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WS-08-821Ts :. :ms . *eS sA 2. s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/02/2008 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, JUAN CARLOS Job Address: 1177 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MR GLASS DOORS AND WIDOWS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (786)251 -7913 Parcel Number 1132050190350 Lot: Phone: (786)357 -7389 Building Department Comments WINDOWS AND DOOR REPLACEMENT 24 OPENINGS Passed 6r.f Inspector Comments 7,2„-o? Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 1, 2008 Page 1 of 2 NOTICE OF COMMENCEMENT N OR A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECI)R HARVE MIAMI PERMIT NO. WS 046 1 ? -I T A X FOLIO NO.1t33 -0S- Of 9 - 03501sT STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1 I m!'=IRIS 200 BROS10566 442 Ps 0491; {bas} ED 06/20/2008 11 :34:54 RUVIN, CLERK OF COURT DADE COUNTY, FLORIDA AGE 1. Legal description of property and street / address: u AI 100 Si n•l►ht)SN�LS Pk- 33138 tl.AnI f,Ilo&j $cc 9 RCV Pi 43-61 1 1 L -.w 1 .° T .1 L. I i v__ C • ' S 3 C . o c as e ' 1 4 4 % ; - az 942. • o - 9 - 9 - 2 . Description of improvement w:,N.OoLc, AND Aloe � P repEN - . a • 3. Owner(s) name and address: IJ iu8" / ST /'..4h1 ft Interest in property: O(NeJ2. Name and address of fee simple titleholder. tr 1/ pc, 100 ST p; AM 33t si 4. Contractor's name and address: IS L : : -C S .r r' .. 3 6S ST A E OF FLORIDA.COUNT OF DADE 5. Surety: (Payment bond required by owner from co r.,, ,t, tf v that Phis is a Prue copy dale Name and Address: N/A original filed in this office on 20 ciaziy Amount of bond $ ";� f /� v zo 6. Lender's name and address: WITNESS � and and Official Seal. 11EV F , �I 1. ArAa1 1 itt!, 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: ocuments may 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) D�J SignatGre of Owner Print Owner's Name / y� 12.e- Al-c-.140431 Prepared by ! t' (S ec7 W.) Sworn to and subscribed before me this a'( day of Tw E. , 20 02 j Address: >' a C' N� $ y S7 P2 . on aG 1'1 3 q.5) Notary Public: Print Notary's Name: My commission expires: Book26442 /Page491 CFN #20080510566 Page 1 of 1 f43 L L- 5lti�log ° Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Buil �c Roofing Owner's Name (Fee Simple Titleholder) / t4 RCA/4P t ric - 14,1PIAAl Phone # Owner's Address 1, 71 00 Cr City CArts 'o7 .5 State IF dl- Zip 37j'3 S% Tenant/Lessee Name Phone # Job Address (where the work is being done) // 771 C4 £. /Q r City Miami Shores Village County FOLIO / PARCEL # 39-0S - 0I/ 9- also Is Building Historically Designated YES NO Miami -Dade Zip ? ? / 3 9 Contractor's Company Name ,? R. G dtAs3 Phone # Contractor's Address S 966 S Lv c4- [ 5 City . -.4.11 I State Qualifier Name L) cvS C-1 J& /,A y& S State Certificate or Registration No. S C- C 13 1 1-50,19 Certificate of Competency No. Zip Phone # tS 3s �3 771-3'2 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ IC® (2)0 Type of Work: ['Addition (Alteration Describe Work: (A) i,N 00±4.2_11./V Square / Linear Footage Of Work: ❑ Demolition ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 0 Notary $ '--'- Training/Education Fee $ 1 -� Technology Fee $ ‘6' 30 Scanning $ 12 W Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ CC Structural Review. $ Total Fee Now Due $ (J ,50 , See Reverse side -* * Fees***************** * * * * * *, *, ** ** * * * * * * * ** * * * * * * * ** • CCF $ -(Q0 CO /CC Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the • Owner or Agent The foregoing instrument was acknowledged before me this ' day of A 4_ , 20O8 , by p7Q Ak. /t ,Lp1QN who is rsonally known to me or who has produced As • UBLIC: NOT Sign: Print: My Co ALEJANDRO PEREZ ;'= MY COMMISSION # DD776370 EXPIRES April 07, 2012 Florida . r ...: ice.com -�. ___._. � ..�.- ..L..L.a.- 4+ts= _.L.4✓.4..t m.4.bmm.4 m.t.m.4.�.u.A a _. L._. ` _. Signature '/ A4.4.11J114 Contractor The foregoing instrument was acknowledged before me this 3,2, day of /if �,�.. ,20®$,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY Sign: Print: ALEJANDRO PEA MY OMMISSION # D' PIRES , I07. rySeMce.• My Commission Expires: 0 ****ak*** ******* ak9kak*ak**akskak*ak***ak*akakak*% k* ************3•e***** APPLICATION APPROVED BY: (Revised 07/10/07) * * * * * * * * * * * * * *********** Bak ******* *** ******%X%1c*oKoF — 1-5,/err Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Off-, �)- Job Name 77 tier Date S S3 b8 BUILDING CRITIQUE SHEET 4th r Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; w S oC - » - I. DATE: o.f'/ J3 /0 9 I, A chc 7/4)\J Y, (4,4,6 Z. Aid-, ,,ce Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: /1 `� / ` J E / a ©S7 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village B ding Department to contj e permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 51 Iqt PERMIT CLEARK INITIAL: WINDO2 v • • • • 0* •• •s• • ••• • • • • • •• • • • • ••• Detailed Wind Load Design (Me Analysis by: LANDERS Company Name: Description: RESIDENCE, 1177 NE 100TH STREET, • • • • • • . • • •• • • • •• EDWARD-A. LAN RS, P.E. MIAMI, FL ©FtIDA : .' • • ••• User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (B) 40.00 ft Width Paral. To Wind Dir (L) 40.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.29 Flexible Structure No • _ • . • 0 5/16/2008 FIVE 1 9 ZOI •C31kulpted l'ar¢pters 1 - 1.•• Importance Factor • Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft al 6-5 Internal Pressure Coefficients for Buildin 6 %'gZ-( Village onditlon Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Max Gust Factor Category ti: Rigid Structures - Complete Analysis Zm pen Buildings Zmin 0.00 16.50 ft izm 0.55 Cc * (33/z)"0.167 �S5TE 0.2245 Lzm -0 I *(zm/33)"Epsilon Enclosed Buildings 435.28 ft Q (1/ (1+0.63 *((B +Ht) /Lzm)10.63))"0.5 0.8212 Gust2 0.925* 1 *Izm *3.4 *Q *Izm . :�__a +1.7 1 +1.7*3.4 Gust Factor Summary n1 ALL' _ 0 . to f G JSince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0133 -ni Shoe. al 6-5 Internal Pressure Coefficients for Buildin 6 %'gZ-( Village onditlon Gc I tit-U(3 Max I!- pen Buildings 0.00 '.11 Partially Enclosed Buildings 0.55 �S5TE Enclosed Buildings 0.18 -0 Enclosed Buildings j 0.18 -0.18 1 Developed by Meca Enterprises, inc. Copyright 2006 EDWARD A. LANDERS, P.E. EPT TO COMPLIAN WITH ALL DE ND COUNTY RULES AND REGULATIONS • • ••• • • • ••• • • * • ' ' • • 5/1/2008 • • . • * • * . :0,1'; • • ••• • • • • • • • • • • • • • ••• • • • • ••• WINDO2 v2 -21 ••• •� • Detailed Wind Load Design (Method 2) per ASDE i'Q2• • • • • • • Fiiure 6 -11 - External Pressure Coefficients.•Gtf '.' '.' '.• • ••• Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4 = => •• • • • • • •• ••• •• • • • • • • • • • ••• ••' 4.00 ft a Hipped Roof 7 < Theta <-27 Double Click on any data entry line to receive a helo Screen Component math (ft) span (ft) Area (ftA2) Zone GCp Nlnd Press (Ib /ft"2 Max Min Max Min WINDOWS 1 4.4 4 \.2 18.40 4 0.95 -1.05 52.49 -57.13 2 6.1 5.25 32.00 4 0.91 -1.01 50.53 -55.16 4 3.08 3.6 11.00 4 0.99 - 1.09 54.32 -58.95 5 6.1 4.2 25.60 4 0.93 -1.03 51.32 -55.95 6 4.4 3.6 15.80 4 0.96 -1.06 53.04 -57.67 7 3.08 4.2 12.93 4 0.98 -1.08 53.75 -58.38 8 6.1 3.6 21.90 4 0.94 -1.04 51.88 -56.51 9 3.08 6.65 20.40 4 0.95 -1.05 52.13 -56.76 10 5.85 6.65 38.90 4 0.90 -1.00 49.83 -54.47 11 5.81 6.65 38.90 4 0.90 -1.00 49.83 -54.47 112 4.2 6.65 27.20 4 0.92 -1.02 51.11 -55.74 13 3.08 6.83 20.40 4 0.95 -1.05 - 52.13 -56.76 14 1.7 6.83 11.61 4 0.99 - 1.09 54.13 -58.76 15 1.7 6.83 11.61 4 0.99 - 1.09 54.13 -58.76 17 1.58 3.16 4.99 4 1.00 - 1.10 54.66 -59.29 DOOR 3 7 21.00 4 0.94 -1.04 52.02 -56.66 0.00 0.00 0.00 0.00 ote: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page Ho. 2 of 2 • • • ••. • • • • • •:• •.••• ••. • ••••• *• • W1NDO2 v2 -21 •. • •. • Detailed Wind Load Design (Method 2) pe'r•AS'CE 7 -Q• •�: Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings VA • < < =•60 It .. • :• • ••• :'.: • • a •A • •• • • • .S. • • • • • • • • • •• • • • • jk • •— —• — • • • • 41—• • • • • • • • • • • ••• • • • • ••• I = = • • eeeeee • •• •.e. • • 000000 • e•••. • ••••• • • 000000 • • 000000 • • • 000000 Miami Shores Building Depariinent Zrodufit, $proval Schedule / Comparison Chart Address: 117/ #06-100 sl Permit No. 049- e • Product Approval Opening Design Rough Opening Shutter Required Mullion Required Design Pressure Pressure Size Yes / No Yes / No ening Des&iption of Window Product Acceptance iD • • o Door or Mullion Number +) PSF () PSF Impact qo coca onto 2 a Doc) IZ Q®b�. o 7--8D »0 A $0 So go /D ,o So 9, o Go 0 0 4,6 -oci -o3 ea -0 MIAMb� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W.12u' 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 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 "805" Aluminum Horizontal Rolling Window w/ wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No.S805 -L , ti iteteries 8Q umurum ' onzont • • o g "endow 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 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 # 04-0120.02 and consists of this page 1 and evidence page E - I, as well as approval document mentioned above. The submitted documentation was reviewed by lshaq 1. Chanda, P.E. • • • • •• ♦•• • • • • •• ••• • • • • •♦• • • • • • • • • ••• • • • • ••• • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • s ••• *• ••• •• !•e • 0 ••• •• ••• i • • • • ••• MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0329.02 Approval Date: July 13, 2006 Page 1 •• • • • • •• TM Window & Door. Co • •••': • • • • • • ••• • • • '!' • • • • •• •• • ••• • • •• • • "' • • • • ••• • • • ••• • ••• • •• • • • • •• • • • •• • • • • • • ••• ••• ••• ••• • ••• • • • • •'i i i .