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WS-11-2325Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167946 Permit Number: WS -12 -11 -2325 Scheduled Inspection Date: December 29, 2011 Inspector: Bruhn, Norman Owner: MILLER, EDWARD Job Address: 142 NW 100 Street Miami Shores, FL 33150- Project: <NONE> Contractor: CABALLEIROS CORP Permit Type: Windows /Shutters Inspection Type: Work Classification: Window /Door Replacement i?.a Phone Number (305)807 -4045 Parcel Number 1131010220340 Phone: (786)443 -3548 Building Department Comments 5 WINDOWS IN FL ROOM AND BATH 1 DOOR Passed f// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec (de-- December 28, 2011 For Inspections please call: (305)762 -4949 Page 13 of 22 j Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 12- f ! /554-C. INSPECTION'S PHONE NUMBER: (305) 762.4949 B ING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING l bore / � Co �/ y f Phone# ��5` ^ �� 7- � �. OWNER: Name (Fee Simple Titleholder): /�i Permit No. (A)' 1 4 (69 5 Master Permit No. Address: / 9 D /ll Sf ,Pee l - City: A/4114; %-b/e C' 5 State: it/ Zip: 3.3 /6 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 4iv2- /U 4) /00 57 ee City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: 3 3 l C Is the Building Historically Designated: Yes - NO Flood Zone: /-1/0, CONTRACTOR: Company Name: fltd jIZO� �.e W Phone #: G -35 y l3 Address: 54-1 5w 1 p C-r City: .} `, tali Cs Tt4 O State: C 4._ Zip: 3 3 032._ Qualifier Name: 1. Ch �t}- )Z� Phone#: / j (f 3 -35 Ye State Certification or Registration #: CC C, 151 Si Certificate of Competency #: Contact Phone#:' aC y V3 35 / < Email Address: DESIGNER: Architect/Engineer: ,1 /- FA4007 Co 'I? Phone#: v 5-- a6 51 -'/° Value of Work for this Permit: $ sco 0 Square/Linear Footage Work: Type of Work: DAddition OAlteration ONew @ eair/Replace ODemolition Description of Work: / - ) I /% / .5 & r n J0 a/ f ; ,qtr FL K0O /2t. b� �Cj 4 -4 . Dona.. *** * * * * ******** * *** **** *** * * * ** **** ****Fces **** x********** *** ************** ** * ** ******* es.-1 Submittal Fee $0 (53 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 $ rn4 j 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 FI.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee charged. -77. Signature � Signature Owner or 4 en t The foregoing instrument was acknowledged before me this 1 The foregoing instrument was ackno day of EC, , 20 // , by £ Pat .71 day of i C. , 20 11 , by who is personally known to me or who has produced who is personally known to me or who Contractor efore me this ! y As identification and who did take an oath. as identification and who did take an oath. NOT .; PUBLIC: Sign: Print My Commission Expires: Irf017, ,`. ;'s ALEJANDRO PEREZ = MY COMMISSION # D0776370 (407) 3980163 FloridallotaryService.com APPROVED BY Plans Examiner NOT Sign: Print: My Co 11 's PUBLIC: cc tb: :".:*1 4 00776370 77.3 April asma** raervke,rgm *0* Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF CO ENCEMENT ; A RECORDED COPY MUST BE POSTED ON THE J' B 1011,44,. OFFIRSTINSPECTION • PERMIT NO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TAX FOU THE UNDERSIGNED hereby gives notice that property, and in accordance with Chapter 713, s provided in this- Netts of Commencement. 1. Legal description of property. and street/add 2. Description of improvement • NO , • '• 1111111 1111111111 111111111111111 11111 11111111 CFN 201 1 R08,52038 OR Bk 27934 Pe 4370; (1es) • RECORDED 12/20/2011 11153:04 HARVEY ROM: CLERK OF COURT rirotr-DADE,„‘ COUNTY, FLORIDA LAST PAGE; r ; r.• ;;„.* •-• provcments vAll be made to certain real orlda Statutes, the following information above reserved for use / 142 NAL) /O05# Itngofnco 6,91-5- c .44)5 ; 4- /20B"?•—._ 3. Owner(s) name and adOress: Interest in property: Pee /QM %ty• 5'64 ; e/f 5 4 C Name and address of fee sift& titleholder: / 90 /PK /II 5-mea A A. en, .5%)..eis; ij4/ 4. Contra3or'ornistdremdjho7rjer: 5. Surety: (Payment bond required by owner from contractor, if (slams, address anti phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be servedas provided by Section 713.13(1Xa)7., Florida Statutes, Name, d ; n ..; A Kffir 8. In addition to himself, Owners designates the following person(s) to ive a copy of the •Uenor's Notice-asprevided In-Section 713.13(1)(b), FTorida Statutes. Name, address and phone if tXe 4 oL, ,`YAMPrciAMErr • e 9. Expiration date of this Notice of Co mencement • tthe itxplmtlan date 19 fyear from the date of redordIng pleas a ctittatent,Claila WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE. RECORDED AND POSTED ON THE-JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO O: .; qNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNef geEPDAE.comiiENcosa WOE% OR RECORDING YOUR NOTICE OF CO ENCEM Signature(s) of Prepared By Print Name Officer/Met:tor/Partner/Manager Prepared By Print Name Title/Office Tmeloffice STATE OF FLORIDA COUNTY OF MIAINI-DADE The foregoing instrument was acknowledged before me this 41, day of By it—,001 r k Individually, or 11 as ' for 'Personally known, or la pioduced the following type of identification: Signature of Notary Pubk: Print Name: (SEAL) MERIElgATION.. PURSUANTTO SECTION. 92.525. FLORIDA.STATUTES Under penalties of -perjury, I declare that I have read the foregoing and that the facts stated in R are true, to the best of my knowledge and belief. Signature(s)rot Owner(s) or Owner(s}'s Authorized Officer/Director/Partner/Manager who signed above: • . • t / . *4, ■•• ,•\) ... .. t.\1 . . e4‘.. '• e jam: • . ..... s • . 4, By 128.0142 PAGE 8 3/30 By IMRFCERTIFY that Is elm copy of tho FLORIDA, COUNTY OF DADE. *VW Ned In this eke Mt Q . 20 WITNESS hod end OS* Soot d AC. .t• m:MyFax - Julian Perez (13057568972) 10:0712/15/11 GMT-05 Pg 01-03 RiQA °D PRRT RO ?E'a IS21�iA i' `CONST'RLTCT ION: INDUSTRY .EN'$I :BOARD: 1940. O TH �ZdONROE--BTREET::. Tai ;LAHASS.$E FL 32,3:x9., -07:83 CAB,A LEIR.O: <` :.ISAAC CABALLEIRCti S : °'CORP 25571 SW 122 CT HOMESTEAD` FL 33•0.32 • Congratulations! With this'license you become •one of the nearty:one.niliien Floridians licensed Jay. the:Qepartmeritof B.uslness: and :Rrofessional: Regulation•: Qur.proressionats•epd bulltresses.rartge from•arci tBcks::to:yacht brokprs;:.from • boxersrto barbequa:restat.ra.'rits; a!<ld:therkeep Florida's:ecor Finiy.strong.. • • Everyday. wewotito: improvett ia:way: wv e: do.buslne..s$iq:ortlsr- to.serys better. :ForinfonnntiorIabg fit; ku,services;p lease: lag-onto::www_;mytt<utdalcense com,: • There you'can•Ond:more- inforMa#iff gboirtour .dlvislons•.andttie:regulations :impact you, 'sulbssz'ibe tp:d[epartment neewsletters sand learri snore about the : . DepartmenVs'in'itiattut3s, • ' Ouc: missionat:thQ- Deparbneat:is :License Effoier tly,.Regulate :- .