . .. . 1 , , .. , d wa I •• ef it,t, 1 f) : --, t ... ..,,, • i ' , : 2 i ; 1 : • : /*/ frio ere Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening Description of Window Product Acceptance Product Approval Ili or Door or Mullion _ Number Design Pressure 4,613 fr ! b%' ' a(j!/ ( +)PSF ( -) PSF '7 0 Address: Opening Design Pressure PSF () PSF A! - /c) 2,slPermit No. 7-/y z_ Rough Opening Shutter Required Mullion Required Impact Size 'Yes / No 4411 L A,ag) MI09/4 f � &i( liVO0w' Ara 6,14 f?jL /.4 ki ti! QDb(4) W P t11)!AJLotee .Si k ?, La -o art OS— (P ()32f,)2 •• • • 000000 ••• • - © r INIStmorm BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75`s Ave. Miami, FL 33122 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 A11.1 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ML 100 Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions," sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 05/02/04 revision "A" dated 07/13/04; 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 tiled 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. as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. , Director, BCCO • • •• •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA MElltp -DARE FLAGLER BUILDING • • • • • • • • lip VyEtT FF..•AGLER STREET, SUITE 1603 • • • • • • • MIAMI, FLORIDA 33130 -1563 • • • • • • • • (365) 375 -2901 FAX (305) 375 -2908 • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• • NOA No 04- 0608.05 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 R.C. Aluminum Industries. Inc, • • ••• • • . ••• .. •. • • • .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •... • • • •. NOTICE OF ACCEPTANCE:. EVIDENCE SU$NTED ••• •••• • • • •••• ••• • ••• • • . • . .... ••• A. DRAWINGS •••• •••• ••• • • • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No. M04-05, titled "Aluniquili T;be Mullions,' Sheets 1 through 7 of 7, prepared by AL- Farooq Corporttion,;4 teCi (15 /t2t04 revision "A" dated 07/13/04, signed and sealed by Humayoun Faroog,13. • ; 0. 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No.HETI -03 -1346, dated September 16th, 2003, signed and sealed by Rafael E. Droz -Seda, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largespada, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation, dated May 28, 2004, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, May 28, 2004, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) JItd Gonzalez, P.E. ' /Herminio F. G Director, Building Code Compliance Office NOA No 04-0608.05 Expiration Date: August 12, 2009 Approval Date: August 12, 2004 E -1 • • • •1 • •• • • • ••• • •• • • • •••• • • • • •••• • • • • • • •• • • • • •• •••• • • • • • •••• •••• • • • • • •• •• • • •••• • • • • THESE 44ULAINS ARE WAilt? WOR LARGE MISSILE IMPACT • • RECTANOL5I.A14 ALUMINOM ..TtrIg MULLIONS USING neuctIOu1 PROPERTIES ONLY NOTE§;•••• THIS PRODUCT 6 CO MO ED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REOUIREMENTS I.0 WINO LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS USIED. SPACED AS SHOWN ON DUALS EMBEDMENT TO BASE LATERAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC). ANCHORING HORiNG CONOmosS OTHER THAN THOSE SHOWN 14 THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL CONCRETE STRUCTURE TO et 3000 PSI MIN. STRENGTH. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. EP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. ,STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. • USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USWG CHARTS ON SHEET S SELECT MULLION SIZE WITH • 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 5 EMU 7 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DEMON RATING MORE THAN 1140 DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4.000 6000 GLAZING PRODUCT F--2 TUBULAR SHAPES ALLOY 6063 -T6 - -3,000 - - 4000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SRES AND SPACING F.47-Str-MWFrASW STRUCTURES RA PE80 CAN. 3$ �5J�8 �I ice..---- - JUL 1 5 2004 T (400 1 drawing no.-1 M04 -051 (sheet 1 of • • • 8 • • 3.000 .125 • • • ••• f •••• • • •••• • • •••• 1 X 3 • •• S+TD. MULtI$R • • • • • 6063 -T6 • 4.000 • • • • • • • • ••1S 4 i 1LLION 6083 —T6 •••• ••�� • • • • • • • •••• • 1•••• • • .125 • • t•••• 2.00111 1•• • • • • • • •• • 2.000— 4.000 —.125 2 X 4 STD. MULLION 6063 —T6 1 -1/2 X 4 -1/2 CUSTOM MULLION 8063 —T6 6400 2 X 6 STD. MULLION 6063 —T6 x.125 6.000 2 X 6 HEAVY MULLION ANGLE CUP 6063 —T6 .730 2423 5700 MULLION CLIP 8063 —T6 - ---- 1.730 —� .125-•• 3.500 MULLION CUP 6083 —T6 2.125 6083 -T6 250 Appw+td Y tosallot 8 1•e * t f ltre -1 :1887 &'00 08. HUMAYCUN F42000 STPUCTURES RA PE # 18557 CAN. 7636 II4 1 F 7(114 ALUMINUM TUBE MUL t 3I droving no. 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Zvi II�C 1 1 1 1 1 1 I I m I I I I I « N o I 1 I 1 I l m i$� tJ• fA b 1 m I 1 I b IL1.a1HiN I !•I I 10 0 y t4 m O V V 0 V b m (0 :.. j q1 W y b j0 O 0 p4 m m. G 1.--=-__- ^1 SPAN = >9A U 'V N 0(0 4,+ N O 0 L. 0 m O bb 1. b 0 14 O V 0 0 5 0 b b- A m 0 V$ 0' f O b a m o A .2 m u C E _ 1 s f pp .4.-'--- u v �• f N v m 1.110 0 U 0 0 1 0 V N g m N m* b 6 N b =13 8 N p L___ --J1 2 W2 5 W1 r to = °• /data` °�O2-a n(reviiona: ..I J no ' 8_ v " imi:rtYpr, C-ALUMINUM TUBE MULLIONS a A Ir.- _ J e oil-it mo - - ms _w-41 _ R.C. ALUMINUM INDUSTRIES INC. 2. O 1.. by: 1•au0 J 1 ' 2805 N.W. 75 TH AVE. Len : (ak I MIAMI, FL. 33122 1..... 1 , l TEL. (302) 592 -1515 FAX. (300) 592 -2184 AL- FAROOQ CORP ENGINEERS, PLANNERS Ac F 1235 SW 87 AVE MIAMI, FLORIDA 3.3174 TEL (305) 284-8100 FAX. 60" 88" 72" 59.8 119.8 132.8 150.0 54.4 108.7 120.8 150.0 49.8 99.6 110.7 150.0 t9 -1/6" 26 -1/2" 20" • • �7j 42' 4 • 54" • 80' ••03• • • • • • ••••1641 50 -5/!"• • 142.2 150.0 150.0 150.0 102.6 150.0 150.0 150.0 • •908 15g.0 •.50.0 150.0 73.5 140.0 • • t5m0 150.0 54.8 129.0! 1415.8 150.0 • 45.7 11,,3 1209. 150.0 50.4 10 7• • 44141•0 150.0 45.3 90.6 100.7 350.0 48" 822•!•et.3 ff 150.0 •eIr• ••6•iv • •&1.8 75019 ••115e 150.0 19 -1/8" 134.9 1DA 150.O•, •1'60.0 150.0 ,R, •ww• 584 15170 150% 150.0 3oo •I•ib.5 72" 150.0!!lt.0 22.8 150.0 • •3�• • 1 62.0 1240. • 93p! 1500 42" 150.0 54.6 109J....12414 150.0 • •41,• 60j • •47.0 93.6 1062 150.0 • 54" s4Pfi• • • • •40.5 85.0 • •9 ;i, 150.0 • •30.2 705 • 65.01 150.0 86' • 75.9 69.5 77.2 150.0 72" • • •34.60 31.9 63.7 70.8 141.6 19 -1/8" 53.1 114.3 150.0 150.0 150.0 26-1/2" 47.3 82.5 150.0 130.0 150.0 30" 43.5 728 145.7 150.0 150.0 37' 39.8 59.1 118.1 131.2 150.0 48" 133.3 52.0 104.1 115.8 150.0 46" 83" 45.5 91.0 101.1 150.0 54' 85.0 40.3 80.9 89.8 1504 60" 66.9 38.4 72.8 60.9 150.0 66" 60.7 33.1 681 73.6 147.1 72- 53.1 30.3 80.7 87.4 134.9 60" 88" 72" .».a 08./ 78.7 150.0 30.9 61.8 88.7 137.3 28.1 58.2 82.4 124.8 25.8 51.5 57.2 114.4 19 -1/8" 132" 85.7 150.0 150.0 150.0 26 -1/2' 78.7 61.8 123.7 137.4 150.0 30' 150.0 54.8 1 09.3 121.4 150.0 3r 49.7 443 88.6 98.4 150.0 42" 98.5 .39.0 78.0 88.7 150.0 48" 84" 34.1 68.3 75.9 150.0 54" 70.2 30.3 60.7 67.4 134.9 60' 144" 27.3 54.6 80.7 121.4 68' 72.2 24.8 49.7 55.2 110.3 72" 141.6 22.8 45.5 30.8 101.1. 19 -1/6" 45.5 75.0 150.0 150.0 150.0 28 -1/2' 88.5 54.1 108.2 120.2 150.0 30' 31.9 47.8 95.8 . 105.2 150.0 37" 64.4 38.8 77.5 88.1 15430 42" 34.1 68.3 75.9 150.0 48" 99" 29.9 59.8 68.4 132.6 54' 26.6 53.1 59.0 118.0 69' 23.9 47.3 53.1 108.2 68" 21.7 43.5 48.3 96.5 72' 19.9 39.8 44.3 88.5 19 -1/8" 86.8 133.3 148.1 150.0 28 -1/2" 48.1 98.2 106.9 150.0 30' 428 85.0 94.4 150.0 3r 34.5 66.9 76.5 150.0 42" 30.3 60.7 67.4 134.9 48' 108' 28.8 53.1 59.0 118.0 54" 23.8 47.2 52.4 104.6 88' 21.2 42.5 47.2 94.4 66" - 388 42.9 85.8 72" - 35.4 39.3 78.7 J LVJ -1.a ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 54" 80' 86" 72" 21.2 42.5 47.2 94.4 - 38.2 42.5 85.0 - 34.8 36.8 77.2 - 31.9 35.4 70.8 19 -1/8' 28 -1/2" 30" 37' 42" 48" 54" 60" 88" 72' 132" 54.5 109.1 121.2 150.0 39.4 78.7 87.4 150.0 34.8 89.5 77.2 150.0 28.2 58.4 62.8 125.2 24.8 49.7 55.2 110.3 21.7 43.5 48.3 98.5 - 38.8 42.9 85.8 - 34.8 38.8 77.2 - 31.8 33.1 70.2 - 29.0 32.2 84.4 19 -1/8" 26-1/2' 30' 37" 42" 48' 54" 60" 88' 72" 144" 50.0 100.0 111.1 150.0 39.1 72.2 602 150.0 31.9 83.7 70.8 141.6 25.8 51.7 57.4 114.8 22.8 45.5 50.8 101.1 19.9 39.8 44.3 88.5 - 35.4 39.3 78.7 - 31.9 35.4 70.8 - 29.0 32.2 64.4 - 26.8 295 59.0 \A\ ANCHORS TYPE 82 OR 134 GLAZING PRODUCT o-- VERIMN. 