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WS-13-1537 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-194941 Permit Number: WS-7-13-1537 Inspection Date: September 20, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: OBREGON, MICHAEL Work Classification: Window/Door Replacement Job Address:441 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132060170660 Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Phone: (786)413-4101 Building Department Comments REMOVE AND REPLACE 18 WINDOWS AND SLIDING Infractlo Passed comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 September 20,2013 Page 1 of 1 Miami Shores Village JUL 1 o c�w3 , d%1 Building Department - �- ° 000sve000 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 � °°°°°®m®m"®° ( ( Tel: 305)795.2204 Fax: 305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2011D . Permit Type: BUILDING OWNER:Name(Fee Simple Titleholder): L 1 Off✓ Phone#1,3n`JJ '^'®®�® Address: 4�V 0 � , t City:`�'0 1.Fi ✓�� State: ��/ Zip: 6 Tenant/Lessee Name: / �� Phone#: Email: JOB ADDRESS: "7" 14/ G /6 City: Miami Shores County: a Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:C mpagy Named S6"-- hone#7790 Addres q3 Ci State: !✓ Zip: Qualifier Name: ��/ Phone#: -My/ 054-0 State Certifica' r Registration#: ,F�// �� Certificate of Competency#: Contact Phone#: Wok Email Address: 7 � DESIGNER:Architect/Engineer: Aam, Phone#: ® tl -3/`RLl Value of Work for this Permit:$ Z&� 6950 Square/Linear Footage f Work: Type of Work: ❑Addres ❑Alteration ❑ ew ❑ pair/Replace _ ❑Demolition Descrip 'on of Work: e COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 6 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL.FEE NOW DUE$ '' Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. c W ARNI G 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 mmencen t yr .st be tea�at the job site for the first inspection which occurs seven (7) days after the building permit is issue . In the bs such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur � Signature/ Owner or Ag t Contractor The foregoing instrument was ac o edged before me this The foregoing instrument was acknowledged before me th' day of 20 ,by day of ,20 bby who is personally known to me or who has produced who is personally known to me o ho h produced As i n fl n and who did take an oath. ific tion and w o did take an oath. NOTARY PUBLIC: NOTAR /+r`, Y P4 C P.'V�®® Sig c' Sign: N#EE103054 Pri t June 13,2015 Pri t: My. My Com s 0 1 Expir s: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10) Village 5 S -�°RES iami S hores .r Building Department ' loss n� n 10050 N.E.2nd Avenue Miami Shores, Florida 33138 fikrES� �� Tel: (305) 795.2204 xORIU�` Fax: (305) 756.8972 July 15, 2013 Permit No: WS13-1537 Buildinq Critique Review 1. PLEASE PROVIDE SHUTTERS FOR DOOR TYPE "13". Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. NVIM: Ur LUMMtN%dtMtNJ III I A RECORDED,COPY MUST BE POSTED ON THE JOB SITE-AT TIME OF RRST INSPECTION C •N 2013RC#6412344,B PERMIT NO.ULE FOLIO NO. OR Bk 28776 Ps 1171; QP9) RECORDED 09/16/2013 10:50:24 STATE OF FLORIDA: HARVEY RUVINf CLERK OF COURT COUNTY OF MIAMI-DADE: MIAMI-DADE COUNTYP FLORIDA, STATE OF C LAST PAGE FLORIDA,)A,COUNTY OF DADE. THE UNDERSIGNED hereby gives notice that Improvements will be�tffd%%W0QMUft Mot," s a true copy.0.f the.. 0 COU I W n A CLINg C., property,and In accordance with Chapter 713,Florida Statutes,the Yo o ft1rffid=.j,4_ga__day Of is provided in this Notice of Commencement Ab-20 to W/TNESS my hand and Off-W Seal. ----- RU 19, ER C j yx IV 01 0 W coo MW I Space above reserved for use of recording-office 1 L al description of property,and streettaddress: 2. pription of improve S.Ovvnpr(s)name- d row: Interest In.property: 0 73f-:,F k .14a m* e and address of vh 2nn tor-1 dd 4 rI14m 6.Surety:{Payment bond required by-(fcaner from contractor,-If any) Name,-A(Jcjrws pho -and..phone number. . AmoUrit 6f:bohd eez.name and 6.L4nd 7;Persons vi4thin-the'State,of Florida designated by Owner upon whom notices or other documents.may lie served as provided by Section-713.13(1)(d)7.;Florida StAtutes, Name e number address and•phon .8:-Jn-addition:to;-.hjmseIfi Owners designates the.lollowing'peison(s)to fece.We a copy of the Lieners..Notice.as11movided in-Section 71.3:13(1)(b),r-16ida Statutes: Narne,..address and phone.number 9..Exi ir4pn--date.of-this Notice,of Commencement date is 1 (the expiration s led) ye�x#6m the date recording urde�s iwdff*entdat�,L WAJRNING-TG,GWNER-ANY PAYMENTS MADE BY THE OWNER AFTER THE-ExPiR I AnON DE-THE-NOnCEor-'COMMENCEME.NT.ARE CONSIDERED IMPROPER•PAY- MEN�rS UNDER CHAPTER'713, PART i,SECTION 713.18. FLORIDA STATUTES;AND CAN RESULT.1N YOUR PAYING.TWICE'FOR JMPRGVEMENMTO YOUR:PROPEMY.*A NOTICE.OF COMMENCEMENT MUST'BE RECORDED AND POSTED.,ON THE JOB.SITE BEFORE THE- FIRST-INSPECTION.IF YOU INTEND TO.OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING'WORK OR RECORDING YOUR NOTICE*OPCOMMENCEMENT Si natures) e S)9� iorftiz /Director/Partner/Manager Prep Prepared By Print. /1,/ Print Name Title/Office STATE OF FLORIDA: COUNTY 0j;-,MIAMI-DADE n The lt�&I nt Ow flad before me tills _day.Ai,�,. By eQ dlAd6ally,;r:Q for 111,M#A VA ANY I personally known,or ❑produced the foilowing-type of Identificathrl: Signature Of Notary-Public*: L/TTM 'y Y11YA Print-Name: '00 'I]Or (SEAL) �O Wj/A-c ydL0�R �j EEVVIMI 510 VERIFICATION PURSUANT TO SECTION 92.626,FLORIDA STATUTES MY- 0 SION#EE10300 Under penalties of perjury,I declare that I have read the foregoing and + EXPIRES June 13,2D0,15' ; that the facts stated in it are true,to the best of my knowledge and belief. (407)39 163 MOM o �F Auth��e ure of Owner n 's Authodzed Officer/Director/Partner/Manager who signed above: By By 7123 - n_91-52 PAGS3 6M2 - REV151ON5 15 14 13 12 11 ' 0q 16 Kitchen Dininq Room Family Room 10 m U (no0 Florida Building Code 2010.ASCE 7-10.EXPOSURE"C" BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS 85 o O ® LOAD TABLE FOR WINDOWS TOTALS4FT. 378.48 0I z ONE STORY RE51DENCE POSYRESSURE NEG:PRESSURE - R MARKII DESCRIPTION WIDTH HEIGHT SQ.FT. ZONE APP R.# Bathroom m P.S.F. P.S.F. _.. IA - -FIXED, 63.000 62.625 27.40 37.72 -41.14 INT FL.1 .1 Bedroom 1B 2-CASEMENT 32000 62.625 13.92 39.50 -4292 INT FL 6132.1 being Room ® 2 CASEMENT 37.000 38.000 9.76 40.37 -43.79 INT FL161321 3 I-L . 74.000 50.375 25.89 37.87 -41.29 INT 12-0321.02 " Gara e 4 H.R. 74.000 50.375 25.89 37.87 . -49.06 END 12-0321.02 7- $ 9 M M 5 H.R. 74.000 38.000 19.53. 38.61 -4203 INT 12-0321.02 } N Bathroom• © 6 H.R. 36.750 26.000 .6.64 40.37 -54.05 END .12-0321.02 LL! 7 H.R. 74.000 50.375 25.89 37.87. -49.06 END 12-0321.02 Existing to Remain 8. H.R. 74:000 38.000 19.53 38.61 -42.03 INT 12-0321.02 9 H.R. 36.750 38.375 9.79 40.37 -54.05 END .12-0321.02 H.R.. 73,750 2.625 3207 37.31 -47.94 END 12-0321.02 0 ExGstm to Remain 1 B 1 1 B 10 c _..._.40.73 INT 12-0321.02 �7-/� O 12 H.R. 73.750 62.625 32.07 37.31 -40.73 INT 12-0321.02 S KL_ I l i N` O Bedroom Bedroom 13 DOOR 35.500 82.000 20.22 38.52 -41.94 INT 12--0308.35 14 H.R. 73.750 62.750 32.14 37.31 -40.73 INT 12-0321.02 15 S:G:D.-(XOY _... b9 500 '797 295' .._.•._..,....37:24..__,, ._ .__ =%10:65 ..,...._ _.. INT- --`FLTS726 P-6 H.R. 37.000 38.000 9.76 40.37 -43.79 INT 12-0321.02 p M MULLION 1.000 4.000 0.03 1 40.37- -43.79 INT 12-0221.09 3 4 O O PERMIT . a w Miami Shores Village 0 VL IL 9 GENERAL NOTES.: DATE _j m 1, CONTRACTOR TO VERIFY ALL DIMEN510N9 APpRO�t�® w SCOPE OF WORK GIDEPT I S rr w \ ? 2. ASCE 7-10 WIND CODE(I 75 MPH) EXP. "C° �� z 3. FLORIDA BUILDING CODE, 2010 „ „ O 0 4. BUILDING HEIGHT : 15' SERIES,"300„ ALUMINUM FIXED WINDOW - APPROVA "ICEV1ffTHALLFEDERAL O SERIES; 525 ALUMINUM CASEMENT WINDOW -APPS Evult r11 5. MIN. BUILDING WIDTH: 40' „ „ I®REGl11�MONS (j LLJ SERIES 805 ALUMINUM HORIZONTAL ROLLING WINO A PC - W Z2 - G. ROOF wcL 18°. 5ERIE5 "230" OUTSWING ALUMINUM DOOR W/ WO SI ELITES._.NOA:---12-'0308.35 ca 7. APUCA51 F ZONE: 4.(INTERIOR). " " � SERIES 390 ALUMINUM SLIDING GLASS DOOR-W/ REINFORCEMENTS. APPROVAL FL 1 5726. i p = 0 . 5. RISK CATEGORY 11 BUILDING. CLIPPED, EXTRUDED ALUMINUM TUBE MULLION - L.M.I. NOA: 12-0221 .09 7�8A3 Z 9. CONSTANT: 0.00256 - KT-96 10. GCPI: 0.15 dwe9"-T°a"''i3 LOCATION 11. Kd = .65 II • MIAMFDADE MIAMI-DADS COUNTY L v L013 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION - - --" T(-186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade. ogavlpern! T.M.Windows,L.L.C. 601 N.W. 12a'Ave. Pompano Beach,FL 33069 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 11230"Outswing Aluminum Door w/wo sidelites APPROVAL DOCUMENT: Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door w/sidelites. sheets I through 7 of 7,prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012, 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 Pro Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Exterior(positive)design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2"and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3"OC spacing cluster anchors applies both at head&sill at meeting stiles&sidelite mullion end. LABELING: Each unit shall 6ear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA#06-0327.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chandra,P,E, NOA No 12-0308.35 M atrao�CounYrY Expiration Date:December 26,2017 Approval Date: June 21,2012 fo�Ot Page 1 . T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file##06-0327.02) 2. Drawing No.W02-77 Rev C.,titled"230 Alum Outswhig Door w/sidelites",sheets 1 through Tof 7, prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##06-0327.02) 1. Test report on 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform Static Air Pressure Test, Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC,TAS 202-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1'and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No: FTL-5458,dated 02/15/08, signed and sealed by Carlos S.Rionda,P.E. along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory, Inc.,3355,dated 01/29/02 and FTL-3355,dated 01/29/02, signed and sealed by Luis Figueredo,P.E. and Aldo P. Gonzales,P.E. ,respectively,(submitted under file#02-1016.09) 2 Additional referenced test report per TAS 202-94, Test Report No. FTL-2648,dtd 06/06/00 issued by Fenestration Test Lab,signed&sealed by Aldo P. Gonzales,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,prepared by Al Farooq Corporation, dated 02/15/12,signed and sealed by Javad Ahmad,P.E. 2. Structural performance,comparative analysis and anchor verification calculations dated Apr 24,2008,prepared by Al-Farooq Corporation,signed and sealed by late Dr. Humayoun Farooq,P.E. (Submitted under file##06-0327.02) 3. Glazing complies w/ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. _ T. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 01/24/12,signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 03-08-2008, signed and sealed by late Dr. Humayoun Farooq,P.E. (submitted under file#06-0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA##06-0327.02,expiring on 12/26/17. 2. Test proposal#07-3698 dated Nov 08, 2007, issued by BCCO. � lihaq I.Chanda,P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date:December 26,2017 Approval Date: June 21,2012 E-1 ANCHORS AT MTG.SOLE ENDS ANCHORS AT MULLION ENDS 4 U (5)REDD.FOR WOOD INSTALLATIONS (8) REOD.FOR WOOD INSTALLATIONS ANCHORS AT MTC.STILE ENDS T1 (2)READ. FOR CONC./METAL INSTALLATIONS (4) READ. FOR CONC./METAL INSTALLATIONS (5)REOD.FOR WOOD INSTALLATIONS 7t 5/8° 149 3/8° (2)READ. FOR CONC./METAL INSTALLATIONS iQQy FRAME WIDTH FRAME WIDTH Z 0! 3 SURFACE APPLIED B° 13°MAX. 5°MAX. SURFACE FAISE MUNITMS� 3° 11` 3° 6` 13°MAX. 5°MAX. FALSE MUNTINS --�ql MAY BE USED A , HEAD 1 HEAD/SILL MAY BE USED E I.— _— .1 A HEAD/SILL HEAD/SILL CORNERS 1 1 1 I F� U got " / _= ca OPTION 1, a� u It 1�. 4 LOCK %\ y 1a+I i h p / II 1 OPTION ' -I - n------ --n----- � m I o IN-A9$I,TIVE 1 ACYNE 1° ii IN-ANNE ACYNE tO pMj II\ / It 11\ / (� \ / u It g�m ' Z8 5/8° 28 5/8" mS0 33 3/8° 25 1/2" 25 i/2° 33 3/8` DAD.L. OPG. D.L.OPG. O.L.OPG. D.L. OPG. 34 1/2° 34 1/2° PAPA.WIDTH 34 1/2` ° 1 1/4• PANEL WIDTH 34 1/2• PANEL WIDTH PANEL WIDTH 1 1/4° 37 5/8° 71 5/8° 37 5/8° SIDE C WIDTH DOOR FRAME WIDTH SIDE]VE W107H 8& C xx ) ( oxxo 0XVIRM TYPICAL ELEVATION wm lbi NMI& o_ THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. �A e SHUTTERS ARE NOT REQUIRED. c a 9JERIES-230 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS `m ALUMINUM OUT-SWING DOOR W/ SIDELITES HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT APPROVAL APPLIES TO SINGLE {X) AND DOUBLE (XX) LEAF DOORS 18Y OR 28Y W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY I '� � Q WITH 6R WITHOUT SIDELTTES. TO TRANSFER LOADS TO THE STRUCTURE. � Ertgr JA AD JHMAD' g SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ANCHORS I CIVIL SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. EMBEDMENT TO BASE MATERIAL SPACED H Ll BEYOND ALL DETAILS, ORSTUCCO. fl CANf7538592 \ DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE •+ ' 2 RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. NOT PART OF THIS APPROVAL .' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT pptAl W()2-77 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R' •,84012. REQUIREMENTS OF THE FLORIDA SLOG, CODE SECTION 2003.8.4. sheet 1 of 7 3/16"HEAT STREWD Goss .090 WTERLAYER SAFLEX BIG BY'SOLUTIA' 3/18"HEAT STREN'0 CLASS Z 3/18"HEAT STREN'0 CLASS .090 INTERLAYER Q SAFLEX BIG BY'SOWTW' SILICONE TREMCO TREMGLAZE 500 3/16"HEAT STREWD GLASS �a S GE RGS7>� $ slucoNE p: TREMCO TREMGLAZE 500 $ Q LL F GE RGS7700 Q�3d 37 7/18" 76 1/4"MAX. 115 5118 MAX. 115°MAIL. 0.480"OVERALL LAM. GLASS 0.480"OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (GOOK LEAF) 1 (swEUTE) \ o (x) (xo) (oxo) (xox) 3.m = (ox) z 71 5/8'MAX. 110 1/2"MAR. 149 3/8'MAX. 37 5/8" 0. :i %i• %i• p1tAY0CY i wa Ike MM1i�'I�tM1►�P1o►iR4 n iT�de 8 o� (xx) (xxo) (oxxo) (o) t w ffi (oxx) APPROVED CONFIGURATIONS °c NOTE: MAXIMUM DESIGN LOAD RATING =+ 80.0 PSP EGRESS REQUIREIMENTS TO BE REVIEWED BY AHJ. o (MR SIZES SHOWN ABOVE OR SMAUER) I.eAVAO Q PE 33 FOR INSTALLATIONS WHERE WATER INFILTRATION FJ`' p)a5E2 RESISTANCE IS REQUIRED c.a,N.;538 s is OMIT EXTERIOR(+) LOADS AS FOLLOWS 8"THRESHOLD - +53.3 PSF NOTE. 1-5 / GLASS CAPACITIES ON THIS SHEET ARE 2-5/8"THRESHOLD - +80.0 PSF BASED ON ASTM E1300-04 (3 SEC. GUSTS) dravnng no. 3-1/2" THRESHOLD - +,4A:0 PSF AND FLORIDA BUILDING COMMISSION W02-77 +w PSF bltt`72 DECLARATORY STATEMENT DCA05—DEC-219 P 'g:g jZ, sheet 2 of 7 TYPICAL ANCHORS 16Y SEE ELEVATIONS WGOD BUCK FOR SPACING EDGE. o METAL ^ °EDGE°01ST• EDGE STRUCTURE MIAMI-DAOE COUNTY APPROVED N °' "a DIST. g EDGE MULLION&MULLION ANCHORS o n DIST. SEE SEPARATE NOA Z �tto EDGE O DIST. P S.2 FIT —7 26 16 /.SEE YPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS TYPICAL ANCHORS a Oyt ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 7a 8 1 FOR SPACING FOR SPACING FOR SPACING FOR SPACING d P 6 �OI 1/2°MIN. ' FLUSH BOLT TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z In s PENETRATION O METAL STRUCTURE NOT BY TM WINDOWS 114" OIA. ULTRACON BY 'ELCOj (FU-177 KSI,FY=199 KSI) W000 BUCKS AN 7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES oPnONAL [EM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD r THRU 18Y BUCKS INTO CONIC. OR MASONRY � 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY ^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p $ M u 1/4" DIA, SELF DRILLING SCREWS (GRADE 3 CRS) 7 fJi i i INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") _ O g INTO METAL STRUCTURES <_q o W STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) CE S 4 0 [� ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) ON I ci yC 'I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z p ^ i TYPICAL EDGE ®ISTANCE z m u n INTO CONCRETE AND MASONRY = 2-1/2" MIN. o INTO WOOD STRUCTURE — 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. :o CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. 7 C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. 1 C 9 16 3 ROWS P,kpDUC#' ¢3'Uii1i9 °8 y 1; 37 REDD. FOR U P ` REOD. FOR TIN a*"Nib I ,. OPnONAI 30 DESIGN LOADS 7 I i i 29 N LOADS p ABOVE+93.3 PSF jl' '� ABOVE+80.0 PSF §5 grRv g 1/2°MIN. - #8 SMs #8 SMS FLUSH BOLT AT 12'O.C. B i AT 12"O.C. M ° PENETRATION cm$$- © ' m © © DOOR DETAILS <m 16 I I 2 N 1h a ALT. ALT. , L — 1 N \ 1 1 4 fn8r.+ (J1MRD u o -:..°_..,�:..__:._,:.e:: L 3/8"X 3/8" 7 3/8'X 3/8' WEEPS FLA PE./70581. ` CAN.3.93.8 2-1/4`FROM > v " " SILL ENDS < o SILL ENDS EDGE .. ° ° TYPICAL ANCHORS .... ° 1 d IYPICAL ANCHOR5 e ° ° SEE ELEVATIONS . " ` v < ° TYPICAL ANCHORS _ k E =I FOR SPACING °ESE , SEE ELEVATIONS `d�ra drawing no. FOR SPACING NS -. FOR SPACING W02-77 AP $02 sfie6t 3 of 7 1/4°MAX I/c•MAX. I sHIM O sHmc STRUCTURE TYPICAL ANCHORS N SEE ACTIVE LEAF TYPICAL ANCHORS Z J FOR SPACING SEE ELEV. Q FOR SPACING O U i� EXTERIOR pow,8 0 LEAF WIDTH -- a ICY -L FRAME V/1DTH WOOD BUCK 0 ILJ FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF n 1/—Aye-pMgA—X. M p�a LJFA t I g M I/a`MAx. a SH M © 3I OR WDOD yI TYPICAL ANCHORS NOT REDD. ` Z t^a n SEE ELEV, FOR 8/0 DOORS FOR SPACING 18 IN-ACTIVE LEAF 31 WHERE Pd s PSF ACTIVE LEAF OR LESS Z <0 aJ k' ED n 21 37 OPTIONAL �WII g� LEAF WIDTH LEAF EXTERIOR LEAF WIDTH 'SERE E�I.E A. ✓aDYC'!'tUiY18Eb g HWGE ASSEMBLY FOR SPACING lee F1 u LOCK OPTION NT DOOR FRAME WIDTH C� IN-ACTIVE LEAF ACTIVE LEAF ' E�M.JAYAb A ldAD, � •� OYd I -_ FIA.�E•Q_70382 $ w� ,C:AN ao3u .� , t;O SEE NOTE ABOVELOCK OPTION 82 APR TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ^au rj EDGE DIST. ONp Z 3 Q a O L� S 13.1 IJ,p ul��0 z/1j�c} 1/4°MAX. SHIM 34 O ..1 $ Q, el$ S 5 nu �7 e 16 1r I n to o1 S O 1 j S OPTIONAL I y=V¢ N 1+J x JIp p 1 1/4° LEAF WIDTH O Z—m W MNGE ASSEMBLY .4i 3 Z¢ .X W a'1 ur SIDELITE WIDTH -- DOOR FRAME WIDTH O O Erna 0 OVERALL FRAME WIDTH h! TYPICAL ANCHORS I.U SEE ELEV. FOR SPACING O'YCV iP�Y1Qgg. O Ij I' �y�MMA Ne ltesAl� 1 I: { I C as. j :. om ? \ O }}yy T p r JAVAD.AHM CML gg RR��gg o' L. 'P EDGE GIST. TYPICAL. SEE ANCH ELEVATIONS 1 droWU�g no. W02-77 FOR SPACING SIDELITE DETAILS i sheet 5 Of 7 ' 3.280 ITEM 8 PART III QUANTITY DESCRIPTION MATERIAL MANP./SUPPWBR/RWARKS 4 ��2.125 1 TM-38A 1 FRAME HEAD 6063-78 - R�1 -�I• 2 OW 28815 1 FRAME SILL 6063-T8 - N ' 00 •1 , 2A GW 37319 1 ALT.FRAME SILL 6083-TB - fp� j i I � �37888 28 TM784 1 ALT.FRAME SILL 8083-TB - Q CENTER HINGE 0•S72 3 LiLV 38572 2 SIDELITE FRAME 8083-T6 - a 3A TM17$ 2 DOOR JAMB 8063-TB 1.848 4 GW 36048 1 PANEL.LOCK STILE 8083-T5 2.1 4A 7M172 1 ALT.PANEL LOCK STU 8083-i8 - IOSq 12S FRAME HEAD 5 GW 38935 1 PANEL HINOE STILE 6063-T5 - a -D 0248 6 TM-081 1 2 PANEL TOPAMWOM RAIL 6083-T5 - NW4 0.572 7 GW 31828 4 WEATHERSTRIP ADAPTER 6083-T5 END OF DOOR STILES(TOP/aOTTOM)CW 37888-A M OUTER HINGE 8 GW 378M 2/HONGE ASSY. TM OILIER BUTT HINGE 8083-TB DOOR PANa/FRAME HINGE SIDE ny 0 Q 1.012 9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6083-T8 DOOR PANEL/FRAME HINGE SIDE V°� g 1.012 HINGE PIN 10 LOA 32222 2 DOOR LOCK INSERT 6003-TS LOCK STILE Fr. g 3.000 11 - 2/LEAF 3/4. 1 1/4 x 3/4■1/8"THK.CAP ALUMINUM 3"LONG LL�Oj G t} 3.000 16 4037 AS REO'D. "ULTRAFAB"CENTERFIN WOOLPILE WOOL LOCK STILES.JAMBS.HEAD.SILL J ZpZ L}�if 4� C' •062 1.643 18 - 7/HINGE 7/32"0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY Q W ei 3 3681 21 - I 2/LEAF 1/2"0 THREADED ROD.WASHER&NUT STEEL TOP/BOTTOM END RAILS O_ 22 SERIES 400 1 KWIKSET KNOMM - ACTIVE LEAF 1'500 23 SERIES 60D 1 KMKSET DEADBOLT - ACTIVE LEAF m Hm Afo X 5/8° HINGE CAP - €'.H.� 24 - 2/HINGE ASSY. HINGE 8USHNG PLASTIC HINGE ASSEMBLY I O3 SIDELITE FRAME DOOR JAMB 810 X S/8" 2$ 36 DUST PL11L7 OPTIONAL DOOR JAMB INSTALL.SCREW HOLES °D GW 36572 TM175 F.H.SMS - (OPTIMAL) PLASTIC n 28 AS READ. 810 x 1"P.H.SMS.(ABBY.SCREW) STEEL ODOR FRAME MEMBERS/MULL CUPS �^ 1.574 0 27 - 2/HINGE ASSY. HINGE CAP - -- PLASTIC I HINGE ASSEMBLY n m ,750 I I o 2A28 29 1 SW.ADAPTER(1"X 1'X 1/16"TUBE) ALUM F -�• 'k o L?! 30 7 SILL ADAPTER(1/2'X 1°X 1/16•TUBE) ALUM - U Uj 4 5 Am bW7_ I $ 31 TM-075 1 LOCK STILE REINFORCEMENT 8083-T5 FULL LENGTH 0 DOOR LOCK STOLES �?Q T E oo II 7.689 34 TM-054A 2 _ MULLION 6063-TS BETWEEN DOOR/SIDE LITE JAM85 I tz-U "� WEATHER-STRIP ADAPTER 3.000 ffm o 35 OW 31980 4 GLASS STOP 8083-T5 SIDE LITE GLAZING PERIMETER GW-31826 A62 8 0 37 OW 36737 OPTIONAL O.Q.DECORATIVE MOULDING 8063-T5 DOOR PANEL PERIMETER Z^0 �. .675 I o 2.280 I 37A TM-15M OPTIONAL. O.G.DECORATIVE MOULDING 6063-T8 DOOR PANEL PERIMETER 3tZZ II ! I � -- .415 l"-1.750-•-1 2126 L 0 d O DOOR TOP & BOTTOM RAIL -¢ TM oet HINGE ASSEMBLY p III��------- 4.753---- 4.753 DECORAAIVE6MOULDING I � , ATS b� prF o .300 tA00 _1 I .187 o .48� L� .750 �.__ .� z.0a-a -1, 2.oa� 3400 .IB5 ash 8.750 4 IAOO '1�InII ]AOO Id__ 1150 �. F--- .062-dh A62--tF�- �4.000� --4A00 ^I 3186--1 �oo'!yy DECORATIVE MOULDING ODOR HINGE STILE DOOR LEAF STILE ALT. DOOR LEAF STILE MULLION TM_15M GW-36835 SILL ADAPTERS O GW 36048 O TM 72 TM-054A m a m m 1.157 ,528 F- 3.790 rMU .• -- 1.213 - 1 M t� .640 1.157 062 -"}LASS 250 Ert¢r.,J'CML I e FLT}2- --��LL640p- ,646 FtA.PE�7069Q � 2 1395 I I 2.800 "�°�°'� 2.595 cl.A. OSe .60� A25 .�-I I A6z �I I I 1,554, a .t .045 °.429 -I .062 .62`3 .623 I .If_ GW-28615 444.. . �... Pff. ("--1.840--� droswn>J no. }- 3A28 BA28 lzs ;`1. W02-77 GLASS STOP STD. FRAME SILL ® ALT. FRAMg s ILL ® ALT. FMRAM�SILL 31 LOCK STILE iMR0750RCEMENT A '�' '�,, sheet 6 of 7 GW-31956 GW-28615 oo , a 20 8 O 21 p a Q D h� 4Ila O FRAME TOP CORNER SIDELITE CORNER m a �m M SEALANTS: a FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED 130: U= 5 WD'H WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. ^m HINGES• ;3 7-5/8"LONG ALUM BUTT HINGES, AT 11" FROM EACH END DOOR LEAF CORNER Z AND ONE AT MIDSPAN OF LEAF. O LOCKS o OPTION Ai STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2"OR 48" FROM BOTTOM 2 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON o EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38"OR 39-1/2" FROM BOTTOM , O (- MANUALLY OPERATED CONCEALED FLUSH BOLTS � 'jift,,� M,+ I $ AT TOP&BOTTOM OF EACH LEAF LOCK STILE i (4) AT DOUBLE(XX) DOORS, (2)AT SINGLE(X) DOORS OPTION �2 o m$ffiffig MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED m o 2 d AT 34-1/2"FROM BOTTOM OF ACTNE LEAF LOCK STILE 61-1-1-1 FASTENED 147TH (2) #12-28 X 2-1/4"OH MS METALLIC STRIKE PLATE AT 34-1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 1 •a o ggrt•JAVAO AFWAD (3) X10 X 1/2" FH SMS .GWppa7, IFLk PE MANUALLY OPERATED CONCEALED FLUSH BOLTS C .35M AT TOP& BOTTOM OF INACTIVE LEAF LOCK STILE - OPERATORS AT 10-1/2"& 78-1/2"FROM BOTTOM \„ FASTENED WITH (2) 88-32 X 1/2"FH MS tli�i (FLUSH BOLTS AT.TOP&BOTTOM OF ACTIVE AND INACIIVE LEAPS FRAME BOTTOM CORNER drawing �7no. TO BE ENGAGED DURING PMODS OF HURRICANE WARNING) '�: 02—/7 AI?R slleel 7 01 z 4 , 1 • MIAMHD�A EE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1'1805 SW 26 Street:Room 208 AFFAIRS(PERA) Miami,Florida.331.75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.¢ovlpera/ T.M.Windows,L.L.C. 601 N.W. 12s`Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has-been reviewed°and accepted by Miami-Dade County PERA-Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 11230"Oatswing Aluminum French Doors wAwo Sidelites —N.I. APPROVAL DOCUMENT: Drawing No.W03-38 Rev E,titled"230 Alum Outswing French Door w/sidelites (ND",sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 06.07-03 and last revised on Jun 14, 2012,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 Section, MISSILE IMPACT RATING:None.Approved Hurricane Protection Devices complying w/FBC required, Limitations: 1. See Design Pressure ratings in sheets 1 &2 of the Dwgs. 2. Max.Exterior(positive)design loads to be limited for all threshold types per sheet 3 of the Dwgs. 3. Max door leaf width not to exceed 34-1/2"and the max sidelite width not to exceed 37-1/2". LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and•there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the uaer by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 10-0923.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. IIAMI�ane counnv NOA No 12-0309.67 r�t� v K E Expiration Date:June 29,2015 Approval Date: June 21,2012 Page 1 T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file##10-0923.03) 2. Drawing No.W03-38 Rev E,titled"230 Alum Outswing French Door w/sidelites(NI)",sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 06-07-03 and last revised on Jun 14,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##10-0923.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC,TAS 202-94 Along with installation diagram of an outswing doors w\sidelite,prepared by Fenestration Testing Laboratory,Inc, Test Report No.FTL-6265 dated 08/04/10,signed and sealed by Jorge A.Causo,P.E. 2. - Test report No(s)CTLA-136W-1,2,3,4,5,6 dated 12/09/1996 per SFBC PA 202-4, issued by Certified Testing Lab, signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis,complying with FBC-2007,prepared by Al- Farooq Corporation, dated 09/09/2010 and the latest revised on 11/15110,signed and sealed by Javad Ahmad,P.E. (Submitted under file##10-0923.03) 2. Glazing complies w/ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer" issued to Solutia Inc.,expiring on 05/21/16. 2. Technical data of flexible Vinyl PVC#GG-75, supplied by American Vinyl Company. F. STATEMENTS(submitted under file# 10-0923.03) 1. .Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 01/23/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 09/02/10, signed and sealed by late Dr. Humayoun Farooq,P.E. (submitted under file# 10-0923.03) 3. Lab compliance as part of the above referenced test report. 4. Addendum letter to test report CTLA-136W-1,2,3,4,5,&6 dated July 16, 1999,prepared by Certified Testing Laboratories,signed by Jim Blakely. 5. Asset Sale and Purchase agreement dated Aug.01,2008 between TM Windows,LLC (Buyer)and TM Window&Door,LLC (Seller),signed by Kevin McCrann,Manager TM Windows,LLC and David Goodman,Manager TM Window&Door,LLC. 6. LLC Purchase agreement dated Nov. 2008 between Pro Marketing Sales,Inc(Buyer)and Shekman Partner,LLC,David Goodman(Seller)and TM Windows,LLC,signed by J. Harvey Hall,Jr. ,President Pro Marketing and David Goodman,President/Manager TM Windows, LLC. G. OTHER 1. This NOA revises NOA# 10-0923.03, expiring on 06/29/15. 2. Test proposal dated March 30,2010 and approved on Aug 1 010 y CO. rte► a►n. �- shaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0309.07 Expiration Date:June 29,201S Approval Date: June 21,2012 E-1 37 1/2° 71 1/2° �� DOOR WIDTH DOOR WIDTH /1� CS SILICONE 1 4°Max. 14°MAX. 41 MAX. S ANCHOR AT 3 HEAD/SILL MTG.STILE ENDS HEAD/SW. HEAD/SILL 3/16°TEMP.GLASS 3/16"TEMP.GLASS SURFACE ALSE MUNTIED 6° 3. CORNERS HEAD/SILL 9• CORNERS MAY BE USED A A 3° ` 7/16`MIN. TYP. CLASS BITE MOULDING Q OPTIONAL if 11 11 yT�i+ t3 _l ____it EXTERIOR SIDELITE PANEL to GLAZING DETAILS �QQ m o II 1 o LS \ ii n t2 $ \ if r to D.L.O. HEIGHT (SIDELITE) - FRAME HEIGHT - 4.250° \VI D.L.O. WIDTH (SIDELITE) = SIDEUTE WIDTH - 4.250" 1 D.L.O. HEIGHT (DOOR) = LEAF HEIGHT - 6.00" D.L.O. WIDTH (DOOR) = LEAF WIDTH - 7.812" DOORS NOT RATED FOR IMPACT. _-- -�� INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE ----_-----__- AcrNE __- INACTNEi ACTIVE __ USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES y��I yy}} gg z COMPLYING WITH HVHZ REQUIREMENTS. 26 3%r1" mGi 26 3/4° 26 3/4° sI'j `S IE INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET D.L.OpG. D.L. OPG. D.L.OPG. THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 34 1/2° 34 9/16° LEAF WIDTH 34 9/16° - LEAF WIDTH LEAF WIDTH SfiRIES-230 ALUMINUM OUT-SWING DOOR W/ SIDELITE S ( x ) ( XX ) APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS DOORS LOAD CAPACITY - PSF P�ND.AOCT DOORS LOAD CAPACITY - PSF g WITH OR WITHOUT SIDELITES. SINGLE DOORS(X) Z== DOUBLE DOORS(XX) SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOOR DIMS. 5/16"TEMP, GLASS RslttitN x" '07 DOOR DIMS. 6/18°TEMP. GLASS SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. W�NTH 1�pR Exr.(+) INi.(-) W�iDOSRrI 1�c�Hr ExT.(+) WT.(-) DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 31-t/4° 604 W.o 71.5 w �, 60.0 7t.5 RESISTANCE IS REQUIRED. 37-1/2° 60.0 60.0 71-1/2° 60.0 60.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 31-1/4° 96° '59.6 59.6 80° 86" 59.6 59.6 6 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 37-1/2° 1 50.0 50.0 71-1/2° 50.0 50.0 c a m v a w HURRICANE ZONE (HVHZ). , WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER NOTE' Q LOADS TO THE STRUCTURE. EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. 