•• •• •• ' • ' ••• • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0120.01) 1. Manufacturers die drawings and sections. 2. 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 B. TESTS (transferred from file # 04-0120.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of alum horizontal rolling window ()COX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edumundo Largaespada, P.E. 2. Additional Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3995, dated 11 /13/03, signed and sealed by Edumundo Largaespada, P.E. C CALCULATIONS I. Anchor verification calculations dated 01 -31 -2006, complying FBC -2004, prepared, signed and sealed by Kelvyn Whitfield, P.E. 2. Anchor verification calculations and structural analysis dated 12 -31 -03 and last revised on 03 -17 -2004 prepared, signed and sealed by Kelvyn Whitfield, P.E. (transferred from file # 04-0120.01) D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite '? PVB ", expiring on 12/11/05. 2. Notice of Acceptance No. 03- 117.05 issued to "Surface Specialties Inc" for "Uvekol ", expiring on 02/08/09. (Rev NOA#02- 0429.06 -UCB Chemical Corp). F. STATEMENTS 1. Statement letter of FBC compliance, dtd 01- 31 -06, signed by K. Whitfield, P.E. 2. Statement letter of compliance dated 11- 10-03, issued by Fenestration Testing lab G. OTHER 1. This NOA revises # 04- 0120.01, expiring May 13, 2009. 2. Test Proposal dated 10 -23 -03 approved by BCCO. 3. "Uvekol laminator list" issued by Surface specialties, signed by J. Shaw, Ph.D. tc.k i (tic.ndA Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 06- 0329.02 Expiration Date: May 13, 2009 Approval Date: July 13, 2006 E -1 •• • • • +•• • •• • • • • • ••••••• • •• • �� 74' MAX. FRAYS �ID7N M •••• • •14 1/4' •••• • • unr. • IS • rill 11K%. TYP. AT HEAD /fit. Mill TYP. AT HEAD 5 1/2 MAX. HEAD /SILL CORNERS 74" MAX. FRAME WIDTH SB" MAX. VENT MOTH 14 5/9" MAL TYP. AT HEAD /SILL 3r MAX. 5 1/2" MAX. VENT YADTH TYP. AT NERD /SEL �1 CORNERS 111" MAX. FRAME WDTH 14 5 /8" MAX. HEAD /AT r"r" • • •••• • 00000 • ••••• • • g 191. 11 12g 1 Y2' YAK. I 1 Q S 1/2 MAX. AT JAYS ITEM 9 TYP. AT JAMB RNERS CORNERS DESIGN PRESSURE (ALUMINUM REINFORCEMENT) POSITIVE NEGATIVE +55.0PSF - 55.0PSF 7/16" OVERALL LAMINATED ANN. UVEKOL TEST REPORT No.: FTL -3995 I£ DESIGN PRESSURE (STEEL REINFORCEMENT) WITH 3 5/8" SILL RISER POSITIVE NEGATIVE + 90.0 PSF - 90.0 PSF 7/16" OVERALL LAMINATED H.S. UVEKOL OR SENTRY GLASS PLUS TEST REPORT No.: FTL -3946 1TE: 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 VIEWED FROM EXTERIOR) SCALE: 1/2" m 1, -0" 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: 7/16" OVERAU. LAMINATED HEAT STRENGTHENED OR ANNEALED UVEKOL -UQ. 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 SIUCONE AND ALUMINUM GLAZING BEAD (SEE GLAZING DETAILS) 5. SEALANTS: A NARROW JOINT OF SEALANT IS APPUED ON ALL PANEL AND FRAME CORNERS AND INSTALLATION SCREW HEADS. 6. CONFIGURATIONS: OX /X0 ( ±55.0 PSF) OR OX /X0, XOX (±90.0 PSF) 7. DESIGN PRESSURE RATING: SEE CORRESPONDING CHARTS 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 TESTED 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. J PROJECT MUM AWkfftras • •IayMfIY� moo: W ilms S801 SHEET • • • • • • • •• • • • ••• • • •• • • •••• •••• • • •••• • • • •• • • • • ••• • • 0 w •••• • •••• • • •• • • •• • •• •• •• 1 5 /16" x 1/4" WHEEP HOLE ONE AT EACH SIDE OF SILL 0 VERTICAL SECTION 2 OJAMB (LOCK SIDE) CROSS SECTIONS ( ±55.0 PSF) EXTERIOR FRAME WIDTH 3 MEETING RAIL 2 (ALUM. REINFORCEMENT) 0.120" UVEKOL S UQUID —RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" ANNEALED 3/16" ANNEALED DOW CORNING 995 EXTRUDED GLAZING BEAD fY fe- 0 Ic w GLAZING DETAIL SCALE: FULL SIZE OJAMB (FIXED SIDE) raw =REVISED «comply with *be rrew Bidding Code Mc pta ee No 06�o 2y oL aspiration D teMA y. gi 7,00? st�� (. Lk; �< ! control KELVYN tiYHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 0 T M L/TAIT1r11.! SERIES 805 ALUMINUM S8, • • • L® �� S Nit1 Nil t1/4„ le • • •• • • •• • • •••• • • •••• • • • • • 0 • •• • • ••• • • ••. • •••• 1 5_/16° x 1/4" WHEEP HOLE ONE AT EACH SIDE OF SILL. • SILICONE BEAD X11 VERTICAL SECTION 3j II EXTERIOR FRAME WIDTH (r )JAMB 3 MEETING RAIL (Z )JAMB (LOCK SIDE) 3 (STEEL REINFORCEMENT) (FIXED SIDE) CROSS SECTIONS ( ±90.0 PSF) 0 JAMB (LOCK SIDE) EXTERIOR FRAME WIDTH TMEETING RAIL (T MEETING RAIL (STEEL REINF.) l3 (STEEL REINF.) 3/16" HEAT STRENGTHENED 0.100" SENTRY GLASS PLUS INNER LAYER BY DUPONT. OR 0.120" UVEKOL S UOUID -RESIN INNER LAYER BY SURFACE SPECIALTIES, INC. 3/16" HEAT STRENGTHENED ritownimeist ilsapnwideib DOW CORNING 995 GLAZING BEAD .455" GLASS BITE A :w #,..3 `.o2 aspiratim fc'7Y7C GLAZING DETAIL SCALE: FULL SIZE OJAMB (LOCK SIDE) SERIES 805 ALUMINUM S80 SHEET • • • •• ••••16 • • •••• • • • • • • 000000 1 BY P.T. WOOD BUCK, (TO BE •ENGINEERED BY ARCHITECT OR •ENGINEER OF RECORD), TYPICAL • 1/4° MAX. STIFF METALLIC SHIM • • 1 x 3/4 x 1/8 x 4° LONG. PRE - DRILLED & ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU • EL, ITEM #33) • •• • •••• •• •••• • •••• FACTORY INSTALLED ALUM. CLIP (ITEM #33) AT FRAME HEAD ONLY, 23° FROM FRAME CORNER (VENT SIDE ONLY), ATTACHED TO FRAME WITH TWO #10x1" PH. SELF DRILLING SCREWS (TYP. FOR ALL APPUCATIONS) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM #33) ELCO 1/4 "0 HH. TAPCON (MUST PASS THRU SILL CUP, ITEM #9) 12" LONG, PRE - DRILLED & FACTORY INSTALLED ALUM. SILL CUP ADAPTER (ITEM #9) AT FRAME SILL INTERLOCKS ONLY. (TYP. ALL APPUCATIONS) TYPICAL HEAD /SILL ATTACHMENT TO CONCRETE SUBSTRATE 1 1/4" 1 BY P.T. WOOD BUCK, (TO BE MIN. ENGINEERED BY ARCHITECT OR EMBED. ENGINEER OF RECORD), TYPICAL ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE 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 ARCHITECT OR ENGINEER OF RECORD). TYPICAL 1 1/2" MIN. EMBED. ELCO 1/4 "0 FH. TAPCON 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO WOOD SUBSTRATE i TO BE ENGINEERED SEPARATELY ALUMINUM: 6063 -T5 ALLOY MIN. ALUM.: Fy ® 23 KSI MIN. STEEL: Fy 33 KSI MIN. (STEE OR ALUM. 1 " MIN. THICKNESS) �I/ I'111► -% ELCO 1/4°0 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM ELCO 1/4 "0 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. 4,,,",„",,""",",„,"""„‘"„„. 1 . r, 0 11 TO BE ENGINEERED SEPARATELY TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) TO BE ENGINEERED SEPARATELY ALUMINUM: 8083 -T5 ALLOY MIN. ALUM.: Fy 23 KSI MIN. STEEL: Fy 33 KSI MIN. (STEEL OR ALUM. 1/8" MIN. THICKNESS) R 181MXT REVL9R0 ri=ewMiIkeOlen& ,tee kidoireg 1�4adaeRele/'hty abbe ELCO 1/4 "0 DRILL-FLEX (GRADE 5) SELF DRILLING SCREW. 1/4" MAX. STIFF METALLIC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) SERIES 805 ALUMINUM iE S8C .1362" • • • • • ".4 .992" •.�.!� • -4 .873" • TM -131A 'FRI ME•J tMB ( FIXED S* ) • • • • • • • • • TM -132 • • FROVE JAMB (LOCK SIDE) • • TM -130 FRAME HEAD TM -133A FRAME SILL BASE TM -134 FRAME SILL TOP TM -137 FIXED MEETING RAIL v , 1 S.../ 1 1 V 1 0-\ 1 1-- 1- 1 1.-. REM QUANTITY PART No. MATERIAL DESCRIPTION LOCATION 1 1 TM- 118 6063 -T6 ALUM. 3 1/8" LONG SPRING LOADED VENT LATCH WINDOW VENT SIDE RAIL MIDSPAN (LOCK SIDE) 3 1 TM -133A 6063 -T6 ALUM. FRAME SILL BASE WINDOW BOTTOM FRAME 4 1 TM -130 6063 -T6 ALUM. FRAME HEAD WINDOW TOP FRAME 5 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *55.0 PSF) WINDOW SIDE FRAME 6 1 TM- 132 6063 -T6 ALUM. FRAME JAMB (LOCK SIDE) WINDOW SIDE FRAME 7 1 TM -131A 6063 -T6 ALUM. FRAME JAMB (FIXED SIDE, *90.0 PSF) WINDOW SIDE FRAME 8 1 TM -134 6063 -T6 ALUM. FRAME SILL TOP WINDOW BOTTOM FRAME 9 1 /INTERLOCK TM- 135 6063 -T6 ALUM. FRAME SILL CLIP ADAPTER (12" LONG) WINDOW FRAME SILL, AT EACH INTERLOCK (ALL UNITS) 10" 1 TM -136 6063-T6 ALUM. FRAME SILL TRACK WINDOW FRAME SILL 11 1 TM -137 6063 -T6 ALUM. FIXED MEETING RAIL WINDOW FRAME 12 2 TM -138 6063 -T6 ALUM. VENT TOP AND BOTTOM RAIL WINDOW TOP & BOTTOM VENTS 13 1 TM- 139 6063 -T6 ALUM. VENT SIDE RAIL (LOCK SIDE) WINDOW SIDE VENT 14 1 TM- 140 6063 -T6 ALUM. MOVING MEETING RAIL WINDOW SIDE VENT 15 4 /UTE -VENT TM -141A 6063 -T6 ALUM. EXTRUDED GLAZING BEAD ( ±55.0 PSF) WINDOW GLASS PERIMETER 16 (1) STRIP W31225 WOOL FIN SEAL WEATHERSTRIP -.270" x .220" HIGH FRAME POCKET JAMB 17 (1) STRIP W43371 WOOL FIN SEAL WEATHERSTRIP -.187" x .370" HIGH FRAME POCKET JAMB/VENT SIDE RAIL (LOCK SIDE) 18 (1) STRIP W43201 WOOL FIN SEAL WEATHERSTRIP -.187" x .200" HIGH FIXED & MOVING MEETING RAILS AND SILL TOP 19 3 P5043 WOOL 1 7/16" x 7/8" x 1/2" FINSEAL PAD FRAME TRACK (INTERLOCKS & LOCK ENDS) 20 2/VENT --- PLASTIC /BRASS WHEEL HOUSING ASSEMBLY WINDOW VENT BOTTOM RAIL ENDS 21 4/VENT - -- 6063 -T6 ALUM. .540" x .740" x .063" GLAZING BEAD ( ±90.0 PSF) WINDOW GLASS PERIMETER (OX /X0, XOX ±90.0 PSF) 22 2 - -- GLASS 7/16" OVERALL LAM. ANNEALED UVEKOL WINDOW FRAME/VENT (SEE DESIGN PRESSURE TABLES) 23 2 OR 3 - -- GLASS 7/16" OVERALL LAM. H.S. UVEKOL /SENTRY GLASS WINDOW FRAME /VENT (SEE DESIGN PRESSURE TABLES) 24 AS REQ'D 995 SILICONE GLAZING COMPOUND (DOW CORNING) GLASS PERIMETER 25 SEE ELEV. - -- STEEL /PLATED INSTALLATION FASTENER (SEE SHEET 4 OF 6) WINDOW FRAME PERIMETER 26 2 /CUP - -- STAINLESS STEEL #10 x 1/2" PH. SMS. VENT HEAD WINDLOAD CLIP 27 10 - -- STAINLESS STEEL #12 x 1" PH.SMS. (ASSY.) FRAME CORNERS 28 12 - -- STAINLESS STEEL #10 x 1" PH.SMS. (ASSY.) VENT CORNERS & TOP /BOTTOM INTERLOCKS 29 1 - -- 6063 -T6 ALUM. 3 5/8" x .062" SILL RISER (XO /0X, XOX ±90 PSF) WINDOW FRAME SILL BASE, GLUED ON THE INTERIOR 30 * 1 /INTERLOCK - -- 6063 -T6 ALUM. 1" x 1" x 1/8" THK. REINFORCING TUBE INTO MOVING MEETING RAIL (X0 /0X *55.0 PSF) 31 * 1 /INTERLOCK - -- STEEL A -513 (11 GA.) 1" x 1" REINFORCING TUBE INTO MOVING MEETING RAIL (XO /OX, XOX ±90.0 PSF) 32 * 2 /INTERLOCK - -- 6063 -T6 ALUM. 1" x 1/2° x 1/8' THK. REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX ±55.0 PSF) 33 1/VENT TM -154 6063 -T6 ALUM. 1" x 13/16° x 1/8" x 4" LG. WINDLOAD CUP FRAME HEAD, ABOVE EA. VENT, 7" 0.C. OF MEETING RAIL 34. 