~sing, We OU ntantly.strivs.•to._servoyou better::sit:tl .at you :.can:serveyour:cus.(oorers::: Thank you fordoing b isiness: in Florida, and congratulations: °on your :newMcenset.'•: ii.:,aL7�: m "'if•>ai;cc...ww` `�.'.i ':a...sa.' • m:MyFax- Julian Perez (13057568972) 10:07 12/15/11 GMT -05 Pg 02 -03 3(45"17:'41-14 asimpommwmq DO NOT FORWARD CABALLEIROS CORP ISAAC CABAL.L•EiRO PRES 25571 SW 122 CT MIAMI FL 33032 hill vs; tis h Itir1itI trsIith u)rta m:MyFax - Julian Perez (13057568972) 10:07 12/15/11 GMT -05 Pg 03 -03 JEFF ATWATER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. CHIEF FINANCIAL OFFICE R 07 -06 -2011 EFFECTIVE DATE: PERSON: 07/0612011 EXPIRATION DATE: 07/05/2013 CABALLEIRO ISAAC FEIN: 711003637 BUSINESS NAM AND ADDRESS: CABALLEIRO'S CORP 25571 SW 122ND CT HOMESTEAD FL 33032 SCOPES OF BUSINESS OR TRADE: 1- PLUMBING CONTRACTOR 3- MECHANICAL CONTRACT 2- GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 06414), .F.S., ao officer of a corporation who elects exemption from this chapter .by filing a certificate of election under this section may not recover bens] its or compensation under this. Chaplet. Pursuant le Chapter 440.05(121, F.S.. Certificates of election to be exempt... apply only within the scope of the businesi or trade listed oe the eottca of election to be exempt. Purpose( to Chapter 440.05(13), F:$.,• Notices pi election to be exempt and certificates of election to be exempt shall be subject to revecappn 11, at any time alter the (1Ithg'of the notice 'or the issuance of the certificate, Be • person named on the mot(ee• or certificate no longer meets the requirements or this section for issuance of a certificate. The department shalt revokes certificate et oily time for failure of the person named on the certificate to meet Ile requirements of this section. QUESTIONS? (850} 443 -'160 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF' FINANCIAL •SERVICES DIVISION OF WORKERS':COMPENSATION CONSTRUCTION INiUSTRY CER11 ICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 07/06/2011 EXPIRATION DATE: 07/05/2013 PERSON: ISAAC.CABALLEIRO FEIN 711003637 BUSINESS NAME AND ADDRESS: CAeALLEIRO•S CORP ass71 SW 122ND CT HOMESTEAD, FL 33032 SCOPE OF BUSINESS OR TRADE 1- PLUMBING CONTRACTOR 2- GENERAL CONTRACTOR 3- MECHANICAL CONTRACT IMPORTANT Pursuant to Chapter 440.45(14),. F.S., en officer of a corporation who elects exeinption from *this chapter by filing a certificate of election t- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12). F.S., Certificates of election to b.e H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt • E Pursuant tq Chapter 440.D5(13), F.S., Notices of election to be exensit and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. Tho department s(iati revoke a certificate at any time for failure of the person Named on" the certificate to meet the requirements• df this Section. QUESTIONS? (.S5'p) 413 - 1'508. CUT HERE at Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Dec, 15. 2011 11:18AM No. 6317 P. 1 ACORD,. CERTIFICATE OF LIABILITY INSURANCE 12/15/2011 PRODUCER JAL INSURANCE SERVICES INC. 141 E Commercial Blvd Ft Lauderdale, FL 33334 (954)958 -0878 INSURED DATE(MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# Caballeiro's Corp 25571 SW 122 Ct. Homestead, FL 33032 1786 -443 -3548 INSURER A Atlantic Casualty Insurance Co INSURERS: INSURER C INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR AMY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAYHAVEBEEN REDUCEDBYPAIDCLAIMS. mu ' TYPE OF INSU ° E POLICY NUMBER POLICY. ICE ri/ PDATE MMIDO N l IAAii S A GENERAL LABILITY 01L000328801 9/10/11 9/10/12 EACH OCCURRENCE 3 1 000 000 Xl commERCIAL GENERAL LIA81U ly ,” 1 'i7' 7! PREMISES IEa ocourencel a 100.000 $ 5.000 CLAIMSMADE X OCCUR MEDEXP(Any one Pte) PERSONAL $ADVINJURY 5 1.000.000 ■ GENERAL. AGGREGATE $ 2,000,000 e 2.000.000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOPAGG X POLICY ■ Ilki& LOC AUTOMOBILE ANYAUTOIABILITY ALLOWNEDAUTOS SCHEDULED AUTOS HIREO AUTOS NON-0WNEOAUTOS CDM9 ; ANGLE Loa ■ ■ BODILYINJURY (Per Person) ■ BODILYINJURY 3 PROPERTY DAMAGE (Per) GARAGEUABILCTY ANYAUTO AUTO ONLY- EAACCIDENT a OTHER THAN EAACG $ AUTOONLY: AGG a EXCE$SAJIM6N L A LIABILITY EACH OCCURRENCE S OCCUR CLAIMSMADE AGGREGATE 3 DEOUCTI$LE RETENTION $ a ■ $ a WORKERSCOMPEN$ATIONAND EMPLOYERS' ANY PROPRIETOR/PARTNEWIDECUTIVE OFYesR SPECIAL LIABILITY � ( 1 TORYLNd1UTS 1 I ER E.L EACH ACCIDENT $ P�ROVINS below E.L. DISEASE - EA EMPLOY S EL DISEASE . POLICY LIMIT a OTHER DESCRIPTION OF OPERATIONaiLOCATIDNsNEHICLES /EUCLU814NSADDED 13YENDORSEMENT /SPECIAL PROVISIONS CANCELLATION Miami Shore 7050 NE 2nd Ave Miami Shore, Fl 33138 Fx: 305 - 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED YO THE LEFT, BUY FAILURE TO DO SO SHALL POSE N0 OBLI�:TION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR RE$ENTA OR12ED RE ATIVE 9 ACORD25(2001M8) ®ACORD CORPORATION 1988 rn 1 73 h T32.00001 1100E+0" NOA 11- 0705.09 ZONE 4 MULL BAR NOA 09- 0128.14 36.0000" 36.0000 "'" 86.000 NOA 11- 0202.03 ZONE 4 02 E5 NOA 07- 0516.02 ZONE 5 QN MULL BAR NOA 09- 0128.14 44ce/%1en1 w I AJOG/5 Al e(r/i e/ S i 7 e f o O/ G DEP1 2 o O3 m 1 al A;NIPLIANCE WT(H ALL FEDERAL � IAN IY RULES AND REGULATIONS NOA T/liami Shores Villa V DATE 1 NOA 11- 0202.03 ZONE 4 02 E5 NOA 07- 0516.02 ZONE 5 QN MULL BAR NOA 09- 0128.14 44ce/%1en1 w I AJOG/5 Al e(r/i e/ S i 7 e f NOA 07 -0516.02 ZONE 5 NOA 07 -0516.02 11 -0202.03 ONE 4 MULL BAR NOA 09 -0128.14 WINDOW SCHEDULE WINDOWS AND DOOR PERMIT SUPLEMENT Product Approval Schedu e/Comparison Chart Address MIAMI PROPERTY SOLUTIONS LLC 142 NW 100 ST MIAMI SHORES FL 33138 Mark No Size (inches) Type of unit Name / MODEL Notice ofApproved(psf) - cceptance Number (N.O.A) Design Pressure Opening Design Pressure Mullions span Mullion Tributar y ( +)PSF( -)PSF ( +)PSF( -)PSF 1 36 "X84" FIXED 07- 0516.02 65 -65 46.5 -62.3 84" Y 2 48 "X84" FIXED 07- 0516.02 65 -65 46.5 -62.3 84" Y 3 32 "X86" FRENCH DOOR 11- 0202,03 76 -76 46.5 -50.5 N 4 19 "X38" SINGLE HUNG 11- 0705.09 80 -80 46.5 -50.5 N 5 6 7 FmMyFax - Jullan Perez To:AL FAROOQ (13052626978) 1 :r 19:58 1 2101/1 1GMT -05 Pg 01-01 AI•Farooq Corporation 1235 SW 87th Avenue • Miami, FL 33174 Tel: (305) 264 -8100 • Fax: (305) 262 -6978 Site S ecific: Wind Loads (Based on data supplied by client) '1FC11 -01-70 12 -2; -11 krA-- 1. Client : CrizoNciVVO 2. Job Name b Di E. I ati so v?f ops J- J- C. 3. Job Address /(0._ Nk,c3 too s /7. An; 5M r s [ J- 3313g 4. County I 5. Building Height : r,� ft. (see sketch below) mph 6. Basic Wind Speed : .1410 7. Wind Standard : ASCE 7 -05, FBC 2007 Edition 8. Roof Slope : ° Flat a Slope: Pitch Li / 12 9. Exposure : O Non Coastal 0 Coastal o Other (Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean line for Std. Bldg. Code Chapter 16.) 