11UU70N OIAZINO PRODUCT W1 ANCHORS 92194 TYPE 82 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 2 + 82 174775R:77.171.7°7 FIA. PE d 16897 CAN. 3936 JUL 1 5 2004 1 / drawing no. M04 -05 (9.heet 4 o YJ • • • • • 0- • • •••• • • 1 1 , WOOD BUCK 1 1 I I 1 1 I i • •• 1 1 • • •— 0 • • • • • • • • /•••• • •• 11M•14L•14kWIt CON I • • • 1 -1/2" SN. *ROD PENETRATION • • • • • 1" MN. • • • 2 PER RIA t1• �1•EACH WING) • • • °°11: • • I EDGE DIS1". [FLOWING CUP #14 SUS 2 P02 ANGLE 1 -3/4" O.C. MIN. 1/4" 1111.11 KM CON D 1 -1/2" MIN. WOOD PENETRATION 1 PER ANGLE 2 11 X 1 8" ALUM 2 1BY W0D0 BM 111 1/4" 10LT1 MX CON I 1 -1/2" 411N. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING) 1" MN. 1" 44114. ••••• — 11 • • • ••• • • • • 2BY WOOD BUCK OR WOOD STRUCTURE FLOATING CLIP 14 SUS 2 poR ANGLE 1 -1/4" O.C. MIN. 2 X 2 X 1/8" ALUM ANGLE 2BY WOOD BUCK OR -- WOOD STRUCTURE _2 X 2 X 1/8" ALUM ANGLE #14 SMS 2 PER ANGLE 1 -3/4" 0.C. MIN. FOR 3" TUBE 2 -3/4" 0.C. MN. FOR ALL OTHER TUBES 1/4' HLTI KW1K CON I 1 -1/2" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CUP _2 X 2 X I/O" ALUM ANGLE 14 SUS 2 PER ANGLE 1 -3/4" 0.0. MIN._f 1 FOR 3" TUBE -- L- J1,.t� 2 -3/4" 0.0. 4114. FDR ALL OTHER TUBES 1 1/2" MN. EDGE GIST. ANCHORS TYPE 'A4' App:o+tv1 rempigteg al* de NX)A• *T7;7/; [9- Wan DI•�le• 07 ;/...wr ALTERNATE ANCHOR LOCATION UUU ON CUP ANCHORS TYPE 'A2' ALL CLIPS TO NT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. ••• • •••• • OR1 CONCRETE • •• • • • • • • u iI • • s •• • • • • LFLOADNG CUP ;14 SIAS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3' TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES I/4' HILR KYAK CON II 1 -3/4' MN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE '32' 11 I L2X2X1 /e• I 1 ALUM INCL. 1 —_ 4 MASONRY, OR CONCRETE {-FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3' TUBE 2 -3/4' 0.0. MIN. FOR ALL OTHER TUBES ALL CLIPS TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. 'CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR RATER-WNDE MEDIACRI'UIE LACQUER. 2 -1/2• MIN. EDGE GIST. 1/4' HETI K711K CON II - 1 -3/4' MIN. BASED INTO WSONRY 4 PER CLIP (2 ON EACH WING) ANCHORS TYPE 'B4' Ayy,wed as ee•p17Mig Florida Oats • POA! • - 95.7'717:R! DhisIas HU. . 111/F..-"N F STRUCTURES RA. PE 11 15357 CAN. 3538 JUL 1 5 2004 L2 X 2 X 1/8' ALUM ANGLE drawing no M04 -05 sheet 6 _of 7 ) • • • • • • • 8•••• • • • • • • •i•••• • • • •• • ••• •••• • • •••• • • •• • • • • •• •••• • • •••• • • •• • • • •••• •••• • • •••• • •• • • • • • • • • • • 1 N 1 i I I %14 EMS LJL 2 PER ANGLE 1 -3/4' 0.0. MIN. FOR 3' TUBE 2 -3/4' 0.0. MIN. FOR ALL OTHER TUBES [FLOATING CUP ••e•MCHORS TYPE '84' •••• • • •••• • • •• • • • • • L2 X 2 X 1/Fr ALUM ANGLE 8 14 S.M.S. 2/ CHANNEL TUBE MUWON 810 F.H. S.N.S. 2/ 90E 1/8• THICK ALUM CHANNEL LENGTH TO FIT SNUG 1NT0 MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK 40101 AFTER ASSEMBLY ACCESS HOLE TUBE MULLION 814 FH 5MS 2 PER CUP 1 -1/2' 0.C. MIN. THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . �I 110 PH SMS PER CUP 1' 0.C. MIN. 1 -3/4' X 2' X 1/8' (FOR 201 TUBE) 3/4' X 2' X i/8' FOR (101 TUBE) ALUM ANGLE CUT TO FR SNUG RN900 TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4' TO VERIFY CAPACITY OF COM'E(7I0N SEE SHEET 4 OF 7 FOR ANCHOR CHARS HUWTDUN rM00O StRUCTURE4 TLA PE 18857 CAM. JUL 1 5 1004 Appmed 99/91.• with d" parlde Dee .s1LL1 8 i TO.,, • Z Z O Q�j it w z —a Z D; • < g CrN2 7-T1 c F, . drawing no M04-05 Sheet -7 of 7l M IAMI•GADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: • • ••• •• •• • • • • • • • • • • • • • ••• • •• •• • • • • • • • It ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • •••• •• • •• • • • • • ••• • • • • • • MIl/4( -1=ADE COUNTY, FLORIDA • • • • • • METRt) -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ▪ • • • • • • • MJ4MI, FLORIDA 33130.1563 • IV 3,5,2901 FAX (305) 375 -2908 • • • • • • • .y -• • a • • wwwlbuildingcodeonline.eom 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 "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No..S605 -LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following st:'rement: "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 he 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 # 01- 0703.01 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA. No 06..0614.04 -W Expiration Date: July 05, 2007 Approval Date: December 28, 2006 Page 1 T. M. Window and Door • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF ACCEP'TANCE:•EVIDENCE.SLT MII:'i'EIS': • A. DRAWINGS (Transferred from file # 01-010.10t).• • • • • 1. Manufacturer's die drawings and sectins. 2. Drawing No. S605 -LM., titled "series 605 sip* Ijung.windpw, sheets 1 through 5 of 5, prepared by manufacturer, dated 07-21-01:4d ta$ revsed*on.lYgv. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. ' • ' • • • • • B. TESTS (Transferred from file # 01- 0703.01) 1. Test report 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, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -3975 dated 10-22-03, F 1'L 3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA -416W dated 04 -11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. ) C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 06 -06 -06 and revised on 11- 22 -06, signed and sealed by Dr. Humayoun Farooq, P.E 2. Glazing Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia for "Saflex IIIG interlayer ", expiring on 05/21/2011. 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding, LLC for "SAF- GLAS ", expiring on 12/16/2007. 3. Notice of Acceptance No. 03- 1117.05, issued to Surface Specialties Inc. for "Uvekol ", expiring on 02/08/2009. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", dated 05/09/06 and 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 01- 0703.01, expiring 07 -05 -2007. E -1 tykes \ • �� Ishaq L Chanda, P.E. Product Control Examiner NOA No 06- 0614.04 Expir n Dat, aly 05, 2007 prova oe 28,2006 •• • • • • ••• •••••• • • •••• • • •••• • • • • •••7••• • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • •• •• • • •••• •••• • • • • •••• •••• • • •• • • • •••• •••• • • •••• • • •• • • • • • [THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 6_05 ALUMIZJUM SINGJ.E RUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. ' APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.N. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (IMIZ). WOOD BUCKS BY OTHERS, MUST RE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE P4 ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LINKED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8 4. 53 1/8" WINDOW WIDTH TYPICAL ELEVATION EQUAL UTES (SEE DESIGN CAPACITY CHART) 53 1/8' WINDOW WIDT4 iaMp�i1•t�ii lite•Rlce4/ IA �[ A ,10 4d -1'ay0Y toe,•e.•• svlvoSi'7 MIAs 47 3/4' D L O•G. (PENT) 50 1 /e' WIDTH .__. ._ TYPICAL ELEVATION. WITH OPTIONAL FIN EQUAL UTES (UMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) 5 1/2" MAX HAD /SII l D.L.O. WIDTH (FIXED) — WINDOW WIDTH — 4.875" D.L.C. WIDTH (VENT) a WINDOW WIDRi - 5.375" D.L.O. HEIGHT WINDOW HEIGHT /2 — 4.5" ' LAMINATED GLASS LARGE MISSILE IMPAt°I' Env: DR. HUMAYQUN FARCKoo SlivCTJN£S FLA. Pt 4 16557 CA N. 578 NOV 3 10 drawing no W06 -34, ,hee! 1 of 7 I • •• • • • • • • •• • •• • •• • • • • DESIGN LOAD CAPACITY - PS F - - DESIGN LOAD CAPACITY - PSF - rnoa6J r61cv199:n - lb p9644 iydjBK CkwIs WINDOW DIMS. 'GLASS TYPE IF GLASS TYPE 'c' GLASS TYPES '0' • T GLASS TYPE 'F' WINDOW DIMS. LASS 'TYPE 0' CLASS TYPE 'C' GLASS TYPES 'D' & 'E' 1ASS TYPE 'F' 1YETD1 HEIGHT EXT( +) 1NT.( -) EXT.(+) mu-) ex-r.(+) 1NT.( -) EXT(+) 1NT.( -) WIDTH HEIGHT EXT.( +) !NYC-) EXT:( +) 174T.