2 /INTERLOCK - -- STEEL A -36 (11 GA.) 1" x 1/2" REINFORCING CHANNEL INTO FIXED MEETING RAIL (XO /OX, XOX *90.0 PSF) 35 (2) STRIPS W31175 WOOL FIN SEAL WEATHIj* ■ HIP -.187" x .175" HIGH VENT TOP & BOTTOM RAILS NOTE: (") DENOTES FULL LENGTH TM -140 MOVING MEETING RAIL TM -139 SIDE RAIL (LOCK SIDE) j__ r 1.375'1 r r.062 (, TM -138 TOP AND BOTTOM RAIL TM -118 VENT LATCH LOCK TM -135 SILL CUP ADAPTER .480" 11 1 A77" --I .313" T 1'•--1.42ti' -17 TM -136 SILL TRACK .3629• ITEM " SILL RISER PAOiluC1 paLV su• r w1010.9rMl meadeasellf TM -141A aikido EXTRUDED GLAZING BEAD 44w4 Mbar ITEM GLAZING BEAD ANGLE /Z KELVYN WHITFIELD, P.E. FLORIDA CERTIFICATE No.24140 SERIES 805 ALUMINUM 1 S80° swot f. #12 x 1 1/4" PH.SMS. ASSEMBLY SCREWS #10 x 1" PH.SMS. ASSEMBLY SCREWS #10 x 1° PH.SMS. ASSEMBLY SCREWS • • • • •• • • • • • • • • ••• • •••• • • •••• • • •••• #12 x 1 1/4" PH.SMS. ASSEMBLY SCREWS • •• • • • • WOWS ra oZ STILE SHOWN FOR OX APPLICATIONS. REVERSIBLE ON XO APPUCATIONS. #10 x 1" PH.SMS. ASSEMBLY SCREWS #10 x 1° PH.SMS. ASSEMBLY SCREWS WINDOW FRAME CORNER CONSTRUCTION DETAIL #10 x 1" PH.SMS. ASSEMBLY SCREWS OPERABLE VENT CORNER CONSTRUCTION DETAIL FIXED MEETING RAIL CONSTRUCTION DETAIL #12 x 1 1/4" PH.SMS. .:.,..ASSEMBLY SCREWS FIXED VENT CORNER CONSTRUCTION DETAIL (XO /OX UNITS ±90 PSF) SERIES 805 ALUMINUM S8C stes MIAMI CE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1 "x Std. Wall - Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: awing Na 220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load. Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G. con, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 J I l e D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 H2 M1 // i H1 -W2 W2 -12 MULLED 3OVE X ALLOWABLE :E TABLES )R H1 +H2 )R WI +W2 )R W1 +W2 W1 ij W2 `.4 W3 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED w /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = Wi +W2 OR W24-W3 MULL LENGTH = Hi ;REASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8", "C" OR "0" BOTH ENDS MULLIONS H i W1 i W2 W = W 1 +W2 ) WINDOWS MULLED TOGETHER R DETERMINING MAX ALLOWABLE ESJGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? WI +W2 MULL LENGTH = H MULLION FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFEIS COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. FOR IMPACT AND NON — IMPACT APPLICATIONS. IRTS: FTL -2902, 2903 AND 2975. RON NOA: 04-0721 .01 , 03-0225.05 A NDS --2001 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— u 111 nl A1n nnn r- nn rI A rn tr+n At rn r+ r1 11- 1 It t 1 11 1 ." TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Revsd F.K. Revsd By F.K. Dot : Revisions 5/30 /06 D ADD 5fDot : C Revisio—ADD ns 8/06 Drawn By P.J.P. Dote: 4/28/00 Description: 1 " .STANfARn WI \\ cX ] f/ 1 /// H W1 ij W2 `.4 W3 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED w /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = Wi +W2 OR W24-W3 MULL LENGTH = Hi ;REASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8", "C" OR "0" BOTH ENDS MULLIONS H i W1 i W2 W = W 1 +W2 ) WINDOWS MULLED TOGETHER R DETERMINING MAX ALLOWABLE ESJGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? WI +W2 MULL LENGTH = H MULLION FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFEIS COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. FOR IMPACT AND NON — IMPACT APPLICATIONS. IRTS: FTL -2902, 2903 AND 2975. RON NOA: 04-0721 .01 , 03-0225.05 A NDS --2001 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— u 111 nl A1n nnn r- nn rI A rn tr+n At rn r+ r1 11- 1 It t 1 11 1 ." TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Revsd F.K. Revsd By F.K. Dot : Revisions 5/30 /06 D ADD 5fDot : C Revisio—ADD ns 8/06 Drawn By P.J.P. Dote: 4/28/00 Description: 1 " .STANfARn WI 5LL NO I L ,S UUNC KL I t #12 SCREW, SEE NOTE 3 MULLION TO MULLION INSTALLATION, DETAIL "A" 1x MULLION #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 SAL MULLION TO STRUCTURE WITH WOOD BUCK, DETAIL "8" NIS IN MIAMI —DADS COUNTY, USE ONLY MIAMI —DADS /4" TAPCONS OR 1 /4 " SS4 CRETE —FLEX MASONRY SEE s ; t = ; NICE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 .NT.• TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 1 JSE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" ' ANCHORS. MIN. EMBEDMENT 1 1/2" 4SE MATERIAL SHALL BE BEYOND WALL DRESSING OR PGT 1 x MULLION—sr- 2- ULLION --- 2h(TYP)11(T, $ SEE f NOTE 1 TYPICAL MULLION TO STRUCTURE WITh BUCK REMOVED FROM CONC. , DETA r2" OR 4"--1 f SEE NOTE 1 • TITY OF ANCHORS SEE SHEET 5. FOR ANCHOR QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP OF ANCHORS FROM CLIP —TO— OPENING ER CLIP). %NCHORS SHOWN ABOVE ARE FOR PICTORIAL )R CORRECT QUANTITY OF ANCHORS, REFER TO -r c r,44, 1( rI Ir A Pins In A nI r IL 1i 11 1 r,r7r A A ITN WOOD BUCK #12 F) OPPOS TO INT, SEE M MASO TYPICAL MULLION TO STRUCTI WOOD BUCK AND CONC., DE TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Revsd F.K. Dote: Revisions 5/30/06 D -MODIN Revsd By: F.K. Date: Revisions 5/8/06 c ADD Drawn By: Date: P.J.P. 4/28/00 Description: 1 " STD. WALL. C AMAX. r A/2 AMAX. f— LA MIN.TYP —'j ~g 3 •�BMIN. 1 -4MAX. E—Gke../ 4 gMIN.J 1, 16 0 14MAX. 0 TWO (2) ANCHOR qD FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION r 1V1VLL L.ur W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 BMIN.��A� O ONE (1) ANCHOR LOCATION .(3)EQ. SP. @ (A -3/4)/ -- -8M1N. TYF $MIN.J A O THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Revsd Dat : Revisions 5/3 %6 0 —N0 c Revsd Sy: F.K. Dot : Revisions 5/8/06 C -REVD Drawn By: Date: P.J.P. 4/28/00 Description: 1 " .STT7 WAI I A r lx STD. WALL MULLS MATT.: 6063 —T6 1 13 4 1 TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Det : Revisions 1/9/06 6 —NO t Dot : Revisions 5/8/06 C —NO t Do e: 4 28/00 1" STD. WALL. M 1 %0 ♦ 1 • I NO ♦ r N.0 ♦ 0 1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 107 104 103 103 103 103 103 103 67 63 61 61 61 61 61 61 55 52 50 49 49 49 49 49 44 41 39 38 38 38 38 38 31 29 27 26 25 25 25 25 27 24 23 22 21. 20- 20 20 23 21 19 18 18 17 17 17 17 16 - • - - - - - 15 - - - - - - - 72 71 90 81 74 69 65 63 - '` Mul' Vertical Mull Width --r Mull Length _t Horizontal Mull Opening Width l Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1 /4 " TAPCONS, EMBED. (1 1, 1/4" SS4 CRETE —FLEX, EMBED. (1 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Dat Revisions. 5/30/06 D —NO C Dat Revisions. 58/04 C —MARK Drawn By: Dote: P.J.P. 4/28/00 Description: 1 " STD. WALL. P OPENING WIDTH IN INCHES 70 80 90 100 110 120 130 160 '.) A 0 B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B S) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 70 170 170 170 170 170 170 170 70 170 170 170 170 170 170 170 70 170 170 170 170 170 170 170 70 170 162 158 157 157 157 157 57 143 134 127 124 122 122 122 41 128 119 112 108 106 106 106 27 115 106 100 96 93 92 92 05 95 87 81 77 74 72 71 90 81 74 69 65 63 61 59 33 74 68 63 60 57 55 53 35 59 53 ' 49 46 44 42 40 53 47 43 39 37 35 33 31 - '` Mul' Vertical Mull Width --r Mull Length _t Horizontal Mull Opening Width l Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1 /4 " TAPCONS, EMBED. (1 1, 1/4" SS4 CRETE —FLEX, EMBED. (1 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES INDUSTRIES Dat Revisions. 5/30/06 D —NO C Dat Revisions. 58/04 C —MARK Drawn By: Dote: P.J.P. 4/28/00 Description: 1 " STD. WALL. P MtAM40ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beach, FL 33069 • • ••• • ••••• • • • ••• •• .•. • . • • • ••. • • • • • • • • •.• • • • • . ••• : • • ••• o ••e •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • ••• • • • • • •• ••• • •• • • • • • •e• •• • • •• • • • • • ••• • • • • • • • • • • ••• • • • • • • ••• • • w•e •• o ••• • • • • •• • •• •• • • 0 • e • •• • •• • • • • e•• •• e T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0327.03) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -95., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on 10-10 -2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (Transferred from file # 06- 0327.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3053, dated 07/01/02, signed and sealed by Luis Antonion Figueredo, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS(Transferred from file # 06- 0327.03) 1. Anchor verification calculations dated 03- 07 -06, complying with FBC -2004, prepared by Al- Farooq Corp., signed and sealed by Dr. Humayoun Farooq, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated 10- 15 -02, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E.( 3. Glazing complies w/ ASTME- 1300 -98 & -2002. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer", expiring on 03/04/09. E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 02 -24 -2006 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. F. OTHER 1. This NOA renews # 06- 0327.03, expiring December 26, 2007. 5 °( ',viol L Chanda, P. E. Product Control Examiner NOA No 07- 1010.21 Expiration Date: December 26, 2012 Approval Date: February 21, 2008 E -1 148° SURFACE APPLIED FALSE MUNTINS MAY BE USED •••• • • ••••• s••• • 0 6•• ' iaa • • • .•W f•• • 0 •••• • 000000 • • • • • •• • ANCHORS AT MTG. STILE ENDS (4) REQD. FOR WOOD INSTALLATIONS (2) READ. FOR CONC. INSTALLATIONS FRAME WIDTH 8° 13` MAX. © O I 1 O - - I��I HEAD /SILL f fl / \ / I I\ • •1 • • .