10. Building : Length SS ft. Width 33 ft. 11. Attach floor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not required) 12. Building Category : es; 06,k) L C ent ' ep " sentative Bldg. r 60 ft. Bldg. < 60 ft. JAVAD AHMAD, P.E. - FL ti 70592 EB C.A.N. 1i3538 AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :STRONGUARD PROJECT :EDDIE MITTER WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 10 FT''2 12 -02 -2011 Kh = 0.85 (TABLE 6 -3, PAGE 79) Kd = 0.85 (TABLE 6 -4, PAGE 80) Kzt. 1.0 (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV "2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 46.5 PSF - 50.5 PSF G O N E 5 = + 46 5 PSF - 62 3 PSF) BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 313 --2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) landoetwoodemegoina Lawson Indastries, Inc. 8501 N. W. 98 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 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 "La Porte" 8'0" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte- Impact French Outswing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revision "E", dated 01/27/2011, signed and sealed by Thomas J. Sotos, P. E., bearing the 1VFiami --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: Large and Small MinU& Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filet and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 10 -0128.04 and of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-0202.03 Expiration Date: Jane 05, 2013 Approval Data Mareh 17, 2011 Page 1 .awson Industries, Inc. NOTICE OF ACCEPTANCE: E'VIPPENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. ED- -2003, titled "La Porte- Impact French Outswing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/2002 with the latest revision "E ", dated 01/27/2011, signed and sealed by Thomas J. Sotos, 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 113201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623 and HETI-09 -2645, issued on 10/22/2009, both signed and sealed by Candido F. Font, P. E. (Submitted wider NOA No.10-012&04) 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 092624 and HETI -09 -2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. ( Submitted under NOA No.10-0128.04) 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI.04- -1377, issued on 03/08/04, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA No.05- 1116.06) 5. Test reports on: 1) Tensile -Test, per FBC, ASTM E-8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-T095 and HETI- 02 -T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under NOA No. 05- 1116.06) Jaime D. Gann, P. E. Product Control Section Supervisor NOA No. 11-0202.03 Expiration Date: June 05,2013 Approval Date: March 17,2011 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI -04 -1897, SETI- 04-1896 A and HETI-04 -1896 B, issued on 03/12/2004, all signed and sealed by Rafael E. Droz -Sella, P. E. (Submitted under NOA No.05- 1116.06) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02 -1253, HETI-02-1726, HETI.02 -1728, HETI -02 -1736, HETI-02- 1742, HETI -02 -1763 and HETI -02 -1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Subndtted uuderNOA No. 05-1116.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by the manufacturer, dated 12/12/2002 with the latest revised dated 07/02/2010, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300- -98104 (Submitted uuder NOA No.10- 0128.04) D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. E -2 JaimeD.—Casco- .—Cascon, P. E. Product Control Section Supervisor NOA No. 11- 0202.03 Expiration Date: June 05, 2013 Approval Date: March 17,2011 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 06- 0216.06 rued to Solutia Inc. for their "Saflex MG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated February 02, 2011, signed and sealed by Thomas 1. Sotos, P. E. 2. Statement letter of conformance and no financial interest, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P. E. 3. Proposal issued by BCCO, dated July 27, 2010, signed by Lc ag Chanda, P. E. 4. Laboratory compliance letter for Test Report No. HETI -11 -3201, issued by Hurricane Engineering & Testing, Inc., dated January 06,2011, signed and sealed by Candido F. Font, P. E. 5. Proposal issued by BCCO, dated March 26, 2009, signed by Renzo Narciso. (Submitted under NOA No.10. 0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI -09 -2623, HET1 -09- 2645, IETI-09 -2624 and HETI --09 -2646, issued by Hurricane Engineering & Testing, Inc., dated October 22, 2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10- 0128.04) 7. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI -04 -1896 A, HETI-04-1896 B, HETI-04 -1377, HETI- 02 -T095, HETI- 02- -T090, HETI -02 -1253, REEI1 -02 -1726, HETI -02- -1728, 14ETI -02- 1736, HETI - 02-1742, HETI -02 -1763 and HETI -02 -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/2003,03/08/04, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 05- 1116.06) G. OTHERS 1. Notice of Acceptance No. 10- 0128.04, issued to Lawson Industries, Inc. for their Series "La Porte" 8'0" Outswing Aluminum French Doors - L.M.L ", approved on 04/04/10 and expiring on 06/05/13. • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-0202.03 Expiration Date: June 05, 2013 Approval Date: March 17, 2011 E -3 MA *45 1/8• Nor Mgt Vldt�ie SP2 J. MN / Mara 1 PAB7 P R1K10. DIS8801Pl1ON 1 ARIDO Panel maim 1733 13/16' rwx.) 1 e 1' ® 11 11ldth ( 35 3/16' 110 1 1.411 LU-o9B 1 FRAME NEAR 6063 -T6 AltR8MR4 P 1 L 8 L-900 111 -097 1 FRANZ SILL 6063 -T6 ALUMINUM r e 1 -I e 3 L-903 2.11-090 8 FRAIO JARS 6063-T6 ALUMINUM r - g.. �` 5' • '7 4 L-904 L11 -096 2 SIDELITE JAMB ADAPTER 6063 -15 ALUMIMM T _ \ �� ., "� //, .• \ Inactive MOW- 5 L-906 10-098 8 • pantt 1vWEL. 108 a 9077521 RAIL 6023 -16 AL1IKDNM O/� • 5% Sidelite //1/./. /�: L ...... s �° Max. DLO O 6 L-987 2,11 -091 1 R panel HINGE STUB 6963 -T6 ALUM/1M M/1M �,�/ / / /.. Active V J \ /•/ �� \ Q IT; 7 L-025 UI-994 L-903 1 • paid LOCK STILE 6063 -76 ALIMBOM 9 L-909 111-095 2 x pamei TOP 6 BOTTOM RAIL ADAPTER 6063 -75 ALLOODUM 9 L-9U L11 -0a5 AS RECD. 1/4 ROUND ALUM. HEAD - 7/16• 6063 -T5 AUMD*RI 10 L-918 2.11 -087 AS RECD V4 ROUND ALUM 896* -3/41' 6069 -TS ALUMINUM - ` ) / - --1 3g M -T - ..I.. 5• 11 FO -684 -8 L-900 2 • motet HINGE LEAF ASSEMBLY 6063 -15 AWMMUH 12 WS-001 a RECD. &02.A VINYL WS% Toon Mastics Co. 03886 z. $ ti JB 13 8VS-091 • AS REED. VTSP. B TOP/SOTT. RAILS Schlep& FS - .1374. % 210'13 ��yy • •` f4 DVS-008 • AS REDO. VTS'P. B 86601 HEAD 6 JAMB Schlep! PB - .187•■. % .3:10'Hr. �. �!_i/ t °O°�1 I/ / / • ��/ 40 7/ j 19 L-910 LU -029 8 • panel STRIKER NOONTIME {LATE 6063 -T8 ALUMINUM 1•%3•3; ) - �' - 16 80-619 FD -619 -1 8 • pons* STRIKER MATE 6963 -T5 ALumaiN i 17 80-631 UI-086 AS RE05. GLAZING ADAPTER 6023 -76 ALURMUN it a V � /. r Sid. �T, +++ -- al LS He . -_ 18 HC-0& S'-5508 2 x Parrot 5ELTA PLUSH 801.7 13 TOP 1 BOTTOM OF LOCK STILE) 19 8D- 691- 8141 - 024/085 1 SET 1� LOC** / DAD B3LT SET KV1K�T - Series 8887 COMBO ... 