5 _ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS JAOwAI9mn0 O FLA C.APNE.'3836 82 .� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING �STUCCO. � NOT PART OFF THIS APPROVAL. NOT SHOWN W THESE DETAILS ARE NOTE: A LORI) DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE d rawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT AND FLORIDA BUILDING COMMISSION .f WO3-38 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DECLARATORY STATEMENT DCA05-DEC-219 Jfu sheet 1 of�} REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MAX. ANCHORS AT MULLION 149 1/4° 3/4° 14 MAX. 4° AT 4°&7°FROM END OF - OVERALL WIDTH HEAD/SILL HEAD/S1LL FRAME AT DOOR AND SOEUTES •Y. SURFACE APPUED CORNERS TYP.AT HEAD/SILL 9° 8" 4°MAX n FALSE MUNDNS �{I xr MAY BE USED 3" 3° I CORNERS C cy a (�I ii II 8 3;A! It G u u II i I ii I! / / wo" JL__ M / 33 1/4° m�i -_-33 1/4" 26 3/4" 26 3/4" 26 3/4" z d D.L. OPG. �a55g -O.L. OPG, D.l.OPG.- -D.L.OPG. DZ On. 34 1/2" 37 1/2"MAX. LEAF WIDTH 34 9/16" 34 9/16° O O SIDELITE WIDTH LEAF WIDTH_-- PANEL WIDTH ~ 0' t O , SIDEUTE WIDTH---_-- --- _ DOOR WIDTH DOOR WIDTH 76 3/8- t 3/8° 1 3/8° ppQp RRppgtl p1g 115 1/4°MAX. 115 1/4°MAX. ..MAx. MAX. m�Mkq�w%00PIaft OVERALL W. OVERALL W. OVERALL W. OXXX A NOTE: $o o GLASS CAPACITIES ON THIS SHEET ARE ox (oxo) (xox) SIDELITE WITH SINGLE OR DOUBLE LEAF D00 BASED ON ASTM E1300-04 (3 SEC. GUSTS) g o DESIGN LOAD CAPACITY- PEP AND FLORIDA BUILDING COMMISSION g<m�ow 110 3/B°MAX, tag t/a°"m 149 1/4°MAX. DIMS. 3/18°TEMP. GLASS DECLARATORY STATEMENT DCA05-DEC-219 OVERALL W. OVERALL W. OVERALL W. SWIDTH HEIGHT EXT.(+) INT.(-) a q MAX. DOOR WIDTHS: Edr.JAVAD AHMAO n 37-t/2° 80° 63.0 63.0 SINGLE DOOR - 37-1/2° CIVIL q 37-1/2" 98° 1 50.0 50.0 DOUBLE DOOR - 71-1/2° FIX PE g 70692 YS w w D CAN.J8J8 NOTE: 8S FOR DOORS CAPACITIES SEE SHEET 1. xxo coxxo) -- FOR SIDELITE CAPACITIES SEE CHART ABOVE. 20�Z drawing no. ( ) LOWER VALUES FROM DOOR OR SIDEUTE CHART W03-.38 APPROVED CONFIGURATIONS WILL APPLY TO ENTIRE SYSTEM. sheet 2 of 7 TYPICAL ANCHORS tBY �u SEE FOR ELEVATIONS .r^ EDGE MIST- :. WOOD BUCK o METAL MIAMI-DAVE COUNTY APPROVED '+a EDGE EDGE sTRUCT01 MULLION do MULLION ANCHORS 4DOE'OI DIST. a. e °d DIST. SfE SEPARATE NON Z EDGE -, DIST. 7 1 1 \� `� fi �.�t1 TYPICAL ANCHORS 1YPICAL ANCHORS TYPICAL ANCHORS TPICAL ANCHORS �y (emu M e SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING FOR SPACING s 112°MIN. r� FL USH DOLT s j PENETRATION 1.` IC E1 i 37 n C� • OPTIONAL i� FAND D BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS '1 SUSTAIN LOADS IMPOSED BY GLAZING SY§TEM 1 TRANSFER THEM TO THE BUILDING STRUCTURE. _ co 31 TYPICAL ANCHORS: SEE ELEV. FOR SPACING M !i 1/4" DIA, TAPCON,BY,'ITW' OR (Fu=120 KSI, Fy=92 KSI) co 14 1/4" DIA. ULTRACON BY 'ELCO (Fu-177 KSI,Fyo155 KSI) 4 a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ 1-318" MIN. PENETRATION INTO WOOD $ m o !I THRU 1 BY BUCKS INTO CONC. OR MASONRY Z z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O. a DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ! INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063-T5 MIN.) o OPTIONAL !j j! p (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) c li 1/2"MN. n e i PEN H BOLT ALUM.IUB/E°X t/t8" TYPICAL EDGE DISTANCE o !. j: SWOONED IN PLACE IF INTO CONCRETE AND MASONRY 2-1/2" MIN. 2 INTO WOOD STRUCTURE = 1" MI N. ® INTO METAL STRUCTURE - 3/4" MIN. Q c n H J 7 2 CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. o s m a o w I i i i I C-80 HOLLOW/FILLED BLOCK AT JAMBS f'm m 2000 PSI MIN. a m tDDHCT.i{XV(B�D 18 � 1 1 � ` 1 � �� • L. L N -JAYAD ° ---- CA7L nA PE C.A.N.3538 7(L99 y y�� TYPICAL ANCHORS 'E DIST. µwtn EDGE DIST. SEE ELEVATIONS dYOwit6ng no. 1/2°FROM FOR SPACING L ENDS THRESHOLD TYPE t THRESHOLD TYPE THRESHOLD TYPE 3 iZ 1AfQ3-38 APPWD FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE DOOR DETAILS ar,eet or 7 LIMIT MAX. EXT.(+) LOADS TO 53.3 PSF 1/� ,BY METAL .WOOD BUCK z STRUCTURE 3 7d TYPICAL ANCHORS is 1/ ACTIVE LEAF 2G a SEE ELEV. du FOR SPACWG 21 37 TYPICAL ANCHORS Ay .w A 5 EXTERIOR SEE ACING Q 341 FOR DOOR WIOrH 1/4°MAX. FLUSH BOLT SHIM USH BOLT FL 1/4°MAX. AT INACTIVE LEAF O SMM FL ACTIVE LEAF rn 3 29Y WOOD BU R M - ---- -- OD STR RE U TYPICAL ANCHORS - SEE HORS IN—ACTIVE LEAF ACTIVE LEAF FOR SPACING° el ti lS ,r 21 � 4 i6 OPTIONAL e� TYPICAL ANCHORS ~� n SEE D.L.O. FOR SPACING ..._ ._._.. --__- -� LEAF WIDTH _ LEAF WIDTH EXTERIOR i4 X 1-1/2 �Mie K !F DRILLIQ SCREWS d3 3 AT 8°FROM ENDS �� AND 9-1/2°O.C.MAX. _._ 1s 11 •��.cm c+o DOOR DBTAILS — Ho+=4 F.agr.aA AD aHm+AD Cla RA�a.+�t l 38 2 k �'DONAL L WITH EXTERIOR drawing no. DOOR WIDTH 1 3/B° DOOR WIDTH v W03-38 MAX. Y 4 20 2 sheet 4 of 7 TYPICAL ANCHORS roV.V SEE ELEYARONS EDGE DIST. FOR SPACING a If 25 it a i Q� g � li 1/4"MAX. O O 914 X 1LLING ELF DRILLING SCREWS i -AT 5°FROM ENDS g` O ••.:: AND 9-1/2"O.C.MAX. rq • II ULF J> ? — rS ti TYPICAL ANCHORS °.62 a -- - - Z p SEE ELEV. I! FOR SPACING !1 � X00 s EXTERIOR �_ LEAF WIDTH 7 SIDELD'E WIDTH 1 a/e° DOOR WIDTH I - neA1t. W10H All ii NOW" j; Aso 91VI .9 $;i J5 ! 25 F. 1 YADyqpp��AH \ Fl C.AFI. ow A ` r b' EOGE DIST. drawing no.TYPICAL SEE s S W03-3$ FOR SPACING SIDELITE DETAILS U!� 4 20f sheet 5 of 7 3.000 , 2.125 IT6N$ PAST$ 9UANf177 I)ESMPTION MATERIAL MANIP./6UPPL16B/RB6WM V y .070 1 TM-038 1 FRAME mm 6063-T8 - iEx 464 2 26615 1 FRAME SILL 6063-TS - 1 .OSD TYP. .125. 0.310 1.773 1' GW 37888 2.f GtlT 28915 t FRAME SILL 6063-T8 - Z 2.120 �. CEMER FiWGE $.572 2A TM184 1 1R RISE FRB SILL 8063-T6 - 3Ir� 3.000 . LOSS 3 ON 36572 2 FRAME JAMS W63-T8 4 GW-34601 1 PANEL LOOK STILE 6083-T6 1.848 2.125 125 5 OW-36571 1 PANEL HINGE STILE 8083-T6 FRAME HEAD 8 GW-36570 2 PANEL TOP/BOTTOM RAIL _- _ X83-T6 1.750 0.248 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES(TOP/BOTTOM) a TM--036 0.572- 8 GW 37889A 2/HINGE ASS_Y TM OUTER BUTT HINGE 6063-T6 DOOR PANEL/FRAME HINGE SIDE �3' � h r2,125 DOOR TOP BOTTOM RAIL GW 37889-A - - --- -- _--___r_.___._ _�� GW-36570 OUTER HINGE 9 GW 33888 1/HINCE ASSY. TM CENTER BUTT HINGE 6063-TO DOOR PANEL/FRAME HINGE SIDE �ay --11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4"LONG V Q 1.012 SA00.G55 HINGE PIN 12 2/LEAF CONCEALED FLUSH BOLTS 4 - DOOR LOCK STILES 04 13 WV-1051 AS REDD. MARINE GLAZING GASKET VINYL AMERICAN VINYL CO. loll 3000 14 AY-0524 AS REDD. BULB GLAZING GASKET,DUROMETER 75 VINYL AMERICAN VINYL.CO.1.750 ,438 16 _ 4037 AS REOD. °ULTRAFAB"CENTERFlN WOOLPI.E WOOL LOCK STILES,JAMBS,HEAD•SILL� 843 --3.881--_ 18' = 1/HINGE 7/32"0 HINGE PIN --- STEEL AT EACH HWGE ASSEMBLY II 20 AS REOD. $10 x_1/2"F.H.UNDERCUT SM_S._ STEEL AT FLUSH BOLTS --I .464- 21 2/LFJF 1/2"0 THREADED ROD.WASHER&NUT STEEL TOP/BOTTOM END RATS -T^• 3.093-- 12-28 X 3/4" HINGE CAP _24 2/HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY _-. .. .H.SM5 96 -.. _ DOOR JAMB/SIDEUTE FRAME DOOR HINGE STILE �H SMS/ '' - _ 38 DUST PWG(OPTIONAL) � PLASTIC OOOR JAMB INSTALL.SCREW HOLES 10 X 1 2 25 _ GW 36572 GW-36571 l - AS RECID. 530 x f"P.H.SMS.(ASSY.SCREN) STEEL DG0i FRAME MEMBERS/MULL CLIPS o w 35 _. _ _ _ HINGE_ -------4.666-- - II 8.000 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY ' 27 -+- T ._. 1.574 -� 1 TM 054A 2 H'MUWON TM 044 4 StDFuTE GLAZING BEAD 6063-T6 SIDE LITE GLAZING PERIMETER M .055 0 'HILL _ _ ._ GW 36737 OPTIONAL 0.G*. DECORATIVE MOULDING 6063 78 ODOR PANEL PERIMETER ca I,,j 13.SOl o II 7.689 - 3B_-. _--.._ _. _1 DEAD BOLT LOCK .. ..._. 2.040 1.750 o I I 39, 1 COAIVENDONAL LOCK SET - m V WEATHER-STRIP ADAPTER I o (�[Carsi 0`.�m GW-31826 Y o II o 2.000 Z ) 7-5/8" LONG ALUM BUTT HINGES $ O 3 385 2126 2 PER LEAF AT 6" FROM EACH END g 2E .415 ODOR LEAF STILE LOCKS: I-:°m a -- GW-34601 HINGE ASSEMBLY -� 36 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND .280 570 THUMB TURN ON INTERIOR ppy AT EACH ACTIVE LEAF LOCK STILE, 41-1/2* OR 47-3/4" FROM BOTTOM DECORATIVE MOULDING �My�wkF de�g CONVENTIONAL LOCKSEf WITH KNOB, KEY OPERATED ON EXTERIOR ^8 Goa-36737 Z_ AND THUMB TURN ON INTERIOR a g g 1.470-°j 690 .040 ! AT EACH ACTIVE LEAF LOCK STILE, 36" OR 39-1/2" FROM BOTTOM ° -I Qf I HARDNESS n 75 SHORE A C$ I S-- TENSILE STRENGTH(100x STRAIN)>730 PsI 4 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & t .715 I I{ TENSILE STRENGTH(BREAK)- t460 PSI BOTTOM OF EACH ACTIVE AND INACTIVE LEAF LOCK STILES -i•330 k- ELONGATION AT BREAK< 1 SPECIFIC GRAVITY= 1.58f (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS TO DE ENGAGED DURING PERIODS OF HURRICANE WARNING) 1.790 SIDEUTE GLAZING BEAD GLAZING GASKET SEALANTS: TM-044 500 FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED <01 a a W ```��6 I WITH WHITE COLORED SEALANT. o 11.157 1.157 .052 I SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. .840 -� .840-y-- .840 2.5195 .197- �g A'61 1.598 � 1585 3.000 .125 F CAIN.353878592 if. .825 I I v -- .082 3.000 .062 3.000 .-41I. drawing no. FRAME SILL FRAME SILL Hi RISE FRAME SILL MULLION //- 'JUN 14 2 012 W03-38 28615 GW-28615 TM-184 TM-054A Sheet 6 of 7 FRAME TOP CORNER .SIDELIIE CORNE R m i� FRAME BOTTOM_, CORN a i; i `�I I](]OR I FAF (nPNFR CML CAN. FiA Pe 97r 38 i R 2012 to z a� Ulli� X1120 g M 0,5 Z � i3 2 Wd Omwing no. W03-38 Florida Building Code Online Page 1 of 2 [�[ fp("q tof BCIS Home Log In User Registration Hot Topics Submit Surcharge `Stats&Facts Publications FBC Staff `:.BCIS Site Map Unks t Search I Busines ,, �I"{) �ssl I Product Approval USER:Public User Regulab n MM Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL# FL16132 Application Type New Code Version 2010 pplication Status Approved omments hived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave � pompano beach,FL 33069 �N° (954)781-4430 smetzger @tmwindow.com Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo,P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE Validation Checklist-Hardcopy Received Certificate of Independence FL16132 RO COI Financial. df Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://flori&building.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOw6X4o... 7/1212013 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/26/2012 Date Approved 02/04/2013 Summary of Products FL* Model,Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16132 RO II Dwo.Ddf Approved for use outside HVHt:Yes Verified By: Frank L.Bennardo P.E. PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-75 Evaluation Reports Other: FL16132 RO AE Eval.odf Created by Independent Third Party:Yes sack Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: IFNI 99 22 http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOw6X4o... 7/12/2013 4 .P.0 TM ZNDOW & DOOR '�4 LUMINUM CASEMENT WINDOW r SERIES 525 m ® LAItG AN©`SMAU:MISSILE IMPACT RESISTANT �okq„y o "#'NN yN�a 1 as ` WINDOWS it GENERAL(VOTES < - 1. .THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 • - FLORIDA;OUILDEYG ODE.FOR USE WITHIN AND OUTSIDE THE HIGH MOCIN HURRICANE ZONE.PERTAS 201 i 2021203 S:ASTM:E1300.04&TANDAROSw L NO 33=-1/31*INCREASE IN ALLOWABLE STRE55 NEAS BEEN USED IN 711E DESIGN OF 7Mi15 SYSTEM.WIND LOAD OURNUON FACTOR Cd-L6 HAS EVEN USED FOR LWDDD ANCHOR DE51GH. • 3.'POSIT=AND NEGgTIVE DEIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �. DETM3IMD 0 BY OTHERS ON A IQA SPECIFIC WIS IN ACODRDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WUND LOAD REgU1Ri?9ENT5 SFfALt.BE OETERP'IINED 1'N ACCORDANCI WLTH ASCE 7 AND 7111.1 FLORIDA- C y' BUIIDING CODE 8Y SEPARATE 1NGINEERING D�JLTih7ClTfLON AND SHALL BE LE$$THAN OR EQUAl.T07HE PObTT14E OR NmTm OEM&.PRESSURE CAPACITY'VALUE LIMED HEREIN FOR ANY ASSEMBLY�VITIRN THE LIMITATIONS � tr • STATED HEREIN. - ° 4. THE SYSTEM.DETAILS HEREONIS.GEN6UCANp00F5 NOT PROVIOEINFORMATION FOR A SPECIFIC SITE. FOA SAE COMMONS DIPMENT FROM THE.GoU.0 ON5 Df?TAiLE'0 HEt 4 A LTCINSFO T!NGINfER OR �< REGISTERED ARCHITECT SHALL.PREPARE SITE SFECIPw.00c MENTS FOR USE IN CON.RINCTION WITH THIS Q DOCUMENT. S.MPERMI7HOLDERSHALLvmm THEADEQUACYOFTHI!MasTING 57'PROPER870WAHSTAND S11�7MPOSED LOADS.WOOD SUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRAMSFER LOADS 7O THE 9 M . MULTIPLE L �UNI SS MUST.DE IWAU.EO USING STRUCTEMAL MULLIONS APPROVED BYOTHERS OR UNDER Q �` I� SEjAR.TE p oNS fry.L BE 0063-'f6 ALUMINUM ALLM UNLESS NOTED OTHERWISE. VV g. E7(TERIOR SEAM OF FRAME CORNER%INSTALLATION SOMA.AND GLAZING BFJiD- SHALL BE SEALED a WITH SILICONE 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL.GALVANIZED STEH„ORSYATNIESS ST1SS.WITH A ggg MINIMUM TENSILE YIELD STRENGTH OF 60 KSL 10.ALL DISSIMILAR 14AYER14 S SMALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING 0001.E.I.DUPONT DE ME 40M&OO..INC.-MRITACLTE PVB MTERLAYER N.O.A.*11-1118.03 12,SOLUTM INC.-SAFLEK P7B Mf kAYER N.O.A*11-110211 �5. . . . 13.APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. $EE GLASS TYPES FOR ANY RESTRICTIONS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 12DAI-12 s g ` 4 eNFnusrtlRDD�seeeiels 12-TMW-07 sate, srs 03 CUM SHM7 FL#16132.1 $ i suRFACE FALSE M I iI 0 VU'r 40 U , 0 tM- I *i. 4 naw H WOD. ALUMUM MULLION zg 11 m USED 4 1 1 1 11 3N N 9:g I -I p W INSTALLAnO Al _TYPICAL ELEVATION-MUl:r_IPLEWIN._P 0 2 kiss FL #1613:2.1 1 2 FROM k com ".) =NY CA v MAX PROM SMACRAP"IM mmm PwXn* L SM SEPA A"ROM DI ---- JL- AUJMU VU'r 40 U , 0 tM- I *i. 4 naw H WOD. ALUMUM MULLION zg 11 m USED 4 1 1 1 11 3N N 9:g I -I p W INSTALLAnO Al _TYPICAL ELEVATION-MUl:r_IPLEWIN._P 0 2 kiss FL #1613:2.1 1 2 ............ EXW=HOST teary� METAL STNCIURES(STEEL OR 06E iS SLRIICIJRE ALVM.1/8'.MIN.7FDd(j SEE MULLION APPROVALS FOR. 51EELi Fym 36 KSI.MIN. .ANCHORS PER ANCHOR SEE MUL TYPE AND VAL 2BY WOODWOE . ALU14MM:6053-TS MN.• - - H3EVATION.TEE SPACIFKT.. - z-0 EOGL OTS'T ix OR 2x NOT B{YOTIIMOOD - .-�rysyO�A `•�' -S� U4'MAX SM. 'ZE4°MAX SHIM Im MASSm 1(4•MAX SHIM ,eH Egg x� > p V 6 AN 64 PDlAE. - L a D S SEE TYPICAL ANCHORS PER ANCHORS PER d V SHE'ETA 2/8 t� - ANCHOR SCHEOULE.. SSEEE T SDMXUk- SPACING CING S�TYPICAL ELEVATION ON W j •8 ELEVATION ON SHEEP .SHEET?JS FOR 1 Z(B SPACING. ..�1)SPACLNti b4� ,3 7 r -1 7'.P14AL ANCHORS: SEEEL£Y:ONPAGE2/8AANCHOR O WOOD ;AND METAL STRUCTURE.NOT BY TM WINDOWS. �' CHARTS MR SPACING&QUANTITY O BS MUST SUST TOADS IMPOSED BY MUM SMEM AND � >2 ux G of TRANSFER EM TO THHE.BMLDING STRUCTURE TYPE A-i/W'Om ULTRACON BY'U QX(Fu-177 KSI, A o - f•�=155 KSI) cty��t w g THRU 18Y INTO CONCRETE(2846 PSI KN)OR GROUT ppp FILLED BLOCK(Am C90) Q t7 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT'FILLED BLOCK. gq B 13 TYPE'S'-�(•4"8UL UL"ACON BY%LCW(FU-177 KSI, p$g V fe2 FT'+155 Km Z 6 7 INTO 23Y WOOD BUCKS OR WOOD STRWURM 3 1 1.1/2$•MIN.PENETRATION INTO WOOD C . TYPE'C'�1JM20 PTA.