•••11 MIO ••• •••• SIDELfTE WIDTH DOOR FRAME WIDTH 1XXT' SERIES -230 ALUM OUT - SWING DOOR w/ SIDELA DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. THIS PRODUCT HAS BEEN DESIGNED AND IE.ItU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCFIY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDi10NS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • SIDEUTE WIDTH 5° MAX. HEAD /SILL CORNERS ANCHORS AT MTG. STILE ENDS (4) READ. FOR WOOD INSTALLATIONS (2) READ. FOR CONC. INSTALLATIONS SURFACE APPUED FALSE MUNTINS -\ MAY BE USED 71 5/8° FRAME WIDTH 8° 13° MAX. 1 1 1 ITT—HEAD I 't iN / \ 11 1i / \ it 1 1 - /1 (� +\ / ;� VI _\ = =1 - -1= > \ 11 � 11 / \ II ___ 1 II_ . lT n 1{ \� 1✓ . IN- Ail" - E AC1'�VE 1 1 \ / I I - - -t}— 'H - - - II � 11 \ / 11 o \G/ tt \ I/ TYPICAL ELEVATION TESTED UNITS 5° MAX. HEAD /SILL CORNERS 0 T ROti la XX) elae. d6- - -`3eo� �yrtlosJ- PRODUCT RENEWED sacomptyiog with the F1orMTa Belding Code Noo7- /0/O•yl Aseeptanee spleatiom Date £'•4 744 zo12. )won 1,c R LAMINATED GLASS SMALL MISSILE IMPACT Engr. DR. .N A FAR000 FLA. PE # 18557 CAN. O(1 i 11 200; 0 0 0 N Z 9' •8 1 drawing W02— [sheet 1 of TYPICAL ELEVATION TESTED UNITS 5° MAX. HEAD /SILL CORNERS 0 T ROti la XX) elae. d6- - -`3eo� �yrtlosJ- PRODUCT RENEWED sacomptyiog with the F1orMTa Belding Code Noo7- /0/O•yl Aseeptanee spleatiom Date £'•4 744 zo12. )won 1,c R LAMINATED GLASS SMALL MISSILE IMPACT Engr. DR. .N A FAR000 FLA. PE # 18557 CAN. O(1 i 11 200; 0 0 0 N Z 9' •8 1 drawing W02— [sheet 1 of • • • =ELITE MUWON - DESIGN LOAD CAPACITY - PSF PANEL DIMENSIONS GLASS TYPE A' WIDTH HEIGHT EXT. (4.) INT. ( -) 3' -0" 7-0" 65.0 65.0 3' -1 5/8" • 71►41" 65.0 65.0 1•. " • • A • eira 65.0 65.0 0 3'-1•5/8" • • 846 • • •62.6 ••...• • • • - • • GLASS CAPAIXDES dA•irk1E CHARTS AIE BASED aN C ASTM E1300 -98 (20 SEC. WIND) • • • B: ASTM E1300-02 (3 SEC. GUSTS) WSW • "'• FLEXIBLE O COMPLY WTIHWE •,, 4403.2 OF 2 N. , • • • • •••• • • • •• • •4 • • of - - • .. • • DOORS SIDEUTE - DES GN LOAD CAPACITY - PSF p. o' • • • • • • • GLASS TYPE 'E' NOMINAL DOORDIMEI�ONS • NO REINFORCING UGHT REINFORCING HEAVY REINFORCING 108,0 X • XX • .w 3 • t .) INr. ( -) EXT. ( +) INT. (-) EXT. (+) INT. (-) tj "° 8.0" X 6' -t • •st! 60.0 65.0 65.0 elagegernecelos 3' -1 7/16" X •T•-�" It-o" X 7 -e° •5p.0 60.0 65.0 65.0 80.0 90.0 3 -1.7/16" X_6�E a' -0" X 8'-0 j • 602 60.0 65.0 65.0 80.0 90.0 ••.• 37 7/16" MAX. • W m • 9 EQ gorn� DESIGN LOADS SHOWN ABOVE ARE FOR DOORS WITH ADD-ON SILL RISER (ITEM #29) OR HI -RISE SILL (ITEM #2A). OR FOR OPNGS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE FOR DOORS WITH STANDARD SILL (ITEM #2) LIMIT EXT.( +) LOADS TO 53.3 PSF 75 3/4" MAX. 114 1/16" MAX. 71 5/8" MAX. (XX) (XO) (OX) • 109 15/18" MAX. (OXO) 114 1 /16° MAX. \ 109 15/18" MAX. (OXO) 114 1 /16° MAX. (XOX) 148" MAX. (XXO) (OXX) e APPROVED CONFlGuw4T1ONS (OXxo) ,{1 3/18" ANNEALED GLASS .090 SAFLEX IIIG KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" ANNEALED GLASS SILICONE TREMGLAZE 500 TREMCO 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE DOORS WITH SIDEUTES SEE CHART ABOVE FOR =ELITE MUWON CAPACITY USE LOWER VALUE OF =ELITE OR DOOR 0.510" OVERALL LAM. GLASS GLASS TYPE 'E' GLAZING DETAIL AT DOOR Emir: DR. HUMAYOUN FARD00 STRUCTURES FLA PE % 18557 CAN. 3538 OCT 1 0 200E O UC? REN;W Rik% Code the rierk• Acceptance Nso� 2/ g3 + )2- Miami kbiwoion Lottemoveka 16,6 -a z.04 z Q2 m o a 0S m0 am 1 drawing W02- (sheet tot / \ / \ 0 16 / / \ / (XOX) 148" MAX. (XXO) (OXX) e APPROVED CONFlGuw4T1ONS (OXxo) ,{1 3/18" ANNEALED GLASS .090 SAFLEX IIIG KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" ANNEALED GLASS SILICONE TREMGLAZE 500 TREMCO 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDEUTE DOORS WITH SIDEUTES SEE CHART ABOVE FOR =ELITE MUWON CAPACITY USE LOWER VALUE OF =ELITE OR DOOR 0.510" OVERALL LAM. GLASS GLASS TYPE 'E' GLAZING DETAIL AT DOOR Emir: DR. HUMAYOUN FARD00 STRUCTURES FLA PE % 18557 CAN. 3538 OCT 1 0 200E O UC? REN;W Rik% Code the rierk• Acceptance Nso� 2/ g3 + )2- Miami kbiwoion Lottemoveka 16,6 -a z.04 z Q2 m o a 0S m0 am 1 drawing W02- (sheet tot • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS • ° ••• •• • • • • • •• •• •• •• • • •• • •w •• • •••• •• • • • • O � � TYPICAL ANCHORS SEE ELEV. FOR SPACING -f TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 2BY TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS REQD. FOR DESIGN LOADS ABOVE 65.0 PSF 1/2° MIN. FLUSH BOLT PENETRATION 3 ROWS TYPICAL ANCHORS METAL SEE ELEV. FOR SPACING STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 SPACING 1/4" DIA TAPCONS BY ELCQ INTO WOOD STRUCTURE 1 -3/4° MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4° MIN. EMBED INTO CONCRETE OR MASONRY 1/4" SELF DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES SIttL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 314" MIN. #8 SMS AT 12" 0.0. REQD. FOR DESIGN LOADS ABOVE +53.3 PSF 3/8° X 3/8" WEEPS 1/2" FROM SILL ENDS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8. XWEEEP8S 1/2° LL ENDS READ. FOR DESIGN LOADS ABOVE +53.3 PSF ALT. 1. TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL HI -RISE SILL SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. HINGES: 7 -5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 39 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICINE WARMING) PRODUCT RENEWED 4gtowPISIDE with Code the Florida DWI* Afteptenee N N•O ?— OfL+Z/ tle• DntcuG ,2/L Eogr:. DR. HUMAYOUN FAR000 STRUCTURES RA PE i 18557 CAN. 3538 Asirgest ll••04-022%03 ligilcallos Ike Dim 24,2403 t4L44�.� I. NW0. Woad u!�•s COii ra Wain 1 1 th c 0 O Q 0 m .0 • 0 7a 8 8 3 8 0 0 a m drawing W02-- sheet 3 of FLUSH SOLT AT INACTIVE LEAF FLUSH BOLT AT ACTIVE LEAF • • •• • • • • •• • •••• • • 4= MAX. e • •• • •• • • • • • • • • • • 1/4" SELF DRILLING SCREWS AT 4-1/2° FROM ENDS AND 17 -1/2° O.C. #14 X 1 -1/4" SMS AT 15" O.C. MAX. • .• •• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 11/16° =ELITE WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM J LEAF WIDTH FRAME WIDTH OVERALL FRAME WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM SPACE LEAF WIDTH FRAME WIDTH METAL STRUCTURE TYPICAL ANCHORS PRODUCT RENEWED 2 PER CUP �eomp(Ying with the Florida taillierovisto Itddligg Oak tots Ow Rii /la ikele ptome Ngp,7 liki% n Doper n120Y1, - karma, , - v3R7.o3 batman DritektraGaile. rhyall Ertgr. DR. HUMAYOUN FARO= STRUCTURES FII C.A.N. � .M IIC i 1 200• m 0 0 0 m c e 0 1 a drawing W02— (sheet 40 •••• • • • • •• • • • •••• r drawing W02— sheet 5 a • •• • • •1,1— 00000 • • FRAMFV Nom• TM -44 • • • ▪ • • • 2.125 •••••• 0000 • 1 • • •••• • • •• • • •• • 1012:„ • • ••••• • •• 1.843 •• • •• • • • 4 • •••• DOOR JAMB /S4I114JIF• FRAME GW 36572 • ••.• MULLION TM -054 FLUSH BOLT GUIDE GW -27646 3.000 STD. FRAME SILL GW -28615 • •• • •••• ••• • ••• I••• •• • • DOOR TOP & BOTTOM RAIL TM 081 1574-1 rte- 9 .375 WEATHER -STRIP ADAPTER GW -31826 .675 as; .415 .260 DECORATIVE MOULDING GW -36737 .125 a125 GW 37888 CENTER HINGE 0.310 0.572 GW 37889 -A OUTER HINGE HINGE PN 3.681 .125 DOOR HINGE STILE GW -36935 DOOR LEAF STILE GW 36048 HINGE ASSEMBLY SOO 1 1.213 I- .045 GLASS STOP GW -31956 3.790 .780r 1.055 4-250 1.554 b 1 1.054 1 ► i11I .840 —I 325 31 LOCK STILE REINFORCEMENT TM -075 -"1772h 1.600 1 1000 L 2.895 — 1 ® HINGE REINFORCEMEN TM -052A T ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /RRNARXS 1 114-038 1 FRAME HEAD 6063 -T6 - 2 GW 28615 1 FRAME SILL 6063 -T6 - 2A GW 37319 1 ALT. FRAME SILL 8063 -T6 - 3 GW 36572 2 FRAME JAMB 6063 -16 - 4 GW 36048 1 PANEL LOCK STILE 6083 -75 - 5 GW 36935 1 PANEL. HINGE STILE 6063 -15 - 6 TM -081 2 PANEL TOP /BOTTOM RAIL 6063 -15 - 7 GW 31826 4 WEATHERSTRIP ADAPTER 8083 -75 END OF DOOR STILES (FOP /BOTTOM) 8 GW 37889A 2/HINGE ASSY. TM OUTER BUTT HINGE 8063 -18 DOOR PANEL /FRAME HINGE SIDE 9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063 -16 DOOR PANEL /FRAME HINGE SIDE 10 GW 32222 2 DOOR LOCK INSERT 6083 -15 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8" THK. CAP ALUMINUM 3" LONG 12 - 2 /LEAF TM FLUSH BOLT ASSEMBLY ALUMINUM DOOR LOCK STILES 13 GW37055 AS READ. HEAD REINFORCING BAR, 12° LONG 6063 -15 AT 1410 SPAN 14 GW37056 AS READ. SILL REINFORCING BAR, 12" LONG 8063 -75 AT MID SPAN 16 4037 AS REQ'D. "ULTRAFAB" CENTERF1N WQOI.PILE WOOL LOCK STILES. JAMBS, HEAD. SILL 17 GW 27646 2 /LEAF FLUSHBOLT GUIDE, 2" LONG 6063 -15 LOCK STILES ENDS (TOP /BOTTOM) 18 - 1/HINGE 7/32"0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 20 - AS READ. F10 x 1/2" F.H. UNDERCUT EMS. STEEL AT FLUSH BOLTS 21 - 2 /LEAF 1/2"0 THREADED ROD. WASHER & NUT STEEL TOP /BOTTOM END RAILS 22 SERIES 400 1 KWIKSET KNOBLOCK - ACTIVE LEAF 23 SERIES 600 1 KWIKSET DEADBOLT - ACTIVE LEAF 24 - 2 /HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REOD. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 27 - 2 /HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1" )C 1" 6 1/16" TUBE) ALUM - 30 TM -052A - HINGE REINFORCEMENT 6105 -16 92 -1/2" LONG 31 TN -075 1 LOCK STILE REINFORCEMENT 6063 -T5 FULL LE140114 0 DOOR LOCK STILES 34 TM -054 2 MUWON 6063 -15 BETWEEN DOOR /SIDE LITE JAMBS 35 GW 31958 4 GLASS STOP 6063 -15 SIDE UTE GLAZING PERIMETER 36 - 2/MULL 2 °x 4 "x 2 7/8 °x 1/8° CUP ALUM. TOP & BOTTOM OF MULL 37 GW 36737 OPTIONAL 0.G. DECORATIVE MOULDING 6083 -15 DOOR PANEL PERIMETER PRODUCT REN n3.eampbtag with .6k$ S8 Cade Acceptance pance N•0?- j0/0• 1 I Esptr•8on 0894.426(.2(..a, l2 (44.4..4 BEM 51LL REINFORCING BAR GW -37056 ® ALT. FRAME SILL 6W -37319 ® SILL ADAPTER Engr: DR. H� AYYWN FAR004 RA. PE ii' 18557 CAN. 3538 gx \ z 0 W g z '4 cio a 10i Q a r C mm 0 ittPe .:O(M 4 W ry l f 3 4 a A 0 6 0 n U v 0 c a 8 0 4 drawing W02— (sheet 60 Z O et 011 to oa 0 m ai;Q oglroi Iva .0 41Ad Jail < R •••• • • • • •• • • • ••• • •••• • • Q drawing WQ2- sheet 7 � • MMIAM1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • ••.