20 8D -021-8 NC- 884/025 1 SET O MR LOCK 1 DEAD BOLT SET 90LA2E - Series FE= CONDO � �h.,:�:: / - : T 81 FD- 681 -8110- 014/025 1 SET �R HOCK / BEAD 902.7 SET DEFIANT - SerWoo E31 COMM BS • 85-038 AS RED'S Frans Install. Saner -Mead 6116•- TAPCD71 t 8n blotto/ 83 r FS-035 AS REO'0. Frame install. Screw- Ja*W8ol 5/16'- TAPCON tMos Notes) .... -. 84 a 89-086 B FRAME ASSEMBLY SCREW *18 % 3/4. 811. -341. 85 ■ 82 -018 AS 8E0'0. JA12 ADAPTER SCREW 010 S 3/4• P1t -PM. 7 . 86 8D -634 Utd71 AS MOM. 1/4 ROUND ALUM. DEAD - 11/16' 6093 -T5 ALUMINUM ' $,141 ' a , . ' e T .� 4 V8' 7 17 • 85 -043 B GLAZING ADAPT. A7TACM. SCREW IS % 1 1/4' FH. -P141. 1. aT�07N AT SHEET 131 OF _B FOR 5 1v4-64- jjj'?/*JT+ -1 ._ �A MO LOCATIONS. tai eldsU407 �!� as. • 2. SEE SHEET 4 OF 6806 INSTALLAUOW -II.A / BB • FS -0+19 8/PO*rol rouble Rai Assembly Scree 3/8••8 VM H"e Serve 6 Ntt g. �-'j• 89 r • RM. NEUTRAL 6129 SILICONE Schnee- Mm•ahrod SN -873* ac va penal/ InacM a ;anal) FASTENERS 77825. L, 3. SAME ANCHOR SPACING 0 FRAME HEAD & SLL "OX)IO" EXTERIOR ELEVATION 30 • • MVO. NEUTRAL W RE SILO:IDE Bar Bergamo 699 31 • • REO'0. IEUTRAL CURE SILICONE Tref= S -800 man piitODJCFI 1 PRODUCT IS OE SEINED AS PER 2007 FLORIDA 8U0.0M0 200E. r' I Q'% 2)' CLASS'S 2007 REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF ..'.7%7!- a��}.. °. - ---T"'77-1.-- i g 3). Woo acts BY STRUCTURE MUST BE ANCHORED PROPERLY TO TRANSFER 191, LOAD TO THE STRUCTURE & TO BE RENEWED BY 8110.0340 OFFICIAL g,' 4). ANCHORS SHALL BE AS 2.13720, AND SPACED AS N0TE0 A90109 AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 99 38 • • BCr1L Le••••••d ohm ••• P. 5 Dupont - Sentry doss Plus 33 • • RECD. Lonuoted M asa see P. 5 Dupont - PVB 34 • 1 AS RECD. L6Nn.ted Mess sea PR. 5 Series - PUB 35 • 141-008 8/PamM PANEL ASS` ALM MATE 11/1•. 8's lir 08183.78 ALUM 36 2 H1 -004 8/Pard Panel Aes'y Full LOr*p11t Rod 3/8•&a. -803 6.. Mote. Marto. Nut 37 • FS-011 S 202141E ATTACHMENT SCREW 010 % 3/4• Pelt I MU. 39 ■ PS-044 80987E ATTACHMENT SCREW 018 % 1• - 117. Maw* 39 • 141 -O�i J. 8/Janb tI8• lNA 1102.E -NYLON PLUG ST CS 11 21 MICR'* ASTIC9 a 8014 1 0 4 0 0 7 8 0 10. . OBAWP3ES BANGLE & MUL7'Hd11.E PANELS (800 91.6:6310098). . 0UAL1PIB8 1119{7'9 BATH AND W1TBOUP 8IDS111'88 MA%. PRAMS SUB 145 1/8 "w. Ras 3/41%. 0E20 8027' & INT mum COLONIAL mum APPLIED R/BULICONE. . QUALIFIES BINOLS 09 DOOBL6 0077'013 RAILS MAIL DAYNTE OPENING WIDTH m > " MAIL 9*9*17S 0P*N990 UMW = 08 1/8" •SEE 818PA710N'AT SHOT 1a!$ FOE MAIL. ANCHOR SPACING ALL DIMENSIONS 0PEtRF16D ARE IN INCHES 130 I1WBg 871'1)85 529 0150IJED BEYOND WALL 0RE862 10 OR 9711!%:0. ab SEE NOTES 0 SHEET 4 OF 0 FOR INTAUATI0N FASTENERS TYPE. sF ANcNowNO OR LOAOINO CONDITIONS NOT SHOWN 01 MESE DETAILS ARE HOT PART OF MS APPROriU. UMCPATIONS: 1). AWE. OP • *86 PSF ai/ (4) Striate Bane & Mass Typos A II. C & 0. (590 LO'AIION DETAILS 0 82227 3 OF 8) 2). Melt. DP • *78 PSF W/ 2 -Point Look (aalive)+ (2) Wow OoOs at Inactive 3). Melt. OP • *76 PSF W/ Flat Sill & must be used where water Infiltration Is not required or apenUq Is pr0teated by overhang ratio ;reeler Mon ale. 4). MAN. DP • *88 PSF W/ MIAS-Point Look (1•- OCtive) +(1-pasakro) of In02tkro 40 • . MC-007 8/PC4el 7/6• MA. HOLE - NYLON PLUG MIW0PLASTtCS 168PP8970511 41 • NC -010 1/029.T FLUSH BOLT 'NYLON SILL PLUG' 1 98410PLA8T1C8 48 L-913 111-026 AS RE1213 1/8 MOM FALSE AWN. MINIM 6963 -TS ALUMNIIK 43 a • REDO ENT FALSE APPLIED M 7112 1.08 8 088• STOCK mama) 44 L-915 FD-683 RECD. FRAME HEAD SHUR PLATE 6063 -TS ALUMINUM - 4• lerrg 45 L-916 2,11 -117 REO'0. FROM LOW SILL - OPTIONAL 6083 -T5 ALUNUOAO 46 80 -635 HC-050 1 TVS -POINT FLUl1HBO.T LOON OPTIONAL 1 FOR •/- 763 p9F OM 47 80 -606 FD- 686 -1 II/Panni FLUSH 801.7 GUIDE 690.E 18/8'. 1 0/9* VB• ALUM ANGLE 48 80 -837 FO -687 -1 8 /Panel Too-Po lo* Lode Bolt MIME ANGLE 90 7u 1 V17$ 1/8' AI.LRK ANGLE �i v : 2 l r y' " °,: e.° .,tD �p . %a L � .. :.:3a8 - y ., i 1 C w L AT OF 0# ', !'Y�• Q,•° °`4.4'8 (% 1.9`' 0a" ,,� '.'Y.` rt:Y: ']� ,�( '�/��' ]� '� ,/ /� VR/ s ®1 \J 13501 NW SO& SL 1LJ.L7L. V ® MECLf1, FLORIDA 33788 (308) 698 -8880 49 s • RECD. Joint Sealant- tons Colored "orals Co/ Soper Seal /Noptional Wt OED and 8 point lock 5/0e�//06 Rsdwd b oaMpty w/ P6E88W - 11/01/05 Revised to .amply w/ men & added Madeted OLes 01/88/00 At6lend 11011.-Point 1OOk 00/417 /lt 50 85-638 HC- 1 SET LUCK ACTIVE HANDLE 1 1MRM8ET ASHLAND OV880*A -A 81 FD -637 HC- 3 SET 100.71 -MRNT LOCK ACTIVE ASHLAND SV5If0-STACTS 52 80-640 HC- I SET UDC PASSIVE NAME 6 RIMER ASHLAND 1W5EWA•P MANOFAO8ORBR aP GUMMY AMMO N% W*7*219 .UM G&W ADM 83 Fp-b39 841- 1 SET M111.11-POINT HACK PASSIVE ASHLAND 11105110- STPA54 pa era Poq paw tiNVP'V d•tr��ere� lSll APAR01*AlI 1 WART A 810*M 0008 I I 1 M• 0 54 F3-641 141- • pane 16110-Pont Lod* Sat Bete NYLON GUIDe 'Embed IV, Nan Ens O•n• a0 Nelson Erato et1 17 t1 s� Ol% t0 "La Porte" Impact" French Out -Swing Door 85 • FS- 4/6ut0s Bat Out*r Att.chrront Pastime 06 s 1/9 P24/PHIL. 56 88-842 NC- 1 • Let* Lock Top Neat Adapter NYLON ADAPTER •• PD-643 MC- 1 • LIEN LOOP HOtt■n Mount Adapter NYLON ADAPTER • ogle. 08••*m+Wm0". 1Nau9w+••••• •r j•••••• tow* FD -200J J,D7 •/ lttlase`'"' "0X0" ELEVATION Selellte 17331016' vo ta kee 145 1/e' Win Ildt Velth fittrifiEr l3 3/116 max.7 I II II 1 7 tive U.z "OX" ELEVATION APPROVED CONFIGURATIONS Met 1. 3. � EC.EVANS R DGP IC REPRESENTATION 2. L 0A tABL NOPIAROSEAPPLIED W/ SILICONE griBilag BOTTOM RA0. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ph6A N "dXXO" ELEVATION 0'' ANDHOLNEEtt 1• Setra. nEN1 ANO Atoms. 2. 8 Mrs! FOR INSTALLATION Revlon Naha 'Reeked v/ opNaul 02.2 1111 and 2 plat Wok Rewind h 8Itp 14/ 0/03/04 04 - 10/01/05 Revised to empty a/ BMW & added Insulated Olen 00/68/00 Aeblad NWt •Point look 01/07/00 ante* 011 Nelson Brno Mos °" Nelson Ems "X" ON "0" ELEVATION "LaPorte" DIPACT MRCS MORNS DOOR - DIW10N LOAD CHART ''ABa "JO 161I0DP D69187 • Rona 01 ARCMS an OP !:r:l ��'' ,. OP PS7 'A" k '8" , / -(PSI: TMPS'D° + /-ice) TYPE 'C'TYPE + /"Man +1.1 52000 • MS • 10 1/4' 88 1/4' 88 1/4• se 114' 34 V4• 34 1/4• 7r g57 S 46.0 11 3/16' +76.0 +760 760 5 17 3/16' +76. +76.0 NEI 5 e3 3 3/16• 5 Il tRUJIMEI:911IriL.l 5 31 3/16' 5 35 3/16' Hi 10 1/4' 16 2/4' e8 1/4' e8 1/4' 30 WC 34 1/4• 93' .K67 6 Erin mristaisran WON 6 506.0 17 3/16' +76.0 576.0 5760 6 5860 e3 346' 576.0 5760 5766 6 +060 89 3/16• 76.0 4760 760 6 6 la 33 3/16'. • OPEC 7066E 11100 IIiLT' A 0 QWRNINi6 PIA sem C00 • 0,PAREOTHEOB MOM / OF MOMS AT Fe0.OE 41Ve. LA WS ON 101150150111151 OF .11887? 