�lET METAL SCREW(GNAOE 5 9 MIN)(FU-%20 IM.FY-90 KM 1 INTO METAL STRUCTURES(5 PINCHES PASS THE .5 THREAD PLANE MIN.)STEEL'W THK.MN. 6 --WITH SFILLANT(M.) (FY-36 MINUMt 1/0'TfK MLN.(6063 TS MIN) . 1/4•MAX SHIM (STEEL IN CDNTACT WITH ALUMINUM TO BE PLATED 1x OR 29 WOOD BUCK OR PAINTEDy (OPTIONAL).NCR SYT.M. TTPE'D'-IFLW*SA.ULTMCON BY!VIM(Fu-177 KS 1, 8 FTm155 Hmy ' WTO 25Y WOOD ffl)W OR WOOD STRUCTURES . \ 1-1/2'MIN.P91EImTION INTO WOOD . 'YYPICAL ERNE DISTANCE orm,wBOFBR11 I t v EXISTING HOST INTD QDNCRUWGROUT PILLED BLDG-2-1/2'MIN. 12 TMW-07 STRUCTURE INTO WOOD STRUCrM-11 MN.(FORTYPE"B'y wra 03 WM WOOD STRUCTURE n 1 W MN.(FOR TYPE'D`) INTO METAL STRUCTURE a Ve MN. couERat T �l TYPICAL SECTION re 3 6•-1-0" V",se« FL #16132.1 4•MAX SHIM L. ANCHORS M ANCHOR SCHEDULE.M TYPICAL M"ATMR OH�IEEF?�8 / WRSPACRIG SEE MULLION APPROVALS MULLION TYPE AND 9 ANCHORS PER ANCHOR SCHEDULE.SEE TYPIWL, ELEVAnOR ON SHEET WS FOR SPACWG BED OF Q. 3 OPTIONAL JAMB CONDITION r¢ v-11-V NORM SECT WORMY' V4"MAX S I M SCHEDULE "A" 08MFNL4ADC9PM91Y 90 MS7HOD} _ FRAW 149" tASDMEiTPJO'1 GIdi891YPEMH FRAME WMIT FRAME d.A%TTPEMI GLA93'IYPEM7 •m GLA96TYPlL1G m' . .� m m m 70 m 26' 28 ur ar m m- 76 m ts M. 36 79 a6 70 74 '28 m _ m as' m m I is ')a m 78 m m m 78_ m m aB' 2e1rr IF _ 70 TC t0 m 79 '%' 70 m 70 75 79 75 m m 70 is 75 x ar_ 38; m m m m 7s is m m m 'is 70 som, 2811! ar m. >a 70 79 70 m as 73 70 75 70 7s ar or aevr m -m 70 is m 79 m. m 76. m 70 m m m m m ' 7a ac ae 74 T 261W 9r 70 7s m m 7a m m m m 78 7a -. m, m' m 'm'. '+s' as ur a- m m m is' m' m 7a. _ -,"f m T. m m.. ar m m m 7s SCHEDULE"B" IX OR 21(WOOD N l StocK(OPRONAL) O ANCHORS PER ANCHOR DEMLOADCAPAGRY 90 MS7HOD} _ FRAW 149" MAM VAUM GIdi891YPEMH GIA9sTYPEM2 GLAUTYPErG •m - m' 2r; arr .� m m m 70 m m m m m m. m m ar ar 'io m 7o m 7s, m 4r 2r a arc m m I is ')a m 78 m m m 78_ m m m 7s" m m m m m m '70 m-. as ar x ar_ 38; m m m m 7s is m m m 'is 70 m Ta is ps 7r II4' 30' m .m IB m " 7s Ts m m m m m ae r ar m m m >,o is m m m 2r sr m m Ta m m id ra Ts' 75 m '90 m' m m M: ar 7P 7c m m m„ m FL #16132.1 L. V J Cie 0 o zill Z:W .111 :U-TM-07 4 L— i9 as DUAL ARM,OPERATQ . DAhT# .DESCRIP170N p17ACHMFNT ANCHORS: - FRAME SIU.7RiACHm WITH(2)#lox SM PHKLM FH, S$UNDIR�SMS ARM OPERATORTRACKATTACHED WRH{3)38x W 391DJ.LPS FH.SS.SMS SCRM. MOT ARM'ATTACt1E0 W1TH(3)38x 3J4°PHILISPS FM, SS.SMS SCREWS. ' 23 F P — Q:rSO. 2U . r ATTACHMENTANCMRS: - t%S• LOOK HANDLEATTACH6D WRH(2)31424x-3s: o mm"m ZING e-POINT,MS SCREW. LOCK BAR ATrmxm.WITH.(2).#W?Yi R1;WaLDS. tEKS SCREW. LoacPm!sralKEaatn�tlEOwLm 330><34•F!1 . � .u,ew,wac_ UNDERCUC PHILLtvS MEAD.B-POINT 55 SCREW§. �APPLIEDCGASKET AROUND SLOT 0.861 MULTIPOD4T LoacnrG HANDLE ` • OP-IM ISWES= IN — M1 p� OP-102V LSHAPESM SIMPONLm H'it OPS10226 LSFUPS SIW BRA 0•�,-1,r,.,-_.. _ Vv ,�°. �----2.989•••--i OPS10P27 ISHAPS SND .. SNAP ON IW {-1.tF9s-1-1.094—�°'S0f � 0 � ATTACHM6PPANCH�t DWAUM AS PER MANUFACTURER FFICATIONS. P — Q:rSO. 2U . r ATTACHMENTANCMRS: - t%S• LOOK HANDLEATTACH6D WRH(2)31424x-3s: o mm"m ZING e-POINT,MS SCREW. LOCK BAR ATrmxm.WITH.(2).#W?Yi R1;WaLDS. tEKS SCREW. LoacPm!sralKEaatn�tlEOwLm 330><34•F!1 . � .u,ew,wac_ UNDERCUC PHILLtvS MEAD.B-POINT 55 SCREW§. �APPLIEDCGASKET AROUND SLOT 0.861 MULTIPOD4T LoacnrG HANDLE ` • vAnr. TIGN �1-e• P61167 USMIB�OIPFIACR046HM�LE..= 2i MAGNUM HINGES 3000 SERIES.OFFSET 4-RAR PR03ECTIDN HINGE ATTACt1M AAp� L: 3)3lOX 3(e°PHILIPS PH,SS.SMS ATTACHED TOTHE Top OF THE VENT HEAD AND(5)310 x W PHILLIPS PH S}S,5MS SCREWS 1 ` --T ATiAo TEN_.AMmm, •r-- £ FRANC sRmER RECYNER ATTACHED wrm(2)*lox W is LONG FH,RMUFS,UNDERCUT.B-POIN SMS SCREWS. FRAME SNUBBER ORIVER ATTACKED WITH(2)di0x%. LONG FM,PHILLIPS.UBOERCUT.WPOW.SMS SGtEWS. 10.435}- 22 01549.9 SNUBBER FL#16132.1 N� J J z 2 COVBNSiteiT I ..wAaN•+... ..rte L..B '. .7 y.PL GLASS'TYPES %,'H.S. 090 saPL>Ic os' x ?• 2' OR 0 096 SAH9Q.SAPTEIY oR GIs'.AIR SPACE .Et - 9UiAC{T'E INTEAUYER SUTACTTE INTERLAY9t 'BUTAN7TE:INT6SLAYER 3'is'M.S. Y{T". ��'-a 34s'ANN, Xs ANN. 'ANN. ry��yykWA .. C SETTING BLGQE SETIWG$j.00KD1 SETTING 4 1 . A % Kill $' ED W ' IG gq v 4 R NOTE:GLASS COMPLMS WITH ASTM L1300-09 - J MATERIAL SCHEDULE O ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER - REMARKS Q 1 TM-350- MENEM FBANE s WimArAwN mmsm �_6s-TS _ gUVR To 9EWL 19 Q r , 2 TN-328 CANUM LSg0481 VRAI& 8983-15 REFER TO DETAIL It Q 1� c 3 ru-327 Ile LXIUD 9100 TOR 9/fa°aASa soRS-Ta 4 TN-326 1 8'DUBS STOP FUR I*INSUTATED OtAft 6083-76 $ 3=1 VMTL NRL9- 0.17810 TPE POLYP RE FIR/'DNS.CLASS ULTNAFAS .4 8 6 mae28R BASH DFMER%RATHER STRIP WSIRATCO GU S CLAIMS BEAD ANEMAY 7 11298 FRANC 1tEl mm sum, 7/16 AND 9/1 1 CLASS BLAZING READ •• AUESRURY 6 8 32017 VMYL 01X8- 0,279'0 TYPE.POI FOR T/18'b 9 11a'.CLASS ULTRAFAN S - (2)08 X 1 SMS SCREWS AT FAOH FRANC CURNCR SAC MR 2 MN ADRILM - �1R7EE--il08ENCAD _ 1 BEAM SCALER R 11 - SETNM.BLDCX t"LWD AT 114"INDS HIGH DENW1 S 1 IE OPTIONAL SURFACE AM %V.WTM W BD83-76 - .. pS�q• • i L i RAPID STRENGTH ROSY=*STRUCTURAL SUCONI ELl4TOME=ADH13W I0+Xr1W.PERF0—WE MATERIALS i O//8`XL_E06E 41.183 SPACER SFAOO.m wm. ALL MCTAL . PHDARY SUA -- pm .• y, 1 SECONDARY SEAL ENE $ 1 OP-I0030 US DUAL ARM OPEMATW LN RAOISSON MOUSTIMS REFER TO IR.TAIL 19 19R PO-2301 UB LOOKING HANDLE RADI460N amusmu REFER TO WAR.20 �• • /� 319 MADNUM MUMS 3900 SERIES.OFFSET 4-RAR PRDJWr H MADE ADVAMAOE MAMNACTNRR46 CON. REFER To DETAIL 1f 12-TM-07 1049-3 W MWR _ _ ,ADVANTAGE MMIUFACFIRtRD CON. REFER To INRAIL 27 M �p 03 FL *16132.1 0 N � O 32661 Qead= �7 SASH FLANGE SASH CENTER 12298 32611 FRAME SASH RANGE NOTE: EXTRUSIONS NOT TO SCALE. C Pv' o, EWOSEO SURFACES o CO�Ln .686 ALUMINUM SHEET L 0 y� 1 map SURFACES o.136 � o CORNER) .oB6 ALUMINUM sHEEr FL#16132.1 L� jell o� Z N 12—TMW-07 o� SEAL ell SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIMO BEFORE INSiALLATIONOF WINDOW,MSPECTALLIONTS TO ENSURE A PROPER SEAL SEAL-T 111 FL#16132.1 w cm a � � o m J 0 4K a � o$ M � . Z � r-i 12-TMW-o7 SCFAM Ins 0 f t "Florida Building Code Online Page 1 of 2 i-tsJi rftrvof BCIS Home € Log In User Registration Hot Topics j\Submit surcharge Stats&Facts Publications FBC Staff BCIS Site Map j Links Search 3us'nes essilWl Product Approval (9,USER:Public User Regulation on=1 i I IV�II pij- Product Approval Menu>Product or Aonlication Search>Anpiication List>Application Detail FL# FL15920 Application Type New Code Version 2010 Application Status Approved Comments f Archived Ej Product Manufacturer T M Windows LLC i° Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank Bennardo developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE C-11 Validation Checklist-Hardcopy Received Certificate of Independence FL15920 RO COI Cert Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/12/2013 ` t "Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/24/2012 Date Validated 10/10/2012 Date Pending FBC Approval 09/05/2012 Date Approved 10/16/2012 Summary of Products FL# Model Number or Name Description r P 15920.1 Series"300"Aluminum Fixed Series"300"Aluminum Fixed Window-LMI/SMI 74"x Window 122" Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15920 RO II DWG re-submit 10-10.odf Approved for use outside HVHZ:Yes / Verified By: Frank Bennardo P.E.46549 Impact Resistant.Yes Created by Independent Third Party:Yes Reports +70 -70 Design Pressure: Evaluation Re 9 / �� P Other: FL15920 RO AE Eval,adf Created by Independent Third Party: Yes Bask Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ASi'CI4Id a http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwH... 7/12/2013 a .BF 12°MAX.FOR ANCHORS TYPE A&C OR 2°-3°MAX FROM i V MAX.FOR ANCHORS ANY JOWT OR POSSIBLE ARCHITECTURAL SHAPES SSNH EAPEMAYEXCEEDSIZEOFTESTEaRECTAPdGLETRANSCRIBEDAROUND �� CORNER Ow v ! SURFACE UNTIED ii i ° eg�(�\ FALSE MUNTINS l! ii m 8 FA ap OPTIONAL V , Y� JOINT WELD /W U _— (MAY VARY) ----- - S 4 sui a�ig aea yam 3 _ ii i 2.0'p•W NIA .] CLIPPED-CORNER TRIANGLE HALF-ROUND EXTENDED RADIUS EXTENDED GOTHIC =__=; --"J'--" °O S OWE HALF-ROUND .WiILI�' a ti QUARTER ELLIPSE I` ® ; n EXTENDED ® 4+ TRAPEZOID QUARTER SEGMENT - -- - EXTENDED FULL -_-- _--- z,gat PENTAGON ELLIPSE ;� ---- Fi re TYPICAL ELEVATION D.LO.WIDTH=WINDOW WIDTH-4° QUARTER SEGMENT QUARTER ROUND FULL ROUND D.L O.LENGTH=WINDOW LENGTH-4° OCTAGON " g OPEN BOTTOM OVAL g QUARTER ROUND % g FL #15920.1 I EQUAL LEG CIRCLE SEGMENT TRIANGLE ooPrNatrEsomr�ss ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL OCTAGON 12-TMW-04 SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. ScAm NIS 101 COVER SHEET ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf. NOTE: �® WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. S rrrrrrrrrrrrrreefll/lllll/ BEN . EXISTING HOST EDGE DIST d STRUCTURE METAL STRUCTURES(STEEL OR ALUM.1/8'MIN.THICK) e STEEL:Fy=36 KSI MIN. ANCHORS PER ANCHOR e ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 'WOOD BUCK ,. EDG D £ ELEVATION FOR SPACING MULLION TYPE AND SIZE. V , E DIST EDGE DJSi 'Ipl•�® C DP,•'�� Ix OR 2x WOOD I: BUCK(OPTIONAL). 1 � NOT BY T.M. 1 *w, 11/4"NAT SHIM 4 iJ4°MAX SHIM 4"MAX SHIM 4 1/4"MAX SHIM ,^q ANCHORS PER .1I 2 ANCHOR SCHEDULE.4 ELEVATION ON 4 ANCHORS PER 4 ANCHORS PER /n Q 6 m °. ANCHOR SCHEDULE. 1•:1 L z m w SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL .c 3 SPACING SEE TYPICAL ELEVATION ON 5 13 ELEVATION ON SHEET 2/8 FOR �± 7 SHEET 2/8 FOR SPACING No eZ SPACING OPTIONAL SURFACE APPLIED a MUNTINS J a q� I� J G TYPICAL ANCHORS: SEE ELEV.ON PAGE 2/8&ANCHOR 12 2 CHARTS FOR SPACING&QUANTITY ® d WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND W d TRANSFER THEM TO THE BUILDING STRUCTURE. ®w s!M 1A g O TYPE'A'-114"DM ULT'RACON BY'ELCW(FU-177 KSI, Z Q O rz FY=155 KSI) Q O 6' THRU IBY INTO CONCRETE(2846 PSI MIN)OR GROUT E w m FILLED BLOCK(ASTM C90) 08R v 1-3/4°MIN.EMBED INTO CONCRETE OR GROUT FILLED BLOCK z T'YPE'S'-1/4"DIA.ULTBACON BY'ELCO'(Fu-177 KSI, F-1 FY=155 KSI) IMO 20Y WOOD BUCKS OR WOOD STRUCTURES CSYP#2 G=0.55 MIN) BED OF ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INTO WOOD SEALANT SCHEDULE.SCHEDULE.SEE TYPICAL 6 ELEVATION ON SHEET 2/8 TYPE'.'-1/4-20 DIA,SHEET METAL SCREW(GRADE 5 2 4 FOR SPACING MIN)(FU=120 KSI,FY-90 KSI) 11 INTO METAL STRUCTURES(5 PINCHES PASS THE THREAD PLANE MIN.)STEEL:W THK.MIN. @ @@ 4 114"MAX SHIM (FY-36 KSI MIN) 1 WOOD OT BYT.M. ALUMINUM:1/8°THK.MIN.(6063-T5 MIN) ' iR (OPTIONAL) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S N TYPICAL EDGE DISTANCE E m INTO CONCRETE/GROUT FILLED BLOCK=2-1/2"MIN. INTO WOOD STRUCTURE=1°MIN. GE INTO METAL STRUCTURE=3/4°MIN. COPfRLYIIFdpNA�AE89 EXISTING HOST 12-TMW-04 ',. STRUCTURE SCALE. NTS I Ol PAEE DHSQIIPTIORI COVERSHEET FL #15920.1 �� -I",\ / T YPICAL SECTION 3 6"=V-0° VERT SECT s r� Yl -L. ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING METAL STRUCTURES(STEEL OR ALUM.118°MIN.THICK) STEEL:Fy=36 KSI MIN. S MIN. 1BY OR 2BY WOOD BUCK r-- ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEEP 2/8 FOR SPACING L-- SHIM 1/4°MAX INTERIOR 8 J@ 8 BED OF BED OF NIFNWI 2 TYPICAL SECTION V6`=1'-0° HORIZ SECT SCHEDULE "AD FOR SQUARE OR RECTNGLE OPTIONS•OTHER SHAPES ARE LIMITED TO t 70 Pat ISEE PAGE 2) Ix OR 2x WOOD BUCK(OPTIONAL) ANCHORS PER ANCHOR SCHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 `FOR SPACING 'EXISTING HOST STRUCTURE a_DrIVryA o-"'* t s" UI Q��t93` i y�it J I a zm O�gm z 3 12-TMW-04 of COVER 8HEET FL #15920.1 n vo o° °ov °a°�■o��oo�ovo� °s °sm ° °��o�ovovo° aov �i asovo ' °a�a °e■�ii�iis °° � ��eso�ov ®, MEIN Emm 00 ova ° °o ©o ©� tea° E° °s s Koh 0 a v HE g MEN ��se�a��voves°ses o DD 00 v° °0000 °°s° see o�■ a_DrIVryA o-"'* t s" UI Q��t93` i y�it J I a zm O�gm z 3 12-TMW-04 of COVER 8HEET FL #15920.1 ,.BENM GLASS TYPES .090 BUTACITE PVB .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER .. VALID FOFt . °ANN. "ANN his°ANN. %is°ANN �°H.S. �°H.S. $je H.S. fie°H.S. SEALANT�° SEALANT SEALANT y° DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) MIN.OW.) SETTING YPOINTS �n 3 AT(a POINTS N SETTING BLOTS SETTING BLOCK �o pp ygµµ�1 IµuI 1j i� U '^q G AT POINTS G AT POINTS F T oV,m o�L33m 6L9 oU't0 I;j 4� C9b <19> 4 Z.bi .090 BUTACITE PVB Y,°ANN. .090 BUTAAY4 ~ INTERLAYER IN a 34e AIR SPACE R SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER %"ANN. H.S. 4 ANN. .S. Ya°H.S. %'H.S. Ye TEMP W TEMP SEALANT Ys SEALANT V°33 SEALANT%' SEALANT DEPTH MIN.(TYP.) DEPTH MIN.('fYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TY a!' 6 SEiitNG BLOCK SETTING BLOCK N��uu SETIING BLOCK rn SETTING B {wu AT POINTS G AT POINTS ��G AT Ya POINTS �� G AT Ya PN�G o� ®om Xc L 6 3: �Ip-, MATERIAL SCHEDULE 0 gg ® 3 ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS 1 N3001 0.083°SILL/JAMB/HEADER EXTRUSION BO63-T6 �c 2 TM-326 1 1e"CLASS STOP FOR 1"MASS 6083-T6 3 TM-327 1/8"GLASS STOP FOR 9118°GLASS DD83-Ts F 4 = 0.050°SNAP COVER 8083-TB g . 5 0.370`HIGH D VINYLS BULB AND 0.187°T-SLOT 7PE POLYPROPYLENE FOR 3118°CLASS UL7RAFAB p�¢1 6 32001 VINYL BULB- 0.175°0 INSULATED GLASS GLAZING BEAD AMESBURY ab 7 32011 VINYL BULB- 0.270"0 7/16 AND 9/16 GLASS GLAZING DEAD AMESBURY Y �. � 8 - (2)PB%1 SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 = SEAM SEALER ACRYLIC SCHNEE-MORENEAD 1 - *ONLY APPROVED FOR LARGE MISSILE IMPACT 11 SETTING BLACK 1"LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1 - OPTIONAL SURFACE APPLIED MUNTINS S1163-T6 1 - RAPID STRENGTH RM7700 STRUCTURAL SILICONE EIASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS , - ALUMINUM°U°CHANNEL 2°LONG AT EVERY ANCHOR LOCATION(TYP.) 5052 H32 ALUMINUM 12-TMW-04 RC14tR1 Nrfi 01 1 - 51I6"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PAUDASCRVTXM 1 - 7/16"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL COVERSHEET - PRIMARY SEAL PIG FL #15920.1 - SECONDARY SEAL SILICONE § 1`0 •,��N.ppNrypq p4' . BEN 4 1.269 0.129 0.080 0.570 vmroFaR owr 0.031 0.)50 M EXPOSED r �, �4� ,`• a SURFACES ?2F t Q N N ° FO. �056 0.095 WILwu � ri N yK J •+ 0.050 � 3.033 ~ ~ a iO m 1.269 O ® o q1y fo. 34a1! 8 .o � EXPOSED M oSURFACES 0.202 117 1 osg z IV ° �1.139� y �-3.033 I NOTE: 1 A PART#14 IS NOT REQUIRED 1.000 WHEN USING THIS EXTRUSION ° ° � o.azo 0.27. o Ln 0.025 .17 0 m 00 Loo 0 0 Ln Ln 001 O m 12 �I 04CYIfQODIa�B 0.070 O N ° Y —r— X 0.030 0.02# 0.02#--5k ec. --L— 0.090 M w Rrs I Ol -0 0.080 0.080 SCAM rI l�ar t.184 18 COVER SKEET \J o EXTRUSIONS NOT TO SCALE. FL #15920.1 .