•• ••• •'• •• •e ••• • • • • • • • • ••• • • • • • • ••• • • • • • •'• • • • • • • • ••• • •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• ••• MIAI5I DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12th 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 1Vrami 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 stub 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 , inhaling Hlgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: y 38 Aluminum Fixed Window -Im . act APPROVAL D CUMENf: 1 wing o. * �, 2, titled" - es- : Aluminum Fixed Window (Impact)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05-03, signed and sealed by Dr. Huniayoum 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 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 shrill be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 03-0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 Page 1 - CE/v/A)‘.® • •• •. •'.' .•• •• •: • • • • • • • ••• • • • • • • • ••• • • • • • ••• • • ••• • •• : • • • •• • • •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • . .•• •• ••• •• •• ••• • • • • •• '• • • • • •• • • •• • • • • • ••• •• • T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -52, titled "Series-338 Aluminum Fixed OWind 07/11/03 (Impact)", revised act)", -05- sheets through 4 of 4, prepared by Al Farooq Corporation, � 03, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA [TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PA /TAS 202 -94 3) Water Resistance Test, per PA / TAS 202 -94 4) Large Missile Impact Test, per PA / TAS 201 -94 5) Cyclic Wind Pressure I.naxiing, per PA / 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 (FTL0011'4), per PA 201, 202, 203 -94, FTL -2784 (FTL00140), per PA 201 & 203 -94 and F'TL -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 PA 202 -94 2) Uniform Static Air Pressure Test, Loading per 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, per PA 201 -94 5) Cyclic Wind Pressure Loading, per PA 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 dated 09/12/03 and 1. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. 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. 99- 0302.04 issued to UCB Chemical Corp for "Uvekol ", expiring on.02 -08 2004. • F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved dated 5/16/03 by BCCO IS \ . 4J-ow: AA L Chanda, P.E. Product Control Examiner NOA No 03-0925.04 Expiration Date: January 08, 2009 Approval Date: January 08, 2004 E -1 • • 000000 • • •••• • • • ) SILICONE TCO TREMGLAZE 0000•• S500 • • • 7114 ANN. GLASS •0 060° POLYPSTER•• €AFETY PLUS • • .010° PET • '" 14116wtUYEi3ER 1 /9•Airk •GLASS Its•••• ll�'JJ 3118 X 1/2° G TAPE • ••••• • •••••SILICONE • • • TSOM•CORNING 995 • • • ••ee•• • • 0000•• • • • •0 SILICONE DOW CORNING 995 GLASS TYPE 'A' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/18' HEAT STREN'D GLASS .120 INTERLAYER UVEKOL —UQ. RESIN 3/18° HEAT STREN'D GLASS ® SILCONE TREMCO TREMGLAZE S500 ® SILICONE TREMCO TREMGLAZE 5500 SILICONE 3/16" X 1/2° 3/18° ANN. GLASS .080° POLYESTER .010" PET .060° POLYESTER 3/18° ANN. GLASS DOW CORNING #10 X 1 -1/4° P.H. SMS AT 22° O.C. GLASS TYPE 'C' BY UCB'CHHEEMIICCA'L CORP. GLA3INO TAPE GLASS TYPE 'B' 'GLASSLAM SAFETY PLUS' BY NEBULA GLASS INTL INC. 3/16° HEAT STREN'D GLASS .015 ADHESIVE BY S.I.G. 070' POLYCARBONATE BY S.I.G. .015 ADHESIVE BY S.I.G. 3/18° HEAT STREN'D GLASS ®SILICONE TREMCO TREMGLAZE 5500 GLASS TYPE 'D' 'SAF —GLAS' BY SECURITY IMPACT GLASS HOLDING INC. GLAZING OPTIONS 3/18° TEMP. GLASS 8° MAX. FROM ENDS. .015 ADHESIVE BY S.I.G. .070° POLYCARBONATE BY S.I.G. .015 ADHESIVE BY S.I.G. 3/18° TEMP. GLASS SILICONE GE1200 INSTALLATION FASTENERS IN STAGGERED PAIRS II 1' I1 FALSE MUNTINS SURFACE APPLIED OPTIONAL 1 I �_ JI 11 I1 I I II I II I I 1 1 11 I it I 11 I I D.L OPG. 11 1/2° MAX. HEAD /SILL 1 • WINDOW WIDTH 0.1 Iriewirf TYPICAL ELEVATION SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXEWF XED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS HOLDING CURRENT NOA. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND TO BE REVIEWED) BY BLDG. OFFICIAL. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE .DETAILS ARE NOT PART OF THIS APPROVAL. •9 with 1l• 8 2004 �:sr•�1�r GLASS TYPE 'E' BY 'SAF- -GLAS' BY SECURITY IMPACT GLASS HOLDING INC. T. rer. OR. FARCOQ STRUCTURES FDA. PE # 18887 CAN. 3838 lT DEC 1 1 2003 1 2 drawing W03— (sheet 1 of DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +) INT. (-) EXT. C +) INT. ( -) EXT. CO INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT, ( -) 38" 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 42" 54.6 54.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 48" 47.8 47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 54' 48" 47.8 0.47.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 480" • to •! X 57.9 57.9 75.0 75.0 90.0 90.0 95.0 95.0 • •••• X • X X 64.8 *54.6 75.0 75.0 90.0 90.0 954 95.0 7 ° )P • X X X • X 75.0 75.0 90.0 90.0 85.0 95.0 59.0 1879 •x X •x X X X xx 75.0 75.0 75.0 75.0 72.0 72.0 72.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 90.0 90.0 90.0 80.0 72.0 72.0 72.0 90.0 90.0 90.0 80.0 72.0 72.0 72.0 95.0 95.0 95.0 95.0 95.0 95.0 90.3 95.0 95.0 95.0 95.0 95.0 95.0 90.3 • 35" • 5T9 52.9 •.. 89.0 78.0 78.0 90.0 90.0 95.0 95.0 giro • X X X X • 1181011 •58.0 75.0 75.0 90.0 90.0 95.0 95.0 • X.)fb• X X •..•41(•X• x• . X X 75.0 75.0 90.0 90.0 95.0 95.0 • •54' 72" •)VX • X X X )L• X X 75.0 75.0 80.0 80.0 95.0 95.0 •A• • •6,6. X X X•X X X 72.0 72.0 72.0 72.0 .80.3 80.3 68" •44. XX •XX XX XX XX XX XX 82.1 82.1 72" XX XX XX XX XX XX XX XX 75,3 75.3 35" X X X X 58.9 58.9 75.0 75.0 , 95.0 42' XX XX XX XX 75.0 75.0 90.0 80.0: &50< ??,95.0 48" X X X X X X X X 75.0 75.0 67.4 87.4 95:0 95.0 54" 84" X X X X X X X X 75.0 75.0 77.7 77.7 95.0 - 95.0 80" XX XX XX X X XX XX xx XX 92.9 82.9 86' XX XX XX X X XX XX XX XX 84.5 84.5 72" XX XX XX XX XX XX XX XX 77.4 77.4 36" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 42" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 48" X X X X X X X X 75.0 75.0 77.7 77.7 95.0 95.0 54" 88• XX XX XX XX XX XX XX XX 95.0 95.0 60" XX XX XX XX XX XX XX XX 94.9 94.9 66" XX XX XX X X XX XX XX XX 86.2 88.2 72" XX XX XX XX XX XX XX XX 79.0 79.0 38" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 42" X X X X X X X X 75.0 78.0 90.0 90.0 95.0 95.0 48" 102" XX XX XX XX XX XX XX XX 95.0 95.0 54" XX XX XX XX XX XX XX XX 95.0 95.0 00' XX XX XX XX XX XX XX XX 89.3 89.3 68' XX XX XX XX XX XX XX XX 81.2 81.2 38" X X X X X X X X 78.0 75.0 90.0 90.0 95.0 95.0 42" X X X X X X X X 75.0 75.0 89.7 89.7 95.0 95.0 48" 108• xx XX XX XX XX XX XX XX 95.0 95.0 54' XX XX XX XX XX XX XX XX 95.0 954 8o" xx xx xx xx xx xx xx XX 95.0 85.0 88" XX XX XX XX XX XX XX XX 86.4 88.4 35" X X X X X X X X 75.0 75.0 90.0 90.0 95.0 95.0 42" XX XX XX XX XX XX XX XX 95.0 95.0 48" 114" XX XX XX XX XX XX XX XX 95.0 95.0 54' XX XX XX XX XX XX XX XX 95.0 954 60' XX XX XX XX XX XX XX XX 91.3 91.3 38" X X X X X X X X 754 75.0 90.0 90.0 95.0 95.0 42' XX XX XX XX XX XX XX XX 95.0 95.0 48" 120" XX XX XX XX XX XX XX XX 95.0 95.0 54" XX XX XX XX XX XX XX XX 95.0 95.0 60" XX XX XX XX XX XX XX XX 95.0 95.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +) INT. ( -) EXT. < +) INT. ( -) EXT. (+) INT. h) EXT. ( +) INT. ( -) EXT. CO INT. ( -) 38" 42" 48' 54" 126' XX X X XX XX 75.0 75.0 90.0 90.0 95.0 95.0 XX XX xx xx xx X xx xx 95.0 95.0 XX XX XX XX XX XX XX XX 95.0 95.0 X X X X X X xx xx X xx xx 95.0 95.0 36" 42" 48' 54" 132° XX X xx X xx xx xx XX 95.0 95.0 xx X xx xx X xx xx xx 95.0 95.0 X xx xx xx xx xx xx xx 95.0 95.0 XX XX XX XX X X xx xx xx 95.0 95.0 36' 42" 48" 138° xx xx xx xx xx xx xx 95.0 95.0 X X X X XX XX XX X X XX XX 95.0 95.0 XX X X X X XX X X X X xx xx 95.0 95.0 38' 42" 48' 144' X X X xx xx X xx xx xx 95.0 95.0 XX X X X X XX XX XX XX XX 95.0 95.0 xx xx .xx X xx XX xx XX 95.0 95.0 DESIGN LOAD CAPACITY X PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +) INT. (X) EXT. ( +) INT. (X) EXT. ( +) INT. (X) EXT, ( +) INT. 00 EXT. CO INT. (X) 19 -1/8" 26 -1/2" 37' 53 -1/8" 26' 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0. 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 52.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 19 -1/8" 25 -1/2' 37' 63 -1/8' 38 -3/8" 82.0 62.0 59.0 59.0 75.0 78.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 59.8 59.8 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 80 -8/8' 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 82.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 45.3 45.3 59.0 59.0 75.0 75.0 85.3 65.3 95.0 95.0 19 -1/8' 26 -1/2" 37' 53 -1/8° " 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 62.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 57.8 57.6 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 75.0 81.3 81.3 85.0 95.0 19 -1/8' 28 -1/2' 37" 53 -1/8" 74 --1/4' 62.0 52.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 62.0 82.0 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X 59.0 59.0 75.0 75.0 90.0 90.0 95.0 95.0 X X X X X X X X 75.0 75.0 81.3 81.3 95.0 95.0 L W .NO/E■ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Env: 0R.•. MA AR000 STRUCTURES RA. PE 8'18557 CAN. 3536 ao gg C4 ai.