The URL can be used to link to this page

PL-11-382Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1►- 3`I Inspection Number: INSP - 156781 Permit Number: PL -3 -11 -382 Scheduled Inspection Date: May 27, 2011 Inspector: Hernandez, Rafael Owner: THOROGOOD, DANIEL Job Address: 635 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: SEROTA PLUMBING CO Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1122310120070 Phone: (305)672 -7252 Building Department Comments INSTALLATION OF KITCHEN SINK, DISH WHASHER, TOILET, LAVATORY, SHOWER VALVE. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cd May 26, 2011 For Inspections please call: (305)762 -4949 Page 3 of 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name Phone # Email Permit No. MAR 0 4 2011 ti Master Permit No., Job Address (where the work is being done) 3*1 id loS T City Miami Shores Village County Miami -Dade Zip 33 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Ee - ''�- ? v vel Contractor's Address gR 1 Q City rn State i---C. Zip 3 3 131' Co- Flood Zone Phone # 3 0 '; Qualifier Name State Certificate or Registration No. C F d. )42-1.0 b Z 3 Contact Phone 30 S —(01 a. -1 ' Phone # E -mail Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 0 Value of Work For this Permit $ / 9-00 Square / Linear Footage Of Work: 50-rs 0 Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ► k.5hr 1 (4 {LLp CA. S /ct */ b tsc, w 116'6.4, / re, t L.2 T ( ^ r,! 1 4"46 c i/6- -v V Cc. s ..0-‘-) r f,, t„ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /SU CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /Signature O er or Agent The foregoing instrument was acknowledged before me this day of 1 j lAUL4k, 2011 ,by who is personall ?known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi Lilta MY COM des: $� UMS! Mut 16, 2015 OR ()Ares: Notary Blst+Bl Assoc. Co. 1.800.i•NOTARY APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 1 t , � O wh is personally known to e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: L Ci Ur,' &. My Commiss * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer , resLAURA FART: Y MY COMMISSION # EE53276 dfi EXPIRES: March 16, 2015 1- 80 00 .3- NOTMacaw P. Fl. Notary Macaw Assoc. Co. Zoning Clerk checked MAR 0 9 2011 RETROFIT NEW OPENING UJ/ DBL. 2x8 HEADER 4 DBL. 2x4 JAMBS, TYP. BON OPENINGS CONNECTORS: SIMPSON A23 SISTER NEUJ ROOF RAFTER TO EXISTING RAFTER UJ/ 10d NAILS a 12° O.C. STAGGERED, COMMON. STRAP RAFTER TO X. BEAM UJ/ SIMPSON -1T6 AND FASTEN USING 16 -10d. INTERIOR PARTITION SCALE: 3/4'.1I-0' \I Y lORJ.mt4CE AB4017103 3i0N.E Mot Met Want Shores, Roddy 3313! let 3 004330 faz 1477-4084280 anon 1 =4141 03 -09-11 „w Delleption I Oat. W02 iCime Renovalon b borogood Residence 635 NE 145th St. Miami Shores, R 33138 trarojood Brining illie INTERIOR PARTITION DETAIL Al Meet istimner OF 1 CIO '/ (2) 2x8 WD. HEADER A23 -c) A23 EXISTING 2x4 WD. STUD (2) 2x4 W. 5TU05 A23 e RETROFIT NEW OPENING UJ/ DBL. 2x8 HEADER 4 DBL. 2x4 JAMBS, TYP. BON OPENINGS CONNECTORS: SIMPSON A23 SISTER NEUJ ROOF RAFTER TO EXISTING RAFTER UJ/ 10d NAILS a 12° O.C. STAGGERED, COMMON. STRAP RAFTER TO X. BEAM UJ/ SIMPSON -1T6 AND FASTEN USING 16 -10d. INTERIOR PARTITION SCALE: 3/4'.1I-0' \I Y lORJ.mt4CE AB4017103 3i0N.E Mot Met Want Shores, Roddy 3313! let 3 004330 faz 1477-4084280 anon 1 =4141 03 -09-11 „w Delleption I Oat. W02 iCime Renovalon b borogood Residence 635 NE 145th St. Miami Shores, R 33138 trarojood Brining illie INTERIOR PARTITION DETAIL Al Meet istimner OF 1 Thorogood Residence - Door and Window Calculations 1O/11/2010 ASCE 7-05, V=146 MPH, Exposure C Formulas: +GCz118'0177x (Window area) -6[p Zone 4''1.Z8+Ci177x (Window area) -GCp Zone 5: -1.75 + 0.353 x (Window area +PSF: 43.6 x (+GCp + 018} Mark(plan) Width Heigh Win. Area Zone Project -/ec't pressures associates Victor ].Bruce AR'OO171O3 +GCp -GCp +PSF -PSF Doors 101 9 7.58 22J4 4 0.939848 -1.03985 49 -53 5 0.939848 '1.27105 49 -63 Windows 101 2 3 6.00 4 1.042267 '1.14227 53 -58 5 1.042267 '1.47531 53 -72 102 2 3 5.00 4 1.042267 -1.14227 53 -58 5 1.042267 -1.47531 53 -72 103 2 3 6.00 4 1.042257 '1.14227 53 -58 5 1.042267 -1.47531 53 -72 104 2.5 6.67 16.68 4 0.963694 -1.06369 50 -54 5 0.963694 -1.31861 50 -65 105 1.67 3.5 5.85 4 1.044279 '1.14428 53 -58 5 1.044279 -1.47933 53 -72 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.Eov/bmidingcode ES Windows LLC 10653 NE Quaybridge Ct Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 5000 Ontswing Aluminum Casement Window — L.M L APPROVAL DOCUMENT: Drawing No. W08-08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.L) ", sheets 1 through 5 of 5, dated 01/23/08, with revision A dated 02/18/09, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved" or the Product Control Seal, 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 NOD. AD The NOA number preceded by the words Miami -Dade County, Florida, and followed by the «$ �`daty b'e displayed in advertising literature. If any portion of the NOA is displayed, then it shall INSP distrib This is entiret r copy of entire NOA shall be provided to the user by the manufacturer or its available for inspection at the job site at the request of the Building Official. A, ft 08. 0204.05 and consists of this page 1 and evidence page E-1, as well as approval above R ``e tatio was reviewed by Carlos M. Utrera, P.E. NOA No. 09-0226.01 Expiration Dater Aprll 3, 2013 Approval Date:, April 15, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.L) ", dated 01/23 /08, with revision A dated 02/18/09, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. "Submitted under NOA # 08- 0204.05" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, datcd 02/17 /09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08- 0204.05" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butadte PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated February 19, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of acceptance No. 08-0204.05, issued to ES Windows LLC, approved on 04/03/08 and expiring on 04 /03/13. E -1 los M. Ufrera, P.E. Product Control Examiner NOA No. 09- 0226.01 Expiration Date: April 3, 2013 Approval Date: April 15, 2009 0 W in 1 6 g•0. 0 w .J / SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. 