( -) EXT.( +) INT.(-) EXT.(+) INT.( -) 19 -7/8' 26- 1/2' 3 7 ' 53 -1/8' 26' ( 3 ) 80.0 60.0 80.0 99.3 99.3 99.3 70.0 700 70.0. 61.0 61.0 81.0 61.0 61.0 80.0 800 80 0 99.3 99.3 115.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 26• (3) 80.0 _80.0 80.0 99.3 99,3 99.3 70.0 _ 70.0 70.0 70.0 70.0 700 740 70.0 61 _ . 61.0 _ 61.0 61.0 ._.._ 61.0 61.0 61.0 .__.. 80.0 80.0 80.0 ___ 115.0 115.0 115.0 700 ' 619 61.0 70.0 70.0 70.0 70.0 80.0 99.3 81.0 80.0 115.0 80.0 99.3 19 -1 /5' 26- 1/2' 53-1 /8' (3•• 890. 991 __ . _., 80.0 993 •.•• -993 70.0 ._._ 700 70.0 .. ___ 70.0 - 61.0 61,0 61.0 ____. 619 61.0 80.0 _ _ 80,0 800 115.0 -.._ 115.0 115.0 19 -1/8' 26 -1/2' 53 -1 /8' . (3) 800 ._ _ 80.0 80.0 99.3 99.3 70.0 _ - 700 70.0 ,.__ .70 .0 61.0 -__.. 61.0 61.0 444_4_. 61.5 80.0 80.0 115.0 .._ 1180 115.0 400 •Yk0 61.0 49.3 70.0 70.0 61.0 610 80.0 14=/8' 29 -9/2' • L 53 -1/8' 1••Hi.Y 60.0 99.3 - .. -1.Q • 991_ 99.3 79.6 79.6 10.0• 70! 81.0 61.0 80.0 840 80 0 80.0 115.0 _ __ 115.0 115.0 _ 115.0 19 -1/8' 28 -1/2' 37' 53 -7/5' S0 -5/8' (4) 80.0 ____ 80.0 99.3 .. _ 99.3 70.0 . ._ 70.0 70.0 _ 4 4. 70.0 61.0 4 44 4 61,0 61.0 61.0 80.0 4444_._. 80.0 115.0 _._. 115.0 SERIES 6C5 ALUMINU:1 SNGLE ”UNG WOW (LN .I.) •.1 AL- FAROOC - ' ENGINEERS 6 PRA TM WINDOW AND DOOR 1.236 S.W. 137 AVi 601 N.W. 12TH AVE.. MIAMI, FLORIDA : . POMPANO BEACH, FL. 33C69 TEL x3067264 -816( '+ 1 TEL. ?954) 781 -4430 FAX. 1954) 781 -5078 700 _ 70.0 90 0• 70! /op• •7041 61.0 61 0 61.0 61.0 .61,0 61.0 .- 80.0 80.0 99,3 99.3 70.0 , 70.0 61.0 61.0 80.0 115.0 70.0 70.0 61.0 61.a BO .0 115.0 19 -1/8' 1 R6F•/2" 1.4!• 43 -1 /8' 56-548" (5) 80.0 99.3 70.0 70.0 20.6�•�.18 •,•7•A 66. ••644 61.0 61.0 61.0 80.0 115.0 79 -1/8' 28 -7/2' 37' 53 -1/8' 56 -5/8` (5) 80.0 99.3 70.0 70.0 70.0 70.0 700 70.0 61,0 61.0 61.0 61.0 80.0 115.0 115.0__ 115.0 115.0 8a.Q1 99.3 81.0 80.0 115.0 800 993 61.0 61.0 81.0 80.0 80.0 80.0 • �8j • 97.7•01 . 610 61.0 ' 800 115.0 115.0 .0 99.3 -- - 610 61.0 80.0 .80 - - 70.0 70.0 81,0 • iP /8' 26 -11/2' P • 43: 53 -1/8 • •80.0• . (5) ) • 99.3 000• 99.3 r 10.0 85.9 - - 4410 70.0 61.0 61.0 80.0 115.0 175.0 115.0 115.0 19 -1/8' 26 -1/2' 37' 53 -1/8' (5) 80.0 80.0 80.0 - 99.3 99.3 99.3 709 70,0 61,0 61.0 61.0 80.0 80.0 115.0 700 • b�.0 81.0 81.0 80.0 80 0 80.0 70.0 70.0 70.0 70.0 61,0 115.0 _1941 •76q 61.0 .61.0 61.0 61.0 61.0 80.0 57.1 8 57.1 67.0 - 70.0 70.0 81.0 81.0 80.0 1150 s 69•1•'8' •, 26 -1/2' 37' • I�3�1'6• •• 72.• (6) • 991 •1•• '�.t • 70.0 61.0 61.0 61. 61.0 61.0 80.0 115.0 19 -1/8' 26 -1/2' 37' 53_1/8' 72, (8) 80.0 80.0 99.3 70A 70A B1.0 610 80.0 80.0 80.0 115.0 115.0 115.0 - • 444 99.3 7•.0 4100 70.0• 61.0 6t. 61.0 840 80.0 - 115.0 99.3 70.0 70:0 70.0 81.0 61.0 61.0 610 727 72.7 115.0 80.0 _ 99.3 70.0 dr. • . - - - - - - 51.0 61.0 - 19 -1/8' 25 -1/2' 37- 53_1/8.1 78_3/4. (5) 9.01• 99.3 80.0 r 99.3 70.0 70.0 70.0 700 61.0 61.0 61.0 61.0 61.0 61.0 61.0 80.0 115.0 79 -1/6' 28 -1/2. 37' 53 -1/8' 78 -3/4" (6) 80.0 99.3 70.0 70.0 61.0 61.0 61.0 610 80.0 800 50.0 - 115.0 115.0 115.0 - 80.0 115.0 80.0 993 70.0 700 67.2 67.2 - _ 57.2 57.2 - - 50.0 115.0 80.0 99.3 70.0 - 700 61.0 61.0 I 81.0. - - - - - 61. 61.0 24' 30' 35' 42' 46' 54' (4) 80.0 99.3 70.0 70.0 61.0 61.0 81.0 81.0 61.0 61.0 , - 81.0 _ 61.0 91.0 81.0 60.0 80.0 115.0 115.0 24' 30" 36' 42' 46' 54' ) 80.0 99.3 70.0 70.0 61.0 61.0 81.0 61.0 51.0 61.0 91.0 81.0 _ 80.0 80.0 80.0 80.0 80_.0 80.0 115.0 115.0 115.0 115.0 115.0 115.0 80.0 99.3 70.0 70.0 B0.0 99.3 '®' 70.0 80.0 99.3 70.0 70.0 80.0 80.0 80.0 115.0 115.0 115.0 99.3 70.0 ' 70.0 _ 80.0 99.3 70.0 70.0 70.0 70.0 70.0 70.0 _61.0 91.0 61.0 81.0 80.0 99.3 70.0 70.0 80.0 70.0 80.0 90.6 70.0 70.0 81.0 81.0 80.0 115.0 80,0 99.3 700 24' 70' 38' 42' 48' 54' 60, (5) 80.0 99.3 70.0 70.0 61.0 81.0 61.0 _ 5_1.0 61.0 510 61.0__60.0 81.0 91.0 610 80.0 115.0 24' 30' 36' 42' 48' 54' 80. (5) 80.0 99.3 70.0 70.0 7_0.0 70.0 61.0 81.0 51.0 80.0 800 80.0 80.0 80.0 80.0 __ 115.0 118.0 115.0 115.0 115.0 115.0 sy 19144 11 R 'l..,n'1. '1 -'Y ^i� 99.3 70.0 70.0 115.0 67.0 - _0.0 _ 60.0 - 942 76.4 78.4 70.0_ 7_40 70.0 70.0 60.0 F 115,0 115.0 _80.0 80.0 ® 70.0 70.0 610 61.0 61.0 81.0_ 51.0 �� f Whims 80.0 80.0 99.3 70.0 70.0 61 0 67.5 67.5 _ 67.5 67.5 59.4 59.4 T 80.0 840 1190 115.0 80,0 99.3 70.0 70.0 70.0 61.0 61.0 - - 51.0 81.0 - - 70.0 • 30' 36' 42' 48• 54- (8) 80.0 80.0 99.3 70 0 70.0 61.0 91.0 61.0 91.0 81.0 60.0 115.0 24' 30' 38' 42' 48' $4' 72' (6) 80.0 80,0 99.3 70.0 - 70.0 61.0 61.0 61.0 610 80.0 80.0 80.0 115.0 115.0 115.0 115.0 _ - 50.0 94.4 75.4 75.4 70.0 70 0 70.0 70.0 80.0 115.0 99.3 70.0 70.0 70.0 8_1.0 _ 61.0 _81.0 61.0 _ _61.0 61.0 80.0 115.0 9.9 .3 - 70._0 70.0... _ . - - 63.0 83.0_.'-810 - - _ - 81.0 67.0 61.0 81.0 80.0 115.0 70.0 _ _- 61,0 61.0 61.0 80.0 - - - - - --' _ - -- - - - - ... - 61.0 - 4 < 1, ' o �' 4444 2 .. CrOw■ng no. • W06 -34 _ __ . 1h11et 2o! 7_� 24- 30' 36' 42' 48• 84' (7) _80.0__99.3 78.6 78.8 ____ _.,. -_ ._,. - - _.___. _ _ 70.0 70.0 70.0 70.0 - -.. 61.0 61.0 80.0 115.0 24' 30" 35' 42' • 48' 4 99.3 70.0 70.0 _ -. - 70.0 70.0 _ 61.0 81.0_ 81.0 61.0 61,0 61.0 • 81.0 51.0 80.0 80._ - - - 115.0 1150 _ - - - 81.0 81.0 61.0 81.0 80.0 - 115.0 - - - 80.0 _ - 993 _ ._ - F.ngr: DR. S FAa000 FIA PE # 16557 CAN. 3536 { , i�c)� .l. ' %�ft�F• - 61,0 87.0 - - _ - 81.0 61.0 _ - 81.0 610 () 740. 94 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB ( ) N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB CLASS CAPACITIES ON THIS CHART ARE BASED ON GLASS CAPACITIES ON THIS CHART ARE BASED ON ASTM E1300 -98 (60 SEC. WINO) ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. • • • • • • • • • • ;o • • •• • • • ..•. • •• • • • •••• • • 1/R•An&txss • • • • • tI 1 .01; URETHANE ADHI ID • • • �, �• .�7�' INTERLAYER • • • • •\• SAF-4NAS' POLVPARBOWATE SW "SECURITY 9.101X01•d f V1,'!w 1 -161.• URETHAae Roliet 41 -,/6• ANN. 61.1g • 1S`, r SILICON DOW CORNIIIft 995 GLAS$ TYPE 'B' 1-1 /8' ANN. GLASS 12(' INTERIAYER UVEKOL -U0 RESIN 1/8. ANN. GLASS SILICONE rDOW CORNING 995 In GLAS$ TfyPE 'C' 3/16• ANN. GLASS \ 4 _ 120' INTERLAYER { UVEKOL -UO RESIN ` 3/18' ANN. GLASS SILICONE DOW CORNING 99 -3/16' ANN. GLASS _090• INTERLAYER SAFLEX 55 8Y SOLUTIA r-3/16* ANN. GLASS SILICONE DOW CORNING 995 i G.1AS5 TYPE 'D' GLASS TYPE 'E' GLAZING PPTIONS \ 3/16' HEAT STREW') GLASS 120' INTERLAYER INEKOL -UO RESIN n3/16- HEAT STREN•D GLASS SILICONE DOW CORNING 995 GLASS TYPE rneaucrarvT9an !� wYk eh Furfa. ..0..ep.o oc v1G/S�OV �L Eno, DR. HUNAYOUN FARODO SIRUCTURES FU. P£ 15557 CA.N. 158 a0l `z '1 lri[Ib i i Oit '. J � I (towing no ■ W06 -34 sheet 3 cf 7 • 1 • • • • • • • I • • • • • • • • 0. 0 a cz1 TYPICAL ANCHORS SEE ELEV. FOR SPACING \ 118Y ,1000 BUCK • `4, • • • •••4 • je ••• g.! • • •A• • • • ••• 4 • ••• • • •to. • • •••• •••• • • • 1111 • • • I 40_ • • • 1 0 • -MH":it . 4Aa ik.■;`-.=iT OPTIONAL TO SPRING LATCH ILLUSTRATIVE OTIS. ONLY EXT, OR INT. FINISHES NOT BY TM WINDOW TYPICAL ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL \ STRUCTURE ARM—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 2i1VI 5000 DUCK •••' OR WOOD STRICTURE " ta) '14 0 PI 6 < 2 re ca 0 Ili 0 Cqctr" 8P 0 (Lag .111 0 CC t • 0 4, w it. in, 81. ■ • I V s • 051. '') I 1. , : • Z - r. C.7./t.il I v, 17.131 civ P i I ,• I ; • • 1 'Z I • • TIP l• * " k 4 I drawing rto W06-34 sI;ect of 7 _ gi ot L TYPICAL ANCHORS \ SEE ELEV. FOR SPACING TYPIC.Al. ANCHORS '• SEE ELEV FOR SPACING O 15 05110551. TO SPRING 1.5105 [ WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 14 '' TAPCONS BY 'ELCO. INTO 2BY WOOD BUCKS OR WOOD SIRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC 05 MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4 MIN. EMBED INTO CONC OR MASONRY A /1551116CT NNW& 11.15ft ON. 01.11•10re SW - 061 Y. 4,\I Ilator Stria scial/ii(wliot INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I : • ' ITTO DADE COUNTY APPROVED MULLIONS (MIS TIIK. = .090) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. • .1: SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. • DR. HumAYGUN 445000 STRICTURES ETA. PP. 41 IBS57 CAN, 1138 - *>_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING :Ma WITH FIN OPTION (LIMfT DESIGN CAPACITY TO +61.0 PSF MAX.) 1/4' MAX. SNIN LIETAL STRUCTURE • • ; • • • TYPICAL ANCINRS • ._/ SEE ELEV. • • FOR SPACING./ • • r. VENT vitoni, D.L OPG. 1/4' MAX. TYPICAL ANCHORS SEE ELEV FOR SPACING •••I •• • • • • • • • • • • • • 41 • • • • t • • • t • • • • • • • • • • • • • • • • • • • •••• • • TYPICAL "MA • • • 11 • SEE ELEV. FOR SP AC MO • • EXTERIOR 0 L OPG. (FIXED) WINDOW WIDTH 909008 91018 ERAMWITILFIN_OPTIQN _.4BY OR 28Y WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING -7 MIAMI-DADE COUNTY APPRD CLIPPED MULLION SEE SEPARATE NOA ITEM PART I grY. DESCRIPTION MATERIAL MANE /SVPPLIFR/TIF.MA RES 2 24 06-36763 GM-37731 8A-3608 FRAME HEAD 5083-16 . 