•��gENNgR� ' D.E. FRAMES OF NON a tl p j RECTANGULAR SHAPES SHALL a BE WELDED TOGETHER IN in o `k M LIEU OF SCREW SPLINE m ASSEMBLY MT.). z a O 9 SEALANT(TYP) Q ¢m a 2. SEALANT OW) 9 3 tu M OW Lu J a ��pm P•G 2N J i z y yyE'Q6QPG t� �j A� e a�o�y o SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD �Zy BEFORE INSTALLATION OF WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL cwm%ffvwwmwmm 1, amm � B i 12-TMW-04 FL #15920.1 ""g o1 �BHM #8x 1"GRADE 2 SMS S (FOR 90°CORNERS ONLY) o no 111tt X L BEND AR00.P.E TM WINDOW & D®V® ® •f�tNN 549 SERIES 300 ALUMINUM FIXED WINDOW No. ■ LARGE AND SMALL MISSILE IMPACT RESISTANT S STA ® p SIN ®�9WS O��F`o I � 1 ma 914 UJ � Wg GENERAL NOTES 'oo 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/ 202/203&ASTM E1300-04 STANDARDS. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND J a LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC ce LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE gg OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O .4 STATED HEREIN. ®w d 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS z S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND r2, W SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER ®�R SEPARATE CERTIFICATION. a 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. tttnnn 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 1-4 WITH SILICONE. ?r 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11.E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACTTE PVB INTERLAYER N.O.A.#11-1118.03 12. F.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.#11-0624.02 ®@ 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY a RESTRICTIONS 12-TMW-04 :AL91==ol PA6H D88CN7Pom COWRSHEET FL #15920.1 �� Klorida Building Code Online Page 1 of 2 EMMAMEMMEME 3. ROII''(('' �y fpm` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links• Search V MJ+1 14J Product Approval bfessi I USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ! � 3. FL# FL15726-R1 „i Application Type Revision Code Version 2010 Application Status Approved Comments Archived ED Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com Authorized Signature ]avad Ahmad aifarooq @afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who ]avad Ahmad developed the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Christian Langley, PE Validation Checklist-Hardcopy Received Certificate of Independence FL15726 R1 COI TM Windows-CLPDF Referenced Standard and Year(of Standard) Standard Year TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAhiEOW... 7/12/2013 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/23/2012 Date Validated 08/24/2012 Date Pending FBC Approval 08/28/2012 Date Approved 10/09/2012 Summary of Products FL# Model,Number or Name Description 15726.1 Series-390 Aluminum Sliding Large Missile Impact resistant aluminum sliding glass Glass Door door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15726 R1 II 390 Alum SGD(LMI)W12-31.PDF Approved for use outside F HZ.Yes Verified By:Javad Ahmad PE#70592 Impact Resistant:Yes / Created by Independent Third Party:Yes Design Pressure. +80/-95 Evaluation Reports Other:See drawing W12-31 for span vs. load and FL15726 RI AE 390 Alum SGD(LMI)-PAE.PDF anchor type combinations and installation details. Created by Independent Third Party:Yes aa�K Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: MWORM ukE'&KV http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSA1nEOW... 7/12/2013 Y 'I. ESZ 2 L - FARGGQ CORPORATION CONSULTING ENGINEERS&PRODUCT DEVELOPMENT 1235 SW 37th Avenue a Miami, FL 33174 PRODUCT APPROVE., EVALUATION RULE CHAPTER 9N-3°005® METHOD I OPTION FL Date: 8/23/2012 Detailed Product Descrintiion Manufacturer:T.M.WINDOWS LLC. Manufacturer Address:601 N.W. 12TH AVENUE–POMPANO BEACH FL 33069 Model Name: SERIES-390 ALUME UM SLIDING GLASS DOOR 19 This product complies Maximum Panel Width: 66 with the High Velocity Maximum Door Height: 10819 Hurricane Zone(HVHZ) testing requirements. Maximum Load:—,-.-95 PSF arse Missile hupact� Installation Drawings#W12-31 The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. loads and anchor e. Mandaw Tests(Tested in acct dance with AAMA 101/LS°2/NA11iS-02/TAS-202 ASTM E283 E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Leakage Laboratory ASTM E331 Water Penetradon-F Fenestration Testing 06/20/2012 FTL-6868 OR ASTM 547& Laboratory TAS 202 ASTM F330 Uniforrn Static Air Fencstration Testing 06/20/2012 FTL-6868 &TAS 202 Press. Laboratory 6/18/2012 FTL-6976 ASTM F842 Forced Entry i Fenestration Testing 06/20/2012 FTL-6868 i Laboratory Comparative analysis used x I Yes —No Su plemental Tests (Tested toi accordance with TAS-201 and TAS 2.03) D fl 1 ES Il LoOTIO l nx_ t FBC 1626.2 Large Missile Fenestration Testing 06/20/2012 FTL-6868 (TAS201&203) Impact&Cyclic I Laboratory 6/18/2012 FT1-6976 Under the limitations of the attached insta iarion di at7,,irbs,to the best of ley fpm zaledge and ability.the above door product c=-otnis to the of the 22010 Flor a ing,Coc1 . Evaluation Report En,gineerra Javad Ahmad PE#70592 ? AU 9 2012 Al-Farooq Corlaotation F-B#3538 HEM ANCHORS �� CLUSTER OF 4 OR 8 AT STILE ENDS Lm°_ I SEE CHART ON SHEET 3 24°MAX FOR CAPACITY a Z n HEAD 3° C a� 220 3/8° 0:O a DOOR WIDTH 0 t a @ //SILL A g M CORNERS ®K a G 00�4 w 1 n m � ma %D mm -j II II � n Lt O_ II II y O to v II 11 C.•J t7 _Ih o Jj ----— mm z 48 1/8° FALSE M N- -` D.L. OPG. D.L. OPG. m 0 + F to a 58 1/8° 56 1/8° 24°MAX. 0 PANEL WIDTH mil. PANEL WIDTH THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. -r -r c 03 SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVAn 2 TRACK FRAMES /aLE WERIES-390 ALUMINUM SLIDING GLASS DOOR OF 4 AT ENDS DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3°O.C. SHOWN ON SHEET 3. c e 00 THIS PRODUCT HAS BEEN DESIGNED AND 7T=5TE0 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o A-THIS vROnucr EVALUATION DOCUMENT(P.eD.)PREPARED er THIS ENtVFffER HURRICANE ZONE HVHZ. IS MERIC AND WES NOT PROVIDE INFORMATION FOR A SITE SPEC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM 7HE P WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 0-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,'. LOADS TO THE STRUCTURE INSTAU.AnON OF THS PRODUCT BASED ON THIS `d 11 Y PROVIDED HE/SHE DOES NOT DEVIATE FROM THE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS ON TH5 DOCUMENT. O t4� W)p EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONEREO ILVAIA q�`� ss2 �' y 3 ALTERED BY ANY MEANS. * • 3sse < ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE D_SITE SPECIRC PR0.IECTS SHALL BE PREPARED BY A>,Y.ORIDA (,TSTRED NOT PART OF THIS APPROVAL. DIGINEER OR AROUTECT WHICH WILL BECOME THE FOR THE PROJECT AND WHO WILL BE RESPOtVSE FiM' f a yk A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENONEER OF RECORD,ADTils AS ENGINEER TO THE P.E.D.ENGR EER SHALL SUBMIT TO.JHIS LATER THE SITE =drawing no. MATERIALS INCLUDING BIJT NOT LIMITED TO STEED./METAL SCREWS,THAT SPEC=DRAWINGS FOR REVIEW. - • ' COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2DO3.8.4. E-TIns PEEL s{aLL N THE DATE AND THAT SPAT s OF kr W12-31 THE PaOES9Owa.ENGINEER O RECORD T{w FWmn4ED sheet 1 of 13 • I a c AT STILE ENDS SEE CHART ON SHEET 3 FOR CAPACITY pffln1 TYPICAL ELEVATION 3 TRACK FRAMES SHOWN 4 TRACK FRAMES SIMILAR AT STU ENDS AT 3"O.C. . r— a 6 U T �t"d♦r AM PE ♦ CAN. ZZ Of a m r-w Q o O U r � M M 0 oaQ Mr' Q N i QMQ� S M r. � U >% 0 U r" 0N� z M Za F=to a. N_ O Y" n drawing no. W12-31 s" c 2 of 13 DOOR WIDTH G F1 D D D D E o � m a B1 43 3/8" 43 3/8" D.L.OPG. D.L.OPG. 513/8- PANEL WIDTH 51.3/8" 24"NO PANEL WIDTH ' T1P. SILL TYPICAL ELEVATION 3 TRACK FRAMES SHOWN 4 TRACK FRAMES SIMILAR AT STU ENDS AT 3"O.C. . r— a 6 U T �t"d♦r AM PE ♦ CAN. ZZ Of a m r-w Q o O U r � M M 0 oaQ Mr' Q N i QMQ� S M r. � U >% 0 U r" 0N� z M Za F=to a. N_ O Y" n drawing no. W12-31 s" c 2 of 13 3/16"HEAT WREN-D GLASS 1/4"HFAT STREWD GLASS DESIGN LOAD CAPACITY - PSF .090 INIERIAYER 090 INTERAYER ISGHT 121{INF. H6AYY REINF. SAFLFII PVB BY'SOLtJ W SAFLEX PYB BY'SOLUTIA GUM'61'.'1W 8'C4'GIM'GI'.'G2'&'64 GLASS OLUSfETt OF 4 MMM MUSIM OF 4 ANCHORS CLUSTER OF 4 NCHM CLUM OF 6 AICHDIIS Z 3/18'HEAT SHEN'0 GLASS //4'HEAT S1REN'O GLASS PAtff1.X70TN�TM T AT.SIZE ENDS AT SIDE EROS AT SOLE ENDS AT SOLE ENDS 0 > ; g m W.(+) NT.(-) EXd+) (-) �•(+) �d-) g SILICONE SILICONE 36 BOLO 1- 60.0 60.0 60.0 80.0 95.0 80.0 95.0 `ro 32 GE RGS 7700 m i GE RGS 7700 42 60.0 W.0 60.0 60.0 80.0 95.0 80.0 95.0 ® d 48 fl0 BOLO 60.0 60.0 80.0 80.0 85.0 80.0 95.0 IL Q m .I. i 54 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 P 35 35 60 60.0 60.0 60.0 - 60.0 80.0 90.6 80.0 95.0 (>Q> o o f 66 60.0 60.0 SD.O 60.0 80.0 87.6 80.0 95.0 cr ad q U 36 60.0 _60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 Ric p oq 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 �y t9 48 84 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 1 '1 tJt GLASS TYPE 'G1' GLASS 'T'Y'PE 'G2 54 6D.0 60.0 60.0_ 60.0 80.0 83.3 80.0 95.0 k 1 _ 7/16°OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 60 60.0 60.0 60.0 60.0 80.0 83.9 80.0 95.0 m 36 6D.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 42 60.0 60.0 60.0 60.0 80.0 93.8 80.0 1/4°HEAT STREN'D GLASS 48 90 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95.0 n 090 INTERL4YER 54 60.0 60.0 60.0 60.0 '79.9 79.9 80.0 95.0 SENTRYGLAS BY'DUPONI' 36 60.0 60.0 60.0 60.0 SILO 94.4 80.0 95.0 _ _ m 42 _ 60.0 60.0 _60.0 60.0 80.0 84.1 80.0 95.0 �o 1/4"HEAT STREN'D GLASS 98 coo.r 48 _60.0 60.0 60.0 60A 76.5 76.5 80.0 95.0 y O 54 6D.0 60.0 60.0 60.0 70.9 7D.9 80.0 95.0 M`� CD - GEE RGS G 7700 36 _ ...-_60.0 _ 60.0 60A 60.0 60.0 60.0 9 1. I 42 102 - - 60.0 60.0 60.0 60.0 60.0 60.0 0 j �I 48 - - 60.0 60.0 60.0 1 60.0 60.0 60.0 I N IF 41 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 = O N W 35 42 108 - - 60.0 60.0 60.0 80.0 60.0 60.0 -I¢ 0-m m 0 48 - - 60.0 60.0 60.0 60.0 60.0 60.0 rn 3 .0 r e - CLUSTER OF 6 APPLICABLE Q �-m AT HEAD ONLY co(L GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL o 9/16'OVERALL LAMINATED GLASS 1 1/4"TEMP. GLASS 1/4"TEMP.GLASS U LIGHT REINF. HEAVY RELNF. 3/8°AIR WACE S/8"AIR SPACk AVERAGE PANE.WIDTH ° NUMDOOROF WIDTH PANELS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'0 CLASS .090 INTERLAYER .090 INTERAYER ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE g SAFLEX PVB BY'SOLUTIA' SENTRYGLAS BY'DUPONT' FOR DOORS WITH 3-1/2°SILL HEIGHTS. FOR 2-3/4°SILL HEIGHT LIMIT EXL(+)LOADS TO 60.0 PSF 3/16"HEAT STREWD GLASS 3/18"HEAT STREN'D GLASS FOR 1-3/4"SILL HEIGHT LIMIT EXT.(+)LOADS TO 34.7 PSF m m z m SEE SHEET 4 FOR DETAILS ...;ts,t$;..;,.., o SILICONE SILICONE $o GE RGS 7700 ® GE RGS 77W a-n�,j('�• . ,y,a a✓P v"�;r� 0 I I 3S 36 70582: .i 0 9A o 9A / v` $ NOTE: ;, � i GLASS CAPACITIES ON THIS SHEET ARE rowing 1 BASED ON ASTM E1300-04 (3 SEC. GUSTS) a°bye W12-31 S TYP GLA5S TYPE 'G5' AND FLORIDA BUILDING COMMISSION '•• 1-1/ `-Rvui-4mLNtkss 1-1116'OVERALL.04SUL LAM. GLASS DECLARATORY STATEMENT WA05-DEC-219 a ox(940" X0 Xx a .s OXO (SHOWN) oxx xxo � 1 MEN II4 � 0 XXX (SHOWN) oxx xxo oxxx OXXXXO(SHOWN) Xxxx xxxxxx APPROVED CONFl RATIONS APPROVED COURGURATfONS NON-POGKETED DOORS TWO--f9l TRACK FRAMES NON-POCKETED DOORS xxxx(SHOWN) OxXx XXXo T P 5 6 B F k • ♦ • .�� • .;�a. .yam• C THREE (3) TRACK FRAMES FOUR U TRACK FRAMES tit 4 MEW O Gd � a 0t 0 Q000g ' om a� g >u 3 CD N p m C9 M inq= M6 0—M z_ y M T2�v _N �1 _s h � � § 2-31 Ig 1 PX (SHOWN) XP I PXX(SHOWN) XXP Ilf Y ti la al PXXP(SHOWN) M4� 7]iL iv o- y 0 �I la al lam— I j PXXXXP(SHOWN) I - I I� IY I 10 la '• .a11 • •••- TWO `--- 0 I V b b b 4 la PXXXX(SHOWN) _.. XXXXP INL! PHL! N PXXXXXXXXP (SHOWN) 1 �I YI UI �i 10 -► y o- ;a I 1� IY I Ia0 i PXXX(SHOWN) XXXP PXXXXXXP (SHOYIN) 1 �I YI UI OI i APPROVED CONFIGURATIONS .POCKETED DooRS THR E TRACK FRAMES FOUR (4) TRACK FRAMES to 4,u z P IL LL Igo a tl M o��Mo m J � I °o m o to N 0 N O w NM1 UEn 1�l O�IUq Z M 3� 1 Za v r°O°a cn iv �1 �� EnQt: vna �_ fe g0g • � a N $.Ij rdrawinq no. xs�� .•` �., W12-31 t!�' ,<•~�' ems` sheet 5 Of" TYPICAL ANCHORS V IN PAW SEE ELEV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS IN PAIRS IN WOOD BUCK SEE ELEV.FOR SPACING S PAIRS PETAL IN PAIRS cv SEE FOR SPACING SEE ELEV.FOR SPACING z 3 DIST. 2 1/2° c STRUCTURES N 'J a .j a- :. .STAGGQiEfa Q Fnn �.'� meM Ldp IL Ll 1 a" 1 d0 V) Cj sa ,A nip 33 Fg rs !tx < izii �pyMo O da A ANCHOR ACCESS HOLES 0 $ 4 TO BE WITH a .O Q:s LT ►3�O M FOC.APPRD MULLION SEPARATE APPROVAL w E + I O i. I WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. 1 i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM $ m AND TRANSFER THEM TO THE BUILDING STRUCTURE. p pi ° r TYPICAL ANCHORS: SEE ELEV.FOR SPACING z �w a ti d 1/4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=,55 KSI) rn U) v 1 I II III 6� d INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O N tali 1 o w 0 � — 1-1/2" MIN. PENETRATION INTO WOOD � 0-m G o THRU 1BY BUCKS INTO CONC. OR MASONRY M 33 1 it 1-3/8" MIN. EMBED INTO CONC. OR MASONRY 1 I. DIRECTLY INTO CONC. OR MASONRY y m It 1-3/8" MIN. EMBED INTO CONC. OR MASONRY o a4 1 ; 1/4° DIA. SELF DRILLING SCREWS (GRADE 5 ass 1 } i' INTO METAL STRUCTURES 1 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° TIIK. MIN. (8063 TS MIN.) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° 1 C � a ,J14 SMS OR SELF DRIWNG SCREWS (GRADE 2 ass) � INTO F.B.C. APPROVED MUWONS (MIN. THK. = 1/8' © I 36 (NO SHIM SPACE) STANDARD TYPICAL EDGE DISTANCE o e S INTO CONCRETE AND MASONRY = 2-1/2' MIN. u INTO WOOD STRUCTURE m 1" MIN. y'a a b ?,.-t E •r��*� 0 - INTO METAL STRUCTURE = 3/4° MIN. t��••e°„t... t. - ° CONCRETE AT HEAD,SILL OR JAMBS rc =3000 PSI MIN. ° ..a HIGH STRENGTH GROAT ••, ° /. S C-SO HOLLOW/FILLED BLOCK AT JAMBS f m 2000 P51 MM. DiSf_ '. ae re soon PSI YIN. FLA. _ 2 ' ^� NOT BY T.Y.WOW. MUST TRANSFER SHEAR ! e g LOADS TO STRUCTURE • 8 a c SHRM OPTIONAL WEEPHOLES: T,P �� Wt = (6) 1"WEEP NOTCH AT EACH END OF SILL . e°. dbnrring no.ORS SEE ELEV.FOR SPACING W2 = (6) 1°WEEP NOTCH AT EACH END OF SILL °`. ° e a ,N112-31 TWO U TRACK DOOR DOW 1; °: treat 6 of 13 Nor- ,gq ae � 012 SEAL WITH SILICONE 14 N \ N n IS N a a n n N STRENGTH GROUT LIMIT MAX. 5000 PSI MIN. EXT.