* O E Z M atN e• Oro No gG gRi g a 0 8 C u 8 0 €S a 0 drawing 1 W03 (sheet 2of TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2E1 WOOD BUCK • • 000000 • • • • 000000 0000 • • 00000 • • 000000 • •••••• • • • ••••• • •• • • • •• • • • • • • ••• •• • •• • • • • •• ii • • • 000000 •• •• • • •••••• Ii • •••• r• • •! •••• •••••• i! • Ii• ••••• I •• • • METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL 1 Fy • 38 KSI MIN. ALUMINUM : 8083 —T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS 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 /4° TAPCON$ INTO WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. 614 DRILLFLEX OR SELF DRILLING SCiW$ (SAE GRADE 5 Fy MIN.=82 KSI) INTO METAL STRUCTURES (1/8° MIN. THICKNESS) #14 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANT: FRAME CORNERS SEALED WITH SILICONE. 1BY OR 2BY_ WOOD BUCK r— TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° SHIM D.L OPG. MAX. EXTERIOR WINDOW WIDTH 1 DADE COUNTY APPR,D MULLION SEE SEPARATE NOR ilik► 1- TYPIcAL : ANCHORS SEE ELEV. FOR SPACING Engn DR. HUMAYOUN FAR004 STRUCTURES FL0. PE # 18857 CAN. '538 i eomptyWg•101 1. LLB z 0 0 a45 U� OW! 0 ".61 w Pt rt � gg� G � • 7da N gZ n 5 0 drawing WO3 -; (sheet 3of 1.655 • • • • •....• ••••• NOME E .• • • • • • �•� •••••• • • 00000 ItZZj1 000000 730 • • �u • •.••• • 000000 • • • • .052 TYP.•••• e.•••• ••..•• • • •• • • • •...•• • • ••• • ® GLAZING 6TQP.TUBE •.•• • .• •••• • • • . • • ® GLAZING STOP TUBE .125 1.500 P -d .730 0 GLAZING STOP EXTERIOR ANGLE .125 [. — I.500- °I ® GLAZING STOP INTERIOR ANGLE ITEM PART # QUANTITY DESCRIPTION MATERIAL. MANF. /SUPPLIEB/REMARSS 1 OW- 35277 -A 4 WINDOW FRAME 8083 -T8 - 2 1298 AS READ. GLAZING STOP TUBE 8083 -75 - 2A PW -338 AS READ. GLAZING STOP TUBE 8083 -TE - 3 BPA -1980 AS READ. GLAZING STOP EXTERIOR ANGLE 8083 -T5 - 4 BPA -19680 AS READ. GLAZING STOP INTERIOR ANGLE 8083 -75 - 5 - AS READ. GLAZING TAPE. FULL LENGTH - 3/18' X 1/2° 8 #10 X 1° - FRAME ASSEMBLY SCREWS - P.H. SINS 7 #10 X 1 -1/4° - GLAZING STOP SCREWS - P.H. SMS 8 8500 - GLAZING COMPOUND SUCONE TREMCO TREMGUSE 84 0E1200 - GLAZING COMPOUND SIUCCNE OE TYP. CORNER DETAIL Err. DR.' MA N AR000 STRUCTURES• FLA PE 5../1987 C.A.N. 3538 •A�yp�edas e.w�yMYwiw the •f.5, *-1∎ iX Owls 4Ln i- Lti4ydh 3c z U B drawing W03 —. (sheet 4of I"• hiiAmloADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • •• • •• • • • •• •• •0 • • • • • • 0 • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• i i ••• :• ••• •• • • • • • • • • • • • •• • • • • • • MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.bulidinacodeonline.com T.M. Window & Door LLC 601 NW 12th 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 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. • - • APPROVAL DOCUMENT: Drawing No. W02 -87, titled "Series 350 -Alum. Sliding Glass Door (L.M.I.) ", sheets 1 through 6 of 6, dated 09/25/02 and last revised on Sep 01, 2005, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max positive +100 DP require 4-1/2" sill and DP up to +90 psf requires 3 -1/2" sill. 2.1/4 Elco Tapcon specified must meet min edge distance, min OC spacing & substrate strength as specified by anchor manufacturer. Masonry embedment beyond 1 -1/4" must be high strength grout filled 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 renews NOA # 05- 0926.09 and, consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. APPROVED 1 NOA No 07- 1009.03 Expiration Date: January 23, 2013 Approval Date: February 14, 2008 Page 1 • • •• • '' • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• •• • • • • • • • • • • ••• • • • • •• • • • • • • • • • • •• • •• • • • • • • • • • • • • • • 0 • • . • • • . • • • . " .. ; ••• ••• .•• • •.. • • • • .. 0* • • ' ' • • • 0.• T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 05- 0926.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -87, titled "Series 350 -Alum. Sliding Glass Door (L.M.I.) ", sheets 1 through 6 of 6, dated 09/25/02 and last revised on Sep 01, 2005, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05- 0926.09) 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4592 dated 05/19/05, signed and sealed by Edmundo Largaespada, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3088 dated 11/19/01, signed and sealed by Luis Figueredo, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3118 dated 03/23/01, signed and sealed by Luis Figueredo, P.E. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2976 dated 03/02/01, signed and sealed by Luis Figueredo, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2771 dated 01/15/01, signed and sealed by Luis Figueredo, P.E. 5kk4 1 C-Lw...j. Ish�q L Chanda, P.E. Product Control Division NOA No 07- 1009.03 Expiration Date: January 23, 2013 Approval Date: February 14, 2008 E -1 •• • • •• • • ••• • • •• •• • • 4100 • • • • •• • • • • • • • • • • • • • •0• • • • • • ••• 0 • • • • 000 • ••• • •• • • • • • • i•• • • • • • •• ••. ••• ••• ••• • • • • • • • • • • • • • • • •• • • • •• o •„• • :0 • • • • • • • • • •• • • • • • • • • • •• • • • • • ••• T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations, comparative analysis and structural analysis, complying with FBC 2004 dated 08/05/05, prepared by AL- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME- 1300 -98 & 02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.11 issued to Security Impact Glass Holdings L.L.C. for "SAF- GLAS ", expiring on 12/16/12. 2. Notice of Acceptance No. 03 -0415.13 issued to Solutia, Inc. for "Vanciva composite laminated glass ", expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated 08/05/05, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of lab compliance, as part of test reports. G. OTHER 1. This NOA renews NOA # 05- 0926.09, expired on Jan 23, 2008. 2. Test proposal approved by BCCO dated 01 -20 -2005. 1 sk 1 I[.a•,-l� Isbaq I. Chanda, P.E. Product Control Division NOA No 07- 1009.03 Expiration Date: January 23, 2013 Approval Date: February 14, 2008 E -2 •• • • • • •• DESIGN LOAD CAPACITY - PSF ( ANCBORS) (PAWL Fr/o1. Fr./oL DOORS 6/0 HEAD RECEPTOR DOORS RITE BEAD RECEPTOR YPE T T TYPE 'B' TYPE 'C' TYPE 'D' A4 A6 B4 B6 C4 06 D4 08 2/0 1 2/6 • Q •3/8 •4 fg 1 VII WO 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I . 106.3 120.0 120.0 120.0 120.0 �1 �0!� Er•rr�azi� �1}2y0.0 �120.0' .,y,-R , ., . 0.0 120.0 109.7 r. " ".� 120.0 ` �� 20.0 109.5 120.0 101.1 12g.0 1110.0 120.0 15.7 100.9 120.0 95.0 120.0 120.0 120.. 08.7 94.8 120.0 90.8 124.0 120.0 =u 103.7 90.4 120.0 �• !E90 • • 4%(Oi • • 3/6 8/0 •yt4 • ••• 4/8 • •irt, 11. • 120.0 120.• mamm a 120.0 120.0 120.0 111.9 j z.4 110.0 12010 8$.3 120.0 111.8 120.0 96.8 120.0 120.0 12011 It 110.8 96.6 120.0 86.3s 120.0 15.9 120. • 6•.• 98.7 88.1 120.0 78.7 105.7 morn, 90.0 78.5 117.8 73.0 169.4 98.0 1221 55.7 83.5 72.8 109.2 68.70 1010 92.2 116.1 52.4 78.5 88.5 102.8 • '0 :WI co 3/0 W0 3/6 4/0 118.1= �0. - 520.0 120.8 Ibt• 120.0 117.8 120.0 97.4 120.0 120.0 1 .0 I46 111.5 97.2 120.0 83. •. 112.7 MOM 96.0 83.7 120.0 74.4 •15.6 89.9 120.0 58.7 85.1 74.2 111.4 67.4 101.1 90.6 114.0 51.4 77.1 87.3 100.9 2/0 2/6 3/0 9/6 3/6 4/0 111.1 120.0 120.0 120.0 84.7 120.0 110.8 120.0 91.5 120.0 120.0 120.0 69.8 104.7 91.3 120.0 78.7 118.0 105.7 120.0 60.0 90.0 78.5 117.8 69.8 104.4 93.5 117.7 53.1 79.6 89.5 104.2 62.9 94.4 84.5 106.4 48.0 72.0 62.8 94.2 2/0 2/8 3/0 10/0 3/6 4/0 104.9 120.0 120.0 120.0 80.0 120.0 104.7 120.0 86.3 120.0 115.9 120.0 65.8 98.7 86.1 120.0 74.0 111.1 99.5 120.0 58.5 84.7 73.9 110.8 65.4 98.1 87.8 110.5 49.9 74.8 65.2 97.9 59.0 88.5 79.3 99.8 45.0 67.5 58.9 _ 88.3 A4 84 = CLUSTER OF 4 ANCHORS 11/0 HEAD RECEPTOR A8 88 = CLUSTER OF 6 ANCHORS W/O HEAD RECEPTOR C4, D4 = CLUSTER OF 4 ANCHORS WIDI HEAD RECEPTOR C6, DS m CLUSTER OF 6 ANCHORS WITH HEAD RECEPTOR SEE SHEET 3 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF TI-19 FLORIDA BUILDING CODE 2004 EDMON FOR THE HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAI. SHALL BE BEYOND WALL ORESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6' MAX. TYP. HEAD /SILL CORNERS 1 DOORS 63114 HEAD RECEPTORS 12" LONG REINFORCING CHANNELS AT MTG. STILES 6' LONG REINFORCING CHANNELS AT ENDS & INTERMEDIATE LOCATIONS. CLUSTER OF ANCHORS SEE CHART AT LEFT ODOR WIDTH 2 ANCHORS AT 1N1 RMEOLATE PLACES AND AT ENDS 6" a m 8 rc D.L. OPG. D.L OPG. MOY. PANEL. WIDTH FIX. PANEL WIDTH XO OR OX XX OXO OXXO •1 • APPROVED CONFIGURATIONS THIS ALSO APPROVES DOORS WITH MORE THAN 4 PANELS THAT CONTAIN THE STILE COMBINATIONS SHOWN IN THESE DETAILS. TYPICAL ELEVATION SERIES -350 ALUM. SLIDING GLASS DOOR LARGE AND SMALL MISSILE IMPACT RESISTANT DOORS SHUTTERS ARE NOT REQUIRED. SEE CHART ABOVE FOR ANCHOR OPTIONS. SEE SHEET 3 FOR ANCHOR DETAILS. SEE CHART ON SHEET 2 FOR GLASS AND REINFORCING OPTIONS. 1=1 i EnW: DR I11141A I1N FAROOQ FLA. RU ER CAN. 3538 SEP 4 1 2005 21' MAX. TYP. AT HEAD /SILL m 8 C7 a L(rf REVISED g somplying with the RUM* Beldin Code Aa<ydance No, • 1 4 drawing no. W02 -87 (sheet 1 of 6 1 1 1 III , 1 ... . NI // // PRODUCT RENEWED as compiling with the Florida Bedding Code Acceptance Nod7 IO0$.O3 GI ao c$ .1 // - _ - 0 // -F �g a. // FAVdcation Dswta. t;s 13 tsk WA's a_ // I . rc D.L. OPG. D.L OPG. MOY. PANEL. WIDTH FIX. PANEL WIDTH XO OR OX XX OXO OXXO •1 • APPROVED CONFIGURATIONS THIS ALSO APPROVES DOORS WITH MORE THAN 4 PANELS THAT CONTAIN THE STILE COMBINATIONS SHOWN IN THESE DETAILS. TYPICAL ELEVATION SERIES -350 ALUM. SLIDING GLASS DOOR LARGE AND SMALL MISSILE IMPACT RESISTANT DOORS SHUTTERS ARE NOT REQUIRED. SEE CHART ABOVE FOR ANCHOR OPTIONS. SEE SHEET 3 FOR ANCHOR DETAILS. SEE CHART ON SHEET 2 FOR GLASS AND REINFORCING OPTIONS. 