6063-16 6063-06 8063-T6 8083-16 6063-15 6063-15 6063-16 6063-T6 6083 • 15 6063-75 6063-75 STEEL .. - - - - CAST 6063-16 N11.014 - VINYL - STEEL STEFT. 50881 STEEL STEEL STEEL ALUM. 50E1.1 6083;76 9063-16 8063-16 - . • _ _ - .. .. . -• - - - - •- - - - PH 5145 IITG.RAILA PAW StU . .... . . - VENT POP VENT JAMB 5111Es FRAME SILL CORNERS VENT TOP 9124T BOTTOM RAIL VENT INT. CORNLIU AT FRAME JAMBS .. . . . . FRAME IlEAt/JAMEIS _ .. ... _ _... _. VENT 9011. CORNERS 1 1 _ FRAME 51.1. (4' 9109) nuttE su.. (3• HIGH) . . .. . . .. FRAME JAMB .. - . MEETING RAIL 3 61V-31445 2 . .. 1 1 0 0 2 4 5 ON-38706 88-36685 • VENT TOP RAI1_ VENT BOTTOM RAII (4' SILO _ ... - 6 • 66 7 8 9 9A 10 11 12 13 . GIN-37730 G8-37559 GW-31134 08-31470 VENT -BOTTOM RAIL (3" 511.1) VENT .IA48 STILE 2 4/95141 4/VENT 12/VENT VENT STOP GLAZING BEAD ANGLE OtAZING BEAD 19-56 05I-123 #8 X 1/2' 4037 2240 3722 61*209G ANGLE SCREWS (1) STRIP .. FIN SEAL WEATHERSTRIP (1) STRIP FIN SEAL WEATHERSTRIP (2) STRIP 2 2/VENT FIN SEAL WEATHERSTRIP 1 1/2',7/8',3/4" FINSEAL P43 —_ -.. .. LATCH LOCO( 14 15 154 054-118A 2/VENT 4/VENT 2/VENT 2/VEN1 SPRING LOADED EGRESS LOCK VENT GUIDE 15 17 18 19 VNR -9302 869 CALDWELL SPIRAL FINANCES • BALANCE COVER 2/VE44T CALDWELL BALANCE CUP 20 21 22 23 - - . - 114 -161 . 2 8 a •12 x 3/4' P.M. 2145 S ... . _ ._.. _ (1) AT EACH BALANCE FRAME CORNERS VENT CORNERS - - (2) AT EACH LATCH AT EA PLAS OC GUIDE AT VENT TOP (1)AT EA. Mt G. RAILF9D 112 , 1' P.H. 5145 110 x I • P.H. 0115 4 0 x 3/4' FN. SUS. 24 25. 26 _ .. 27 28 29 30 4 16 x 3/6' FM. SMS. 1 . - 1,1 3/16,3/4,1/8' CHANNEL 2 1,1/4 198,4' L ONG 668 1 2 1/2,1,1/2,1/8" CHANNEL . _... AT MEETING RAF, - - - FIN TRIM FOR JAMBS T14-163 1 FIN TRIM FOR HEAD 714-164 1 — .. FIN TRITA FOR SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOM MOTH VANDOM VADTH qr. OR. HIPLATOIJN FAR= STRJCTURES OIA rE 1 15567 CA.N. 3538 II( 1V ?UPI, lAtIOLH1CT memo) is eceogyiag Hi* Se MOM liateRkg Cods Aeopteme ?ilea -114 8ziAr01.4 Dom_s_ leo} mot peat Pmkel-Ceeirei 1•044. 1; -44 8 11. #„ , f dr0e4ing no W06-34 :,shee! 50' 7 • • • • • dr • • • • • • • • • • • • • • • • • • • 0 • 1 - 1.550 • !-• 1.425 I r. .938 1 • 2.500 3.719 Iva e- ti6 / g.� . 2 1 1 1500 I I , .062 I 1 .847 1 3.069 - -T ! 1 500 -1- _ i. 1 ,:-ii) VENT STOP I i i••■ 1.092 .^ --- 3.166 ---.; (T) • • FTWAE HEAD i --- -I- 1 t .40e 1.030 , r r .125 .500 r•-• - 1* i - .1.925 .. 1 (3) FRAME JAMB 1'2.1 \ -; PAL RN (HEAD) • • • • .. • • • • • • • • • • • .400080 fa • • • . • • • ;• Fs dr ' - - - fa: I (?i) 1.000 f 4-- - ! 1 moo -.250-1 T--- 6 • • 1.688 Il• • • • • ; • • • flie • . 11116• • • .111•••• 1.5°Cr -1 .622 j..- E..: r .062 1. 1 i. _ i 1 .530 -III .500 rj 1 I ' .045 - .405 i) GLAZING BEADS. 0 (-.6) -....1 . i .062 • 2.190 L. • • • 1 • • • * MTG. RAIL REINFORCINGS • • • • • I • • i+e• 111:77--i . () FIXED MlicING RAIL • • 1.000 .7150 i __i I-•-. 2.500 - - - f i . t 87 i_i r--1 $ (2-8) NAIL FIN (JAMB) r e, • • • • • • 12A r 1.188 -1 • • • 0 • • f .052 I 2.250 1 1 1-.• -- 3.199 --- --1 • • • 1 1.374 . 1. (zs.) TOP RAIL REINFORCING " I -u------- 1277 1.750 I L . ----7 .999 _ _i 1.214 1.324 - T. • I 2.500 i . i -. 1 000 1- C5) VENT TOP RAIL .688 I-- 0 SASH SIDE BAIL 1389 C.- LATCH LOCK - (le) NAIL FIN (SILL) 1--- -2.202------j ---1 -• - - 3.245 r_ 1 3.927 I I - i 997 -1 , 1-• --- 3.245 • 4.347 • .062 .062 ! .082 • • 2.1330 . I I 3.439 1; 11 ' I . i 2.939 1 I 1 I 3.359 -.062 1 4 2 l• i 12 I 3.812 1330 ' i r- .684 ER9T: OR. MUMAYURN C68000 STRUCTURES nA• rE d 16557 CA N. 3536 f .6,-- ---- ;toy t ', itA 4 11 7 i •,.., i 7', i 1... :01H6 : 13:t drcrtirg no sheet 6f 7 .,. T - I .684 - .2 t___ I. _ L.--1.375 -I ■-•-- 1 375 •-•••1 1:1) VENT BOTTOM RAILS ' r6A) (2) FRAME SILLS riA) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • i • • • • • • • • • • • • • • • • • • • • • • •° • •• • • • •• • • ••• • • • • • Ia eat 04 -24-06 sr ,. !. SERIES 605 ALUMINUM SNGLE HUNG W" l M 1 ? AL.- ` =AR000 CORPORATION '' a S ro aaie o -aescn ton ` -- -- - - - > -_ _ 'i �- Q ; ' 1 Y •a •, - g PRODUCT DEVELOPMENT r xa �s - + u ^ - �, : " °'-- TM WINDOW AND DOOR 7 avE T ! o ,o : -.. .. • L. 2-1- _'6.": : v •'t: .-'''''° c:vva .4•s �i II 601 N.W. 12TH AVE. oa 33i74 , ''0 l- 4 ..... r- ... 111 POMPANO BEACH, FL. 33065 -4 0 1 cµ. �.. -- __._.i ._ • .,_ _._ II TEL. 554'7 7B7_WO FAY_!9 4. FAX. <aoslsas-6s7s -- •COMF- ANL''\W06- 3431W' MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• •• •• • • • • • • • • • • • ••• • •• • • • • • •• • • • • • • • • • • Gopi Glass Sales & Services Corporation 7450 N. W. 41 Street Miami, FL 33166 •• •• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• •`• ••• •••1 EttpIDADE COUNTY, FLORIDA • • • • • • • • • • • itO -DADS FLAGLER BUILDING • • • • • • • 140 VVEST?LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 • • • •••• ••• • • •• ••• •• • O • • • •• •• • • • • • • • • • ••• •• 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 "510" Aluminum Fixed Window- Impact 69Rcr/1 -S APPROVAL DOCUMENT: Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1 through 4 of 4, dated 05/20/02 and last revised on 01- 04-03, prepared by Al- Farooq Corporation, signed and sealed by Dr. 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 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 ofthis 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 ofthis 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 ofthis 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. Many portion of the NOA is displayed, then it shall be done hi 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 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02- 0826.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 Page 1 • . ••• • • • ••• .. .. • • • •. •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • 0•. • • • • ••• Gopi Glass Sales & Services Corporation • • ' .. . > .... ... •.. NOTICE OF ACCEPTANh::' • N EFL • +. SIAMITTED (For File ONLY Ilvt part df NO►A) A. DRAWINGS .• : . • • • • • • • • 1. Manufacturer's die drawings andspc ts. • • • •' ' • 2. Drawing No. W02 -50, titled "5 LO A1riiin'u i I xed:Windbw (Impact) ", sheets 1 through 4 of4, dated 05/20/02 and last revised on 01- 04 -03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. 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 a series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No HETI 02 -1211, HETI 02 -1145A and HETI 02- 1145Ball dated March, 04, March 05 and April 3O , 2002 respectively signed and sealed by Hector M. Medina, P. E. C. CALCULATIONS 1. Anchor calculations, comparative and structural analysis, dated August 20, 2002, prepared by AI- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. D. MATERIAL CER'1114'1CATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia.Inc. for "Saflex /Keepsafe PVB ", expiring on 05/21/06. E. STATEMENTS 1. Statement letter of conformance and statement letter of no financial interest dated August 15, 2002, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance stated as part of above test reports. F. OTHER 1. Proposal 01 -0455, approved by BCCO dated 12 -13 -2001. E -1 ts`"'I t. -itt.a. shaq L Chanda, P.E. Product Control Examiner NOA No 02- 0826.03 Expiration Date: February 20, 2008 Approval Date: February 20, 2003 sheet i of 4 ) • • 08.04• •• • • • ••••• • • • • •••• I►•' • • • 3 1/6" MAX. FROM ENDS FC) • • • • o ••• ••0L- •••• • • •• • • • •• •••.