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 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. gL a3 i N iV OI 30" O.L OPG 35 1/4" VENT WIDTH 37" WINDOW WIDTH SINGLE VENT WDW, 1/8" HEAT STREW° GLASS .090" INTERLAYER BuTACITE PVB BY 'OUPONT' 1/8" HEAT STREN'D GLASS \\\ SIUCONE (-DOW CORNING 795 GLAZING DETAIL SURFACE APPUED FALSE MUNTINS -' OPTIONAL g 0 � J / 11 / II II \ ®1I1 1 B 1 r -- 1 11 \ II \ / II / 11 / II n 30 5/8" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 D.L. OPG 35 7/8" VENT WIDTH 74" WINDOW WIDTH 30 5/8" D.L. OPG 35 7/8" VENT WIDTH DUAL VENT WDW, MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ! S H UTTERS ARE NOT REQUIRED. PRoa,cr 1IMVISOD aE 1+0A101f 01 1 c a `o 8 a 4 1 -►n Ire 0 .w 0 i•c Y °o N N 1 0 1 • 0 1 0 • r -, drawing no. W08 -08 sheet 1 o 5 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING /t\ d a ° e /BY f WOOD BUCK O j A / d O • a A _. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS] SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/6" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 11 14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS! 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 = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. v dd e 4 d v 4 V d e 4 0 WOJEIMID lib Or Ilheilb AA 1 /—i °W% r.�.e,t • ir5r NyA .3 �'�� /�✓ Via. Dr d ao 0 d 0 d TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FEB 19 2009 c _ '1) D_ .:.I drawing no. W08-08) (sheet 2 of 5 ) c 0 m m 0 0 .c N . t 4 og V1 < 0 8 e NN 2 dote: 01 -23 -00 stole: 1/2° - 1• J SHIM 1..) lJ i 1/4` MAX. SHIM TYPICAL ANCHORS SEE ELEV. 1 FOR SPACING , TYPICAL ANCHORS SEE ELEV. roR SPACING SINGLE VENT WINDOWS MIAIM -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. / FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS • SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS Ertel: DR.��Yt� FAROOQ FLA. PE i 16557 C.A.N. 3538 FEB 1 9 2009 Niputir AN."st ( "r. Lai C O 0 FAX. (305) 249 -0842 u m z c: dote: 01 -23 -08 • A 0 drawing no. W08 -08 (sheet 3 of 5 a.2) 3 FRAME VENT IMPOST IMPOST STIFFENER .125 .188 147 .803 062 .837 r'- 8 GLAZING BEAD ITEM PART % QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 ES5001 -5 1 FRAME HEAD 6063 -T6 - 2 ES5001 -6 1 FRAME SILL 6063 -T6 - 3 E55001 -3 1/ VENT FRAME JAMB -HINGE SIDE 6063 -T6 - 4 ESS001 -4 1/ VENT FRAME JAMB -LATCH SIDE 6063 -T6 - 5 ES5002 -1 1/ VENT VENT TOP RAIL 6063 -T6 - 6 E55002 -2 1/ VENT VENT BOTTOM RAIL 6063 -T6 - 7 ES5002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063 -T6 - 8 ES5002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063 -T6 - 9 ES5004 -1 2/ VENT SNUBBERS, 2 -1/2' LONG (AT 11 -1/2" & 52' FROM BOTTOM) 6063 -T6 - 10 ES1008 -4 AS REOD. GLAZING BEAD 6063 -T6 - 11 ES1010 AS REOD. GLAZING WEDGE SOFT PVC - 12 - AS REOD. FRAME & VENT ASSEMBLY SCREWS - 110 X 1 -1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTAUATION SCREWS - I8 X 1/2" PH SMS 14 ES5005 AS READ. OUTER WEATHLmb1KIPPING NEOPRENE - 15 ES50058 AS REOD. INNER WEATHERSTRIPPING NEOPRENE - 16 P.640-SS AS REQD. CORNER LOCK - SULLIVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 110 x 1/2" PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2' PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2" FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - 010-24 X 3/8' PH SMS 21 30175 1/ OPER. 13 -3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - 010 X 3/8" PH SS SMS 23 - 1/ VENT LOCKING HANDLE - SULLIVAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -1/2" & 50 -1/2' FROM BOTTOM) - SULLICAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - 06 -32 x 1/2 PH MS 26 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' x 1/2' ALUM. BAR 27 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 CS- 200K -SS 2/ VENT KEEPERS (AT 12" & 51" FROM 80TTOM) ST STEEL SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - 110 X 3/8" PH SMS 30 - OPTIONAL 5/16" BOX SCREEN - - 31 ES5014 -1 - DRIFT RESTRAIN CLAMP. 6' LONG 6063 -T6 AT MIDSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - 010 X 1/2" PH SMS 33 ES5009 2/ VENT ANTI SAG SKATE. 2" LONG NYLON /CEL.CON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - 16 x 1/2' PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 E55003 -1 1 IMPOST 6063 -T6 37 ESS010 AS ROD. IMPOST STIFFENER 6063 -T6 Engt OR. SUMAYGUN FAR000 STRUCTURES FLA PE 0 16557 CAI3. 3538 FEB 1 9 2009 NIAANCE MEWED .'5l6cir f� in14111 "a CO it 0 CO to c 0 c 0 m v W A f X 0 0 O c •I 0 o N. c .3 drawing no. W08 -08 sheet 4 of 5 -\mom e _ rte > \ .--•-•-•-."...A1=1111=■1•11•••••■•1•1=1\ -�+. e \ \ \N \ \\ \ \ \ ,\ o \c..tv \ \ \ z \ \ , xi \ \ ‘\ \ 111* \. e ‘Ip . \. ill , mg."--): 12 o \ i, (,:;,, i z \ , ,3 \ N O � T LO \\ � >a 4 1 �— _ ►. \ e . 1111 14 - Igo \ 1 , t. i 1 I 1 - ,,, ! 6. . ‘ \ ‘ %, a., e, .G w---. u ' c a2- “dote: 01-23-08 1 "(revisions: r�5 -5000 ALUM OUTSWING CASEMENT WDW. (L.M.I.) AL- FAROOQ CORPORATION i - . , e 4.5. c no dote bt description ENGINEERS & PRODUCT DEVELOPMENT 2. i, (seole: t /2• - t• A 02.18.09 NO CHANCE THIS SHEET E.S. WINDOWS LLC ENGINEERS S.W. 87 AVE f N �' 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 33174 s, O ' (r. by HAMID MIAMI, FL. 33166 TEL. (306) 284 -9100 FAX. (306) 282 -0975 J N CO 9 (d,Ibv TEL. (305) 249 -0840 FAX. (305) 249 -0842 COMP- ANL \08 -08ESW , S u l — FRAME CORNER BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.I<ov/buildinecode NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 1500 Aluminum Fixed Window — L.NLL APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 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. i EMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed dill date inay be displayed in advertising literature. If any portion of the NOA is displayed, then its :6 rety. OAd A cJ+ of this entire NOA shall be provided to the user by the manufacturer or its ftallr6e fable for inspection at the job site at the request of the Building Official. 7ises r ews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E-1 and ocument mentioned above. on was reviewed by Manuel Perez, P.E. NOA No. 08-0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06 -030& 05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe .E. Product Control : ; , er NOA No. i . r 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P E (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe '.E. Product Control finer NOA No. 0:..{, 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 3 sheet 1 of 7 ) WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH J WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 Of SERIES-1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. 