1=1 i EnW: DR I11141A I1N FAROOQ FLA. RU ER CAN. 3538 SEP 4 1 2005 21' MAX. TYP. AT HEAD /SILL m 8 C7 a L(rf REVISED g somplying with the RUM* Beldin Code Aa<ydance No, • 1 4 drawing no. W02 -87 (sheet 1 of 6 • • • • • •• • • • • • • • • • • • • • • ••• •• •••• • • • • • • • • •• •• CHART AT RIGHT IS FOR DOOR HEIGHTS WITHOUT HEAD RECEPTOR. DOORS USING HEAD RECEPTOR MAY BE 1" HIGHER THAN SHOWN (SEE SKETCH) DESIGN LOAD CAPACITY - PSF (GLASS) PANEL Y19 D DDIXt waif G LIGHT REINFORCING M MED2UM REINFORCING R READY REINFORCING GLASS TYPE 'B', 'C', 'D', 'E' G GLASS TYPE 'C', 'E' G GLASS TYPE 'D', 'E' G GLASS TYPE 'H', 'E' N EXT. ( +) I INT. ( -) E EXT. (+) I INT. (-) E EXT. ( +) I INT. (-) E EKT. ( +) I INT. (-) 2/0 7 6/8 7 75.0 7 75.0 1 100.0 1 120.0 1 100.0 1 120.0 1 100.0 1 100.0 75.0 7 750 1 1000 1 120.0 1 100.0 1 120.0 1 1004 1 1000 ' "O°^"'' ° ° t" 1 1000 1 120.0 1 100.0 1 1004 7',L0 7 75.0 1 100.0 - --1 'f 4a 1 100.0 1 120.0 1 100.0 1 1004 75.0 7 75.0 9 98.6 9 98.8 1 100.0 1 120.0 1 100.0 1 100.0 75.0. 7 78.0 8 84.4 8 84.4 1 100.0 1 120.0 1 100.0 1 100.0 - - - 7 76.9 7 78.9 1 100.0 1 120.0 1 100.0 1 1004 2/0 • 7 8/0 7 754 7 750 1 100.0 1 120.0 1 100.0 1 1200 1 1004 1 100.0 75.0 7 75.0 1 100.0 1 120.0 1 100.0 1 1204 1 100.0 1 100.0 75.0 7 75.0 1 100.0 1 120.0 1 100.0 1 120.0 1 100.0 1 100.0 730 7 73.0 9 912 9 98.2 1 100.0 1 120.0 1 100.0 1 100.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -98 (60 SEC. WIND) 1/4" TEMP. GLASS .080' SAF -GIAS POLYCARBONATE LAMINATE 1/4' TEMP. GLASS SILICONE DOW CORNING 995 LOAD CAPACITIES SHOWN ABOVE ARE FOR DOORS USING 4 -1 /8" SILL HEIGHT FOR DOORS USING 3-1/2" SILL HEIGHT LIMIT EXTERIOR(4) LOADS TO 90.0 PSF. REFER TO SHEET 1 FOR ANCHOR TYPE OPTIONS AND CAPACITIES. USE LOWER VALUE OF DOOR /ANCHOR CAPACITY. 3/18" HEAT STREN'0 GLASS 3/18' TEMP. GLASS .100' SAF -GLAS .100' SAF -GLAS POLYCARBONATE LAMINATE POLYCARBONATE LAMINATE 3/18' HEAT STREN'D GLASS 3/18' TEMP. GLASS SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 3/18' TEMP. GLASS .075' INTERLAYER 'STORMGLASS' VANCEVA COMPOSITE BY 'SOLUBA' 3/18' TEMP. GLASS SILICONE DOW CORNING 995 JUNIOR INTERLOCK JUNIOR INTERLOCK # TM -065 i} TM -085 10' LONG ALUM TUBE 0 TOP & BOTTOM OF STDF FULL LENGTH ALUM TUBE LIGHT REINFORCING 10' LONG ALUM TUBE 0 TOP & BOTTOM OF STILE 10' LONG ALUM TUBE 0 TOP & BOTTOM OF STILE MEDIUM REINFORCING 10' LONG ALUM TUBE 0 TOP & BOTTOM OF STILE FULL LENGTH ALUM 1.19E HEAVY REINFORC ( 11JCTRENEWEA 9•com $trEZEIrtrT� �mcm9967- /aa9•o3 r•il n r :, jj 2a 13 ;$y,Sta� raw.° P Y.,w T REVISED 8awslplylsg with the Merida e«le E lT 1!G c ..• AP 01 2005 GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'n' GLASS TYPE `E' drawing no. W02 -87 sheet 2 of 6 ) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE CHART ON SHEET 2 WITH HEAD RECEPTOR TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING SEE CHART ON SHEET 2 ANCHOR W /OUT HEAD RECEPTOR TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL. ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -15 MIN. 1BY OR 2BY WOOD BUCK- AT DOORS waft MEDIUM & HEAVY REINFORCING 12" LONG lilt- •I• • • 00000 1••S•• • • • • ATTACHMENT TO CONCRETE ATTACHMENT TO ALUM OR STEEL •eI•••• • • • •••• TYPICAL ANCHORS: SEE ELEV. /CHART ON SHEET 1 FOR SPACING TYPE 'A' 1 /4 TAPCONS — — — — THRU 18Y WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. TYPE 'B' 1/4° TAPCONS DIRECTLY INTO MASONRY OR CONC. 1 -3/4" MIN. EMBED INTO MASONRY OR CONC. $14 SMS OR 1/4° ORI I iI FY CFI F DRI I MG SCREWS INTO APPROVED MULLIONS OR METAL STRUCTURES (STEEL OR ALUMINUM 1/8° MIN. THICKNESS) SILO_ : Fy 36 KSI MIN. L ALUMINUM : 6063 -15 MIN. r TYPE 7d� TYPE 'C' 1/4" TAPCONS THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -3/4" MIN. EMBED INTO MASONRY OR CONC. 'D' 1/4" TAPCONS DIRECTLY INTO MASONRY OR CONC. = 1 -3/4° MIN. EMBED INTO MASONRY OR CONC. J At DOORS WITH MEDIUM & HEA REINFORCNG A4. 64, C4 & D4 = CLUSTER OF 4 ANCHORS A6, 86, C6 & 06 = CLUSTER OF 6 ANCHORS SEALANTS: FIXED PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. PRODUCT RENEWED WEEPHOLES: as comfit lying with the P c W1 = (4) 1° WEEP NOTCH Acceptance Notr74001 433 0 ONE AT EACH END OF EACH PANEL Esptredon Da:>C'04a1 3A�F W2 = (4) 3/8° WEEP NOTCH Wy't.( 9 1. ONE AT EACH END OF EACH PANEL Ma -Pro Y Fngr: DR. HUMAYOUN FAR000 STRUCTURES PMODUdT REVISED RA PE c 1 _6957 at p M WEI -0 Mersptanca CAN. 3636 Na the !Florida Wan Gude nale c • V 0 8 W7 TYPICAL. ANCHORS SEE ELEV. FOR SPACING 4 TYPICAL ANCHORS AT BOTTOM CJP TYPICAL ANCHORS SEE ELEV. FOR SPACING W00D BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING ,TJILM AND TRANSFER THEM TO THE BUILDING STRUCTURE. P 01 7005 drawing no. W02 -87 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING • ••••.• • •I.••• • •••• . •••• • .••••. • • • 1/4' u7EL • • • • • • SHIM •• • • •• ••►••• PANEL WIDTH 3r m • dustaami M 1 •• • O.L. OPG. • •••• • • 1BY DR 2BY WOOD BUCK • • ••• ••• • 000000 0 • rnr 00 GED -- TYPICAL EXTERIOR D.L OPG. ANCHOR #10 X 1° PH SMS AT 38° O.C. AT DOORS WITH MEDIUM & HEAVY REINFORCING PANEL WIDTH DOOR WIDTH S/16" X 1 -1/4° DMVE PINS 2/ ANGLE #10 X 1° PH SMS AT 38° O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° SHIM SEE SHEET 2 FOR REINFORCING SCHEDULE ATTACHMENT TO METAL STRUCTURES STEEL OR ALUMINUM ATTACHMENT TO CONCRETE OR CONC. BLOCK Env: DR. HUMAYOUN FAROOQ STRUCP4 E6 FLA. PE if 18557 CAN. 5538 PRODUCT MEMO AV &M Code Acceptan•rNo67- 0490 Engraft I3 ( 114 1. . Meletha Ci0ouCf DEVISED • m eamp5yleg with the Haigh Diddles Cede Mss mcm N• • •r7 L - 09 Date l W'i 5 t o& 'r to 0 4 ea 5 a 0 .8 b a 2 drawing no. W02 -87 sheet 4of 6 4.195 1.375 2.830 -H 3.250 • •••.• •• • ••• •• • • • •.96i • •• • • •:•••• • •••••• 4.426 4.687 4.398 4.657 PANEL TOP RAIL GW 37632 DOOR FRAME JAMB GW 34977 3.147 2'x4` MAJOR INTERLOCK 2'x4' MAJOR INTERLOCK GW 37630A (OPTIONAL) —.062 PANEL BOTTOM RAIL GW 37624 W- -1.595 FRAME HEAD GW 30710 3.375 2.956 STILE ADAPTER GW 37629 2.093 1.914 .750 1.663 1.162 MINOR INTERLOCK GW 37625 2'x3' MAJOR INTERLOCK TM-085 1.595 - 1.595 LOCK STILE GW 37637 MALE BUTT STILE GW 37623 4.101 4.181 4.171 3.891 FRAME SILL GW 37557 SILL COVER TM -074 drawing •' no. W02 -87 (sheet 5 of 6 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /RENARD; 1 GW 37654 1 HEAD RECEPTOR ALUM -8083 75 FRAME TOP 2 GW 30710 1 FRAME HEAD ALUM -6083 75 FRAME TOP 2A GW 32098 1 FRAME HEAD (OPTIONAL) ALUM-6063 75 FRAME TOP 3 GW 37655 8 HEAD RECEPTOR REINFORCEMENT or LONG) ALUM-6063 75 AT HEAD ENDS & CENTER LINE OF PANELS 3A GW 37655 3 HEAD RECEPTOR REINFORCEMENT (12` LONG) ALUM -8083 75 AT ASTRAGAL & INTERLOCK LOCATIONS 4 GW 37557 1 3 1/2' SILL ALUM -6063 78 FRAME BOTTOM 4A TM-067 1 4 1/4` SILL ALUM -6063 T8 FRAME BOTTOM 5 • TM -0115 • • • • 1 DECORATNE SILL COVER (OPTIONAL) ALUM -8063 T5 FRAME BOTTOM a • s/• • TM -074• • • 1 • DEC BRNIVE .561 COVER (OPTIONAL) ALUM -6063 15 FRAME BOTTOM 8 • GW 349/S • • 2 • (R ME J IB (TWO TRACKS) ALUM -8083 TB FRAME SIDE : • •L1• • GW 376• • • • 4 , TOP RAIL ALUM -6063 T6 PANEL TOP a 10 GW 37824• 4 1 BOTTOM :AIL ALUM -6063 T6 PANEL BOTTOM o • •1,1, GW %830 2 • L'1t4•14.10R INTERLOCK ALUM -6083 76 PANEL SIDES 12 TM -865 • ' • • • 2 •24k3'48UOR INTERLOCK ALUM -6063 75 PANEL SIDES •••• 1 GY 37 5• • • 2 • AINAGRelkOEFILOCK ALUM -6083 15 PANEL SIDES .611101 C• 376131. • 1 �,5UTT STILE ALUM -8083 76 PANEL ASTRAGAL 17• s GW 3751% • • • 1 646.1. NAPTER ALUM -6083 75 PANEL ASTRAGAL. ~ 18, GW 3763Z 2 LOCK SIRE ALUM -6083 76 PANEL SIDES • •V, FXD 37743 2 •1•Bp1rd)1•CUP (30x1 /4x1 7/18' LG. ANGLE) AWMINUM FRAME SILL 21 TP y74j 4 • • 2 • •TER• ELLS (3x30/4x1 7/16' L.G. ANGLE) ALUMINUM FRAME HEAD 22 6 • • • 3 • 3 1114 X 1/2' X 1/8' x l2 LG. REWF. CHANNEL ALUMINUM ABOVE INTERLOCKS & ASTRAGAL STILES s • !3 _ • • • 6/MOV. PANES •$'8 X:1 -5/16` X 1/18' THK. CHANNEL, 42 -1/2' LONG STEEL IN BOTTOM RAIL 26 • ••� • — — — — 28 WV -3033 1 AS REVD BULB TYPE VINYL VINYL HEAD RECEPTOR 29 4020 —PILE SINGLE ROW 'ULTRAFAB' RN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 30 4037 —PILE 2/ROWS `ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCKS STILES 31 4020 —PILE SINGLE ROW °ULTRAFAB' FIN SEAL WEATHERSTRIP WOOL FRAME JAMB /ASTRAGAL 32 — 2 1/2' x 2' LONG SELF ADHESIVE PILE PAD WOOL. AT FRAME SILL 33 — 1 7/8' x 3' LONG 5E1F ADHESIVE PILE PAD WOOL AT FRAME HEAD 34 — — — — — 35 TM -36205 4 TM TANDEM ROLLER ASSEMBLY ALUMINUM /NYLON BOTTOM ACTIVE PANELS 38 7M -32476 1 TM LATCH ASSEMBLY ALUMINUM/VINYL MALE ASTRAGAL 37 TM -32424 1 TM KEEPER ALUMINUM FEMALE ASTRAGAL 38 — — — — — 39 — 2 18 X 1/2' OH. SAS. — KEEPER INST. SCREW STEEL FEMALE ASTRAGAL 40 — 8 /PANEL 110 X 1' PH. SAS. — PANEL ASSEMBLY SCREW STEEL PANEL CORNERS 41 — (2/CUP) 114 X 1 -1/4' PH. SMS. — FIXED PANEL CUP STEEL. TOP/BOTTOM CLIPS/STILES 42 — 1 /CLIP 114 X 1 -1/2' PH. SAS. —TOP FIXED CUP STEEL HEAD TOP INTERLOCK 43 — — — — 44 — AS REOD. 1 1/2 x 2 x 1/8' REINF. TUBE, FUU. LENGTH ALUMINUM AT EACH MINOR INTERLOCK 45 — AS RECD. 1 1/2 x 2 x 1/8' REINF. TUBE, 10' LONG ALUMINUM — 46 — — — — - 48 - 6 114 x 1' PH. SMS. STEEL AT 50' 0.0. 49 — 3 2x4x1/8' THK.x118' LG. REINFORCEMENT TUBE HR STEEL. MAJOR INTERLOCK /ASTRAGAL 50 — AS REQ'D SILICONE CAP (DOW 995) SILICONE FRAME /HEM RECEPTOR 51 — 2/LATCH 110 X 2' OH. MS. — ASSEMBLY SCREW STEEL. LATCH ASSEMBLY 52 — — — — 53 — 4/CHANNEL 114 X 1 -1/2' PH. WAS. STEEL AT HEAD ALUM. CHANNEL 54 — 1 /iNTERLOGX 3/8'x8• LG. M. MS. SECJRITY PIN STEEL AT INTERLOCK (INTERIOR) PANEL. TOP CORNER PANEL BOTTOM CORNER PRODUCT RENEWED as coulpt/1610466a MVO) guiding C de Am:Pm=C= Na 674°7.° R20H101o41 6 7n( Engr: DR. IIU Y UN FAROOQ FLa. 4 1 ? PRODUCT REVISED Raidlog Cads EP 01 2005 u7 A 6 1 1 drawing no. W02 -87 (sheet 6 of 6 MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCE CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 • • •.