- GDP -10 18" MAX. FALSE MUNTINS HEAD /SILL ,-- SURFACE APPLIED OPTIONAL GDP -7 •••• • • •• • • • •••• •••• • • • • • • USE DAQE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) Is•••� 33s• • 0.I6 pAG• • •;7' •• WINDOW 900TH • • • 33 3/4" DL OPG. • 37" WINDOW WIDTH TYPICAL ELEVATION TESTED UNITS SERIF.,, -510 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. FIXED WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF 11-15 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -85. ASCE 7 -93, ASCE 7 -95 OR. ASCE 7 -98 AS REQUIRED BY PREVAILING 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 CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • wc..omp1y14Y•{0k 1M4 iaw.sems-- ?m3 Zrdecvl FRAME HEAD /SILT" GOP -10 FRAME JAMB 00P -7 .300 A62 GLAZING STOP OOP -9 1180 045 .656 II II .750 .889 COVER CHANNI. GOP-8 Engn 98. HUUAYOU # OLIN FM000 STRUCTUR �C A.. 35339 7 9 2003 0 .b. crowing no. 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CU CU •••: O L (Z).9 /l -el 0'IL • • • • •0•L (L) .98 • (£) .4Z : 03L ....j1'lt ie$ • •(9) .o£ • CV IL • 044 -1 ••te •••• • 0'lL ..•••0'tt .99 034 ••••E044 .0£ • .61). ..(g) •(£) .4z • 0' IL .. 0'LL _ 0' IL • (Z) .9L 0'29 ••• •0, 9 (4) .Z4 0'IL • 0'h . •••e(m .95 • 0'1L . a. 1.4 E9' • •(£) .09 • 014 • • 0•=L .43 • • 0'LL •• 0'LL • (4 .e1 0'29 0'29 l4) .Z4 O'lL 0'14 (£) .92 0'IL 0'IL �gy (£) .02 0'lL 0' IL (£) .4Z 0' IL 0.14 - (0) .81. 0'1L 0'14 (4) .Z4 0'1L 0' IL (£) .99 0' IL 0' IL (9C)C (2) .0£ 01L 0' IL (2) .4Z IT IL 0'LL (Z) .9t (-) 'Mt ( +) '.u(3 H10N31 HLOLN .0. N' .9. '.Y. S3d4L SSV70 'S3VIa 410aNIM .9S.3 - X.LIOVdVO (MOT NJIsaa •••• • •• •••• • • ••• • • ••• •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 16Y WOOD BUCKS • METAL STRUCTURES (STEEL. OR ALUM. 1/8" MIN. THICK) STEEL : Fy — 38 KSI MIN. ALUMINUM : 8063 -18 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •••••• • • • • • • ••• •• • ••••'•• • • • • •••s• • • • • • •••• • • •••• #12 X 1" SMS • r FROM ENDS 1v; 9.C. TYP. • • • • •• •••• • • •••• • •••• ••• • ••• `SN�AION COVER WOOD BUCKS NOT BY GOPI GLASS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/16° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 3/16° DRILLFLEX OR EOUN. SELF DRRIIWO SCREWS (GRADE 5) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) 110 X 3/4" SMS (MIN. GRADE 2 CRS) INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS; FRAME CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Bzzdrg wRY the loam Nome 1YPICAL ANCHORS SEE ELEV. FOR SPACING 2 BY TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MUWON as MUWON ANCHORS 1 th bi o n o E 8 s.-.. 1 drawing no. W02 -50 sheet 3 of 41 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 13. 3. • • 0s ..g ••• • • • ••••• 1/4' MAX. SHIM • • • •• • • • • •• • • • • WOOD BUS • • • a • • • • • •••.•• •• •• • • •••• • • •••• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP. /BUPPLIER/R.BMARKS 1 00P -10 2 FRAME HEAD /SILL 6033—T3 — 2 00P -7 2 FRAME JAMB 8083 -73 — 3 GOP -8 4 GLAZI40 BEAD 6083 -75 — 4 OOP-8 AS RE ID. COVER CHANNEL 6083 -15 OPTIONAL 3 18 X 3/4' 2/ CORNER ASSEMBLY SCREWS — P.H. PHILIPS 8 112 X 1' AS REOD. GLAZING BEAD SCREWS • r FROM ENDS & I2' 0.C. - F.H. SMS TYPICAL ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SEPARATE NOA FOR MUWON AND MUWON ANCHORS CIRCULAR WINDOWS tr 2403 luso �3 Dmra. ft..-4.11..t1O114O WELDED JOINT AT ENDS WELDED JOINT AT ENI05 OP11ONAL CORNER HOlOe RECT. OR SQUARE WINDOWS TYP, CORNER DETAILS 'sgr= DR. HUMAYOUN FAR000 STRUCTURES FLA. PE i 18857 C.A.N. X538 r k 1 8 4 rdrowing no. W02 -50 sheet 4 of 4 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W.12a' Ave. Pompano Beach, FL 33069 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 fans 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 High Velocity Hurricane Zone of the Florida Building Code. ` DESCRIPTION: Series 338 Aluminum Fixed Window- Impact (Pt ixe) APPROVAL DOCUMENT: Drawing No. W03 -52 Rev-C, titled "Series -338 Aluminum Fixed Window (Impact) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on June 13, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 # 03- 0925.04 and consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • •• •• • • • • • • • • • • •• • • • • • •• • • • • • • • • ••• • - • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • MIAMI -DADE COUNTY, FLORIDA • • • 111ETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • MIAMI, FLORIDA 33130 -1563 • • • i T.M. Window & Door Co. • • ••• • • • ... • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • . • • • NOTICE OF ACCEPTANCE: 'E'V?DEAT6E StrgIV ITTED A. DRAWINGS (transferred from file # 03- 0925.04) • • • • • 1. Manufacturer's die drawings and.secl�ipns.::. • , • • • : • 2. Drawing No. W03-52 Rev -C, titl�xl ;SQries 338 A1&ninumliced Window (Impact.) ", sheets 1 through 4 of 4, preparedby Ai Farooq Corporation, dated 07/11/03 last revised on June 13, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. ji cc µcje4 pLr Pik, PA 201, 202 &203 -94 B. TESTS (transferred from file # 03- 0925.04 T e 1. Test reports on 1) Air Infiltration Test, p4 C, TAS -Q4 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, FTL -2784 (YIL00140), per PA 201 & 203 -94 and FTL -3803 (FTL03072), Per TAS 201, 202 and 203 -94 dated 11 /06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02-02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor verification per FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. (transferred from file # 03- 0925.04) D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding LLC for "SAF- GLAS", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Glasslam Safety Plus ", expiring on.09 -09 -2008. 3. Notice of Acceptance No.03- 1223.04 (# 99 -0302.04) issued to UCB Chemical Corp for "Uvekol ", expiring on.02 -08 -2009. F. STATEMENTS (transferred from file # 03- 0925.04) 1. Statement letter dtd 02 -22 -06 of compliance to FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E 2. Statement letter of conformance and "No financial interest", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 appro ved dated /16/03 by B CO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06-0320.07 Expiration Date: January 08, 2009 Approval Date: July 06, 2006 E -1 IRE= TRONotAU ssoo SUCONE 006 995 ®3 1s' X 1/2' • • TAPE • • 3/16' ANN. GLASS .060 POLYESTER SAFELY PUTS .010' PET .060' POLYESTER SAFETY PLUS 1/5' ANN. GLASS • • ••• •• • • ••• •• • • • ••• •• •• •• • •• •• • • ••• •• • • •• ••• • • •• ••• •• • • SIRE DOW CORNING 995 • • ••• • *Sloe TYPE.,'4 i • • • WET' PUP: CLASS NM. E.• • • • • . •vir •••• • • ••e• 3/16' HEAT STREN'0 GLASS • • .120 SVERIAYER UVEKOL —UO. RE901 3/15' BEAT ma to GLASS ® SILICONE IREAICD TRESIOUBE 5500 SNICONE DOW CORM 995 ,10 X 1 -1/4' P.H. 5118 AT 22' O.C. SIUCONE TREMOD IREUG{AZE GLASS TYPE 'C' BY UCB CHEMICAL CORP. 3/16' AWN. CLASS .060' POLYESTER .010' PET .060' POLYESTER 3/16' ANN. GLASS tiaI rw GX - GLASS TYPE '8' VLASSLAAI SAM( PLUS' BY NEBULA INTL INC. 3/16' HEAT SIAM GLASS .015 ADHESVE BY 11.0. .070' PO VAREI HATE BY SIR .015 ADHESVE BY SJA. 3/16' HEAT STRENND GLASS e TRIDICO TREINBA2E GLASS TYPE 'D' BY SECURITY � GLASS HOLDING INC. GLAZING OPTIONQ 3/16' TEMP. OUSE .015 ADHESIVE BY SJ.G. .070' POLYCARBONAIE BY SIG. 015 AOHESVE 6Y S:LG. 3/18' TEMP. GLASS 8' MAX. FROM MS OESUCONE F s N STAB PAIRS FALSE MUNTSIS SURFACE AMMO OPTIONAL 1 1 1 I1 ;' I 1 dt i - 11 ii - -,1 II 1i. U 11 �1 11 11 11 I II T_ ii it iI II 11 �t - -= =Tit 11 i1 11 11 • 11 IT 11 11 II 11 II 1i ji Il ,, jl 11 11 11 I 11 1; II 11 11 11 I1 11 11 1 11 r-- D L OPG. W NDOV1 WIDTH GLASS TYPE 'E' BY SECUIUIY IMPACT GLASS HOLDING INC. TYWCAL ELEVATIOA4 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 1 APPROVAL APPLIES 70 SINGLE FIXED WINDOWS. ALSO COMBINATIONS OF FIX ED/FIXED OR FRED WITH OTHER MIAMI—WOE COUNTY APPR D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIUSNG CODE 2004 EDITION (REV. 2000) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS 1407 SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWASLE STRESS IS USED N DESIGN OF WOOD ANCHORS ONLY. AU. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. '* 99. 16 AYC1A1 FARM STRUCTURES FlAuS, 3416 tataiiiiit- �plArlrr qt -0320.6 !•E+lir THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. JuN 1 3 2006 0 g tad a 0 U A drowtng no. W03 -52 (411.4.4t 1 .4.) • •••• • •••4 •• • ••• •• • •• • ••• • ••• • • • ••• DESIGN 1.0AD CAPACITY - 702 WINDOW DIMS. GLASS TYPE 'A' EWE TYPE 13' GLASS TYPE 'C' GIASS TYPE '0' GLASS TYPE 'E' VIDTH LENGTH EXT. ( +7 INT, i -7 EXT. ( +) INT. ( -) EXT. as 36' 42' 45* 54' •0' •6' 72' 35' 42' 48' 54' 60' see b•72' •36. • 442" 45' 54' •SO. •M" • 54' or 42' 45' 54' •0' 66' 72' 3•' 42' 4a' 54' •0' 55' 36' 42' 46' 54' 60' 66' 35' 42' 4e' 54' •0' 36' 42' 45' 5P 50' 524 54.0 47.5 45' 47.5 X X x% 62.0 52.3 xx 60' x% ;•� X • .* •••(X • Sao •••!X • X 7 • • X • • X5 • •tx e,�.sx • X)t •. •rx C X x •1(•x • * X X* • r •X•X • •1•XX • X% X xx X X X XX 102' XX X x% X X xx 155' x x xx xx xx zx xx 114' X X X XX. X XX 120' x x XX xx 62.0 55.0 594 754 017. ( -7 EXT. ( +7 75.0 90.0 INT. (-7 EXT. 07 54.6 59.0 59.0 75.0 47.5 30.0 50.0 75.0 76.0 90.0 60.0 95.0 904 984 INT. ( -) 064 954 47.5 50.0 09.0 75.0 X X 57.0 57.0 75.0 754 004 764 00.0 00.0 950 000 05.0 05.0 % % 54.5 54.6 75.0 XX x% XX 75.0 75.0 90.0 90.0 954 00.0 654 654 95.0 62.0 694 59.0 700 52.3 59.0 50.0 764 X X 57.9 57.9 . 75.0 %X X% - %x 75.0 XX %X XX 72.0 x16 •tTt, xX 72.0 X %• xx• XX 72.0 62.9 IMO. 394 75.0 X X• •564 • 66.0 75.0 XVs•CP1"• XX 75.0 XX (•*X,• XX 75.0 xx• X01 • xx • 72.0 XX•• 11X xx XX 754 60.0 75.0 90.0 754 904 50.0 95.0 00.0 95.0 65.0 93.0 75.0 904 73.0 50.0 72.0 72.0 90.0 05.0 90.0 954 504 93.0 72.0 05.0 95.0 994 95.0 72.0 72.0 72.0 72.0 75.0 00.0 75.0 90.0 754 00.0 754 504 720 72.0 X xx 720 954 724 903 50.0 05.0 904 05.0 90.0 93.0 50.0 054 724 90.3 954 50.3 95,0 95.0 954 95.0 003 XX ••X•X• XX X X X• JAS. • 554 75.0 XX �X,•%�• XX 754 XX•48'^ • X 754 XX••1545•• XX. 75.0 X%• XI XX X% X% • ♦IX I %x XX %X 4•XX XX X% XX XX %X 75.0 XX XX XX ' 75.0 xx xx XX 75.0 XX xx xx %X XX XX xx XX XX XX %X XX X% XX xx XX XX xx 75.0 00.0 75.0 90.0 75.0 57.4 754 77.7 XX %% X% ' 75.0 XX XX XX 75.0 XX X% X% X% XX XX %X %X XX x% %X %X Xx xx xx XX XX XX XX 754 XX %X XX 7.0 xx XX xx XX %X xx XX %X 75.0 90.0 75.0 77.7 XX XX XX XX xx XX xx XX 70.0 904 75 0 ' 004 xx xx xx xx xx x xx X 75.0 904 75.0 89.7 xx XX XX X XX x% X 52,1 X X 754 90.0 95.0 90.0 964 37.4 96.0 77.7 95.0 X X 92.9 X X 64.5 X X 77.4 904 96.0 90.0 95.0 77.7 96.0 XX 95.0 X X 94.9 X % 56.2 XX 79.0 90.0 954 904 954 X 95.0 XX 95.0 X x 693 X x 61.2 90.0 95.0 59.7 95.0 52.1 75.3 054 954 93.0 92.9 84.5 77.4 95.0 954 95.0 954 94.9 852 70.0 95.0 98.0 95.0 954 ooa 51.2 95.0 954 DESIGN LOAD CAPACITY - POF 110)OW DDoS. Wog TYPE 'A' GLASS TIPS 'E' GLASS TYPE ''C' GLASS TYPE 'D' GLASS TYPE 'E' VIETH LENGTH EXT. ( +7 INT. (-7 EXT. ( +) INT. (-7 EXT. (+7 INT. C -7 EXT. (+7 INT. ( -7 EXT. (+7 INT. ( -7 36' 42' 48' 54' 126' xx xx xx % X 75.0 75.0 00.0 90.0 95.0 95,0 %x %X xx XX xx xx xx XX 95.0 93.0 XX XX XX %X X% XX XX %X 95.0 95.0 XX XX xx XX xx %x xx xx 054 05.0 36' 42' 45' ••• 132' xx xx xx xx %x xx x% xx 65.0 05.0 xx .XX %X xx xx xx xx XX 05.0 95.0 %X XX XX XX %x %X x% XX XX XX XX %% XX 95.0 05.0 36' 42' 48' 138' .XX , XX XX XX , XX XX X% XX X% XX %X 95.0 054 95.0 95.0 XX X% %X XX %X XX X% XX 95.0 95.0 XX X% XX XX XX %X X XX 95.0 95.0 36' 42' 46' 144' "x% XX xx XX XX XX XX XX 95.0 95.0 XX XX XX X XX XX XX XX 95.0 95.0 xx xx X X %z XX XX XX 95.0 95.0 non DIM WIDTH LENGTH GLASS TYPE A' EXT. ( +7 DESIGN LOAD CAPACITY E PEN INT. 00 GLASS TYPE 'B' EXT, ( +7 D4T. 00 ELA88 TYPE 'C' EXT. ( +) CUSS TYPE b' GLA88 TYPE 19 -1/5' 25 -1/2' 37' 53 -1/3' 52.0 624 594 50.0 75.0 INT. 00 EXT. co DR 00 ExT. ( +7 INT. 00 2•' 62.0 024 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 594 594 764 904 90.0 95.0 93.0 62.0 59.0 59.0 75.0 754 75.0 90.0 90.0 95.0 06.0 19 -1/5' 26-1/2' 37' 53 -1/6' 19 -1/5' 26 -1/2' 37' 63 -1/0' 19 -1/8' 25-1/2' 37' 53-1/3 19 -1/5' 26 -1/2' 32' 53 -1/8' 30 --3/5' 62.0 62.0 52.0 504 89.0 50.0 50.0 754 754 764 004 40.0 90.0 90.0 95.0 05.0 9.0 95.0 62.0 624 594 594 75.0 764 90.0 90.0 054 95.0 59.5 59.5 80.0 59.0 764 754 900 90.0 05.0 054 02.0 62.0 594 50.0 75.0 784 904 90.0 954 95.0 50 -5/•' •24 52.0 59.0 594 75.0 75.0 00.0 90.0 05.0 05.0 02.0 62.0 59.0 59.0 73.0 78.0 80.0 90.0 95.0 95.0 45.3 48.3 59.0 59.0 754 754 90.0 90.0 954 964 62.0 62.0 504 594 75.0 754 75.0 55.3 05.0 95.0 63' 624 624 69.0 59.0 754 90.0 90.0 954 954 67.6 57.8 59.0 594 75.0 75.0 90.0 90.0 06.0 95.0 XX X xx XX 75.0 75.0 004 90.0 95.0 954 524 82.0 594 59.0 75.0 754 754 61.3 613 954 05.0 74-1/4' 524 62.0 50.0 75.0 90.0 90.0 95.0 954 XX xx 594 75.0 75.0 004 90.0 95.0 xx X 60.0 xx 754 73.0 00.0 00.0 05.0 95.0 75.0 754 61.3 51.3 95.0 95.0 xx X %X xx XX XX XX . X% XX XX X X X 75.0 XX XX , xx X %X X X X% XX XX %x x% %% XX XX %X XX X _ 75.0 X X XX X% Xx. XX X% XX X xX %X x% X XX X% ' xx %X X 794 ` 90.0 X X XX X X XX XX XX 78.0 90.0 X XX X X XX X xx XX % X 954 X x 95.0 X 05.0 x% 56.4 900 no X 95.0 XX 05.0 X X 954 X X 91.3 004 954 X x 05.0 X X 95.0 X X 96.0 X x 95.0 95.0 95.0 954 30.4 05.0 954 95.0 95.0 91.3 054 95.0 964 95.0 95.0 L i =EC WIDTH LL'YO� VERgGY HORIZONTALLY AS SHOO( PaeouCTUVISED =WO 110 INA& `i 0pir• L•n .n NOTE: GLASS CAPACmES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) 8: ASTM El 300 -02 (3 SEC. OUSTS) STRUCTURES PIA. PE 1[14537 CAN. 3536 JUN 1 8 2006 drawing no. W03 -52 (shoot ;of 4.) 0 WINDOW FRAME • • •••• • • • •••• s•• • • •. • • •••• • • • • •• • .• •• • •• • • • ••• '50 ••• • .iet• •• • •• • • • •• • •• • 0 G 11$ *STOP TUBE • • • • • •• • • • • • • • • A62 TWM • • • • s • •• • •• •• • • • •••• •••• .750 .7* •••• • •••• • • .. • • • • .062 GLAZING STOP TUBE GLAZING STOP EXTERIOR ANGLE L.J _7 Laloo 1 0 GLAZING STOP INTERIOR ANGLE 1781( PART / yummy =am= MATERIAL YANP AMENNERR/BRNA(3 1 01- 35277 -A 4 %M ON FRA1E 6063 -76 - 2 1216 AS 8600. CUMIN* STOP ME 6063 -76 - 24 PK -336 AS RE00. GLAZING STOP 1305 6063.13 - 3 BRA-1260 AS R1AO. GIAZO(G SM MIORMON NINE 6063 -75 - 4 BM-1960 AS R. SIAM STOP INTERIOR MOLE 6063 -76 - 6 - AS REDO. SUMO TAPE. RILL LENGTH - 3/16' x I/2' 6 110 x 1' - FRAME ASHY MBES - P.H. SMS 7 110 x 1 -1/4' - GlAMO STDP SCREWS - P.H. WS 8 5400 - GtA768 COMPOUND 80JCOIE TREYCO 7RiMMAZE QA 0E1200 - UA7M10 commute 06J5211E GE TYP. CORNER DETAIL Inn OR NUMAYMINN FW1000 STRUCTURES PTA. PE t51,65557 CAA. tasaticr MUM w =4yiKLy6e flw46I sMA t -d32b1•A} Ma14 /AW i 44 W03 -52J (*Mt 4TO 4) • PfPICAL ANCHORS SEE REV. FOR SPACING; 18Y OR 2BY MOOD BUCK • • • • • • ••• • • • ••a•• • • ••4 •I• 2 • • • • • • •• • • • • • • • • • ••• • • • • • • • 141433.. •A CHORS SEE ELEV. FOR SPACTNO TYPICAL ,ANCHORS; SEE aEV. FOR SPACING 114` TAP `f oI s INTO WOOD STRUCTURES 1 -3/4' MW. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4' MN. LIMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MW. CONC. 1-1/4' MW. EMBED INTO MASONRY OR CONC. j14 rafting( OR SELF DRAT MG sawn (SAE GLSiOE 5 Fy IWI. -i2 KSI) INTO METAL STRUCTURES STEEL : 12 GA. 3.105") MIN. (Fy a 38 KS1 MIN.) ALUMINUM : 1/8 THK. MN. (6063-T5 MW.) (STEEL IN OONTACT WITH ALUMINUM TO BE PLATED OR PANTED) .1.14.211 INTO APPROVED MULLIONS (NO SHIM SPACE) ROR) CONCRETE AND MASONRY - 2" MW. INTO W000 STRUCTURE a 1' MW. INTO METAL STRUCTURE - 3/4" MIN. CORNERS SEALED WITH SILICONE. WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'TYPICAL ANCHORS SEE ELEV. FOR APWD STRUCTURES FLA. PE 13551 CAM M.A JUN 13 2606 •200 iCiSEVISED the MOOD I 1 1 rWowing no. 03 -52 shoot 3 of 4 ) MIAMI- E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach, FL 33069 FfC�� • • ••• •• •• • • • • • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • MF.TRQ.DADE FLAGLER BUILDING • • ••• • • : ; let V IGESTTFLAM,LER STREET, SUITE 1603 • • • • • ' : ; ' ' :MIAMI, FLORIDA 33130 -1563 • • • • • • • (385) 3'15 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com • •• • • • •• •-•• •• • • ••. • • • • •• • • • • • • • •• • •. • • • • • • • • 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. it DESCRIPTION: Series "805" Aluminium Horizontal Rolling Window w/ wo Reinforcements-L.M.L (S c>) APPROVAL DOCUMENT Drawing No.S805-LM, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 02-12-2006, prepared by manufacturer, signed sealed by Kelvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABFI.1 NG: 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 # 04-0120.