6' MAX. FROM ENDS 12° MAX. FALSE MUNI1NS HEAD /SILL / (SURFACE S D ED) MAY BE a WINDOW HEIGHT • 88 3/8° ' 1 I 1 I II D.L OPG. I I ' —t' t1 /. I •� I i 1 I i II I I I �I I II I — 11 Ij B 1 r i i r DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 " & 3 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 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. 44 3/8" D.L. OPG. 48' WINDOW WIDTH TYPICAL ELEVATION ir—TelYto ce cO Q 0 U 3t 3e 8 FAX. (305) 593-2074 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE_1 _8557 CAN. 3538 PRODUCT REVISED as complying d with the a ee No a Date Precinct O APR 0 9 2008 0 5 a o 0 0 N 8 0 8 E 0 O 0 .1 0 .i; drawing no. W03 -57 1/8" ANN. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' -1/8" ANN. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE 0 0 GLASS TYPE 'A' 3/16° ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'B' -3/16" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/18° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C' 3/16' ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" ANN. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'Bi' 3/16" HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' 3/16' HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 2 Go in ADHESIVE FOAM TAPE 0 GLASS TYPE 'Cl' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & `81"C' GLASS TYPES 'Cl & 'C2' WIDTH HEIGHT EXT.( +) 1 NT.(-) EXT.( +) 1 NT.(-) EXT.( +) 1 NT.(-) EXT.(+) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) NT.(-) 19 -1/8' 26 -1/2" 37' 48" 53 -1/8" 26° 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 _1 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 88.5 66.5 86.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 86.5 68.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/8° 26 -1/2° 37" 48" 53 -1/8° 38 -3/8° 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 85.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1/8" 28 -1/2° 37' 48" 53 -1/8° 50 -5/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 19 -1/8° 26 -1/2" 37" 48' 53 -1/8" 58' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 85.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8" 26 -1/2" 37' 48" 53 -1/8° 70.0 70.0 70.0 90.0 70.0 80.0 70.0 _ 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 63" - - 46.7 46.7 48.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 19-1/8° 26 -1/2' 37' 48" 53 -1/8" 70.0 70.0 70.0 90.0 70.0 80.0 _ 70.0 70.0 70.0 90.0 70.0 80.0 65.2 85.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 74 -1/4" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 83.2 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) 5/32" HEAT STREW D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/4" HEAT SIREN D. GLASS SIUCONE DOW CORNING 795 z ADHESIVE FOAM TAPE GLASS TYPE 'C2' w J L 1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VER11CALLY OR HORIZONTALLY AS SHOWN ABOVE. Erne: DR. HUMAYO`JN FAR000 STRUCTURES FLA. PE x_16557 C.A.N. APR 0 9 2008 PRODUCT REVISED to complying with the MT& Bidding Colo Acsx'4 a Na z 2 8 0 U O m 0 o v 0 1 0 E a it 1 0 drawing W03 -57 7 no. (sheet 2 of 7 DESIGN LOAD CAPACITY - PSF ANCHOR TYPES 'A' & ANCHOR TYPES IT & WINDOW DIMS. WIDTH HEIGHT 18" 24" 30" 36" 42" 48° 54' 60" 36" 18" 24" 30" 36" 42' 46" 54" 60" 48" GLASS TYPE 'A' XT.( +) 1 NT.( -) 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.6 48.0 41.1 70.0 70.0 57.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.8 48.0 41.1 GLASS TYPES '8' & '81' GLASS TYPES 'C1' & 'Cr GLASS TYPE GLASS TYPES '8' & '81' GLASS TYPES 'C', 'CI & 'C2' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES IT & 'C' MASS TYPE GLASS TYPE; GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES EXT.(+) 1 NT.( -) EXT.( +) 1 NT.( -) EXr.( +) 1 NT.( -) EXr.( +) INT.( -) EXT.( +) WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) EXT.(+) 1NT.(-) 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 24" 108" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 90.0 70.0 80.0 57.6 57.6 70.0 80.0 48.0 48.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 18" 30" 36" 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 90.0 70.0 80.0 57.6 57.8 70.0 80.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 41.1 41.1 41.1 41.1 60.0 80.0 70.0 90.0 70.0 80.0 36.0 36.0 36.0 36.0 70.0 90.0 70.0 80.0 36.0 36.0 38.0 38.0 70.0 90.0 70.0 80.0 18" 24' 30" 36' 42" 48" 54" 60' 60" 70.0 70.0 57.6 48.0 70.0 36.0 70.0 38.0 90.0 38.0 70.0 38.0 70.0 90.0 70.0 80.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 87.3 87.3 70.0 90.0 I 70.0 80.0 41.1 41.1 41.1 41.1 70.0 36.0 36.0 36.0 38.0 70.0 90.0 90.0 70.0 80.0 70.0 80.0 32.0 32.0 62.2 71.1 18" 24" 30" 36" 42" 48" 54" 60" 72" 70.0 70.0 57.6 70.0 70.0 90.0 28.8 70.0 28.8 80.0 56.0 64.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 70.0 90.0 70.0 41.1 41.1 70.0 80.0 38.0 38.0 70.0 32.0 32.0 62.2 80.0 71.1 18" 24" 30" 36" 42" 48" 84" 70.0 70.0 28.8 28.8 56.0 64.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 L 70.0 80.0 57.6 57.6 57.6 57.6 70.0 90.0 70.0 80.0 48.0 48.0 70.0 80.0 41.1 41.1 70.0 80.0 18" 24" 30" 36" 42" 48" 90" 70.0 70.0 36.0 70:0 70.0 90.0 70.0 36.0 80.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.8 57.6 70.0 90.0 70.0 80.0 48.0 48.0 70.0 80.0 41.1 41.1 70.0 80.0 18" 24" 30" 36" 42" 98" 70.0 70.0 70.0 90.0 38.0 70.0 38.0 70.0 80.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 90.0 70.0 80.0 57.8 57.6 57.8 57.6 70.0 90.0 70.0 80.0 48.0 48.0 41.1 41.1 70.0 80.0 70.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 300-02/04 (3 SEC. GUSTS). 48.0 48.0 70.0 80.0 RCM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engr: DR. HOMUN Marl STRUCTURES PIA. PE # 16557 PRODUCT REV ISED es complying with the Florid* Ridding Code No jiTireirr Dude Product .APP 0 9 7008 co g i co 011 to. E ▪ z yr Me M Li Mfi op▪ Plcr co La blicill0 cn FAX. (305) 593 -2074 0 CO cs 1 drawing no. W03-57 (sheet 3 of 7 WINDOW HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING i BY METAL WOOD BUCK STRUCTURE .a.• - v 4 • • s .. TYPICAL ANCHORS . SEE. ELEV. FOR SPACING 4 TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FoIR SPACING 2BY WOOD OR WOOL MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA A TYPICAL ANCHORS SEE ELEVS. FOR SPACING L WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 3/16" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 3/16" TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) 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) TYPE 'B'— 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 .