(+)LOADS Y T.M.WDW. TO 34.7 PSF TRANSFER SHEAR TO STRUCTURE OPTIONAL {ORS )R SPACING LIMIT MAX. LIMIT MAX. OR.(+)L0ADS DCL(+)LOADS TO 80.0 PSF TO 80.0 PSF Wi a 9 a� CL a � g M 0 R g vi 0 ma 0 �i 3 C o o N 0 M � M z U -� Ld L 0 U 3 S OH I p—m m Z Za Z M � {�-m IL UL�f—Li-LL 4 f F F b�}Y Y, ♦• tY � m B O n -. `'� drawrtigno W12-31 '��f tilrrftt6} ME STRUCK WOOD BUCKS OR O 3y a 1/4"MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 9. �ta sv m%-u' z 9 02 of 0 'a crW 8 0 fok a vi 0 Z. z 0, o In OM 13-M z MGM co 0 a_ 3rC*-M no. W12-31 0 IL � a F a � m 0 ao S 00; 001 ar O �� z U L p—m z M 3Za W a moo D! F-CO a •a. WIDENED Vy,,l'�„fie• .IA gHldgp u 9 TH GROUT ®yly \ PSI N\YJ PE i BZ ✓ n n ER SWAR 3S3B RUCTURE drawing no. THREE (3) TRACK DOb- rum LS .4( Wl2-31 TnTTR !Al TT)ArTi Tlnni' Q"hT.hp : :` 1/r MAX SHMS o�, Z, 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 IL 0 71 0 TYPICAL ANCHORS U.Z z lag 0 AT 14'D.C. AT U UMIT MAX.LOADS TO:1:60 PSF MIT T.0 C) I w 1 MIN. EDGE DIST. CD q 0 /*6.0 Go Do OE J8 U) !2 rn 0 .............. ....... 6 g Hid 7 ........................... ......................... 7 m ...... vwrrzu:unu 24 EXTERIOR --------- ------ -2 o 16 j It Too ——— ".f Cv �tj THREE (3) TRACK DOOR.*im f*awing no. FOUR (4) TRACK DOOR ST iTBM PART# QVARrm DRSCR1PTtoN MATOM lMW-/SUpPL=/REmARILS 1A YU-347 1 2 TRACK FRAME HEAD 6063-76 - 4i�1 tj 18 TM-333 1 3 TRACK FRAME HEAD 8083-TB - z IC 7M-338 1 4 TRACK FRAME HEAD Q063 - Q 2A YM-331 1 2 TRACK FRAME SILL 6bWT6 - 5 28 TM-334 1 3 TRACK FRAME SILL 6063-76 - fj'g N n 2C TM-337 1 4 TRACK FRAME SILL 6063-TB - dQ+�4 w 3A TM-332 2 2 TRACK FRAME JAMB 6063-76 - 3B TM-335 2 3 TRACK FRAME JAMB 6063-76 3C iM-338 2 4 TRACK FRAME JAMB 6063-76 - Q LI•t h 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL -- 8063-T6 - Q 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-76 - ( Q Q 5 TM-322 1 --- PANEL JAMB STILE --- -- 6063-TB - 6 TM-323 AS READ. STD.INNER INTERLOCK ---'-'------ — 6063-76 Q Q wfi& 7 11d-324 AS READ. STD.OUTER INTERLOCK 6063-76 - �wR m 8 TM-325 AS RECD. ASTRAGAL STILE 6063-T6 - t -m -- -- a z _ 9 TM-327 4/PANEL GLAZING BEAD(LAM.GLASS) 6063-T6 9A TM-326 4/PANEL GLAZING BEAD(LAM.-WSUL GLASS) - -6063-T6 - O 33 10 TM-348 1/FIX.PANEL FOL PANEL CLIP _ 6063-T6 - 11 YM-349 AS REOD. FD(. PANEL CUP COVER _ __--- 6053-TS v ° 12 TM-339 2 JAMB COVER ---- --__—_ 6083-T6 i' 13 TM-347 AS REOD. POCKET DOOR HOOK 6063-T8 - v 14 TM-341 AS READ. 2•SILL RISER 6063-T6 - co 14A TM-342 _AS READ_ 2-3/4°SILL 6063-TB - M 14B TM-343 AS READ. 3-1/2'-SILL RISER __- 6063-T6 "._ __- ._ c9 6 15A ____TW 350_...__._AS RECD. 2-3/4`SDI.RISER _ 6083-T8 z LLj 751) TM-351 AS REQD. 3-1/2"SILL RISER 6063-TB N Q o 16 TM-340 AS REOD. SILL ANCHOR COVER - _ 6053-T6 =V n 3 3 17 TM-354 AS REOD. SCREEN TOP&BOTTOM RAIL 6063-T8 O N Q L I t8 TM-355 AS REQD. SCREEN STILE 6063-T6 - Z ^ 19 TM-357 AS REOD. OXXO SCREEN STILE 6063-T6 20 TM-356 AS REOD. OXO SCREEN ADAPTER______ 6063-T6 21 FRAME - - .-- -- - - - - - — _ - }� Fes° TM-344 AS REOD. HEAD SCREEN ADAPTER(3&4 TRACKS) 8063-T6 22 TM-345 - AS REOD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) - --6063-TB --- --- - ----- 0 23 TM-346 AS REOD. FRAME JAMB SCREEN ADAPTER(3& 4 TRACKS) 6063-TB - 24 TM-328 AS REQD. HOLLOW STIFFENER 6063-T8 25 TM-329 AS REQD. SOLID STIFFENER 6063-T6 26 - _ — --- - 27 #10 X 3/4• AS REQD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS ° 28 #12 X 1• 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS rc 29 j10 X 1• AS REOD. FIX. PANEL SCREWS,AT 6`FROM ENDS&24.O.C.MAX. ST. STEEL. FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY - HSTO m b -- n 31 _ - - MORTISE HOOK LOCK _ - FASCO 32 E70818M1020 4/UTE GLAZING GASKET(7/16'LAM.CUSS) VINYL ULTRAFAB 32A W32001 4/UTE GLAZING GASKET(9/16•LAM.GLASS) VINYL AMESBURY m 328 W32011 4/LITE GLAZING GASKET(INSUL LAM.GLASS) VINYL AMES'BURY SE'ALMrS: 33 21315 AS REQD. FIN SEAL PIE W'STRIPPWG - ULTRAFAS FRAME AND PANEL CORNERS AND INSTALLATION S6REWS t c n 33A 33371 A5 REtiD. FTN SEAL PQE W'STRIPPING ----- - - - 1. I'r: ULTRAFAB AT SILL AND JAMBS SEALED WRH JOINT SFJ+l11 ' 34 - As RL:QD. BULB W'%mmn ING — VINYL - d1L01 s s T ?f, 35 - 2/LITE SETTING BLOCK, 1/8`X 1/4-X 2•LONG EPDM LAMATIX >. `it',.,:e,` - JIA AO f n e 9 38 - AS REQD. SELF ADHE9NE PILE PAD(1-3/4°X 3`X 3/4' WOOL LATRAFAB •F�;{ ' rte Ls 37 - AS REOD. SELF ADHESIVE PILE PAD(1`X 2-7/16•X 1/2' WOOL ULTRAFAS -CAN., g - 38 - AS REOD. SELF ADHESIVE PILE PAD(1-5/8•X 2-7/16•X 1/2') WOOL ULTRAFAS 38 - AS REOD. SELF ADHESIVE PILE PAD(118•X 2-7/16°X 3/4") WOOL. ULTRAFAB t��• j 40 _ _ _ _ I drawing no. W12"-31 i+feerp tt46�1 f { -5.152� 6.5dfl� 8.598 � ,.za9 �t�. V 078 078 .078 �I M 1289 ap N 1289 7 1 289 /289 M7 °1 1338 .12a 1823 ® 3 I w .831 .831 .724 t 1267 1.267 1.267 .124 1 A23 02 � S 1.823 W 1A 2 TRACK FRAME HEAD is 3 TRACK FRAME HEAD tc 4 TRACK FRAME HEAD Q'O ti -5.388 6.693 8.791 5.50 1.823 6.419 ,078 1.82 8.517 '�O M .080 .� .125 I. dJ q .§ .7x68 .942 382 .942 382 .942__ .382 .078.-d -078 O. 5.142 H5 r ® 2 TRACK FRAME SILL ® 3 TRACK FRAME SILL 20 4 TRACK FRAME SILL ��,, m °--2.000 3.062-°{ ® ® V v I -�} 1.407 t� I o II I 1.P64 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB o r v 00 1.573 1.490 249 u, m 2.004 .078 71- r.�j m .1001 •050- 887 897 o M 3.062 _-_-- 3.as5 I U 2.0169 048000 4.000---�I r .125 III°--2.397-- o �4=M 1.761 - -.078 �J PANEL JAMB STILE t6 SILL ANCHOR COVER 1.677 1327 1687 125 I Og - ��E .575 �I 10- 1 �- � ¢ D-m I .310 Imo-1.885-�i 1-- I .662 0- Z O --2.441-1 .312 M 3 Z a L W 4 6 -,062 .552 .050 .078 .726 - � Q PANEL TOP & BOTTOM RAIL Q ASTRAGAL ADAPTER 1'298-4-d Co EL co o_ 40� Q GLAZING BEAD t2 JAMB COVER 24 HOLLOW STIFFENER 25 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) .078 .750 .750 .130 4.812- - 1490 L .750 A78 A78 .018 '-6 2.752 0 1.752 3.502 .084 2.428 0 .078 •�"' .883 1- m 3.062 8A GLAZING BEAD 862 NSU GLASS .893 . 7.062 8.000 © STD. INNER INTERLOCK 1.714 15 F --3.140 o N 0 0$ �- 1-3/4"SILL RISER 15A 2-3/4" SILL RISER 158 3-1/2" SILL RISER 13 POCKET DOOR HOOK 01 .882 1 071 ,t i .•q, LD 0 a 4.000 .374 Ell I N \'. a. hEng.JAVAD F o 10 FIX. PANEL CUP .094 .094 _ , i7 L1M. \ 1.923 -4 II 3.062--"iI 1.490 2.672 �3 w`x 3 4 3.422 0 ` vo §n g jj 1.407 .078 lYo"7 $ drawi '� BOTTOM RAIL (HIGH PROFILE) STD. OUTER INTERLOCK FIX. PANEL CLIP COVER 141-3/4"SILL RISER 2-314" SILL RISER 3-1/2" SILL RISER 6� a a"� sheet 12 of 13 •+",yam' t a�� ^y'4612 12 6 o 4 27 / 'A FRAME TOP CORNER z� PANEL TOP/BOTTOM CORNER n,.eat�tkltrPrtrF�,NO `�`�'.`�` ai.. e�+ta emirs•°°� STATE 32012 z 0a IL �a A� c A� M A��o 0 03 N N p m i {0 C CD ^ N to � NI Z �W LJi V O- Z ^ °w 3 3°zd ,F n za v N_ 0 0 S IWA drawing no. W12-31 141AMOWE M#111alva KUMT-DADE COUNTy DICF�A_RTWEEWT OF PZR1WT`T ING,ENVIRONNEW,AND REGILIUTORY PRODUCT CONTROL SiCTION AFFAIR9(PFAA) 11805 SW 26 St=4 Room 208 BOARD AND CODE ADMINISTRATION DMSION Naml,Florida 33175.2474 T(786)315-2590 F(UO 315-2599 NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows..jujuu 975 S.Congress Avenue,#102 DeIrAY Befth,FL 33445 SCOPIK: This NOA is being issued under the applicable rules and re gulatiOns governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade Counjy pHRA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurloiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miam i-Dade County Section(In Miami Dade County)and/or the AHJ(in areas Off�t"-4_.% Product Control to have this oduct_or_materij�tested other than Miami _reSer" . Perform in the accepted man "jr quality assurance Purposes. If this.product or material &iL$ to ner, the manufacturer will incur the expense*of such testing and the AFU may immediately revoke,modify, or suspend the use of such product or material within theirjurisdiction. PERA re'sOrves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material i I in 0 This produe fa 18 to meet the requirements of the applicable bui d g cod . Code,ino!u 'as described herein,and has been designed to comply with the Florida Building Velocity Hurricane Zone, DIESCRUMON.- Clipped,Extruded Aluminum Tube Mullion LXJ. APPRovAL DOCUMgNT:Drawing No.M07-04,titled"Aluminum Tube Mullione,sheets I-through 7 Of 7,dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stainp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MBSME hVACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees name or logo,city, te,. modellseries,and following statement: Miami-Dade County Product Control Approved". sta noted herein. unless otherwise RENE'WAL 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. - Tk11MINATION of this NOA will occur after the expiration date or if there has been a revision or change Jn the materials,uses and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product for sales,advertising or anyother purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION;A copy Of this entire NOA shall be provided to the u rer or distributors and shall be available for inspection at thejob site at the re'qoruebsyt the nlanufhctu its of the Building Official. This NOA.revises and renews NOA#10-1004.01 and consists of this page I and evidence pages E-1 and &2,as well as approval document mentioned above. The submitted documonWio, was r,�IMM bY Manuel Perez,P.R. CM E cou MMMU N=TY NOA No.12-0221.09 Expiration Date: N6vember2l,2017 Approval Date: April 26,2012 Page 1 IW Impact Windows.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.W07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7, dated 10/01/07,with revision C dazed 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 �. 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No: IiETI-07-4107,dat 03/?607rsi ed andeal (Submitted under previous NOA#07-1016.06) 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)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single a hung windows,prepared by Hurricane_Engineering_&Testing,Inc.,Test Report No. UETI-07-4108,dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. . (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4115,dated 04/09/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07=1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#101004.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel e7 P.E. Product Con I E Diner NOA No. 221.09 Expiration Date: November 21,2017 E-] Approval Date: April 26,2012 1 ` SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated December 05,2011,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER I. Notice of Acceptance No. 10-1004.01,issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion--L.M.I.,approved on 11/11/10 and expiring on 1 2. IC — Manuel Per Product Control ml r NOA No.12 .09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE fMPACT. AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS RECTANGULAR ALUMINUM B L"1I I IONS USING MULLION PROPERTIES ONLY NQT�.� ; TITS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE RAMA BUILDING CODE 2010 EDMON INCLUDING HRII VELOCITY HIINRICANE ZONE(HY 4 ALL OIAZINC PRODUCTS USED WQH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE WIND LOAD.WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD SIM BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SRlIIOURE ANCHORS SHAD.BE AS LISTED.SPACED AS SHOWN ON DEDULS.EMBEDMENT TO SASE LATERAL.SHALL BE BEYOND WALL COVERING(SWCC),TIE ETC.). ANCHORING Co NDMOM OTHER THAN THOSE SHOWN IN THESE DEINLS ARE NOT PART'�THIS APPROVAL.. A LOAD DURATION DOWASE S USED IN OWN OF ANCHORS INTO WCCD ONLY. MATEI NS IN==BUT NOT LNRED TD SiEET,/ME7'AI.SAS,THAT COME I1TD CONTACT WRH ODiER OS50L6AR MATFRWLS SFWWU.IL MEET THE REQUIREMENTS OF 2D1G FLORIDA ODD.CODE SEN 2003.B.A B.000 �2.Dr}a INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 1 STEP 11 DI7FR11INE OFSWN LOAD REQUIRED PER ASCE 7 STEP 2 FOIi PARTIOIAR LINO. pppp� USMMMO ABA NO - STEP USE COW==TO MWIM AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT W= M DEM RATING MORE THAN DE R LOAD IN STEP i AWff. STEP USING ANCHOR'TYPES ON SHEET 3 1HiHD1 7 AND UWCHOR CH ON SHEET'4 SELECT ANCHOR TYPE WITH DESON RAVNO MORE THAN THE DESIDN LOADS SPECIMED IN STFSP 1 ABOVE. WINDOW OR DOOR FOR FASTENERS SIZES AND SPACING �7 L UCT y..v ,Z O 9 S an 81 Cf 0 Oda Iw 0 �o N 7 � z ac�m N 8 � Drowng no. M07-04 1.250 1.000 1.�0 Mo 4.0 , -, 37a M 1.000 z 'TP 1125 �. .125 .120 4.000 in 4.800 3.000 128 'IYa. n 3.780 Of, O�NA1 y7 X78 � g o ��ie 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 r ANmrs) (6063-re) M1. �g o i I STD. M ION STD, MULLION CUSTOM MULLION CUSTOM MULLION 6063-T9 6063-T6 6083-r6 6063-To �INT lay UST Be CUT To 2000 r-2.010--1 2 to 1.060 0 O R 2.000 2.000 .128 .280 CO Z TYP. TYP 28 .� .W0 e.00o 6.000 1' Z V m TYP. US } 4.000 4-000 3.780 N o^i NO VH L L EAL OPTIO 2 X 4 2 X 4 2 X 6 2Xa (a063-To) Slb HEAVY MULLION SID, HEAVY M I ION �' ) 6063-r6 9083-re 6063-T6 6083-T8 � To FIT$rluo 122 NOTCH c m OPIIONAL �g<mv 0 .128 q q 2000 "UPI r 9, d 2000—+I 81! a�n i�rtaml p drawing no. Ue q15 :A. M07-04 � sheet 2 of 7 1• i DEMMF LOAD CAPACITY-PSP(TUBS MO1dtOM) o0od000� • 1-!4 DB810N LOAD CAPAMM-PaP(7719% ow) 1TDVDOW D1MH. 1%9 1%4 1%4 41/2 $%4 $X 4 $% i11DTF1 CB}idilll.SPAN BTD. B'CD. COSIDM COBTOM Sm. Envy 8TD 8 $%8 SOW Dw. 1-%1 4 1 %9 1%4 I%4 h1/a 79-118• 130.0 1�•0 ,3QA 130.0 ,30.0 136.0 �� 130.0 130.0 �� 19-t 8" �� • �• C 008T+DH gpD.:. ggpyY gy.D. 26-1/Y 30• 130.0 1J0.0 130.0 130.0 130.0 139.0 139.0 1,70.0 84.3 130.0 46.4 98d 130A 139.0 130.0 130.0 130.0 139,0 13D.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 130.6 t30.0 130.0 130.0 130.0 130.0 41.0 87 9 130,0 130.6 13DA 126.4' 130.0 130.0 130.0 1�.0 4Y 38-3/8'. 