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06- 0329,02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 Page 1 . • ... • • • •.• TM Window & Door. Co : 5 1/2' MM Tok tS I. 74' MAX. AWE Tlwin8 Sr MAX. Nc MINT /AM 14 I/4 TYP 5 i/r MAX tf4D/ +WOlsu CORNERS 5 1/2' WX. RF Dl 61. CONNERS •• • • • • • l_t • .. 1111. ee▪ ee "a ii 000 •. • •••• • 1YP. AT 4464 • • • 1 ••••• • •• ••• •• • • • • 9FSI6N PRESSURE• (ALUMAUM REINFORCEMENT) IPOSITNE it • • • • 5 1/2' MAIL J 1TP. AT .•115 1E •••P 55.0 PST NEGATIVE — 55.0 PSF 7/18' OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 * i .. 1N: +90.0PF 7/16' OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL-3946 90.0 5 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 1300 -02 ° (3 SECOND GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.02 OF FBC EDITION 2004 SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (uNITS VNEWE) FROM EXTERIOR) SCALE: 1/2' - GENERAL NOTES 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS NUMBERS FTL -3946 AND FTL- 3995, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ABOVE) 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME, STRUCTURAL CONCRETE /CONCRETE BLOCKS & 'METAL STRUCTURE CONTRUCTIONS (SEE SHEET 4 OF 6) 3. GLAZING: 7/15" OVERALL LAMINATED HEAT STRENGTHENED OR ANNEALED WOOL—W. RESIN OR SENTRY GLASS PLUS (SEE CORRESPONDING DESIGN PRESSURE TABLES AND GLAZING DETAILS) 4. GLAZING METHOD: EXTERIOR GLAZED WITH 0 .455" PENETRATION, USING DOW CORNING 995 SILICONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT 15 APPLIED ON ALL PANEL AND FRAME CORNERS MO INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX /X0 (t55.0 PSF) OR OX /X0, XOX ( *90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING *TARTS BELOW BELOW EACH ELEVATION. 8. ANCHORAGE: SINGLE ROW OF FASTENERS SHALL BE AS LISTED AND SPACED AS SHOWN (SEE CORRESPONDING ELEVATIONS) 9. ATTACHMENT TO WOOD BUCKS AND SUBSTRATES: TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 10. SHUTTERS REQUIREMENT: NO SHUTTERS ARE REQUIRED. 11. THIS PRODUCT HAS BEEN DESIGNED AND RATED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONES. 12, ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. ■ rimoit .rrl.11odr• 0.'03 IM•don 2•77 �SlwgWoks a u S805 —LM I.R!T 1 CF5 • • • ...... •• • • • 0000 • • ••.•• • • •• • • ••• •••• • • •••• • . •• • • • • • •• •••• • • •••• re • •••• • • 1 S t6.xx t /4" otE ONE AT EACH SIDE OF SILL. COVERTICAL SECTION SILICONE BEAD JAMS 3 (LOCK SIDE) CROSS SECTIONS (190.0 PSF) EXTERIOR FRAME WIDTH (-3 -MEETING RAIL 3 (STEEL REINFORCEMENT) JAMS 3 (FIXED SIDE) §j rf4 g hi I F SERIES 805 ALUMINUM HORIZONTAL ROLLING WINDOW LARGE MISSILE IMPACT JAMB 3 (LOCK SIDE) MEETING RAIL 3 (STEEL REtNF.) riAMEETING RAIL 3 (STEEL REtNF.) 0. 100" SENTRY GLASS PLUS INNER LAYER BY DUPONT, OR 0.120' UYEKOL S LWUID -RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16' HEAT STRENGTHENED l7WVi0CTaMY26 raFigrAMMIldit (FIJAMB 3 (LOCK SIDE) S805 -LM SHEET aOF6 • • 00000 • 000000 • • i fi- 1 14 143r= -1 ons 1ITE ®. • • T91111'31A • • • FRAME`A ( FIXED SIDS • • • TM -132 FRAME JAMB (LOCK SIDE) • • • • • 000000 • • •• o ° •• • • ••••• I •.062 1.4•� • • L u ,__JJJ •• • • y::tn--- • ••e• x• •• • • i- -3064• • • • • 000000 .062 TM -134 FRAME SILL TOP TM -133A FRAME SKI. BASE TM -137 FIXED MEETING RAIL TM -140 MOVING MEETING RAIL 11d -139 SIDE RAIL (LOCK SIDE) L� a t VIP- , t 1.... , - a f- - -tt ITEM OUANTTTY PART No. MATERIAL DESCRIPTION LOCATION 1 1 114-116 6063 -16 ALUM. 3 1/8° LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 TM -1334 6063 -15 ALUM. FRAME SILL EASE WINDOW ROTTOM FRAME 4 1 TM- 130 6063 -16 ALUM. FRAME HEAD WINDOW TOP FRAME 6 Ku 1 TM -131A 6063 -T6 ALUM. FRAME JAMB FIXED WE, *55.0 PSF WINDOW SIDE FRAME 1 Fainwastrwi FRAME .1044 LOCK SIO WINDOW SIDE FRAME ©Q TM -131A 6053 -16 ALUM. FRAME JIJiB (FIXED SIDE, *90.0 --. WINDOW 5(06 FRAME 8 1 TM -134 5063 46 ALUM. FRAME -1 TOP WINDOW BOTTOM FRAME 9 Mil 1 INTERLOCK 1 12- 135 5063 -16 ALUM. FRAME Sill CUP ADAPTER 1 ' LONG WINDOW FRAME SILL, AT EACH INTERLOCK UNITS 1M -1 6 5063 -16 ALUM. FRAME SIU. TRACK WINDOW FRAME SILL 1 TM- 137 6063 -16 ALUM. FIXED MEETING RAIL WINDOW FRAME PI ® 2 1 TM- 36 6063 -16 ALUM. TOP AND BOTT•= WINDOW TOP do BOTFOM VENTS TM -139 6065 -16 ALUM. VENT SIDE RAIL LOCK • _ WINDOW SIDE VENT 14 1 TM- 140 6063 -16 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 /CITE -VENT TM -141A 6063-16 ALUM. EXTRUDE) GLAZING BEAD j *55.0 PSF) WINDOW GLASS PERIMETER 16 11111_ armaliroarnms t© 1 STRIP W312 ••L FIN SEAL WEATHERSTRIP - .270° x .220' HIGH . . P• JAMB P5043 •• ••. WOO FIN SEAL WEATHERSTRIP -.1 ;7 x . 370° HIGH SEAL WEATHERSTRP -.187' x .200' HIGH 1 7 18' 7 6` x 1 2" FIHSEAL PAD • �i;?.:J1;t•'M:• r )ia,4 olir• c (.it .?"4' FIXED & MIND MEETING - •I ANO 50.L TOP #<<.II K (!NLL • LOCK •- IIIIQ1Lr'�ilIII ®d - _ - � nab . WHEEL HOUSING ASSEMBLY WINDOW VENT 80TTOAI RAIL ENDS l . :540 x .740° x .063° GLAZING BEAD *90.0 - . WINDOW GLASS PERIMETER OX X0 KOX *90.0 -. n -,_ 7 us' OVERALL LAM. ANNEALED UVEKOL WINDOW FRAM NT '.� *..a..i- PRESSURE TABLES IF 11711111M1111 © 111013111 SEE ElEV 7 16° . - LAM. H.S. UVEKO SENTRY GLASS •'• FRAME 3 !L :• " -• URE T , 9 I GLAZING CQ POUND (DOW CORNING GLASS PERIMETER III=III=BZE2rll INSTALLATION FASTENER SEE SHEET 4 OF 6 •, . Ki ®orrionlig=. 171111111101111111 llegellitiL -1:i �7L ' NT HEAD WIND • • •, - /?''1'3-'i-'i -140,1 12 x 1' PH.SMS. ASST. FRAME CORNERS ' VENT CORNERS & TOP :• •M INTERLOCKS 1 - -- 6063 -16 ALUf1. 3 6/6' x .062° 56.L RISER (X0 /0X, X0X *90 P91) WINDOW FRAME SILL BASE, GLUED ON THE INFERIOR Ell 1 INTERLOCK - -- 6063 -16 ALUM. 1' x 1' x 1 8" THK. RE6110R0ING TUBE INTO MOVING MEETING RAIL X0 /OX *55.0 PSF T Y. ■ ••••••• STEEL A-513 11 0A) 1° x 1' REINFORCING TUBE 1NT0 MOVING MEETING RAIL (WO*. X0X *90.0 PSF) Al/ 2/INTERLOOK - 6063 -16 ALUM. 1° x 1/2" x 1/8" THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL (X0 /0X *55.0 PSF) 1 ♦I .I 114-154 6063 .46 ALUM. 1' x 13 16' x 1 8' x 4' LG. WINDLOAO CUP FRAME HEAD, ABOVE EA. VENT 7` O.G. 01 MEETING RAI 34. 2 /INTERLOCK - -- STEEL A -35 (11 GA.) 1' it 1_/2` REINFORCING CHANNEL INTO FTXE0 MEETING RA1L (XO/0X. XOX *90.0 -° 35 (2) 5TRLPS *31175 WOOL AN SEAL WEATHERSTRIP -.187` x .176' HIGH VENT TOP & 80710 I RAILS NOTE: (•) DENOTES FULL LENGTH I�,.s7r -i -7 TM -135 TOP AND BOTTOM 1(49. TM -115 VENT LATCH LOCK ff3ri 473• L T TM -141A 11►- --:•. EXTRUDED GLAZING BEAD TM-135 S&L CLIP ADAPTER TM -136 SILL TRACK 7�� .963• -^'1.749• ITEM4 GLAZING BEAD ANGLE 3 ae2e nu SILL RISER 1 b 1 d KELVYN WH191610. P.E. FLORIDA CERTIFICATE No.24140 j10 x 1• PH.SMS. 110 x 1" PH.SMS. ASSEMBLY SCREWS ASSEMBLY SCREWS • • •••••i1 • • •••••• • • • 1111'•• • • • • •1111• • • • • • • • • s • • •1•• •s• • • • • •••• 1••• •••••• • j12 x1 V4" PHSMs, ••••• As Mg fitEw •••• •••• •• • • 11• �p ? .02... M1 STILE SHOWN FOR OX APPLICATIONS. REVERSIBLE ON X0 APPLICATIONS. 