#.1.4-3.619.B..-5ELEDELMEMBDIS 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) TYPE 'C'— fi10 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Engr R. HUMAY UN FAR STRUCTURES FL4 FE 16537 C.A.N. APR 0 9 2f(J Pi .,011r.(•' PI a":r :) 119 ••• • • .... 3aara6�t tuddin Codr Aegotesee NO Ibritration Date ) O 1 m 8 F. a 0 Y 8f 0 N ag. 8 0 0 C 0 0 n 0 1 • N 1 0 1 • drawing no. W03-57 sheet 4 of 7 1/4° SHIM MAX. EXTERIOR D.L. OPG. WINDOW WIDTH MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH ITEM PART $ QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES5001 4 WINDOW FRAME 6083 -T5 - 2 ES2000 -8 OPTIONAL GLAZING STOP 6083 -76 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6083 -T5 - 4 #8 X 1' AS READ. ASSEMBLY SCREWS CRS PH SMS 5 - 2/ LITE SETTING BLOCK NEOPRENE 7/18° X 3/t8' X 3 -1/2° LONG 6 ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL 1/4' SHIM rs TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/e MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMA(OUN FAROOQ p/dADUCT REPINED F A PE # 16557 se eamplying with the Ili C.A.N. 3538 guiding Cede Oat. fAilirt- IS D7 A 0 9 ZOOri z g rig us h O JO u. N 0 IL O ti 47aWw§ ova • coo eg O • Wy aw -i� z 3 z i W W N v, 0 03 FAX. (305) 593 -2074 0 0 a m V O • drawing no. W03 -57 (sheet 5 of 7 C ) FRAME .500 .so3 .062 -�I L -.147 GLAZING STOP (OPTIONAL) .72i-3 .577 ;45J -c* .868 FRAME COVER (0PTI0NAL) BULB VINYL (OPTIONAL) 2.190 .770 1 .500 FLUSH FRAME ADAPTER 1.788 0.142 .125J ALUM CORNER LOCK (6083 -T5) 0 ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING • e • e. 41W1111111A 1/1 1 • HHIM ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. 0R. HUW UN FAROOQ FLA. STRUCTURES 6557 CAN. 3538 A.UODUCT REVISED as complying with the Florida Code No Nato ,FEWA1 re APR 0 ) 2008 3i S 0 01 L C O n PC Yl y U m 0 W 0 O Q S 1 R S U N 0 0 drawing no. W03-57 sheet 6 of 7 • 0 RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM STRAP W/ (2) SCREWS AT EACH LEG RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS AT EACH STRAP TYPICAL CORNER DETAILS ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM STRAP W/ (4) SCREWS AT MN STRAP ALUM CORNER LOCK W/ (4) SCREWS AT EACH SIDE CIRCULAR WINDOWS E t UM YOUN FAROOU STRUCTURES FLA. PE {t_i _8957 N. CA 3538 Plii0,1UCT REVISED pt091plyipg with the FInrido adding Code No Date z re 2 F r o Ri m fg C 8'h 8 o .3 roe" ijii a. 0 O 0 i4 0 0 0 0 ( ) drawing no. W03 -57 • sheet 7 of 7 Ki 1 -39 2, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, FL33138 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluznim,m Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51, titled "series -3000 Ahura Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, P E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. _ MISS I VipAcT I iTING: Large and Small Missile Impact Limiiaton: R Lo!�r Dign Pressures of Door, sidelites, hardware, glass and threshold options shall control. 1 i seheetL for single sidelite and sheet 2.2 for doors with sidelites options LAB u ; it a permanent label with the manufacturer's name or logo, city, state and de County Product Control Approved ", unless otherwise noted herein. be considered after a renewal application has been filed and there has been no e b • . g code negatively affecting the performance of this product. ON 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. ADVEitlS1MVME T �NOA number preceded by the words Miami -Dade County, Florida, and followed by the exiratioi date ` y Ike ;displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in t e INS QN: A popip anclit Thf -, 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.miamiadade.gov/buildingcode entire NOA shall be provided to the user by the manufacturer or its distributors action at the job site at the request of the Building Official_ 825.04 consists of this page 1 and evidence page E -1, as well as approval The su mttteti •` , u entail n was reviewed by Ishaq L Chanda, P.E. Ir\10`" NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08 /09 signed and sealed by Arshad Vigor, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No.. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by AI- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 (4) ANCHORS AT MTG. STILES AND MULUON ENOS 33 11/16° FR. HEAD & SILL 146 3/8" FRAME WIDTH 73" FRAME 6° MAX. HEAD /SILL CORNERS 3' HEAD & SILL 6" 3" 1 1 / LOCK OAITIONS SEE SHEET. 2 FOR CAPACITY // // r o1 n 29 5/16" 11 II O 11 11 • ACTIVE O L. OPG. 33 5/16" PANEL WIDTH f I 28 3/16' D.L. OPG. 36 13/16° LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME 1NT0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. X11 / INACTIVE a / 33 11/16" FR. HEAD & SILL 6° -IT SURFACE APPLIED FALSE MUNTINS MAY BE USED h 7 ( OXXO ) 12" MAX. HEAD SILL 11 1 29 5/16' D.L. OPG. 33 5/16" PANEL WIDTH INSTRUCTIONS; USE CHARTS AS FOLLOWS. i0 E2 tag O v (4) ANCHORS AT MTG. STILES 6° MAX. 76" FRAME WIDTH 73° HEAD /SILL CORNERS FRAME HEAD & SILL 3" 1- 0 W EAF HEIGHT -H 1 W Imo 7' \ II \ II \ QII \ \ BUTT HINGES SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDEUTE COMBINATION WITH DOOR OR SIDEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ACTIVE r it 28 3/16" D.L. OPG. / LOCK OPTIONS SEE SHEET 2 FOR CAPACITY // \ // / / / / / / 1I INACTIVE PIVOT HINGES SEE SHEET 2 FOR CAPACITY XX ) 12" MAX. HEAD SILL i0 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAV*D AHMAO FLA. PE 1 70592 C_ .N. 3538 MAR 1-5 21)1D PRODUCT REVISED as complying dding with the Florida Ace No Expiration Date Miami Dade o o • -1 Ir E of O 0 el a0;' 0 a. 0 {1Li W U) Sof�{ . w e1 { a 8 W E en Rft y W to n N M � Zy�ro 3z4-o a U) N v • N g w to 2 FAX. (305) 624 -7777 { re c 0 0 c 0 n u 0 0 0 P 8 a 0 0 r 8 N 0 0 0 0 0 c 0 0 W 4 3 0 0 0 V 0 1 drawing no. W04 -51 sheet 1 of 7 ) x W W FRAME HEIGHT FRAME WIDTH 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', '8' & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION 'i' OPTION '2' EXT. (4-) INT. ( -) EXT. (4. ) INT. ( -) EXT. (+) INT. ( -) EXT. (+) INT. ( -) EXT. (4-) INT. ( -) EXT. (+) INT. ( -) EXT. (4) INT. ( -) 95 -3/4 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A'. 'B' & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4.) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 95 -3/4 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES; OPTION /1• THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1 "FHSMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION A2; FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16 -24 X 1" FH MS (2) PER WING D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2' 28- 11/16" 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/16" 3/4 (X) 39 -5/8" 36- 13/16' 28 -3/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4' 34- 11/16" 26 -1/16" 6/4 (XX) 76" 36- 13/16" 28 -3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYUTE OPG. NOMINAL. HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAH. HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" i 69- 1/16" 65 -5/16" 8/0 95 -3/4" 93 -1/4" 85 -1/16" 81 -5/16" LOCKING HARDWARE: ACTIVE LEAF; OPTION Al SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 1 -3/4" PH M5. CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #B X 3/4" FH SMS (2) SCREWS PER BOLT OPTION 82; 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18 -32 X 2" OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 18 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) .STD. SILL 1.500 Engr: JAVAO AMMO CML FLA. PE / 70592 CAN. 3538 MAR 25 2010 HI -RISE SILL, PRODUCT REVISED as complying with the Flonde Building Code Acceptance No 4 + Expiration Date By \S t#." \ .Cinti,+ -C Miami Dade Control Division a id C 0 y N (305) 624 -7777 0 m 0 2 4 11 .0 0 la- W REV. PER BCCO COMMENTS m 0 '0 0 0 0 8 0 8 n 0 N 0 0 0 0 W • 4 0 m 0 drawing no. W04 -51 sheet 2 of 7 FRAME WIDTH O 0 W W 0) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES 'A'. .8...1). 'C', 'E' 'F' EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 80.0 87.6 87.6 90.0 90.0 D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS .090" INTERLAYER • 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS SILICONE g �•+ DOW CORNING 795 2 In L [C O gGLASS TYPE 'A' W m 0 it W In 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'E' z 3 m m rTs tn 0 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'B' 1/4" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" H.S. GLASS SIUCONE DOW CORNING 795 0 GLASS TYPE 'F' z 2 m \1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REOUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL - +70.0 PSF HI -RISE SILL = +90.0 PSF �= 1/8" H.S. GLASS cc W GLAZING OPTIONS STD. 4ILL HI -RISE SILL SIUCONE OOW CORNING 795 GLASS TYPE 'C' CO 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE DOW CORNING 795 Fli O it W GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 2.000 Engr. JAVAD AHMAD FLA. PE / 70592 C.A.N. 3538 LIAR 2 5 MU PRODUCT REVISED 69 complying with the Florida Banding Code , Acceptance girl No Expiration Date 'I? a By 14 1�>_�1enA V Miami uat Control Division N t a V t n C 0 •u a, 8 Qi 0 4 u .o C 0 0 v 0 8 0 4 0 H 0 N 0 vs wa v i� c 0 0 N e 1 1 C_____. j drawing no. W04 -51, sheet 2.1 of 7 MULLION DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES FRAME HEIGHT FT. /IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.( +) /INT.( -) EXT.( +) /INT.( -) EXT.(+) /INT.( -) 24 27 30 33 36 39 42 6/8 80.0 _ 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 21 24 27 30 33 36 8/0 78.9 80.0 90.0 74.8 80.0 90.0 71.1 80.0 90.0 - 67.9 80.0 90.0 65.0 80.0 90.0 62.4 78.9 90.0 60.1 76.0 90.0 UNREIIFORCED REINFORCED DOOR TO SIDELITE MULUON W 1 (XO) (ox) [ I / / /C / i%; \ ®\ [Tir /5, ,L. .5 \ T ..5; :...5 % \ \ © i (XO) (ox) REINFORCED SIDELITE TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH DOOR WIDTH ( 0X0 ) I [ I / / /C / i%; \ ®\ �- C i%� Q //,'. '/,i \ T / \ % \ \ © i REINFORCED SIDELITE TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH DOOR WIDTH ( 0X0 ) I [ I / / /C / i%; \ ®\ �- C i%� Q //,'. /AN \ Ve ii \ \ ��i / / / / /® \ © 0 --- \O--' t \ / \ \ / / \ / Q1° \ \/- / Q \ \ REINFORCED SIDELITE TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE WIDTH DOOR WIDTH ( 0X0 ) I I / / / /C / i%; \ ®\ �- C i%� Q //,'. / Ve ii ( X00 ) ( OOX ) ( OXXO ) SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH I / 1- 1 / Ve ii \ \ ��i / / / / / \ \ / / V \ \ Q \ IlloNIMI► ►- 0 :i ( OXXO ) SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH ( X0X ) I I / 1- 1 / iiS 'fi //.\ p/ / ii% i \ \ \ Q \ \ 0\ \ ii% \ "�� \ / / / / / \ t / \ / \ / Q \ \ / / ( X0X ) I / \ 1 © iiS 'fi //.\ p/ / ii% i \ \ \ Q \ 0\ \ ii% \ "�� \ / / / / / 0; ,i TQ t XX00 ) ( OOXX ) Engr: AVM AHMAD CPAL FLA. PE 1 70592 CA.N. 3538 MA 5010 PRODUCT REVISED as complying with Cho Florida Bum Code Acceptance No Expiration Date V4 \ • LikcAx.�- MM�n Dade Prod Control Division 'w J t O • 2 WI O 1 0 Ot og O aQa o E 1 fig ra- i Z� J 0 10 at .. 4 61E0 i 3 2 0 I% it IR qiu n 0 m o PI CCI Ial NQ((p n OP."1'i 0 M N Z j 3zLi' V• 0 N g -� Wln2 ffl c O .ca c 0 u 711 8 8 LL' a ffi 0 �QJ 8 d as 0 n O 1. 8 0 O O 0 O O_ h 0 O O c 0 W 0 0 0 1 V ( ) drawing no. W04 -51 (sheet2.2of 7 . „ FRAME HEIGHT Ao. LEAF HEIGHT . N x --:\ o v i EXTERIOR 0 e r co ..z.•.... ._ m 5 O D.L. OPG. O 8 NoN O ® ® v ^ ^ iii rl (/ a '--- rn 1 SIR g' z / 1 /4” MAX. u) 1 SHIM SHIM SPACE FRAME HEIGHT N F r \ LEAF HEIGHT >Z a. v xX11.1x zz2)- -D 00�i , §3V: EXTERIOR z.o °o g r� a N D.L. OPG. f m' J R.m MpN de r2-�Z 7 Ai 4 Zr' —I. • ® ® •�.„,. „ ° j el 51:1 14 n ' fi 81n:Pri'ir.; d • � ;: i r�: i j � �CaIR I� ..I y --�.., t 1^ wJ 7r L r i -r.__(J D '4 rl (I) rn 14 _ 4 :III' rrt S b Z • Z ,� Ja' z © �W w G �� MAX, 1/4" MAX. x co SHIM SPACE SHIM o Jr o te =e c in Z a 8 z En L - - -- EXTERIOR tD 1 I■o !i1 - rno ati = all . gb zA i 1 o o pa 2t% -4 N W14 mid 11 cw. t. iF it 1 e .4 : ari I- • 7 a (dote: es -10 -04 I. revisions: „�SERIES -3000 ALUM OUTSWING FRENCH DOOR (L.U.I.)� AL- FAROOQ CORPORATION a c no a e Y escrlp Ion M ENGINEERS & PRODUCT DEVELOPMENT ,• 0 Al . `etch 3/8" . 1' 1 C 08.17.07 REV. PER BCCO COMMENTS E.S. WINDOWS, LLC+ 1236 S.W. 87 AVE W / J GLASS '0' & BOTT. RAIL ADDED 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 33174 C 1 dr. by HAMID , 0 08.14.09 NO CHANGE THIS SHEET 2. «l MIAMI. FL. 33166 _TEL. (305) 264-8100 FAx• MOM tea -ss�s . ` v — o chk. by l E 11.2309 GENERAL REV. TEL. (305) 824 -7775 FAX. (305) 624 -7777 L COMP- ANL \W04 -51 ESW ) J s F 03.12.10 REV. PER BCCO COMMENTS . - EDGE DIST. 3/16" X 1 -1/2" WEEP SLOT 1 /SILL ATI SIDEUTES t EDGE GIST. I Al TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/2" MIN. THROW BOLT PENETRATION INTO SILL ' a O 3/16" X 1 -1/2" WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS EDGE DIST. EDGE pIST. •a 4 IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS III —RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS HI— PROFILE BOTTOM RAIL' APPLICABLE TO STATIONARY AND OPERABLE UNITS MP 2 5 ZUW sheet 3 of 7 EDGE DIST. w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy. 155 KSI) 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 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. 