45111151101 MOM 4,10 OUSS 00275 I"°" 1"'"gAr cap Ii*"" 8301 NW e001 $L 602- FLORIDA 331135 1"5070 "La Porte" Impact" French Out —Swing Door Wawa AraMw, 70 -2003 1 1!e' HIN ETOO 1 p MIN EMBED TYP NTBXIOR 8108 Edge B' Active L_J LOCK STILES WITH FLUSH BOLT 88756181 ttms 11551551 6108 / 1 E4 L STILES WITH TWO -POINT LOCK & FLUSH BOLT NIIYCs-DSCdM FOR SPACING) H .ri OPTIOHAI, - DOIIBL-E B09TOM RAIL DETA11, PRODOCTROTISSO Florida StailaSedsa AMMO" ... -7 'K- Aotive Inaative OPTIONAL BOLT 0 TOP g01L OPTIONAL HOLT ® BOTTOM >Afl t SEE DETAIL E3 FOR MINTING LOCATION PLUSH ROM & TWO -POINT LOCK LIMITATIONS: 1). MAX. OP - 488 PSF w/ (4) Surface Bata & Gloss Types A. O. & 0. 2). MAX. DP - A78 PSF W/ 2 -Point took (eotbe)4(2) Surface Bata 0 In 0115, Bev*tlon Notes Embed e/ optlonal took flat and 8 point R vlsed to comply w/ aleddddsd� Insulated Man 02/88/10 Mbtaad Mat-Point Lack 01/27 /11 ATE OF i* 1 P Nation Erato 1m7u �11 01/22/10 i 9 p0"* m"`" AP Nelson Erato h1A • MIN T EMBED A OR MISS 1. WM . A 26 BL U0NS. 2. s8 FOR INSTALLATION once DOORS 6 SLOELITES WITH THIS SILL TO 8E 95 I/4• MAX. PRAMS HEIGHT. THIS TYPE OF, SILL 18 1151722 TO 41- 784 par 802181 1.008 AND MST 1M USED WHEN MATER INFILTRATION 12 NOT 5E0951E0 OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING 02 ROOF OVERHANG GREATER THAN OR EOUAL TO THE HEIGHT Or THE WALL WERE THE DOOR IS LOCATE4 LAWSON 8901 1051 SOW St. NEOLEY, FLORIDA 33108 (309) 898 -8880 p NANWA20 *08 0P 41IMATT 1b0NtRBM 16800 M 4812 00450 40025 1152 APPH0PAL I �° rea3Merr I I P H 1 Ruh 1 or "Le Porte" Impact" French Out —Swing Door itamora Maxim Imm ar Mm buy FD -2003 I9atalM Mwb •g. 5/16' TAPCW W INSTALLATION PASTENEBS NOTE; 'Ix *UOIt" M11 * WM REOU!RPD FAMES !MOTH WEAR: 5X/1W x 3 �2" Lon TAPOON(") JAMB: 18" %K 22.3 /4" Long T •))•) MULLIONS: 8/16" X 2 1/4" Lalq TAPCON(•) 01 TAPOON RY 'NCO" OR 'NUILDEX' '2x RUCK' MINIMUM RHOUIREO FASTENER Mai HEM 516" X 3" TAPCON(•) ) Ott: 18' t 2 1 /�ng TAPCON(• /16' X 2 1/4/" Long TAPCON(•) (fMULLIONS: PC5/10" 8Y "@LCO" OR 'RUHASIP (•) ;!f:r •'''bI ••" + 1 }' MIN EMBED !I. .�.i, ��61VV16 TxxAttPN�COE£NMMgqYE�� /�� t816911trALlN W NOTES FOR PAWNOR Attnt*L, *CIEV0 eae to • we earoalL/ INTERIOR SIDE ©OtatlaY Adeptcr. .5/ - jOIUIng Depth tKL FRAME ASSEMBLY DETAIL Laminated Obi= by /Alpo* Types °B or 'Yr MC TAKE w CoARESPONS Oi.0*018 TYPE S SC6COWT SILL SEALANT DETAIL aDT0 NUNN 10 SC UUNta *001.41 m SILL IA Round Bead —40-01 EXIBRIOR SIDE GLAZING DETAIL #1 GLAZING TYPE & _DESCRIPTIONS our 0/A Laminated Ohm b1+ 2*DCltt - Stan Tot* "A" 0 7 DSSOMMIN 8 IWI Aa4Dled .090' D.Rans SDP Interinyer 3/16• Arawoled • 7121 ORSONP1ION 1 Mr An outed O .SOS• 02PooI PVO IMertayer 3 t/8' Amaeted E 521ITLIE ??7Tritin'1I tITITVr1C iC xiT 7PJn1 HINGE ATTACHMENT 1L Mar m OOOR sots NNW Arnmout PAWS W PANEL ASSEMBLY DETAIL GLAZING DETAIL A? 0 0 VIP Neat - Strengthened Olen ASP -tatull Pv! lnterhya 1/8' Nast- Ytrenothaned Otago OWING TYPE & DESCRIPTIONS CIIMEILIrr.r7TTrTlutrrlITAmMacr,Tacjim DINNOPTION O Ate' Satin PVI IMnley r 3 4 5 t/8• TENPEIED DLAS1 1/0• Nest•Strenntvo,d OAPs t/4. 1 *8UI.*TCD Ala SPACE MIN SISORMION 118' Mhos- Straogtinnad Maw 3 110' Pent •Strengthened Outdo 114' INSULATED Ala SPACE III4 113 CI. % LINO WRVS tNto 12TAz1. STaW, INO SCREWY BCE NOTES 150 MOM 0.238 I/SC. KW BEE MITES IrOt SPACINGS 1@ DA MIN t�1NN EOIIE 1118T. C6083 -T5 NN4 l• EWE IIWL CPy •y�366 KIN NNTU_t.Ty/ ME -DADS M % LV 7iTED�� PANT SHIM TYP. I/4. MAIL SNIP TYP. LODZINDISOD 110 MAX. 50004 TYP. I14• MAR. 000114 TYP. MAIM or/ optional t 11* al and 9 paint Reoleed to comply 0/ 7,850000 - 10/01/00 Revised to comply o/ 2020327 6 added insulated Man 0482/10 nh1snd Wdt •Polat book 01/D277,111�t ta4Ra �r Nelson !raw slgaatiyts �w ~' NNren Seats ot/se/10 LA II SO tl 8501 NW 90th St, MEOIAY. FLORIDA 33106 aNEM (305) 898 -5890 AIANDI.IC7YR2 OF murk, ALNNINOY WINDOWS 4170 NUNS =OW Amy Noy Nn APPRQ02. at�lra I 017 I /N12214 0008 I I 5 TO 0 "La Porte" Impact" French Out - Swing Door .-. ( ()OPTIONAL ( ie PADt7 LACK BHC +1- 78.0 gi t Q 6 6 g nn 9 4 3 S 1— -080 pal loch DP) 1ac�PiltvEKIfrA��VE rLDN LOCK Mar L °fir e p� TE LD"a MILT m m, y1 IT i1 ; ® E�gg 71` 99, II T II It tl 8 i § I I II 1 mjg mo yi >L i 1 tDIJCyT�g + II lax j �8p pa 9 , I I �. • FA�S1yE I Il 1. kW D , yygg�� STEEL r S E T �`� �// 11/0 nun 4Q AxaLE GUIDE BFD -/27 NT LOCK -1 .., 076 -►F- +_4J 3 1.889 GLAZING ADAPTER BL-BSO 078 3.9 4.900 �---� %' 1.750 . —� 460 .986 t "- �-� -1 .908 28 QUARTER ROUND O (11/181 BEAD 1.750 687 .065 J .. -1 ___� STILE PANEL 0? BIrs87 j O BFRLA188 1 HEAD 1.81E H 119 .730 .726 . T ---- 4.197 .---{ 1 a� , J.. rr .064 .064 �� alts QUARTER noun 100/8/ 8 1 -470 4.9110 i�tB4 __J EA31 11 t 901 AP 1.750 - .075 [� ' + 4 ANGLE �1 1 /8" BFD 1.800 SAIL LONG -886 -1 SAS O PANEL )" PRAIA 951. O '- J�9 166 I FT BIsSOB I I--1.75 --y — 1 1.780 1a18 —+ - .80 9 QUARTER ROUND O(1/41 18EM 1 mom y ALUMINUM F 800-008 \ ® 1/E' PANEL LONG PLATE E. 1 E� 4400 '500 _i aoD ' 463 466 �"�V"""i7 .063 1 f --7 ES_J 1.625 ‘-‘1.E.. ales T O RAIL ADAPTER #L-909 .045 HALF ROUND 8 FALSE HUN= BL-S18 " 455D JAMB ADAPTER O BL -804 1 ALL DIHENSLONS SPECIFIED ABB IN INCHES 8 ANCHOR O OA ENO ANO �TIONS 434e 100 Q PANEL #L-909 BOTTOM TOP & 78 _ O FBA JAMB 4 ® FRAME HFAD SHEAR PLATE sm 1::� r�`' lrJ '1 r _ 04 o. ME-001 P <1aDdInBCDaa _ 7! -�j /j.,__,.,,.. O /dpi /AVM 0 E$B8 4100 48 FRAME Low sus ,(41 __ #L-918 REPES TO DETAIL •33� AT MEET 11 3 OF 0 row ADDITIONAL NOTES AND LINITATIDNS. •• 1111 r'S. ` .. °�� r�t . . • t Oy ■ �. iP °° � ��'�, 8601 Plir 90Gt S4 L � S ON 4 MEDIEY. FLOROAI 33185 Reslsad w/ eytktul Oat am look 6/00/04 and $ peLU - 11/01/81 #t adda0 IF • S. ,• Itd In compiq r/ R6�1@4 * " Berlssd to comply s/ PBC80D7 J �{ Cis-11,31_1, N.1 t�1= 31E "!-atlq. (308) 888 -888Q• WAWA a ; w • INACTIVE FLU8H STECL oa m ,`:t-'et -PANEL EMT X4WtAC1'D11 OF • , sLU WNNY INMAN AND 0115' OOORI Optional Multi -Point Looks ... glut Oi/5 /10 a }� - 1 C /I area 8W• PM None has NIA Ar OY& am p ' •:LL """' 'Mi° 1 or s .g A7E OFaa �. per, Braze • "La Porte" Impaot French Out-Swing Door Active Leek ASHLAND _.. - eR L..• ASIOANe 8v6t1D- STPAS4 °s, , O� to aww.AA Nelson Bravo .r:. ASHLAND -A .... D AN 1::i -P D ♦ � sate n.t.s. Ana "maw aas0 Monks pD -20DS mw.. Asa BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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 BNC - 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. BNC MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 3152599 www.miamidade.eov /buiidine/ 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 "SH -7700 Flange" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window ", sheets 1 through 5 of 5, dated 05/27/09, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, 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: Large Missile Impact Resistant LIMITATIONS: Windows with ext. ofannealed glass lite does not oomPlY with the Small Missile hnPaztrxNhenlsnt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09- 0706.09 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11- 0703.09 Expiration Date: December 27,2016 Approval Date: August 18, 2011 Page 1 Lawson Industries. Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No LTIO0 -0901, titled ?Series-7700 Single dung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27 /09, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s MI- 09 -2530A and HETI-09-2530B, dated 03/02/09,011 signed and sealed by - Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s H 1I-08-2003 C, HETI -O8 -2004 A, HETI -O8- 2060 -A, HETI -O8-2060 B, HETI-08-2061 A, HETI -O8 -2061 B, HETI -08 -2062 A, HETI -O8-- 206213, HETI- 08- 2063A, HETI -08- 2063B, HETI- 08 -2064A and HETI- 08- 2064B, dated 03 /15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 241132.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F fir -2987 and FTL-2986, dated 04/03/01 and 03/27 /01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted render previous NOA No. 06- 0406.08) eel Prods Control '< • , er NOA No. 11 4' 05.09 Expiration Date December 29, 2016 Approval Date: August 18, 2011 E -1 Lawson Industries, Ine., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with jBC -2007, prepared by Lawson Industries, Inc., dated 05/28 /09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. • for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 104922.09 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 09-0223.05 issued to Soluiiu, Inc. for their "Saflex Multi - layer Glans Interlayer" dated 04/08/09, expiring on 04/08/14. F. STATEMENTS 1. Statement letter of conformance, dated June 19, 2009, signed and sealed by Thomas J. Sotos, P. E. 2. Sit letter of no financial interest, dated May 28, 2009, signed and pled by Thomas J. Sotos, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI- 09 -2530 A and HETI- 092530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02!09, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI-08 -2003 C, HETI-08- 2004 A, HETI-08 -2060 A, HETI-08 -2060 B, HETI- 08-- 2061.A, +'TI -08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI-08- 2063A, HETI- 08-- 2063B, BETI- 08 -2064A and HETI48- 2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P: E. 5. Laboratory compliance letter for Test Reports No.'s FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0706.09, issued to Lawson Industries, Inc. for their Series "SH 7700 Flange" Aluminum Single Hung Window - LM.L, approved on 02/10 /10 and expiring on 12/27/11. atttet a:, a ar P.E. Product Con I Exa ' er NOA No. i 05.09 Expiration Date: December 29, 2016 Approval Date: August 18, 2011 E -2 iii TT L ed CRANE JAMBS tau my 84) 40 VINSOV FLANGE FRAME WIDTH 99II9II9 993 6• ENT. L INT. FALSE NIAL MATINS ARE APW. D W W SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes; 7. „� - 584138 WSW WIDN VINODV BUCK WIDTH 48" x 78' EQUAL LITE ELEVATION UN- -EQUAL LITE RADIUS ELEVATION • INCLUDES UN -EQUAL UTE AND RADIUS HEAD WINED TO LOADS ON MET 4 OF 6) (LIMMID TO LOAM ON SHEET 4 OF D) *8NT�AT. COLONIAL APPLIED W SILICONE AND ARE AVAILABLE AS OPTIONAL. 8848E VIND0V BUCK V18TH UN —EQUAL 1888 ELEVATION (14112880 TO LOADS ON SHEET 4 OF O) SERIES -7700 SINGLE HUNG IMPACT WINDOW — FLANGE FR ]1E 1.) THIS WINDOW SYSTEM 18 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE INCLUDINO HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND A87H 1300 -08. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 8.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 8O THAT THE 8UR.DINO RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 8007 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 34 ANCHORS SHOWN ABOVE ARE AS FIR TEST UNITS. ANCHORS ON ALL WINDOW 81ZE3 ARE NOT TO EXCEED THESE MAXIMUM SPACIN08 ON CENTER (0.04 AND AS TABULATED ON SKEET 4. 4.) ANCHOR CONDITIONS NOT DESKREBED IN THESE DRAWING'S ARE TO HE ENGINEERED ON A SITE SPECIFIC HASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 84 WINDOWS ARE QUALUTED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HERENI (BEE SHEET g3). AND FOR USE 81TH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABU ATED HEREIN (SEE SHEET g3). 8.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 74 SEE SHEET 4 FOR DESIGN PRESSURES AND CLASS TYPES. 04 FOR OPTIONAL FRAME INSTALLATION DETAUS SEE SHEET Il. 8.) FET. & INT. FALSE COLONIAL MUN INS ARE OPTIONAL & AND ARE APPLIED W/ 811ICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED ON OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 118 FOR DETAIL & NOTES) W000 BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 8007 PBC 09*87ER 84. SECTION ll.) APPROVAL *881.188 TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITE. 18.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WIDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) BEE SHEET g 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8A OF THE 2007 FLORIDA BLDG. CODE. 89.188' VWDON FLAMM FRAME VIDTN o 1 1 1 1 1 1 1 0, ft mddD ExpirMal EXT. 6 N �APP�4138W VI SILICONE AND ARE AVAILABLE AS OPTIMAL. BBAa• mod BUCK VISTA EQUAL-LATE ELEVATION WASTED TO 1OADB 08 SHEET 4 OF 8) I/4•. TAPCON V/ 1 1/4' MOd. EMBEDMENT INTO CONC. ME ELEVATION AT SHEET D1 FOR MAX. FASTENER SPACING) 118' ALL VOOS BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.1 WOOD BUCK NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS EXTERIOR TRADE PERIMETER CAULKING • SILICONE ADHESIVE BEDDING COMPOUND NATED GLASS V MIN. err INTERIOR 814 &NS. W 1 1/4• MIN. EMBEDMENT INTO WOOS FEE nut A ET � FASEWER SPACING) B1 SILICONE 8 TED GLASS PT. VOOO BUCKS INTERIOR J/4• TAPCON V/ 1 V4• N04. EMBEDMENT INTO CONC. 4' GEE ELEVATION AT SHEET 81 FOR MAIL FASTENER SPACING) EXT. GRADE CAULK EXTERIOR 1/S• MIN. • ; ! EDGE DISTANCE EXTERIOR GRADE PERIMETER CAULKING wow FRAME VIM EXTERIOR 814 S.M.S. V/ 1 1/4• MD) EMBESMENT INTO VOCE GEE ELEVATION AT SHEET el FOR MAX. FASTENER SPACING) EXT. OWE ' EXT. GRADE CAULK -7 CAULK EXTERIOR GRADE PERIMETER CAULKINO 1/4' MAX. SHIM TYP 4:• f �•, • • t., ;'.y i4 4 ' ` 4 • '4 • • •. • 4.• GRACE C. WOO! B8 8Y WINDOW INSTALLATION NOTES; L THE VINDOV FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUCIWUT THE ENTIRE PERIMETER OF FLANGE BY VINDOV INSTALLER (TOP.) 8. THE EXPOSED EXT. PERMITTER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CtYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHINS ARE NOT REQUIRRD. ANCF(QjIS NOTE* AMORE TO. BE IUE s11eN OR VD..SCREVS INTO VDDD, OR Lee TAME S, or APPRfNED CANE. FASTENERS INTO CONC., WITH A MINIMUM- TIF-1 Ito' PENETRATION INTO WOAD OR CONC. CREFEW TO LOAD TABLES AT SHEET 4 OF 5 roo' QUANTITIES REQUIRED) 0 1 1 1 1 • W 1 1 1 RvaAee �Ir,.lt:w�?l.,R;�; Br VANUA. WV III NEIII RvaAee �Ir,.lt:w�?l.,R;�; �xr' i1�IV�ia�Y .�ti..