• • • ;• ••• • • • .. • .; •; • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • •• • • • • • • • • •• • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• i • • ••• • e •• •• • • • • ••• • •• • • ••• • • • • • • • • • ••• • • • ▪ • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • O 00 • • • ••• • •• •• • • o • • • ••• •• T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -30, titled "Series 515 Aluminum Casement window", 1 through 5 of 11, prepared by AI- Farooq Corporation, dated 04-14 -06 and last revised on Oct. 12, 2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 01- 1129.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & FTL- 2587(00006), dated 6/13/01 and 04-04 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04- 12-2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09- 24-02, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification, prepared by AI- Farooq Corporation dated 05- 31 -06, complying w/ FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Glazing complies w/ ASTME - 1300 -98 & -02 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam N.G.I dba Nebula Glass Int'l for "Glasslam Safety-Plus Laminated Glass ", expiring on 09 /09/08. 3. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for " Solutia Interlayers ", expiring on 03/04/09. g401 1 • LJ4A rAc. "shag L Chanda, P. E. Product Control Examiner NOA No 06-0614.03 Expiration Date: May 01, 2008 Approval Date: November 08, 2006 E -1 • • s•ss•• • • • • • •46.46•• 4646••• • • •0046 • • • •*•OOO • • •46•••• •• • *••4646• • •• • • • • •• •••• • • •••• • • •• • • • •••• •••• • • •••• • • •• • • • s•• • •••• • • •••• • e• • • • • • • • • • • •see•• •s •• • e ••••46• • • •••• OOOOOO • ••s••• • •• • • • • • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE 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 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SURFACE APPLIED FALSE MUNTINS OPTIONAL 37' WINDOW WIDTH 35" VENT WIDTH 30" D.L OPG. WIDTH L 4° MAX HEAD /SILL CORNERS 14 3/8' MAX. HEAD SILL SINGLE VENT WDW, I0 SURFACE APPLIED FALSE MINTINS OPTIONAL 72 1/4° 35° VENT WIDTH WINDOW WIDTH 35" VENT WIDTH 1 n n n 11 it / / / / WDW. HEIGHT =7=7,1=1:17- / it u 1=144 LOCKS M o \ I AT SASH J \ t 2 O \ f 3 ___\_1 — = n\ \ i it \ Li 4" MAX. HEAD /SILL CORNERS D.L OPENINGS DLO HT. WDW. HT — 7.5° DLO W. (SINGLE VENT) WDW. W — 7° DLO W. (DUAL VENT) WDW. W/2 — 8.125" 14 3/8° MAX. HEAD SILL DUAL VENT WDW, Iiirucraewz+a iI=trUi she Paride ki.plaece tie alli Ialiss Sx• ;vto1lvo ,I1? LAMINATED GLASS LARGE MISSILE IMPACT Engr DR. HUSIAYGLIN FAROOQ STRUCTURES FLA. PE # 18557 CAN. 3538 (.f O (F ao 2g i Obi a• o. a ca ai °. ttfte N w c 0 .0 0 ac 4 Si drawing W06— (sheet 1 c NO. OF NO. OF WDW. HEIGHT HINGES LOCKS UPTO AT SASH AT SASH 38 -3/8 2 2 72" 3 3 D.L OPENINGS DLO HT. WDW. HT — 7.5° DLO W. (SINGLE VENT) WDW. W — 7° DLO W. (DUAL VENT) WDW. W/2 — 8.125" 14 3/8° MAX. HEAD SILL DUAL VENT WDW, Iiirucraewz+a iI=trUi she Paride ki.plaece tie alli Ialiss Sx• ;vto1lvo ,I1? LAMINATED GLASS LARGE MISSILE IMPACT Engr DR. HUSIAYGLIN FAROOQ STRUCTURES FLA. PE # 18557 CAN. 3538 (.f O (F ao 2g i Obi a• o. a ca ai °. ttfte N w c 0 .0 0 ac 4 Si drawing W06— (sheet 1 c ' DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES WINDOW DIMS. GLASS TYPE 'A' & 'C' GLASS TYPE 'B' & '0' WIDTH HEIGHT EXr( +) iNT.( -) EXr.( +) 1NT.( -) 19 -1/8" 62.0 62.0 80.0 80.0 26 -1/2" Via) 62.0 62.0 80.0 80.0 37" (2) X2.0 62.0 80.0 80.0 18 -1/8" • 6!0 •82.0 w•°I► 80.0 4- 1•/'t•: t3� 8° 62.0 a 62.0 )0.0. • "80.0 :i �.° • • •6�d • • 82.0 8610 4.O • 19•1/ - •6te• 62.0 460.0 LI).0 28.-?/2" 50 -5/8 44° 8i2.0 62.0 h.$..81.0 80.0 • .3.,.• • • 82). 62.0 80.0 80.0 111{414 • • 7.0 •62.0 .415'•110.0 80.0 ,1(i,}.2i • (0) 62.0 620 •ADE • •60.0 • • !b" . 62.0 6061•.80.0 62.0 37° • •16-0148; • 14-1 /4" • S209 62.0 e gq,o, •' 0.0 •26 -1/2" • (8) 482.0 62.0 . ,800 80.0 • • goo •.74- 1/4"{0) 874 82.0 • 8(10 .80.0 80.0 or • ••i2.0• 48.8 62.0 • TIVI ••80.0 48.8 o•Zi•• 24° • 82.0 62.0 ,fl: 80 •*80.0 80.0 eat% 62.0 460.0 080.0 30" (2) • 38° • •9Pe 62.0 80.0 80.0 18° 62.0 62.0 80.0 80.0 24" 62.0 82.0 80.0 80.0 30" (3) 62.0 62.0 80.0 80.0 38" (2) 62.0 82.0 80.0 80.0 18" 62.0 82.0 80.0 80.0 24" 48" 62.0 62.0 80.0 80.0 30" (4) 62.0 62.0 80.0 80.0 38° 36" 62.0 62.0 80.0 80.0 18" (3) 62.0 62.0 80.0 80.0 24" so. 82.0 62.0 80.0 80.0 30° (5) 82.0 82.0 80.0 80.0 36" 82.0 62.0 80.0 80.0 18" 48" 62.0 62.0 80.0 80.0 24° 63° 62.0 62.0 80.0 80.0 30" (5) 62.0 82.0 80.0 80.0 36" 62.0 62.0 80.0 80.0 18" 82.0 82.0 80.0 80.0 24" 72° 82.0 82.0 80.0 80.0 30' (6) 62.0 62.0 80.0 80.0 38" 62.0 62.0 80.0 80.0 37° 72" (8) 82.0 62.0 80.0 80.0 ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACPrY - PSF FOR ( XX ) SIZES WINDOW DIMS. GLASS TYPE 'A' & 'C' GLASS TYPE 'B' & 'D' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.(-) 26 -1/2" 62.0 62.0 80.0 80.0 37" Y8° 82.0 62.0 80.0 80.0 5.3-1/8" (2) 62.0 62.0 80.0 80.0 74" 82.0 62.0 80.0 80.0 26 -1/2" 62.0 82.0 80.0 80.0 37" 38 -3/8- 62.0 62.0 80.0 80.0 53 -1/8" (3) 82.0 62.0 80.0 80.0 74" 62.0 62.0 80.0 80.0 28 -1/2" 62.0 62.0 80.0 80.0 37" 50 -5/8" 62.0 62.0 80.0 80.0 53-1/8° (4) 62.0 62.0 80.0 80.0 74" 62.0 62.0 80.0 80.0 26 -1/2" 62.0 62.0 80.0 80.0 37" 83" 62.0 62.0 80.0 80.0 53 -1/8" (5) 82.0 62.0 67.9 87.9 74" 48.8 48.8 48.8 48.8 28 -1/2" 82.0 62.0 80.0 80.0 37" 72" 62.0 62.0 65.4 65.4 53 -1/5" (6) 45.5 45.5 45.5 45.5 74" 32.7 32.7 32.7 32.7 24° 82.0 62.0 80.0 80.0 36" Z4" 82.0 62.0 80.0 80.0 48" (2) 62.0 82.0 80.0 80.0 60° 62.0 62.0 80.0 80.0 72" 62.0 62.0 80.0 80.0 24" 62.0 62.0 80.0 80.0 36° 36" 62.0 62.0 80.0 80.0 48° (3) 62.0 82.0 80.0 80.0 60" 62.0 82.0 80.0 80.0 72" 62.0 82.0 80.0 80.0 24" 82.0 82.0 80.0 80.0 36° 48" 62.0 62.0 80.0 80.0 48" (4) 62.0 82.0 80.0 80.0 60" 62.0 62.0 80.0 80.0 72" 62.0 62.0 80.0 80.0 24" 62.0 82.0 80.0 80.0 35" 62.0 62.0 80.0 80.0 48° 80" (5) 62.0 62.0 80.0 80.0 80° 62.0 62.0 89.6 69.6 72" 58.0 58.0 58.0 58.0 24" 62.0 62.0 80.0 80.0 38" 5.3" 82.0 82.0 80.0 80.0 48" (5) 62.0 82.0 75.2 75.2 60° 60.2 60.2 60.2 60.2 72" 50.1 50.1 50.1 50.1 24" 82.0 82.0 60.0 80.0 38" 62.0 82.0 67.2 87.2 48° 72" (5) 50.4 50.4 50.4 50.4 60" 40.3 40.3 40.3 40.3 72" 33.6 33.6 33.6 33.6 () - NO. OF ANCHORS PER JAMB SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 TREMCO TREMGLAZE 500 TREMCO TREMGLAZE 500 3/16" ANN. GLASS .060" INTERLAYER SAFELY PLUS POLYESTER .010" PET FILM _060" INTERLAYER SAFETY PLUS POLYESTER 3/16" ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'A' SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" ANN. GLASS .120" INTERLAYER UVEKOL-LIQ RESIN 3/16° ANN. GLASS .015" URETHANE ADHESIVE .070° INTERLAYER 'SAF -GLAS' POLYCARBONATE .015° URETHANE ADHESIVE 3/16" ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'B' SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL -UQ RESIN 3/16° ANN. GLASS 3/16° HEAT STREN'D GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'C' 2 SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: ASTM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. Engr•. DR. MAWMOUN FAROOG STRUCTURES FLA P6 J 16557 C.A.N. .538 DUCT B.BVISBD wilt the Ralik Code u SERIES 515 ALUMINUM CASEMENT WINDOW (LM.L) 0 a a 9°d ca 1 drawing W06- (sheet 2 c • • •••••• • • ••l ••• • •• OOOOO OOOOO • • • • ••••.• • • OOOOOO • • • •.••.• 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING • 44. a 1BY WOOD SUCH d !_.ws r • ••• • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1 ..iii 1-rdw —jig METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MUWON & MUWON'ANCHORS SEE SEPARATE NOA - - JLSLs', TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY .#14 SMS OR SELF DRILLING SCREWS 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) #12 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .125 °) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. newer was= jw� the ThV* e Wes W 0 0 a 'c m v • 0 b 0 Q drawing W06- sheet 3 • • •••••11 • • •••••• • • • •0011 •• •00•• • • •••0• • • OOOOOO • • • •• • • • • •• •••• • • •••• • • •• • • • •••• •••• • • •••• • •••0.• • • •• • • • 11 • f ••• • 1•• SEE ELEV FOR IES80 •••.• 1/4° MAX. • •• • • • • • • • • • • •••••• •• •• • • •11••11• •••• • • •••• 1111•••• • OOOOOO • • •• • • • • 1/4° SHIM MAX. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 GW37528 4 FRAME 6063 -16 - 2 GW37528 4 VENT 6063 -16 - 3 GW37524 1 IMPOST 6083 -16 - 4 N145 AS REQD. GLAZING BEAD 8063 -T6 - 5 #10 X 1 -1/4° 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .082' CHEVRON) ALUMINUM - 8 9 - - CORNER KEY (3 X 11/18 X .062 CHEVRON) ALUMINUM - - - CORNER KEY (3 X 1 -3/8° X .041° CHEVRON) ALUMINUM - 10 2230 AS REQD. FRAME & VENT W'TRIPPING FINSEAL - 11 GW37521 AS REQD. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8° PH SMS) ALUMINUM - 12 GW37522 AS READ. BUTT HINGE EXTERIOR (FASTENED W/ (2) #10 X 3/8° PH SMS) ALUMINUM - 13 23 -65 -32 - R0T0 OPERATOR (FASTENED W/ (4) #10 X 3/8° PH SMS) - TRUTH 14 24 -11 -32 AS READ. LEVER TYPE CAM LOCK (FASTENED W/ (2) #10 X 3/8° PH SMS) - - 15 21089 - STRIKE KEEPER (FASTENED W/ (4) #8 X 1/2° TH SMS) - TRUTH 16 30238 - KEEPER - - MIAMI -DADE COUNTY APPR,D MUWON SEE SEPARATE NOA ORS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING VT 0 D.L OPG. EXTERIOR (DO VENT WIDTH WINDOW WIDTH SINGLE VENT WINDOWS EXTERIOR 8 gn WINDOW WIDTH WINDOW WIDTH 1/4° MAX. SHIM nosecr SWUM 6 • ,, thelirlh t Itoo6 -OCIY• v3 Ihr• iratlsSD•M w.evovi7, $ y ii4a I.GLttai METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing W06- TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS sheet 4. • • • 41 7:. .•L • • ••.••• • • ••• • 1.685• • • • ••• • • • •.' • •,�• • • FRAME • 11 • • •..•.• • • s tag �• r.•• .• •••t♦ •• • • 4O GLAZING BEAD 3.846 .848 - .082 IMPOST CORNERS 8 o� a .938 1.214 2.808 -1 3.121 3.496 00 v c 0 1.000 1.375 1.978 2.121 2.121 2.121 3.000 3.000 1.978 .125 L -1.375 CORNER KEY CORNER KEYS 1 drawing W06- sheet 5