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 = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Emir: JAVAD /WMAD CIVIL FLA. PE # 70592 C.A.N. 3538 MAR 5 201[l PRODUCT REVISED as complying with the Mmid8 Building Code Acceptance? Expiration Data By l t . LAL Miami Dade �ucc Contcaf Division i J FAX. (305) 824 -7777 til CC 0 n u 4 5 1 0 8 C O 0 O C L a O r—. 1 O 0 drawing no. W04 -51 sheet 4 of 7 C ) ITEM / PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES3001 -1 1 FRAME HEAD 6063 -16 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -16 - 3 ES3002 -1 1 FRAME SILL (STANDARD) 6063 -15 - 3A ES3025 1 FRAME SILL (HI -RISE) 6063 -15 - 4 ES3003 -1 AS READ. SIDEUTE ADAPTER 6063 -16 - 5 ES3004 AS REDD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -16 3" LONG 6 E53005- 1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 8A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -15 - 7 E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIOE 6063 -T5 - 8 ES3007- 1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -16 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 10 ES3008- 1 AS READ. SIDEUTE STILE 6063 -T5 - 11 F8- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 FB -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 13 ES3011 AS REM). JAMB TRIM 6063 -T5 OPTIONAL 14 ES3012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -16 - 17 E53003 -3 3/ LEAF HINGE ASSEMBLY 6063 -16 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - • - 000R LOCK (SAVANNAH 2015L) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS REOD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 2? ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1 -1/4"X1 /8"X4 -1 /4" LONG 24 - AS REI M. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - 28 E54014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REOD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1 " FH SMS 34 Q /LON AS REOD. DOOR PANEL W'STRIPPING - SCHLEGEL Engr: JAVAD *MAD CIVIL FLA PE / 70592 C.A.N. 3538 %op9. 2010 PRODUCT REVISED � � the Florida Acceptance No Expiration Date i�ivision Z (1)% 0h 44 0, - a. S cc 0 O t a u '4 a2W(q O O dea5 otimE • 1A 4 Wag 6 IL Wy 4 figs an W in 0 a 0 . FAX. (385) 624 -7777 C ) C 0_ C V O rc c i A a C g g Z Z O 0 C O Tri L r m 0 0 ri co 0 0 O c U 0 a o o - ri ei .. . o W 1. 0 v° c u, drawing no. W04 -51 sheet 60f 7 sheet 6.10f 7 ) 1.500 4.000 1.779 --Di .078 2.250 I°- 2.016 - 0 ® FRAME HEAD /JAMB L.101 .361 .105 .225 31 WEDGE GASKET (SCnx 1:1) OS� .060 .388 no- 1.5001 15 WEATHERSTRIP ADAPTER 3.350 t 2.674 I SHEAR PLATE I- 1.750 -.1 .078 4.000 3.500 .913 666 L 590 © TOP /BOTTOM RAIL .800 .045 .852 JAMB TRIM (OPTIONAL f.-- 2.674 078 .395 .750 3.350 SIDELITE ADAPTER .250 1.112 1 1.531 PANEL CLAMP .688 0.312 tom-- 2.125 2.125 0.375 .688 3 PIECE HINGE 3.375 .062 -1 1.145 r_ .475 -.I .927 I-- SILL COVER +6•-- 2.000 .913 1.750 .621 .094 SIDE LITE STILE .125 2.000 MULLION REINF. CHANNEL 4.000 1.750 .590 .094J HINGE STILE .913 1.984 4.625 .094 _1 .913 .5901.750 4.000 ---J LOCK STILE /KEEPER STILE .590 .078 7.250 .913 7.750 1 II__ Q HI- PROFILE BOTTOM RAIL .490 L_ .563 1.145 2.163 .078 4.000 ® FRAME SILL (STD.) 1.500 .490 ��- .563 .078 4.000 1.145 1.954 .062 ® FRAME SILL (HI -RISE) 2.000 Engr. JAVAD AHMAD CIVIL FIA. PE 1 70592 C.A.N. 3538 5 201U PRODUCT REVISED as complying wirh the Florida Building Code Amman= No 499421740 Expiration Date By Miami Division re" O W et I Ir 0 o 0 x G 0 Vo o d(4 g i u.1(4- i ZEE v 0 a 0 U t (305) 624 -7777 c -o re W rc o o 0 8 ro 0 W ■ • ■ e X su drawing no. W04 -51 / 7,, /.\\ '\\ 4,---____ V \ 1 \ / \ \\ \P A ., Al=rs 1...„, \17. \ , ___....„ AmIsmirat (/---1 . ,,, ,, , . vIIIIw, \,.., %,,, 0 \\ \ %A . 1%9 )%t, • ,v,i, . A14-v-L------------ - , \ e 0 Z rn o m ATV"- ' 7z5'ij. gi z.iv%\ \ zA 111 Z N '( > Ilk Z 114 iliii N . _ - I' r il NW i , I Z PIA t" 6) 1. xi z a ;dote: 08_10_04 ,"(revisions: .��(SERIES -3800 ALUM OUTSWING FRENCH DOOR (L.M.I.), AL- FAROOQ CORPORATION a O no dote by description m r 1 ENGINEERS & PRODUCT DEVELOPMENT CI 16, (wale: 3/8" • 1• J 8 08.71.08 NO CHANGE THIS SHEET E S WINDOWS LLC V .p \ J 1235 S.W. 87 AVE .p C 08.17.07 NO CHANGE THIS SHEET T i 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 33174 (dr. by HAAAID 0 08.14.09 NO CHANGE THIS SHEET tit E 11.23.09 GENERAL REV. MIAMI, FL. 33166 TEL (305) 264 -8100 FAX. (305) 262 -6978 V P (et& by �_, F 03.12.10 REV. PER BCCO COMMENTS TEL (305) 824 -7775 FAX. (305) 624 -7777 ._ . j ( COMP- AMAW04 -51 ESW ) FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIDELITE CORNER drawing no. W04 -51 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 Aluminum Tube Mullions - L.M.L APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL -Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E", signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur 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 follow. 4 )3Yrit0,,e x 4 0 may be displayed in advertising literature. If any portion of the NOA is disp .� `�< rt E -� 9 ne in its entirety. INSP w cop this entire NOA shall be provided to the user by the manufacturer or its drstn d be a' ailable for inspection at the job site at the request of the Building Official. Z'h�;w�*. OA ,re �, ►, OT 06-0913.05 and consists of this page 1 and evidence page E-1, as well as , iii r r rf 9 N -( above. � AMY r E T1 ub11044 4 1:8 ®n was reviewed by Jaime D. Gascon, P. E. xr APPROVED �' a taldl NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1: Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL- 3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted raider previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29 /07 and expiym' g op 09/16/09. E -1 Jaime D. Gascon, P Chief, Product Control Division NOA No 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 11 II II c -- I -1r- 3.000 uu 4.000 rl 11 _ TYPICAL II WINDOW FRAME 5.000 a IIIE keg - 1 'u'-m' I 6.000 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. 