130.0 130.0 1�.0 13DA 130.0 130.0 730.0 130.0 130.0 130.0 130.0 130.0 37• aY 713 /11d 130.0 104.1 130.0 130.0 46" ,30.0 130.0 130.0 130.0 130.0 730.0 13.06 130.0 T8'' � Ba.B 88.5 127.8 91.7 130.0 130.0 se 130.0 130,0 134.0 130.0 130.0 130.0 130.0 130.0 849 8&0' 1114 80.3 �130.0 130.0 �° 1a3d 130.0 130.0 130.0 130.0 1�.0 1�A 13QA �• - '18.6 78.4 88.1 71.y {127.2 13U 88" 1128 130.0 130.0' 730.0 13DA 130.0 130.0 130.0 � - 44.0 84.8 89.2 84.2 1144 130.0 7Y 103.2 136.0 130.0 130.0 130.0 130.0 130.0 130.0 - �'0 � 81.1 88.4 �104.1 118.7 19-1/8' ze-t/2° 130.0 f30.0 130.0 t3oA 130.0 130.0 130.0 ,30.0 198" 36d a1d i10.4 87'3 t30A 7+A 130.0 63d 96.4 ,o6d 30' ,30.0 13MO i30A 130,0 130.0 730.0 130.0 130.0 130.0 130.0. t3ao )3aa 130.0 13D.O 28-t/ 3T.a 7a.7 124J 1�.0 130.0 11&4 �t3o.0 ;130.0 - 130.0 730.0 37" 118.3 130.0 130.0 130.0 130.0 13MO 130.0 130.0 130.6 130.0 3T- 32.8 70.4 110.2 130.0 102.8 13D.0 130.0 42° 50-5/6- 101.8 130.0 130.0 130.0 130.0 1�A 1�A 130.0 4Y - 67.t 89.3 116.8 83.4 10.0 130.0 N .B 130.0 130.0 130.0 1�A 1�.0 130.0 130.0 48• w _ 80.3 7&7 1047 73.8 �1J9.0 130.0 64' 78.0 127.2 139.0 730.0 130.0 130.0 130.0 130.0 A _ 44.0 88.8 91.8 84.3 14d 130.0 80• 71.1 1144 130.0 130.0 130.0 130.0 I30A 730.0 AV - 3&1 813 81.4 67.1 Otd_ 128.1 88° BA7 104.1 130.0 130.0 130.0 0 130.0 130.0 _ J8.2 32.0 88.1 TJ.3• 61.4 1.7 112d' 7Y t9-1/8' 88.3 88.4 1221 130.0 136.0 130.0 130.0 130.0- 72• - - �.1 46.9 BBd 81.1 40.7 424 4 1023 ZB-//2• 130.0 88.1 139.0 1360 130A 130.0 139.0 130.0 13D.0 ,30.0 130.0 130.0 136.0 130.0 1=0 19-1 • 34d 74A 115. .4 �A 93.4 130.0 3D" 77.8 130.0 /30,0 130.0 130.0 130.0 1�.0 130.0 28-1 �• 130A 7&0 X30.0 130.0 37• &1.1 119.0 130.0 130.6 130.0 139.0 730.0 730.0 3p - 47.6 393 73d 89d 68.2 M.e 130.0 4a° 48• 8&6 108.8 48.8 924 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 98• _ 3S7 627 78d 70.1 889 493 a 87.7 130.0 123.1 84' 43.2 86.2 7284 130.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0 08• 84• - - 4&, 87.4 43.1 107.7 or 3&9 73.8 118.7 130.0 108.0 130.0 1�.9 130.0 - - 41.0 84d 38d Oda 86.8 66• 3&4 873 108.1 124.3 9&2 1�.0 t30.0 130.0 er - 389 49.1 34.4 81.4 86.6 Ta° 19-1/6' 326 81.4 9&4 114.0 80A 130.0 1�.0 130.0 - - am 30.7 449 40.0 31.3 SBd 78,4 1 66-1/Y 74.8 130.0 83.0 71&4 1JDA 130.0 130.0 130.0 130.0 130.0 130.0 130.0 170.0 13MO 130.0 is 4' _- 819 Bid 108.2 - 76.9 13 719 1 JO• 47d 1x19 130.0 130.0 130,0 130.0 130.0 13&0 , ��• ,J0.0 30• - - v.5 8&7 78.1 84,8 9.7 130.0 1 Bad 129.0 130.0 120.7 t30A 130.0 130.0 37" - 33.1 Std 89.0 46.4 88,3 130.0 1 4Y 741/4' 33.9 72.8 1139 130.0 10&4 130.0 130.0 130.0 42• 108.1 1 - 83.7 99,7 163.1 93.1 130.0 130.0 130.0 108, 48• - - 37.0 49.3 34.8 8.8 98.1 1 &Y - 86.8 88.8 100.4 827 130.0 130.0 130.0 84• - - 324 43.1 30.2 64•, L 80° 81.0 7&7 98d 74.4 130.0 130.0 130.0 A` _ - �•3 - •9 74.7 1 88• - 46,3 728 a9.5 -67.7 12&7 730.0 130,0 W 7r - 426 BOd 421 820 1104 140.1� 130.0 7Y ALL LOADS ARE EXi:(+)/INT.(-). MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) [M::U:LLIONS I Dom' 1%S 1X4 124 hl/E E%4 $%4 E$6 $$8 181 SPAN STD. BTD. C88TOM CUSTOM SM. BEAW 13TD, gDppY 37.9 89.3 789 88.3 98.7 1�.0 130.0 Q 428 88.9 399 713 111.0 1�L0 0 - 37.8 80.3 38.3 829 98.1 130.0 a - - 30.8 40d -- 81A 79d 130.0 a g 12V - - •� - 44.9 70.1 129.7 Q ld 31.4 - 393 81.3 1124 G d 34.9 54d toot 49.0 90.1 �t A 44.6 no 0 78.1 gpgOd 44d 88d 41.8 74.1 110.8 1300 Q$ - - s21 42d - 83d 83.4 130.0 OC ; 4 36.6 - 38.3 S9d 108.8 9ai l g�{ T N Z 3 w4• m ps2 0 D �QZzzp�c1 6$d0$RDC�TAN�OWAR BHAP9 Z d v m N "MMNTM.IOAIWN j m•N'Gy>.^ r�12A2W0 \ MOO ULUMN PRODUCT Marc, PRODUCT PRODUCT 6r AIUUM SPAN TYPICAL MULLION AR ANNE try rr� WIDTH (W) m att +W2 ° 2 ws v R. . cr& PRODUCrMlImm Qq :'•FlA'PSQ 79882 a4a9mptyingwmlhDFWtida d Q6N.7638 BdMt6g o Ddo . .% 4, fi d7awtng no. 1� M07-04 sheet 3 of 7 OdOE�OtiL1♦l��37 o0od000� MMGH LOAD CAPACITY-P8p WMDO*W DIME. AN One Typ$ DI18IGH LOAD CAPACITY-pgir 19-1 4 MEL WAN A NINDO�D ANCHORS TypB D>�IGH LOAD CAPA -p8p 19-1/8• g C D WfOiH(tM)MULL SAA1J A W aIMB, Mom 130.a 130.0 130•0 19_1/8• D AN OIi9 TYPB C a H NULL SPAR A 28-t/2' 130.o 130.0 130.0 130.0 26-1/z• tt4.7 130.0 730.0 1340 19-f/8• �" t340 1340 828 130.0 100.3 130.0 .26-1/2• 3.8 120.0 80.4 130.0 n �. 1340 130.0 �, Z � 1209 130.0 1340 13D 73.1 118.2 63.8 86A 68.2 130.0 }� ae9 130.0 "-31r ta&1 130.0 128.7 13DA a2, 58.3 98.8 71.9 130.0. 47S 78.8 1779 115.2 oz 929 130.0 1128 1340 78• 82.2 84.4 63.3 128.6 42• 39.8 48.7 914 f W 828 130.0 �" 48.7 73.8 SS.4 1109 48• 12V 33.8 84.9 41.1 823 �, 100.1 130.0 gq+ 28.7 4gp �,`6Ly9 74.3 120.1 90.1 130,0 40.8 65.6 49.2 98.8 36.0 72.0 Be* 80' 38,8 89.1 � �• 28.4 .427 320 64A 87.$ 109.2 61.8 130.0 gg+ 44.3 g8,g 80, iy O t 7r 81.8 100.1 ,g 0 33 2 63 7 443 M•8 23.6 38.4 28 8 87.8 8 a 19-1/8• 130.0 130.0 1340 130.0 72• 30.8 49.2 68• 21.6 2..8 824 n 130.0 19-i/8' 38.9 739 72° 26-1/2' 127.8 130.0 130.0 106.6. 190.0 1�.1 130.0 18-1/8• - 320 24A 48,0 Q�o 130.0 28-1/2' 789 1242 67.8 1099 Q 6 R 112.8 130.0 130.0 130.0 93.2 130.0 . 26-1/2° 37" 91.3 730.0 " 87.6 108.7 82.3 130.0 'f8'8 78.0 89,3 118.8 110.7 1340 3P 30• �� p 42• 80.5 130.0 68A 69.0 88.7 130.0 824 104.7 4' 48. SO-S/8• 87.6 130.0 42+ 37" 35.0 g8,g 744 1139 153.3 1340 84 �L 78.4 869 117.8 426 64.9 64' 626 107.1 78.9 �• 88.8 3114 1029 48' 1 132 30.8 49.9 37.4 749 130.0 60" 86.3 81.0 8&3 130.0 • 37.7 Bf.O 48.7 91.4 27.D 43.6 32.7 889 B8` M• 33.8 �" ' 24.0 36.8 29.1 81.2 827 821 1241 64.8 41.1 823 or 815.2 72° 48 9 78.9 �" 48.8 37.4 749 21.8 34 9 28 2 524 �v 19-1/8' 66.8 1139 72• 66• 31.7 23,g 730.0 130.0 130.0 130.0 .3 45.7 34.3 -88.8 72+ 47.6 to 28-t/2• 18-1/8• 93.2 . 130.0 112.0 130.0 18-1/8• z1.6 43.6 1029 130.0 124.2 130.0 28-1/7+ O �O nN 37" 80A 130.0 67.2 108.7 67.5 130.0 621 100.4 78.3 130.0 7 3r 109.7 1340 30• zs-1/2• 44.8 72A 'I 73.4 118.8 MA 130,0 M.4 86.0 72.0 130.0 3Q• s4a 108.7 W W 42" 63+ 84.7 1049 130.0 37• 48.2 779 98.4 1169 '.�•8 84.0 �� 96.0 a. 7&4 42• 424 37` i1a4` sz.i 51.9 O 58.8 91.4 68.8 130.0 98• � 68.6 81.4 1029 42° � � 77.6 L] 84" 50.3 81.3 �' 37.1 MA 45A '�. 26.3 45.7 3a.3 68.8 m 61.0 124.9 Sq+ 710.0 48• 24.8 t!1 N 80• 46.3 73.1 84.6 108.7 u'D 83••3 4oA 80.0 35.8 30A 640 68• 80" 2g.7 48,0 S4• j 220 38.6 28.7 53.3 j t9j 41.1 Bb.b 49.9 99.7 36.0 720 72' 37.7 g1,p �" 27A 45.8 327 609 I� f8-1/8" 120 48.7 91.4 72• 249 AN01{0ft8 Z Qm 9 1340 40A 1YPE - O _ tsoo 1 3oA 60A a9.0�o �z°N*a.►tuwore 26- �•0 19- MfCFfOR3 g 1/8• 1YPE A,9.0 OR 0 - y} 88A 130.0 108.4 130.0 828 1339 100.4 130.0 wscmm 769 124.1 63.1 130.0 2 3Q+ 98.8 726 1340 9�m 11Fxi'AiM19UtAR SKW �• 62.3 100.8 759 13D.0 37• a28 85.3 84A 128.0 -`'au261D Nm 74-1/4. 84.9 �.7 88.b 130.0 42. 4a'8 692 51.9 1038 i/� �0 ��:�" 48.0 77.6 88.2 118.4 1M• 37.7 61A 46.7 91.4 94° 427 M.o 81.7 103.4 48' 17.0 U3 40.0 M.0 Q1� d A 80" 38.4 82.1 ew 28.3 47.4 38.8' arty 46.8 83.1 80• 71.1 pt 89• 349 58.4 423 84.6 28'4 427 g or 32.0 84A j sea 81.7 3a9 24.0 38.8 29.1 68.9 n.e 72- NImDUOt rtmoltcr a6c o 220 356 tea ALL LOADS ARE EXT.(+)/INT.(-). paµc a g WI 11 W2 NUwoN spM AANNYY ANCHOR CONDITION SHOWN HEREIN MAY COVER ° 'f8 LOCATIONS AT HEAD, SILL OR JAMB ENDS. g m FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION B ETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (yn m Wz �R PROnt;critavow 8 Qq..1.• 74592 D4�* ihOwlm g i 3 ANCHORS '� Zotiti � �7 r drawing no. M07-04 attest 4 of 7 1/4'DNA.ULTRAGM Wn) Ea. 2 PER CUP{t ON�wwG} M 1 PER MOLE • •i' .e IOW FA ----_ WOOD mmK v�/1 f 1 114 1 1 ., FLDAnno cLw F---------1 D.a a x 2e• ¢ I 1 1 2 PER ANGLE ALlNe v <� 1 1 0 4h- I 1 I 1 I � e l I 1 mom LOCH ANN 4 1/4•DNA,ULTRACONS 2 PER CLIP(1 ON EACH WINO) i/'GA.ULTR?PMR NS (p EDGE DIST. O J Q 7 .J'i{c �$ I m gQzi W000&1CK op 2� 'c8,-P, if i --------- wow�c . �2 K 1 8°OR � /1 FLOATWG CUP 7 WOOD STRUCTURE I .GLE101L O 1/4'DNA.ULTRADONS BY'ELOO' ULTRACONS MAY BE HEX OR FLAT HEAD C SUITSTRATE Ed YIN.EDIiE OIS1. YIN.EYBEOAIfI.11' 1 I 1 WOOD 1' j I 1 BLOCK 2-1 12• ' -_------ 1 1^1 CONORErE 2-1/2• 1_1/2• ti it, If ALL CLIPS AND ANGLES TO FIT SNUG INR1 TUBE HULL1OM i--- 11 1 CUPS OR ANGLES OONNE( m DGLECRY TO MAMW TO BE PROTECTED $- wtDl Atwat-RE�SI/WT GDATmIGS s1Kat AS BITUMK=PANT OR g c m n • \ '. MtATER-WHITE 6ffTLtACRYIATE LJICOUER. a•' v .i I ;•; N : ».1 :°. .. O➢a JAYAD Wip PRODUCrI OMM .. `•� "E�, � ' ' •. $YlldinyCYrNBIBtO ,AT1 zPERGL /4,o' " . Few " � ANCHORS TYPE 'b' drawing no. ' M07-04 { I sheet 5 0 7 i 1/a'ON ULTRa1�G) 1/4'M UTR�� 1/4" ULTRACONS 4 PER CLIP(1 ON EAC{t WING) Ed. (1 ON EACH WINO) 11V�1 PER ►y 4U Ed. 2• .a, •• `.o .. '•• is .`T' MIN.• O. j I ___------ WOOD SUCK I. t Fl.DATR�9DD CLIP 1 1 2 x 2 X 1/B• v iL0AT6+16 CLIP = A2 x 1 8' ' ' f I _ #1a WS NAN A ----. -"-- i f pia SA1S� f f 1 1 1 a2 P✓R ANGLE ' i 1 2rPERt6LE 1 f i i � t 222 1/4'DAL ULTW0M Ed 1°MiN 4 PER CLIP(1 ON Ei WING) D41 _ to 2 PER AN" O -4 p J 7 i M 1 B 1 1 W OM _-------" Z yy Uzi Z is w� i 1 20Y WOOD B1CR t`t t ,7 t t A2LUxM 2 x1B° . '?.'.'••'' ' I ,• M q_8 --_-_---- O WOOD FLOATNG CLIP D V) Q f 1 I I 2 P A ANGLE f ; .•t f3 W c7 Ed. 1/4'DUl ULTRACONS 2 PER fI.IP(1 ON FACH WIND) 1/a'OW ULTRAWNS BY'ELCo' ULTRkCO S MAY HEX OR FIAT HEAD SUBSTRATE U-MSC EDGE DIST, MIN.EMSEDtdENT m ^ WOOD ALTERNATE K 2-1/2° p_1/q• AL <m u 1 --^------ BLOCK LOCATION CONCRETE 2-1/2° �_1 2• It I 1 f ALL CLIPS AND ANGLE'S TO FIT SNUG WO TUBE MULLIONS. i 1 E� D PRODI=RSVISSD v� p CUPS OR ANGLES' f WRFI aUVdt 7 CONNED=DIRECTLY To UMNRT To BE PROTECTED -i j FA.Iii D Bm1 w'W1tlt0Fi e d p° WATER--- �A'T= S M AS BITUMINOUS PAINT OR f t DAN. 1dEDIACRYLATE IhCQUER. ' Dip 17 ANCHORS TYPE 'B' drawing no. M07-04 sheet 6 of 7 Ed. 1/4•M ULYPACM 4 PER CLIP(2 ON EACH WM) 9G .. 1 14 S.M.& 1: •* **W*laM MULLION t tt I I 114 E.H.---------°-- I lv I FLOATW O CUP a/ ht +/• IENGTH TO Ft WTO ULWN TU MAY BE NOTCHED aV G aurnA wsrAUAn JOINT AFTER ASSENSLY 14 FH SLS PER dm FOR 13iART8 A,B OR C 3 PER CLIP FOR CHART D Ed. 1/4'WA.ULTRAWNS ACCESS HGLE 1-1/r O.C.NW. •:: '. '•t. .•, V:N-. 2 PER aN ----- -- - ---- -----cLE ------ ----- ------ w- -, 1 _ - --I 1 1 THIS SOREW BE I�- w ' t1 1mimmom 1'O.C.L4N. 1 14 SS SW 1 I vj 31PER ANDLE 1 1/2` 1 1/2 1-13 ''i U1rno 1-3/4`X r X 1/9'(FOR 28Y TUBE) LocA TUBESOFWHERE ANGLES ARE NOT'�SNUG 3/4'X 2`X 1/8'FOR ALUM ANGLE ANGLES TO WTO TUBE MULLIONS, CUT TO FIT SNUG INSIDE TIME ANCHORS TYPE 'p' ANCHORS DETdt L ji METAL TO METAL.CONNEC110N 1/4•WA ULTRACONS BY'ELCW ULTRACONS WY BE HEX OR FLAT HEAD SU%'MTE Ed-MW.EDGE DISi NW $- WOOD 1' 1-3/0' BLt#!( 2-1/r CONCRETE 2-1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE NU IJONS• p LIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO Bq PROTECTED WWATTTH E RA—LYKlAHLITI—E RNESETIgHTAAtN2T ty ltAX'tUE iT lAD3, so-'— WXSlCF AS O •T�`l.. PB B ODtCTR 8V8D I "m*ft�do UEFL Aaca♦plpGao 4 Oq �� By drawing no. 0 .. M07-04 r sheet 7 of 7 ' I•D"E nRIAM-DADI COUNTY -MIAMI�1 , PRODUCT CON iAOL SECTION 5EPARTMLNT OR PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AIpFAIRS'(PERA) Miami,Florida'33175=2474 BOAtD ANl?.CODE ADMINISTRATION DI,VISIQN: ._ T(7 ) 5-2590. F(780315- "9 .'•z a ,i 1...�..�'t NOTICE OF ACCEPTANCE {NOA) v_ g'nnimlaade. vgq tnerA ",T.M..Windows LI.0 601 NW 120 Ave. Pompano Beach,FL 33069 SCOPE:* This NbA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade'Couiy FER,A . Product Control Section to be used in Miami Dade County and other areas where allowed by the Authariy I Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Trade County Product Control Section(in Miami Dade County}'and/or the AHJ(in areas other than Miami Dade County).reserve the right ` to have is pro u: or m ri } , uanaterial its to .perform to the accepted manner,the manufacturer will incur the expense of such testing and the AHJE may immediately revoke,modify;or suspend the use of such product or material.withtnlheir.jurisdiction. / . y reserves the right to revoke this acceptance, if it is'determined by Miami-Dade County Product Control Section that this.product or material fails to meet the xequi rements--ofti applicable l Wldi#i$code; This:product is approve, as described herein,'and has been dlrsignedtcomply the> lorida$uildwg Code,.including'the,High Velocity-Hurricane Zone DESCRIPTION; Series",805"Aluminum Horizontal!!lulling wig--- -L.M.I. ^ APPROVAL TlOCUMEI ;Drawing No.W08-81,titled `Series 805 Alum Horizontal Rollin Wdw. dated 09/:19/08,with 1'evon C dated 002%29/12,,prepaiod by Al g-Faroaq sheets 1 through;.7�of 7, ,�.. Corporation,signed and sealed by Javad Ahma ,P E.0 earl'a tha Miommi Dade i✓ounty 'raduct Cont;Q,l Revision stamp with the Notice of Acceptalice number and oV. tioii;date by the Miama';Dade County Product Control Section. _._. MISSILE PACT RATING:Large and SinalI Missile ImpactResistauut IM LABELING:)each unit sha11 bear a permanent label with the manufacturer's name or Logo,city,stale, model!series,and followingstateriieni: "Miami-Dade`County P_rQduct Control Approved",unless otherwise noted herein. 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 ofthis product. TERMWA.TION'ofthis NOA will occur after the exgirati. Ida" ou if there has Been a revision or change in the materials,use,and/oinianufacture of the product or pr9cess Misuse of this I+1C}A as an endorsement Of any product,for soles,advertising or any other purposes shall automatically terminate.this NOA.Failure to comply with any sectioni fthis NOA shall'be=use for terminationund removal ofN(JA. ADV1E{RTISEMENTs The NOA number preceded by the words Miami-Dade County, Florida, and followed by the:expiration date may be displayed in advertising literature. If any.portion of the NOA is displayed,then it shall be done in its entirety'. INSPECTION;A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request.of the Building Official. This NOA revises NOA#69-1110.02-and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as,approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0321.02 M4aNitil1ADEGO Expiration Date: May 13,.2014 '• �� Approval Date: May 012012 12, Page 1 T.M.Windows LLC i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's the drawings and sections. 2. Drawing No W08-81,Sheets 1 through 7 of 7,dated 09119/08,with revision C dated 02/29/12,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS I. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203--94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with lnarkcd-up drawings and installation diagram.o in an alumum 1,orizont�- o... ar�w,prepared by Fenestration Testing Laboratory,Inc„Test Report Rio M,5945,dated 07/31/09;signed&sealed by Julio E. Gonzalez,P.B.; (Submitted rpder previous NOA No. 09-1110.02) Z.. Test reports,eX.l)AirInfiltration Test,per FBC,TAS 202-94 2)Uniform Static Aar Pressure Test,Loading per FBC TAS 202:94 gp 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 24113.2.1,TAS.202.-94 along with rq�rked:up drawings and installation diagram of an aluminum horizontal rolling wind&,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed&sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 010105.02). 