110 x 1" PHSMS. ASSEMBLY SCREWS 110 x 1" PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL 110 x 1" PHSMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL 112 x 1 1/4" PHSMS. ASSEMBLY SCREWS FIXED MEETING RAIL FIXED VENT CORNER CONSTRUCTION DETAIL CONSTRUCTION DETAIL (XO /OX UNITS t90 PSF) • • • • • • • • • • • • • •• • • • • •• • a • • •• • • • • ••• • ••• • 1 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4' MAX. STIFF METAUJC SHIM 1 x 3/4 x 1/8 x 4' LONG, PRE- DRILLED & FACTORY INSTALLED ALUM. CUP (ITEM /33) AT FRAME HEAD ONLY. 23' FROM FRAME CORNER TWO jj100cl' PH, SELF DRILLING SCREWS WITH (TYP. FOR ALL APPLICATIONS) ELCO 1/4'• HH. taPCON (MUST PASS THRU CHANNEL, ITEM i33) ELCO 1/4• HH. TAPCON (MUST PASS THRU SILL CUP. ITEM #9) ELCO 1/40 HH. TAPCON (MUST PASS THRUM , ITEM {33) Z. i4 anlm I TO BE ENGINEERED SEPARATELY ALUMINUM: 8063 -T5 ALLOY MIN. ALUM.: Fy • 23 KSI MIN. STEEL:Fy•33 KSI MIN. (5 77 OR ALUM. 1 ! =` MIN. THICKNESS' 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF 'RECORD), TYPICAL 1/4' MAX. STIFF METALUC SHIM 12" LONG, PRE- DRILLED & FACTORY INSTALLED ALUM. SILT. CUP ADAPTER (ITEM j9) AT FRAME SILL INTERLOCKS ONLY. (TYP. AU. APPLICATIONS) ELCO 1/4'. HH. TAPCON • TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4' MIN. EMBED. TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BLCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1 8Y P.T. W00° BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD). TYPICAL. �. 4 ��-..1 1 I ELCO 1/4'0 DRILL -FLEX (GRADE 5) SELF DRILLING SCREW. 1/4' MAX. STIFF METAWC SHIM ELCO 1/4 "0 DRILL -FLEX 5) SELF DRU.UNC SCREW. TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 8063 -15 ALLOY MIN. ALUM.: Fy • 23 KSI MIN. STEEL: Fy • 33 KSI MIN. (STEEL OR ALUM. Or MIN. THICKNESS) •.4wa,.HUtOL -0729. p 2 race' SERIES 805 ALUMINUM HORIZONTAL ROWNG WINDOW LARGE MISSILE IMPACT LCO 1/4.4 FH. TAPCON 1/4' MAX. STIFF METALLIC SHIM EXTERIOR ELCO 1/4"0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) • • 000000 • • o••o• • • • 000000 00000 • • 00000 • 000000 • • . _ •s S• • • • 00000 1 HY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4 MAX. STIFF METALLIC VIM 1 x 3/4 lc x 4" LONG, PRE-DRILLED & FACTORY INSTALLED ALUM. CLIP (ITEM .33) AT FRAME HEAD ONLY, 23' FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO /10x1" PH. SW DRIWNG SCREWS (TYP. FOR ALL APPUCATIONS) ELCO 1/44 NH. TAPCON (MUST PASS NM CHANNEL, ITEM 133) ELCO 1/40 HH. TAPCON (MUST PASS 114RU SILL CUP. REM •a) 12` LONG, PRE-DRILUE0 & FACTORY INSTALLED ALUM. SILL OUP ADAPTER (ITEM #13) AT FRAME SILL INTERLOCKS ONLY. (11,P. ALL APPLICATIONS) • • • • ••• o• • • • lariPIHOASSrm, EL TAPCON 1/40 APCON (MUST L. ITEM �33) • • • • • • • •••• • •••• • • • • 1 TYPICAL HEAD/SILL TTACHMENT TO CONCRETE SUBSTRATE 1 1/4" MIN. EMBED. 1 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4"0 FH. TAPCON 1/4' MAX. STIFF METAUJC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE Ili TO BE ENGik INURED SEPARATELY ALUMINUM: 6083-T5 ALLOY MIN. (STEE OR ALUM. 1 'WIN. THICKNESS) ALUM.: Fy • 23 K51 MIN. STEEL.: Fy • 33 KSI MIN. % —, AT 1 2 BY P.T. WOOD BUCK. (TO BE ENGINEERED BY ARCHITECT OR ENGINEER OF RECORD), TYPICAL 1/4' MAX. STIFF METALLIC SHIM ELCO 1/4'0 HH. TAPCON TYPICAL HEAD/SILL ATTACHMENT TO WOOD SUBSTRATE 2 BY P.T. WOOD BUCK, (TO BE ENGINEERED BY PRCHRECT OR ENGINEER OF RECORD), TYPICAL 1 1/r MIN. EMBED. 1/4"0 FH. TAPCON 1/4' MAX. STIFF METALUC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE ELCO 1/4'0 DRILL-FLEX (GRADE 5) SELF DRIWNG SCREW. 1/4' MAX. STIFF METALUC SHIM ELCO 1/4"0 DRILL-FLEX (GRADE 5) SELF DRILLING • TO BE ENGINEERED SEPARATELY TYPICAL HEAD/SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMMUM: 6053-T5 ALLOY MIN. ALUM.: Fy • 23 KIR MIN. STEEL: Fy 33 KV MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) 1,110110CT SEVVOISI . zzigrth fiseido AWarlime isposlio aids ELCO 1/4"0 DRILL-FLEX (GRADE 5) SELF DRIWNC SCREW. 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OR 97601 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • .• • 0 • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ; VIAMI -DADE COUNTY, FLORIDA • TRO -DADS FLAGLER BUILDING 140•WI3ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • ,(305) 375 -2901 FAX (305) 375 -2908 •0 • • • •• ••0 • • 0••. • • • • •• •• •• • • • • • 000 •0 www.buildingcodeonline.com • 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 r material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing au 4--the $,HJ 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 Hairricane Zone. Fd DESCRIPTION: Series "6 -8!' Outswing" Glazed Steel Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of prepared by Jeld -Wen, Inc., dated 09/06/05 with revisiow `B" /08%06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product ControAp oval 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: " lV1iami -lade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 evidences page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D: Gaston, P.E. NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Page 1 Jeld -Wen, Inc. • . ... • • • ... • .. .. • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • NOTICE OF ACCEPT. J' 4 Save kiiklITTED .... .... ... • • • A. DRAWINGS 1. Manufacturer's parts and sections drawing... ... .. 2. Drawing No "JW0509- 03 -01 "; titer "par G}rtzed 6.tee1 Door Outswing 6-8" Lip Lite'.', sheets 1 through 6 of 6, prepared by , inc., dated 09/06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Alongt,7ith marked -up drawings and installation diagram of outswing steel door, prepares by National Certified Testing Laboratories, Te4t Report No. NCTL 210 - 3195 -1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 422/04/Q5, singed and sealed James J. Dobrowski , P. E. _. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE , - 1. idiatrepade Building Code Compliance Office (BCCO). E. MATERIAL CER'11F1CATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2, Ttst report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04/08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI- 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Westem Reflection Series Aluminum Glazed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/28/10. E -1 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Jeld -Wen, Inc. • • ... • • • ... • • • .. .. • • • .. • • • • • • • • • • • • • .. • • • • • ...... -. .... • .. • • ... .. .... ..... NOTICE OF ACCEPT.ANCU: NCESVBMITTED .... ... • • • F. STATEMENTS 1. Statement Letter of conformance anti lott,�rof "Na 8neial interest" issued Jeld -Wen, dated 11/02/05, signed and Seale brite; e;Si€fel 2. Statement Letter of conformance anti lbttdr of "NOTInMciai interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). 4 E -2 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 ; t , Iyt r -s .c �a b °i� `a 1¢ ,, _ q++ ► At A8TM �i t+Yid ,9u FJ' kW. to ¢.t a . .bX lYan In f' h hx . OS. NI anttitrati4panotworponsprth**0002,4 t * ' .'� th t- REF ASTRAGAL BOLT ITEM 5 12 A.O s: s-a -0 I frh JPR art a* tat :►W05Q9- 0.3 --01 stort . or _I rallEr Rcr 217.2MilyiefT)111, 14A1111 • • •• • • • ••• • • •••• • • •••• • • • • • • • •• • • • • •• COI a>7in�t.t.'" "s.YpES Trs D ,:. P7D 9;L .gAg1°?� 1111101r" .01=111 •••• • • • • •••• w, • • • • •• • • • • • • •••• •••• • • •••• • • •.. • • • °i l ' 4.7SI is `IM+Ely aft„ riill 22 11111.1 twwp pariarwiustripAlim ar • 041410 •. .. • • SEE L. DbUR. E RNG LtrAiipisIs Or* DOUBLE DIXR ANCHDRING LOCATIDNS NOTES: 1. SILLS ARE JOINED TO THE SIDE JAMBS 16 Go. 7/1 6` CROWN x 2' LONG STAPLES. TYPICAL JOINNG OF SIDE JAMB TO HEAD JAMS OR SILL o • • . II s • o • • ••• • • • • •• ••�• •••• • • • • • • •••• •••• • • • •• • • •• • • • •••• w••• • • •••• PETAL C STRIKE PLATES: TO JAMB •• • •• • • • • • Att. . A ETt1V0 DETAIL DETAIL a suoie PLATtt <10; 0 0 0 a 0 ASTRAGAL DETAILi, Fastener Spaagng• Endwet Ast*tr4ol, #8 x. p" PPH WS 0 0 ffSTii 4G . hINE�t EMT HOLE /t4NRY x 't pgp 8 DR4 4'8 .A • 0 SOLT ROLE 1-3/8* DEEP DETAIL E TTPIG44. ASTIWIAL STYE PLATE 1/T :/4 ALUM SPACER GLAZING 3/4' G t+YA LAZI �{, DETAIL tr.:Au o CLASS t)MT 0 T b1P ED .GLASS AIR SPACE Pva LAYER iiY CAtBa 9—.0.4 Ma NTS em JPR -03 -05 6 4 x 4'x• i 4t • • • • ••• .1257: •••• •••• • • -I 2:188" i.QG t F 2" LCt) / i MI 5063 '