3_1E12_2 USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL xu� GLAZING PRODUCT 11 ill It war 2.000 TUBULAR SHAPES ALLOY = 6063 -T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT E.vgr: ARSHAD VICAR CARL FLA. PE # 38863 CAN. `7 01 2000 4.000 1.000 PRODUCT RENEWED as complying with the Florida 3uilrling Code Acceptance No ".. ,,.t: . ii Expirati ,. Date 'sue. e C.PIL Miamai ade Pro etCoutrol Divit.iou 8 2 ALUMINUM TUBE MULLIONS MULUON \M04 -04ESW FAX. (305) 624 -7777 c 0 a 0 m `0 P V. 0 a NO CHANGE THIS SHEET r x c 0 c 0 Q b 2 0 0 N 0 0 ed N 0 0 ,c m 0 0 u c e drawing no. M04 -04 (sheet 1 of 8 1.000 .323 1.000 r_ 4°— 2.000 —1_E.125 1.000 p- .338 .125 4.000 .125 3.000 1 X 3 STD. MULLION 6063 —T6 1 X 4 STD. MULLION 6063 —T6 1 X 3 CUSTOM MULLION 6063 —T6 .323 1 X 4 CUSTOM MULLION 6063 —T6 2.000 .125 .125 2.000 1 2.000 —I Ed = MIN. EDGE DIST. 1/2° FOR 1/4° DIA. ANCHORS 5/8" FOR 5/16° DIA. ANCHORS ANGLE CLIP 6063 —T5 {�--- 2.000 r.125 2 X 5 STD. MULLION 6063 —T6 2 X 6 STD. MULLION 6063 —T6 2 X 6 HEAVY MULLION 6063 —T6 .125 4.000 .720 3.000 .125 Ed. 2 X 3 STD. MULLION 6063 —T6 2 X 4 STD. MULLION 6063 —T6 .156 TYP. 2.750 3.250 3.750 NOTCH OPTIONAL Engr: ARSHAD YIQAR FtA. PE # 38863 CAN. 3538 Ed = MIN. EDGE DIST. 1/2° FOR 1/4° DIA. ANCHORS 5/8" FOR 5/16' DIA. ANCHORS MULLION CLIP 6063 —T6 Ed = MIN. EDGE DIST. 1/2" FOR 1/4- DIA. ANCHORS 5/8° FOR 5/16" DIA. ANCHORS MULLION CLIP 6063 —T6 OCT 01 2009 PRODUCT RENEWED complying with the Florida Bellarg Cori A.cceptanco No E� pina ern Date By Mimi lade Product Control fie' 20 N 8 • drawing no. M04 -04 sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. STD. HEAVY DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. STD. HEAVY 19 -1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 146.8 150.0 150.0 150.0 150.0 87.3 140.1 134.6 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30° 37" 42" 48" 54" 60" 66" 72° 74 -1/4" 74.6 140.9 115.1 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 37.4 30.6 54.7 76.5 101.4 150.0 19-1/8" 26-1/2" 30" 42" 48" 54" 66" 120" 37.9 27.3 55.3 96.7 146.1 150.0 27.3 39.9 69.8 105.5 150.0 24.1 35.3 61.7 93.2 150.0 28.6 50.0 75.5 138.8 25.2 44.1 66.5 122.3 22.0 38.5 58.2 107.0 34.3 51.8 95.1 30.8 46.6 85.6 28.0 42.3 77.8 25.7 38.8 71.3 19 -1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.6 150.0 150.0 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 66.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 50.1 80.5 77.3 117.7 150.0 150.0 150.0 19-1/8° 26 -1/2° 30" 37" 42" 48" 54" 60" 66" 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 26.6 56.9 41.1 83.2 116.4 150.0 150.0 23.4 50.1 36.2 73.3 1023 135.8 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 39.0 28.2 57.0 79.7 105.6 150.0 35.1 25.3 51.3 71.8 95.1 150.0 31.9 23.0 46.6 65.2 86.4 150.0 29.2 21.1 42.7 19 -1/8" 26-1/2' 30° 37" 42" 48° 54" 60" 66° 72' 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.6 150.0 150.0 150.0 41.7 66.9 64.3 97.8 136.8 150.0 150.0 38.2 61.3 58.9 89.6 125.4 150.0 150.0 19 -1/8° 26 -1/2" 30" 37° 42" 48" 54" 60" 66" 72" 96" 34.5 74.0 53.3 108.1 59.8 150.0 79.2 145.6 19-1/8" 26-1/2" 30" 37" 42" 72" 132" 28.5 20.5 41.6 72.7 115.6 150.0 20.5 30.0 52.5 83.4 150.0 26.5 46.3 73.7 135.4 21.5 37.6 59.7 109.8 33.1 96.7 29.0 46.1 84.6 25.7 40.9 75.2 23.2 36.8 67.7 21.1 33.5 61.5 30.7 56.4 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 38.2 27.5 55.9 89.1 118.0 150.0 33.7 24.3 49.2 78.5 104.0 150.0 29.5 21.2 43.1 68.7 91.0 150.0 26.2 38.3 61.0 80.9 148.6 23.6 34.4 54.9 72.8 133.7 21.4 31.3 49.9 66.2 121.6 28.7 45.8 60.7 111.5 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 21.9 32.0 56.0 89.0 150.0 23.1 40.4 64.3 118.0 20.4 35.7 56.8 104.3 28.9 46.0 84.5 25.5 40.5 74.5 22.3 35.5 65.2 31.5 57.9 28.4 52.1 25.8 47.4 23.6 43.4 19 -1/8° 26 -1/2" 30" 37' 42" 48" 54' 60" 66" 72° 63° 121.9 150.0 150.0 150.0 150.0 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 43.2 69.3 66.6 101.3 141.8 150.0 150.0 38.8 62.4 59.9 91.2 127.6 150.0 150.0 35.3 56.7 54.5 82.9 116.0 150.0 150.0 32.4 52.0 49.9 76.0 106.3 140.8 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 86" 72" 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 37.5 27.0 54.8 95.8 130.2 150.0 33.1 23.9 48.4 84.6 115.0 150.0 26.9 39.2 68.6 93.3 150.0 23.7 34.6 60.4 82.2 150.0 20.7 30.2 52.9 71.9 132.1 26.9 47.0 63.9 117.4 24.2 42.3 57.5 105.7 22.0 38.5 52.3 96.1 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE ' D' AND ' E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', "B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGuLAR SHAPE GLAZING PRODUCT VERTICAL 0 3 2 a MULLION GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS 2 CWIL RA. PE 38863 C.A.N. 3538 OCT 0 1 2009 PRODUCT RENEWED wmplyhig with the Florida letraart?„ Coda Expirelimu Dote 176. Accepteace No Wilms e Product Co z I MC w 0 t71 010 8 Item. g- ,4t52 g ALUMINUM TUBE MULLIONS 0 0 -J 0 In C9 3 14i 5 (305) 624 -7777 in to 0 0. UPDATED FOR 2004 FBC N. .0 0 0 0 drawing no. M04-04 sheet 3 of 8 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 13 C D E 19-1/8" 26-1/2" 30" 37" 42° 48" 54" 60" 66" 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 150.0 150.0 150.0 150.0 116.0 150.0 150.0 150.0 150.0 102.2 150.0 132.9 150.0 150.0 89.4 150.0 116.3 150.0 150.0 79.5 147.3 103.4 150.0 150.0 71.5 132.6 93.1 150.0 150.0 65.0 120.5 84.6 150.0 150.0 59.6 110.5 77.6 150.0 150.0 19-1/8" 26-1/2" 30" 37° 42° 48" 54" 60" 66° 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 19-1/8" 26-1/2" 30° 37" 42" 48" 54" 60" 66" 72" 58 ° 148.5 150.0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 123.1 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.6 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 68.4 136.8 150.0 28.6 47.3 87.7 61.6 123.1 150.0 48.2 43.0 79.7 56.0 111.9 139.9 31.0 39.4 73.1 51.3 102.6 128.3 19-1/8" 26 -1/2" 30° 37" 42" 48 54" 60" 66" 72" 103.7 136.7 150.0 150.0 150.0 150.0 149.7 98.7 150.0 128.3 150.0 150.0 150.0 87.2 150.0 113.4 150.0 150.0 36.3 70.7 131.0 91.9 150.0 150.0 58.9 62.3 115.4 81.0 150.0 150.0 63" 54.5 101.0 70.9 141.7 150.0 47.1 48.4 89.7 63.0 126.0 150.0 42.8 43.6 80.8 56.7 113.4 141.7 39.3 39.6. 