3. Test reports on: 1)Uniform Static Aar Pressure Test,Loading per FBC TAS 202-94 2)Large Missile:Impact Test per FBC,.TAS 201--94 3)Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. �"TL-5459;dated 01/17/08,signed&sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure.Loading per FBC,TAS 203-94, along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-39959 dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 04-0120.01) Manuel Per . . e Product Control Era NOA No.12-0321.02 Expiration Date: May 13,2014 E-1 Approval Date: May 03,2012 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) .5. Test reports on: l)Air Infiltration.Test,per FBC,TAS 202-24 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 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3946, dated 11/04/03,signed&sealed by Edmundo Largaespada, P.E. ' /Sr�hrr�itted uirr�na,.see C. CALCULATIONS . I. Anchor verification calculations and structural analysis,complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al,Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Partially submitted under previous NOA#09-1110.42) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlass Interlayer"dated 08/25111,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and V'anceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Glass Interlayer",dated 05 105110,expiring on 02/08/14. •F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated February 27,2012,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory, Inc., dated 07/31109,signed and sealed by Julio E. Gonzalez,P.E {Submitted under previous NO.A.#09-.1114.02) Manue P ez, .E. Product Control ner NOA No.12- 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rianda,P'F' (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FT1-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21/08,signed and scaled by Michael R.Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/047 13/03,both signed and sealed by Edmundo Lar aespada,P.E. (Submitted under previous NOA No - G. OTHER f 1. Notice of Acceptance No.09-111.0.02,issued to T.M.Window,I:LC, or their Series g05 Aluminum Horizontal Rolling Window-L.M.I.,approved on 03/17/10 and expiring on 05/13/14. I Manuel Per E. Product Control E am er NOA No.12-03 1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-3 3/16".ANN.GLASS 3/16"NEAT`.5IREN'D GIA55, ... - ` ADDL. REED. r. t l .� v •- FOKINSTALU S INTO WOOD,STRUCT OR .090°UIWO BY SENT INTE@LAYER - . . „THRU WOOD 8t1GLS INTO NM . SAFLQ(UIQ BYSa.UTIASENTRYGLAS BY DUPONT* 74.MAIL tmNU�Y WIDTH Z 3/18'ANN.GLASS 3/18'HEAT STREWD CLASS 9 3/8° . SRICONE SILICONE- FALSE MUNTINS 6° HEAD HIiAD/SU1 GE RG57700 GE (SWff,ACE APPUEY) SILL. CORNI7iS -DOW CORNING 998 . OOW CORNING 895 .. NAY 8E USED A .� _ I I•I! 1 i! Q II I! Ii II li li Q&� I� _1L__ 11 11 QQ iE tt( 7/18"OVERALL GLASS 7118°OVERALL.MASS �� 'off �� _.J;.��it _ _-�•t� /.�� _ '+ 1 i_ 3TVe.D=La a TVnL IR -I"I aF-W- - •T O cell 1/8'TEMP.GLASS h�ii ji N 7 -' 3/18°HEAT STREWO GLASS 3/18°ANN. GLASS 1/4°AIR SPACE T --I -`-II ==,i1=`=-n It 120'INTERLAYER 120°04TERLAYER 1/8°ANN.GLASS '� UVEIIOL-UQ REM UYEICOL-LIQ RESIN BY'SURFACE SPECIALMS INC.' BY'SURFACE SPECIALTIES INC.' 080°MTERLAYER - SAFLEX UIG PVS BY-'SOLUTIA' 3/1 S'HEAT STREN'D CLASS - 3/18°ANN.GLASS 1/8°ANN.GLASS U M 33 1'/2° �. F GER 037700 cc RROS7700 ' GE ROS7700 D.L.OPG.. D.L.OPG. DOW CORNING 995 DOW CORNING 095 _ 9 DOW CORNING 995' 37 1/2° H V M 13 !� •� \ 13. 1i I. ro 1 L VEIN WIDTH - g.N-m TYPICAL ELEVATIO 3* N: za 1t0 OR OR SIZES �U XAXIM DE61GDT LOAD RATI"G - 31? M . FOR SIZES-SHOWN ALiOYE OR � MAU`TYPE A.,. MASS �'B � CL188 TYPE'C' GIAW TYPE b.. .1L=TYI'E'E' 1/2'OVERALL GLASS i/2°OVERALL GLASS 11/10°OVERALL MSUL.GLASS EM.(+): 1NT(�}' @fT.(+)' 1 { ) EXF(+), 1NT•(-) W_(+) INT(+) :..W{{) TYPE TYPE •II• TYPE 'E mm-I '90.0,- -90.0 3.LO- 90.4 904 ... 55.0 S&O 79.0 X9 0, LOADS SHOWN ADM ARE FOR VFNTS..WITH SPRING LOADED•ALUMWUM'tATCHES.' r $DR GLAZING- OPTIONS - FOR METAWC SWEEP IATCIIFS- AUdL LOADS't0'#8Q.0 PSF. - Q Fd :N(7E. SERIES 805 G S'.CAPACITIES ON T411S 8hEf; ARE EV ED'ON+ASTM.E1300 04 o SEC GUSTS) ALUMINUM HORIZONTAL ROLLING TY01Y. D FLORIDA BUILDING COMMISSION m 'a DESIGN LOAD RATINGS FOR TFfESE.WINDOWS TO BE AS PER 'THIS PRODUCTA-M BEEN DFSIGNED,AND TESTED TO COMPLY,.WITH.IHE D LAR1tTORY STATEMENT'DCA05 DEC.-219 >� CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE-FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY - G..c m o HURRICANE'zONE(FNHZ). :. - - ESE WINDOWS.TARE:RAX+j}FOF,t,LATE&_SMALL A1(SSI.E.'9APACT. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 1ERS.A$E N07'REQUIR)D WOOD BUCKS BY�THERSi MUST BE ANCHORED PROPERLY TO TRANSFER- COMBINATIONS OF H.R./H:R. OR 14ORL70NTAL ROLLING WITH+DTHER LOADS TO'THE,SfRUCT'URE MIAMI-DADE COUNT`'APPR'D WINDOWS USING MIAMI DADE COUNTY '• °;• i'• RHVlSHD 9 :..ANCHORS SHALL BE AS LISTED.SPACED AS'WOWN:ON-DETAIS,ANCHORS •� �p)ldpgwl1b11iaFlw_tdd r APPROVED MULLIONS IN BETWEEN. ..EMBEDMENT TO BASE IdATERUd.'SHALL BE'BEYOND WAL:.,ORESSINC-OR:-STUCCO. •' FLM PE 70m2 }• 5fg c., _ B LOWER DESIGN PRESSURE FROM WINDOWS,OR MULLION APPROVALN WILL APPLY TO'ENTIRE SYSTEM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE .• i DuU : Q �. :. NOT-PART.OF-THISAPPROVAL A LOAD DURATION INCREASE IS USED tN.DESIGN Off'ANCHORS INTO WOOD ONLY. drusinq nc y MATF.RXS INCLUDING BUb NCfT:UMITEO T'O STEEL/METAL.SCREWS.THAT . ..:. .. ,COME 11ryry77Q COLyTACT O:TFIER DISSIMILAR.MATERIAIA•:SHALL MEET THE � t. .. � � tf) CU —•.- YYLE��S C; • ... REQUIREMERTS OF THE FT.6RIbA 10G CODE:'$ECRON 2003.8.4. `-. A�};'r ` I' r-� ei• sheet 1 of 7 "" rT FOR�WSTALLLAT�IONS INTO WOOD STRUCWM OR THRU WOOD SUCKS INTO MASONRY ADDL.ANCHpq 1E00. . �u t 717°MAX. F ODISTALIA.7 ONTO � ao WINDOW 0 1*/4• TIM WOOD BUCKS:INTO MASONRY .: „L 8• MAX 111"MAR 0 FALSE MMNS 3 9 3 WINDOW WIDTH . (SURFACE APPLIED) 3 \LITE MA7L'• 8°'BAWL FALSE AtuNfIN3 - - r I. 14 7/8° 3' IL . ;MAST. t7SED A HEAD\Sql,.. HFJID/SILL .(SDI ACE APAM) $°mix '� �' g AT'VENT CORNERS -MAY.BE-USED MAX. HEAD 3•; /SW pQ 8 CO10ttRS IL �I ii �I 11 I 11 II ° xr# 41 tl 11 ._ II jl 1I 11 II 11 II �qq^ it II .11 it 11 K�rl -g C 11 / li-� 11 / il. °-It----It=- C _JCCaactinc❑ qL II 6a0 te`7�j!' 3. a it i% i D �� /i �� //-I! --fir-D -i' ;r= -__� — _ 4 ��41�[�1 • `vi ii — Af 1 3�' M .. A ---aC=== '==•�r-__ M - II 11---- -i II •L/ a SI ,� 1Ills --- Ix-- T--- -- a>_-- M 1 --- o - -=Ij a --- __ __=m=� 4 ---ar---- I ____ lie 1 u 11 if i _ IL I U =-ar===JL v`- =�i====n-== B B 32 17y/8- 33 1/2° 32 7/8" ° 24 5/8° 1X1"MAX. 24 5/8° m U D.L. OPG. D.L OPO. N \ $ O.L OPO. 6.1..OPO. D.L 37 5/8° VENT WIDTH 29.1,/4° T�29 PENT WIDTH EN t/4° M VENT unonl vEHr anDTH p�m z o XOX SIZES TYPICAL EYATIONS $� MAXIMUM DESIGN LOAD RATING — PSF XOX SIZES �-p� FOR SIZES SHOWN ABOVE OR SMALLER M DESIGN.LOAD RATING — PSF H s� FOR IZES SHOWN ABOVE OR SMALLER GIA>33 TPP%"A' GLASS TYP%'B' GIAS9 TYPE'C' GIB TYP%'6' TYP%'A' G1, B E80.0 190.0 EXT.O iN0.0 EXL(+) INT.(—) Ea.(+) 1NT.(—) EXL(+ INT,(-) EXI:(+) INT.(—).XT( i 80.0 90.0 90.0 130A 9D.0 90.0 79.0 - 79.D LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WOH SPRING LOADED ALUM LATCHES, 80.0 90.6 1 90.0 130.0 o FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 380.0 PSF. LOADS S OWN ABOVE ARE FOR WINDOW VENTS c D WITH 0 LOADED ALUM LATCHES, FOR MEi C SWEEP LATCHES L08T MAX LOADS TO*80.0 PSF. loll 0 t PR0rK=RsvmW SAN. 8 aC06 U>aFlata 9 NOTE: ;t t ' A°°eplan°° •t� +D+j GLASS CAPACITIES ON THIS SHEET ARE By d BASED ON ASTM E13OO-!04 (3 SEC. GUSTS) %dtabnt droWing no. AND FLORIDA BUILDING COMMISSION �Q$—$� DECLARATORY STATEMENT DCAM-DEC-219 'S sheet 2 of 7 TYPICAL ANCH SEE isly � TYCAL ANa1as V WOOD 9111K FOR � �A6G A74 -------------------- I,MwMI- couNTr APPROYEO'1; x C Pa n dP a aaa A. a.P a '2,�.CLIP sMS y '� 11 MULLION BrMULLgWANCNORS .�I..' 0 ;I SEE SEPARATE NbA d �_ _ II c Qa 14 4°LONO TYPICAL ANCHORS Q N7ND.LOAG CUP TYPICAL ANCHORS SEE M. SEE ELEV. FOR SPACING g !I 11 II 11 FOR SPACING GGII �I 11 t! 1( jl [ANl Q D BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS U SUSTAIN LOADS-IMPOSED BY GLAZING SYSTEM O !! !! ! TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: ANCHORS sm ELEV.FOR SPACING !1 !1 ! ?I ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH Ii II .I I • (F.-177 K9,FY-155 KSQ K I I SILICONE OR ACRYLIC SEALANT. r INT 28Y WOOD BUCKS OR WOOD STRUCTURES 0"u"S WEEPHOLES: 1-1/2- MIN. PENETRATION INTO WOOD M Wz THR 1 BY BUCKS INTO CONC, OR MASONRY V m � Wt 1-1/4" X 1/4°WEEPHOLES WITH PLASTIC BAFFLE � �� AT 4-7/6" FROM EACH END AND AT MIDSPAN. 1-1/4' MIN. EMBED INTO CONC. OR MASONRY z �i W2 - 1-1/4" X 114°WEEPHOLES DIRECTLY INTO CONC. OR MASONRY $ v AT 4--7/8° FROM EACH END AND AT MIDSPAN 1-5/8" MIN. EMBED INTO CONC. OR MASONRY !I W3 = 2" LONG WEEP NOTCH AT EACH END Z W4 - 1" LONG WEEP NOTCH AT 32° FROM EACH END (GRAVE s CRS) Y1 3 i! ii li !i INTC METAL STRUCTURES Ed z a m STEII!i !i ii ii : 0.105" MW. (Fy - 38 KSI MIN.) ALU INUM : 1/8"THK. MIN. (8083-T5 MIN.) ii ii I I (ST IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SMS OR SELF DRUING (GRAD 2 CRS) 18 i! ii ,I II ,2-LONG i ji 2, tt DLL CUP ADAPTER INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8-) (NO SHIM SPACE) TYPICAL EDGE DISTAN o E, 8 3 V INTO CONCRETE AND MASONRY = 2-1/2°MIN. + INTO WOOD STRUCTURE - 1"MIN. INTO METAL STRUCTURE - 3/4" MIN. 8 CONC tM AT HEAD.SILL OR JAMBS,'e - 3000 PSI MIN. © W4 C-90 HOLLOW"LLED BLOCK AT JAMBS Pm a 2000 PSI MIN. - 23 2 \ \ P�amo I g(� A� PRODUCTRBVLSW W ,Q • .. P• ��BYiai$wTW/haNh69Qd ' �" . z .a d •'' P�70892•,I• B � •� ♦ FIA AopNo A, ' TPAL ANCHORS •P° ° I "♦ woa— st.4 Dm 8 SEE ELEV. By FOR SPACING drowing no.ij wl W12 TYPICAL ANCHORS 4APA"0012 CLIP sneot 3 0,7 1�MA ® © ,2 VENT WIDTH Is METAL. t 24 - 13 8 SHIMS KCAL ORS 0. STRUCTURE' .. .. .FOR SP 'ING gi& ..4 19 �+o El :!"'_' .r-c-:=:a:_•rt: :-•.r�rr:-.. ._:._.-•-• �,,BY 0 Q WQp Suc IS C o S jg Qt/j TYP7CALSEE ELEV. 4 D.L.O. FOR SPACING EXTERIOR - .•.d WINDOW WIDTH -- XO LAYOUT OX OPPOSITE © Q 1/4.1U. 1/4"SHIN _— -- VENT WIDTH — --�-- VENT WIDTH _ SHIMS M.. a+AX. WOOD WOOD SUCK WOOD BUCKS ¢U STRUCTUR ._. .._..._._._. __ NO F1 -SCREENS OPT. -. -.:-:. �-�:-•:_�_.-.-. �---•••- SCREENS OPT.-.,- � TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS P SEE FOR 6 EXTERIOR •O clay WINDOW WIDTH XOX LAYOUT �s TYPICAL ANCHOR. g$ SEE ELEV.FOR SPACING MIAMI-OADE COUNTY N SEE SEPARATE ON 4 m$$ VENTS WITH �o amo Sp) IIN..I LOADED LATCHES P onucr uwimx bodda II II krA �a ammTyTAm I I 11 G.A��$ae•,1 adaal*tbao _ Ap It _--_-- - I f 11 __--SGREBM JL---Jh By`( p drawing no. EXTERIOR WO$-81 WINDOW WIDTH WINDOW WIDTH . • .��.1•' •' sheet 4 of 7 1/4-SHIM VENT W9>Yki ,e, 1/4°MA,4 ?II METAL I -,g 8 SF5M5: T"I '.ANCHORS Z $ pFOR ACING .. _ _ - ❑ g Sgt 19 vog 17 7 OPT. __......... -- _ _ __- q,,6Y a a WQQD 6 MKS aT C 2 TYPICAL ANCHORS ELEY i8 W EXTERIOR D.L.O. I 8 < Y 1 FDRsP c. 4 g WINDOW WIDTH _^ JXO LAYOUT OX OPPOSITE 1/4"SHIM __.. . ....._.___. VENT WIDTH .____....._.VENT WIDTH SHIMS S MAIL �j ,�Y WOOD SUCK wow SUCKS ¢ . �__.. 2 OR WOO STRUCTUR I� ... -' - ..._..__ .:_.:_..__ a $� -- ___ ❑ ❑ __--- :V.. _ °^� I a., O Za P o Tr- ---SCREENS OPT. -'— .. •' TYPICAL ANCHORS _�f ..—.._._.. .. .. _____ SCREENS bPT. — . R SEE PAC FOR SPACING D L0. TYPICAL ANCHORS 4 R FOR I�+ o EXTERIOR .o o WINDOW WIDTH _ XOX LAYOUT TYPICAL ANCHORS SEE ELEV.FOR SPACING MM-oADE couNTr SEE 'PARME NNO M d r-`--iI VENTS WITH 1 L m i, SWEEP....ATCHES tl - II — — ::ngr.• � Apma9 o, P ODUCPR8WM c i t i i •,'hA'PE,gg�70g5921• HglN BOD40 � � �. _ _ I CAIN'''"""" �'., AcWPmtlO0 No/2: 12/ ii of SCREENS nmro WnvooW Wron, EXTEwOrt wln9roW WIDTH 4� 1 oa2 W08-81 sheet g of 7 3.089 1.375 1•� ITBN• PAST f gVAW= VINIMPTION KATMM mw./OBBPLIBN/RBMARI03 V 4 T .:IM-130 1 FRANE HEAD 8083-TB .082 .082 2 TM_t338 I -Fj Sj,BASE 8083-78 . 5� 1 3 .TM-134 1. RIAME SLLC TM- 6083-T8 - O f 4 ...TM-132: AS REW.- .fRANE J0.118'- .0083=78 2.4371.878 1.425 1.150 .125 W- 8 TM-131A AS RCou. FRAM A" 5 �-� 1 0 TM-138 Z/YEW '10P AND-BOTTOM RAIL, .8063-?8 - . 1.000 14 NMND LOAD CLIP V--1,17A 39 1/YEW. JAMS STILE. X83-TO 1.8� 40 1/VENT. &WING STILE 8085-YB TOP & BOTTOM RAIL 37 t/VEW.. FlXEO STILE( NO LOADED IATCtQ 8885-r8 37A- 1/VENT FM SHLE(SWE LATCH) 0083-T8 FRAME MEAD 1.750 -- p 138 1 SILL TRACK O4S 8003-T8 01 .OS�i 738- i S0.l CLIP AOAP t Y LONG 8003-TB AT AOG.SRLE LOCATION 118 1/VEND SPRWC LOADED LATCH,3-i B°LONG 8003-I8 AT t0D SPAN- 28 1/VENT METALLIC SWEEP CH AT M0 SPAN 77. 2.201 3Ja° 2/IATCH .SWEEP LATCH WING SCREWS F11 SILS 1�.CY{�p 18 MTG. STILE REWF. 13 TM-141A AS REW. QIAZWG SAD( TED GLASS) 8083-+TB Z l+1 1.378 1.00D 13A TM-181 AS REQD.. OWING DEAD(. L,LAM.GLASS) 8083-TB lu t� -.313 . .883 .085 1 ._ p--.1..500 14 TM-•154 !S REQD. MID LOAD UP,a°LONG 8083-TB - 1.420 -2Jt2 I I 15 - NZWO SDLE FORCDLO 8003-To - � 18 2/STU FIXED STU ORLTNQ 8003 .107 t.000 17 W31225 AS REQD. T SEAL r NO(.270"X.220"HIOH) WOOL - _ 10 SILL TRACK O JAMS STILE .128 _� 18 W43S71 AS REQD. FIN PEAL W INO(.187°X•370"H WOOL . 19 W43201 AS REQD. FIN SEAL W'S 0(.187°X.2110°H0H) WOOL CD 1.071 2.312 20 P9043 - - ADHESIVE SACK CELL FOAM _ - 7/8"X 1/2'X 1-7118°LONG pp t8 FIX. STILE RETNF. 21 z/VE14T VENT ROLLER•H &GIODE PLASTIC AT EACH A82 .oSS 22 -r - VENT ._ BRASS ------- C7 1.288 TYp. 1290 23 jig X 1" 2/CORNR FRAME ASSEMBLY SCREWS .---_^ _ PJL PFOLUPS SMS Q PENT ASSEMBLY - P.H.ptOLIIPS SMS 2.373 .. __. 24 @70 X 1" 2/CORNER _. .4._._...__ .I { I p - 1/LATCH VENT LATCH SP ST.STEEL -d .929 b 1.780 i�� .849 1 I 25 28 WSt 175 AS REQD: FDf SEAL W'S LM1IG(.787°X.178°FOGH) WOOL [].-m 17 SILL CLIP ADAPTER 27 TM-151 1 SRl RISEF6_ -_ 8083-TB - ZZ� ZO 1.780 .062 b�yy5 S Z a 1.400 t5 � Q MEETING STILE t2 VENT LATC14 OS ~ a -2.312-° 2.312 .183 .oss ,_ .435 1.719 3.270 ,gpq .040 gg2: .840 2.708 1.437 1�1.237 1.378 1.000 1.237 -� -� -jig .082 .925 .923 TYP. 1.780 1.750 13 GLAZING BEAD � GLAZING BEAD 1.841 U9 FIXED STILE (SPRING LATCH) 9a MED STILE (SWEEP LATCH) (LAM.GLASS) (INSUL.LAM.CLASS) 1$ O FRAME SILL TOP 1.784 937 m g 3.009 .082 .082 082 TYP. M. t• t 4.979 1.70 •ga.IIW ANMAD •. PRODUCrREVOW t TYP .002 2sza 3.042 3287 3.to8 Q.71 az :" s 8 z9o39a, L a°nai„gr Nola. J�_T _F 1.8.50 taP LEO .183 �7? ,• j As '. S� droWing no. W0$-81 2 FRAME SILL BASE 4O FRAME JAMB - VENT �B FROM JAMB - FIXED 27 SILL.RISER •A R•.1,�� ` sheet $of 7 O 12y 1 1 4"PH.9wt9. 2)dtO.Y SKIS. 2, t0Y I'PH.SNS. �V SCREWS i IRM E OP CORNS - T p yi 4()®12 x t i/4°PH.SNS. VENT TOP CORNER & M ASSEMBLY SCREWS c1l g�m ii§�a Za MI \ f (2)�1 . ,—YY SCREWS C C 4 35 is ngr,•'d pm PRODUCERBVMD g °. Q 70592 nu msPlylsgwh&lU0Fla77da C ERAME BOTTOAd CORNER (2) foY SCR S!!S. •.•`i Butldmg No E A5S Doc VENT ROTTDM CORNER �"' $ ' drawing no. Ap 8 2p1x' W08-81 shoat 7 of 7