73.4 51.5 103.1 128.8 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 13 C D E 19-1/8" 26-1/2" 30° 37" 42° 48° 54" 60" 66" 72" 74-1/4" 116.0 150.0 150.0 150.0 150.0 83.7 150.0 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 111.1 78.0 150.0 150.0 52.8 97.9 68.7 137.4 150.0 46.2 85.7 60.1 120.2 150.0 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 62.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 100.2 18-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 102.5 150.0 133.4 150.0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 36.3 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 27.2 50.5 35.4 70.9 88.6 19 -1/8" 26-1/2" 30" 37° 42" 48" 54" 60" 66" 72" 96" 89.7 150.0 116.7 150.0 150.0 64.8 120.0 84.2 150.0 150.0 57.2 106.0 74.4 148.8 150.0 46.4 85.9 60.3 120.6 150.0 40.9 75.7 53.1 106.3 132.9 35.8 66.3 46.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 28.6 53.0 37.2 74.4 93.0 26.0 48.2 33.8 67.6 84.5 23.8 44.2 31.0 62.0 77.5 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 79.8 147.8 103.7 150.0 150.0 57.6 106.7 74.9 149.7 150.0 50.8 94.2 66.1 132.3 150.0 41.2 76.4 53.6 107.2 134.1 36.3 67.3 47.2 94.5 118.1 31.8 58.9 41.3 82.7 103.3 28.2 52.3 36.7 73.5 91.9 25.4 47.1 33.1 66.1 82.7 23.1 42.8 30.1 60.1 75.2 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 13 C D E 19-1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 96.5 120.6 32.7 60.6 42.5 85.0 106.3 28.6 53.0 37.2 74.4 93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 - 35.3 24.8 49.6 62.0 19 -1/8° 26 -1/2" 30" 37" 42° 48" 54° 60" 66° 72" 132" 65.3 1 20.9 - 84.9 150.0 150.0 47.1 87.3 61.3 122.5 150.0 41.6 77.1 54.1 108.2 135.3 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 48.2 33.8 67.6 84.5 23.1 42.8 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49.2 61.5 - 32.1 22.5 45.1 56.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54° 60" 66° 72° 144" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 88.6 23.8 44.2 31.0 62.0 77.5 21.2 39.3 27.6 55.1 68.9 - 35.3 24.8 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 ANCHORS EA.8.C.DORE GLAZING PRODUCT • VERTICAL Z a ,. s4 MUWON GLAZING PRODUCT W1 ANCHORS A.B.C.D OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + W2 2 N ANCHORS TYPE A.B.C.D OR E • HORIZONTAL MULUON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ....... % GLAZING f� PRODUCT ' ` GLAZING PRODUCT l \APETHOR AIL ®1 GLAZING PRODUCT . ANCHORS A.B.C.O OR E MUWON SPAN Engr. ARSHAO VICAR FLA. PE 38863 C.A.N. 3538 ?RCDUCT RENEWED as coraplyiazg with the Florida 3uildins Coda keceptantr, No :,_.. mac, 3Y Wei Product Contra Division m ‘V Z n 2z W • d Cg O W u. 0 • O co afire° 00.aa ri 0 U) e • , LL J 2 i tQr1 • la • w 0 0 2 0 J J D ALUMINUM TUBE MULLIONS ft Jm 4J 8"K) � M N z y m 3zL" vi° N 44 2 5 FAX. (305) 624 -7777 0 G N 0 NO CHANGE THIS SHEET UPDATED FOR 2007 FBC 0 U m .0 0 d 3 g 10 g n 0 0 .0 m 0 0 ID A 1l 0 0 8 1 drawing no. M04 -04 sheet 4of 8 Ed. a° 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) •a N mirammin Ed. all e a N a ° 4;1°-"'""'"1111r--".;1, 1BY WOOD BUCK 1/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) /NM 11 1/4" DIA. ULTRACONS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 1 ° 7 .A01 _ -111 2BY WOOD BUCK OR WOOD STRUCTURE ° 11111011.- -..40211 ALTERNATE ANCHOR LOCATION #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 1 PER ANGLE 111111,7" *-0eff ,gif AI 2 X 2 X 1/8" ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Ed. 2 1/4" • ° 1• MIN. CV 1 MIN. 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 0 11 1/4" DIA. ULTRACONS 2 PER ANGLE lad" Ed. 1" MIN. 1 BY W000 BUCK 1/4" OIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2 BY WOOD BUCK FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE '8' 111 .111 tillil #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE Engr. ARSHAD WI/AR F1A. PE # 38863 C.A.N. 3538 OCT 0 1 2009 2 X 2 X 1/8" ALUM ANGLE PRODUCT RENEWED as complying with the Florida Building Code Acceptance No 0 on mate y �. Mi►i Division Product Co o3 bet, j 6 eo w J (305) 624 -7777 c 0 N O A 0 °z a 2 1 W W N 2 O m m a a 8 8 0 8 00 ro N 0 0 a m o o w t n 0 4 1.scoic 3/8" - 1 drawing no. M04-04 (sheet 5 of 8 • 9 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) •p • . • • p p O "p Q i..i iIF 1/4" DIA. ULTRACONS 1 PER ANGLE Ed. 1/4° DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1 /4" DIA. ULTRACONS 2 PER ANGLE 11 l7-1■r—i-r• 2 N L 4 _ FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE Ed. ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH YANG) ANCHORS TYPE 'C' 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT W000 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" V FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 2X2X1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr. AR'HAD YIQAR CIVIL FLA. PE # 38883 C.A.N. 3538 OCT 0 I. 2009 PRODUCT RENEWED re complying witis rho Honda ida Bud -.g Code A pt nr No ' - I'= &o tq- N9iac Da Product Control Division ALUMINUM TUBE MULLIONS FAX. (305) 624 -7777 c 0 a N tti -'e UPDATED FOR 2004 FBC w tR N 2 REV. PER BCCO COMMENTS X 0 m O 8 ad O at 0 m ca 07 ( .3 0 drawing no. M04 -04 sheet 6 of 8 5/16" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 5/16" DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: ARSHAD VICAR CML MA PE / 38863 C.A.N. 3538 ()CI 0 2009 ?aoDJCT RENEWED c.; ...plyi 3 with the Florida 3tradas Co..a ketxplInce Pdo �i= a1�^ 3y Lliaami Dade Product Contro Division S.03 Z��4 Z n - z $ w 42 re 0° M 1 • t va C tae S O v,es.; O • Ei N .11 el Mtn 3 tn tn 0 1 d 0 z 0 J 2 ALUMINUM TUBE MULLIONS (305) 624 -7777 0 a w 0 0 z UPDATED FOR 2004 FBC NO CHANGE THIS SHEET UPDATED FOR 2007 FBC O U W 6. .0 a w po�pp 8, 0 g o. p N N N g g= g o 1)> C 6 m u ❑ 1 3 B droving no. M04 -04 sheet 7 of 8 ) }14 SMS SEE CHART FOR QUANTITIES TUBE MULUON #10 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION }14 FH SMS 1 -1/2" 0.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION e . #10 FH SMS 2 PER CLIP 1" 0.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8° FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 01 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART NO. OF SCREWS TYPE A 2 TYPE B 3 TYPE C 2 TYPE 0 4 TYPE E 4 Engr. ARSHAD VIQAR CIVN. FLA. PE } 38863 C.A.R. 3538 PRODUCT RENEWED ps complying with the Florida Building Code Acceptance No Expiration BY Dade Product Control Ni• jinn .40 --.03 V MULLION \M04 -04ES ALUMINUM TUBE MULLIONS N n I N N t0 O H W U 8 0 0 UPDATED FOR 2007 FBC bJ W O W a 0 m8 8 0 8 N 8 N 8 m C m U 0 dale: 04 -28 -04 1 O_ u ) drawing no. M04 -04 (sheet 8 of 8