�iYi[��iSyt;7 --►�8 0 118• AIOQALSO GLASS .r us. =cs =1L:2t4S' PLUS EMBOLI' PLAST 1 Tr ,! %n •011ppNr ©r�ar:;�.x. irs. �� ro J �>!1'. iGtV i:• s =�] t7I« �` `iii � T`ir [ ;`tti�- Y:E� • ..,, PLASTIC N1SRLAYBR Sr were ��rllf_ �Yi�:'�!iCi3YYX7.,il�'L1iL� EXTERIOR SST. MBE PERIS TEI trigenIMUN A.ND SWEEP L. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. ALUMINUM MULLION-- rnE, SRE at10 MAtt. OESION PRESSURE LORTATIONB. (ALUM. 0,078° RN. TFtltK) NOM PRESSURES MILE HUNO WINDOW OR BAU. RN INTERIOR NOPIPINCI -B 18 X 3/4• S.D.& (SEE ELEVATION D AND BP TABLES FOR QUANTITY AND FASTENER SPACING) WV III �xr' i1�IV�ia�Y .�ti..�iYi[��iSyt;7 --►�8 0 118• AIOQALSO GLASS .r us. =cs =1L:2t4S' PLUS EMBOLI' PLAST 1 Tr ,! %n •011ppNr ©r�ar:;�.x. irs. �� ro J �>!1'. iGtV i:• s =�] t7I« �` `iii � T`ir [ ;`tti�- Y:E� • ..,, PLASTIC N1SRLAYBR Sr were ��rllf_ �Yi�:'�!iCi3YYX7.,il�'L1iL� EXTERIOR SST. MBE PERIS TEI trigenIMUN A.ND SWEEP L. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. ALUMINUM MULLION-- rnE, SRE at10 MAtt. OESION PRESSURE LORTATIONB. (ALUM. 0,078° RN. TFtltK) NOM PRESSURES MILE HUNO WINDOW OR BAU. RN INTERIOR NOPIPINCI -B 18 X 3/4• S.D.& (SEE ELEVATION D AND BP TABLES FOR QUANTITY AND FASTENER SPACING) lil!Y�iI!U.!( X1/T_ ir�IYi�_i'.'lii_i� UMW" ttil. v. r,,n6'' <. �1i ;?Yi i, h; rl pt. =�,.A..eli,a.,ia- ar„->r ■■ o �1TAC�1E PVD 118• RtnT•sla£N6MTeAto 6tASB uri zctw�s''^s?t B' •WPOxr d NN i11Uk4TBD AIR SPACE ��1�fi%� i1 ■:i li>77I,T'!i7 ` /,i"1 "ice.] IT. � (�7'(i.?'� IY ��iBL"i TWA," U 118 WO= CLASS u :1,145:6,,i: te 0 D090' PLA1TIp O1ERLAYER ■�� a EMUS PW Br 'MUM' * U1• R16W.ATCO AM SPAN NOTE: 1. AU. STEM IN CONTACT WITH AWN. TO BE PANTED OR PLATED. B. METAL STRUCTURES: A) STEEL s Fy a 38 USI ION. (STEEL 18 CA MN. NICK - 0.048.) 8) ALUMINUM 1 8083 -T8 MIN. (ALUM. 0.078' MN. THICK) FRAME MULLING DETAIII METAL STRUCTURE ATTACHMENT DETAIL meow III NEIII lil!Y�iI!U.!( X1/T_ ir�IYi�_i'.'lii_i� UMW" ttil. v. r,,n6'' <. �1i ;?Yi i, h; rl pt. =�,.A..eli,a.,ia- ar„->r ■■ o �1TAC�1E PVD 118• RtnT•sla£N6MTeAto 6tASB uri zctw�s''^s?t B' •WPOxr d NN i11Uk4TBD AIR SPACE ��1�fi%� i1 ■:i li>77I,T'!i7 ` /,i"1 "ice.] IT. � (�7'(i.?'� IY ��iBL"i TWA," U 118 WO= CLASS u :1,145:6,,i: te 0 D090' PLA1TIp O1ERLAYER ■�� a EMUS PW Br 'MUM' * U1• R16W.ATCO AM SPAN NOTE: 1. AU. STEM IN CONTACT WITH AWN. TO BE PANTED OR PLATED. B. METAL STRUCTURES: A) STEEL s Fy a 38 USI ION. (STEEL 18 CA MN. NICK - 0.048.) 8) ALUMINUM 1 8083 -T8 MIN. (ALUM. 0.078' MN. THICK) FRAME MULLING DETAIII METAL STRUCTURE ATTACHMENT DETAIL meow Npm �.� CA Oa w 37 ��.�OO in m cn 37 42 48 63.125 NOW al��CiNy:+'a °t c� 02 0�► m °i Nw WINI WIDTH O CO ra N0m:..Ncao:.:.mNV0 Nm O1 Co N01N 12 a a N N0 01, °t CD 00.. . * �Y 4. - -I • IE r 7 7 OV1 al OV1 Oho .4 p to vv.t.i ;i>, A OY 010101 A A • @ 3 41 $ Wp� 00 W�1 3 0 3 g P a O 0 m a O Vd 0 .1-1r 6 6 12 01 -4 6 6 01 01 0 CO 0D CO 01 0 •, •• •• 0 ai - aoo N ... 040 at ar in ia' .. m at .. 0 „* x, 79 O 0 0 m co 01 0 aA, O 1 46 >? 00000aoa000000000o000 0 3 88888888888888888 0 A �1 8� (PEP) . VIEW 000000000000000000 00000000000000000o 0'09 0.09 000000 000000 Glass Type 4 V mOO83393888 0 po 0 0 0 0 O m 0 0 0 0 0 0 0 CI8 oo 0 0 8 0 0 883 O O 0 0 8 0 01 3 o 0 O 0 W g IS WINDOWS WI 4H VENTS 1 v 0m00000D m00000000000000000 00000000 m120 0 0 mm 0 0 Q10000p 06,4;00;0 o•oe I woe 0 00mmm 00000a 000000 00000 0 O 0 pO 0000 0 OO 0 pp 000000000 O 0 00000000000 pp 0 p� p1 0 pp p� �0 p� GI 0100 0 12 010000000000000000000000000010 o000e00■0■0000000000000000 12 0 12 01 01 01 01 01 001 01 01 01 01 0 m 01 0 m 0 0 01 01 01 O`1 n' • ONV P... rODN el 412 Nit �m 07 tN V �'C1N V �OY�� iSmN VAO@ II' ' `: �.- N. I vaa aBb8i8ib A p A o A A 8b888888888882m/1§15114 a gl a is O O P P P a is 1111188161631 I —_ —. 01 01 m 01 01 A A ffi '�1, \' j - -- co 0Og O co ® 8P O O g e1p P0PPP co co co �p Is m O o O pg ¢J P P o O gg 800 o Co p co co li II O O p� p� P!t co O ♦ 1g Q� of a co co fg 0 O O ft pg P Y� O O Q� P O co {� 0PII 0 0 0PP 0 0 �q p 03 0 �q 811 0 0 gg 0 0 o pp PP 0 0 fi Nom• j ` 1 1°i1° id 11 o I d , L I \\ �� m .. O. 0 0 1.. ®®t0pp P P•• 0 0 p� P 0 0 0 �p pp P P•• 0 0 0000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 07 0 0 0 0 0 0 g A 1 — �__ >I. li // l'__- -- - - -- • 00 •.••/1 11 00 .. /2 11 0000 i3/••gg 0011 0000 $0gg 0000000000 a0?11 $la 00u800fg 0000000 aao, '. elA D00 L;> F . . . 0I . .. . 00 00 • • 00001 ooOO . 8800000000000000001 000000000000000000 F8080:00 I eao 00ait 00 .1 O 1008fg 0 0 0 O co 008gg o O 0 gg 00gg 0 0 0 co 0 0ffiII O 0 fg O o gg 8gg 0 O fl 0 0 88000ig O O 0 0 0 0 gg ffi13 O 0 li 0 0 080tg O O 0 co 0000gg 0 co 0 O ?Yi 0 O b.rc�. mss. ',- , N.W. ST. LA WS ON •F = 441i NO IX suns .: � MANUFACTURER OF QUALITY ALMOND( WINDOWS AND CUSS DOORS * '¢z :STATE OF =41 Mom. OF k/♦ N. Ewa M. A M. 03 -80-00 'J Di i31:'+. —ii 1 1 :/h. _. nix ., . ". 4L;,e I : . , I • : y- .113110 DESIGN PRESSEIRE C OS. & CONFI0 RAiIDii OPTIONS �f .0 ,- t�on\9.,0% °i�"Dr °°t 8r01° ,;• ,.___,......ride, ��♦ lr.m.. Zed: DA ) ✓%Cfk : f4i acs &Mon 0.�.�w Imam Iwor� wmu, Talcs I0wr1.. a i moo-0901 4 ar 5 FIXED MEETING RAIL L -7704 FRAME Slid. L -7702 Of 8097 -95 automat ) VENT INTERLOCK RAIL L -7705 BILL OP MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L -7801 1 FIN FRAME HEAD 6063 -76 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -76 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -76 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -76 ALUMINUM 5 L -7709 1 VENT MEETING (TOP) RAIL 6063 •76 ALUMINUM 6 L -7706 1 VENT BUTTON (LATCH) RAIL 6063 -76 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMIN114 8 L -7708 AS REWD. GLAZING BEAD ( 3/8' ) 6063 -75 ALUMINUM 9 FS-006 AS REG'D. FRAME ASSEMBLY SCREWS 08 X 3/4' P.H. PHILLIPS 10 FS -040 AS REDD. INSTAU.ATUIN SCREWS 914 X 1 1/4' F.H./PHIL. 11 L -7531 AS REO'D. BULB VINYL VTS'P 1/4• DIA. BULB 83033 12 PVS -003 AS REVD. FIN SEAL WEATHERSTRIP .187•x.230' 13 PVS -005 AS RED'D. FIN SEAL WEATHERSTRIP .187'x.390' 14 PVS •009 AS REO'D. FIN SEAL WEATHERSTRIP .187•x.310' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD I/4• X 1 1/2' 16 L -7711 AS REO'D. GLAZING BEAD/ INSULATED 6063 -75 ALUMINUM 17 L -4204 AS REG'D. GLAZING BEAD - RADIUS 6063 -75 ALUMINUM 18 L -7723 1 SASH BALANCE CAM /GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK 6 TACKLE BALANCE 851 Balance Systems 21 L -7539 2 VENT LIFT LATCH 6063 -75 ALUMINUM 22 L -7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS RE0'A GLAZING SILICONE SEE GLAZING @ SHT. 3 24 x 2 Lominoted Gloss SEE GLAZING DETAILS 25 HC- 057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -1 8 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026 -1 1 SCREEN FRAME & MESH 29 L -7730 1 PRODUCT LABEL 30 x 8 s x 31 S71-5504 AS REO'O. JOINT SEALANT SM -5504 32 x AS REO.O. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 0 FRAME 70 CORN 4 1 1 0 FRAME BOTTOM CORNER 1 fi VENT TOP CORNER 7681...eBE VENT SPRING ULTCH L -7039 VENT JAMB RA1L L -7707 (aoen -e9 *W813ux ) 0 1.375 GLAZING BEAD ( 660346111411111113 ) GLAZING BEAD L-7711 18 l 1463-96 AMID= ) GLAZING HEAD 1-4204 465 1433 -10 13161131111 ) T tot in sol r 17. P. O 1 1 PRODUCT REVLSOD ...0molg P16eh15 SOHO AusesmaYs NO PENT ROTTOM CORNER —.778 .773 493 i 61610-76 61,111613111 1 .466 FRAME & SASH CORNER DETAILS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA R. C. Aluminum Industries, Inc. 2805 N. W. 75th Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seri "ML-100"- Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0128.14 Expiration Dates Aignst 19, 2014 Approval Date: April 08, 2009 — Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc:, Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04- 0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 Manuel Per Product Control E NOA No. 0 i 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06-1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. Manuel er Product Control E NOA No. 09-0 -:.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -2 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDTIIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INCLUDING B)T NOT LAMED TO AL SCREWS, THAT COME 8410 CONTACT WITH OTHER DISSTMIIAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE 005101N LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS 014 SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Ettgr. TIN. HUMAYWN FAA000 STRUCTURES FLA. PE 18837 0 CAN SEP 2 5 2008 PRODUCT Rt?' ... as cangdying with tics n rtudd Building cads Accopmca No Bap= Doc ALUMINUM TUBE MULLIONS id 8 El 3 g v 0 c LT 1 g1 o$ drawing no. M04 -05 (sheet 1 of 7j CL0007 X125 root 1.5.125 1.-1.500-1 � r—a000- -{ . �125 I �-z00o— �yI �250 . 6.000 --4. x-125 6.000 ENIVINEERS & PRODUCT DEVELOPIMENT 1238 B.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2848100 FAX (308) 2828978 z a b - 4 -.250 2.000 �� 1E5 4.500 4.000 4.000 y a- .IBB 3.000 �g .590 2 X- 4___. - STD. MULLION 1 -1/2 X 4 -1/2 CUSTOM MULLION 1 X 3 STD. MULLION 6063 -16 1 X 4 STD. MULLION ALUMINUM TUBE MULLIONS 11 R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX (305) 592 -2184 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 6083 -16 63 -TF 6063 -16 6063 -T6 6063 -T6 2.000 _6013 .73p - .125 - 1.730 . .125 .125- - 2.125 2 .125 1 -I �. 2.000 - { 10111111111°'' � : 1 -3/4' MN. FOR 3' TUBES 2 -3/4' MIN. ALL OTHERS GLE LIP AN C 0 P1OTCH OPTIONAL F 5.500 NOTCH OPTIONAL - �/ MULLION �j °I CLIP 1° 5.500 NOTCH OPTIONAL - 1I0 \/ MULLION j CLIP ^�— . Z g °, a q a7 8083 -T6 - 6003 -I6- 8063 -16 p 1 •II YmgwiB� 1 .__. 1 ! Ems: (%t. N MOOR STRUCTURES RA PE / 16857 CAN. -3538 RODUCT IUi4....J the YladdO Do o 4:101i X14 ; : "ram>oi • . ( SEP 2 5 2008 drawing no. M04 -05 aheet 2 o 0ESIGN LOAD CAPACITY - P9F (TUBE MULLIONS) DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MTJLLIONS) WINDOW DIMS. WIDTH (w) MULL SPAN 1 X s STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 X 4-1/2 CUSTOM 2 X 6 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 1 4 -1/2 CUSTOM 2 X 8 820. 2 X 6 HEAVY WINDOW DIMS. MULL SPAN 1-1/2 4-1/2 mem HEAVY 19 -1/8" 26 -1/2' 30" 37' 42" 48' 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 150.0 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8' 29 -1/2' 30' 37' 42' 48" 54' 80' 86' 72" 74 -1/4' 74.6 150.0 130A 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 38.5 82.8 120.7 150.0 150.0 150.0 33.9 72.8 106.4 150.0 180.0 150.0 29.7 83.7 93.1 150.0 150.0 150.0 28.4 58.8 82.7 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.8 48.3 97.7 136.7 131.0 150.0 42.5 62.0 125.3 120.1 150.0 30' 48" 37.9 55.3 123.8 150.0 150.0 27.3 89.3 111.0 150.0 24.1 98.1 150.0 25.2 56.4 128.7 90.1 35.9 32.9 40.9 75.1 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54' 80" 88' 72" 50 -5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 115.5 150,0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 84.8 104.1 150.0 150.0 150.0 150.0 59.4 95.4 139.3 150.0 150.0 150.0 19 -1/8" 26-1 /2" 30' 42' 54" 60' 66' 72' 84' 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 116.4 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 28.8 57.1 83.4 150.0 150.0, 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 84.3 143.8(-141.8 150.0 39.1 57.1 127.8 125.1 150.0 35.2 51.4 115.0 112.8 150.0 32.0 48.7 104.8 102.4 29.3 42.8 95.9 93.8 150.0 19-1/8" 26-1/2" se 28.5 93.0 20.5 30.0 150.0 59.3 73.7 21.5 59.8 109.8 42.4 98.7 46.1 84.6 40.9 75.2 29.8 27.0 24.7 30.7 58.4 19 -1/8" 28 -1/2" 30" 37° 42" 48' 54' 60" 68' 72" 60' 141.3 150.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 150.0 90.1 150.0 150.0 150.0 150.0 150.0 73.0 132.2 150.0 150.0 150.0 150.0 64.3 116.5 150.0 150.0 150.0 150.0 56.3 101.9 148.8 150.0 150.0 150.0 50.0 90.8 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 37.5 87.9 99.2 150.0 150.0 150.0 19 -1/8' 29 -1/2' 30" 37' 42" 48' 54" 60" 68" n' 98" 34.5 74.0 108.1 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 22.0 47.2 68.9 150.0 150.0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 49.2 110.1 123.2 150.0 29.5 43.1 96.3 107.8 150.0 28.2 38.3 85.6 95.8 23.8 34.4 77.1 86.2 21.4 31.3 70.1 78.4 28.7 64.2 71.8 132.0 28-1/2" 42" 48" 21.9 32.0 71.8 23.1 51.7 118.0 20.4 45.7 56.8 104.3 37.0 46.0 74.5 28.5 35.5 25.4 57.9 22.8 28.4 52.1 20.8 25.8 23.7 19 -1/8" 26-1/2" 30" 37" 42° 48" 54" 60' 66" 72' 83" 122.1 150.0 150.0 150.0 150.0 150.0 88.1 150.0 150.0 150.0 150.0 150.0 77.8 147.9 150.0 150.0 150.0 150.0 93.1 119.9 150.0 180.0 150.0 150.0 55.8 105.9 150.0 150.0 150.0 150.0 48.8 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 150.0 38.9 73.9 108.0 150.0 150.0 150.0 35.4 87.2 98.2 150.0 150.0 150.0 32.4 61.8 80.0 150.0 150.0 150.0 19 -1/8" 28 -1/2' 30' 37' 42" 48' 54" 80' 86' 72' 108" 24.2 51.9 75.9 150.0 150.0 379 54.8 122.8 150.0 150.0 33.1 48.4 108.3 134.5 150.0 28.9 39.2 87.8 109.1 150.0 23.7 34.6 77.3 96.1 150.0 20.7 30.2 87.7 84.1 150.0 28.9 80.1 74.7 137.3 24.2 54.1 87.3 22.0 49.2 81.2 112.3 20.2 45.1 561 NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO ITE MITCRITTED ORME RECTANGULAR SHAPE W2 HORIZONTAL 14U11.105 PRGDUCfl '''\ VERTICAL ON a GLAZING PRODUCT PRODUCTG N s W2 HORIZONTAL 14U11.105 PRGDUCfl '''\ ; GLAZING PRODUCT GLAZING PRODUCT gl MULLION SPAN F1A. PE IL 18557 PRODUCT REVISED Butbling Code Data Olt fro 8 ft 0 Oirli tn Mcvx ALUMINUM TUBE MULLIO 1 8 8 1 drawing no. M04-05 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AA4 B2 B4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 B2 B4 WIDTH (W) MULL SPAN A4 B2 19 -1/8' 26 -1/2" 30' 37' 42' 48' 54' 60° 66' 72' 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 119.8 150.0 86.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 99.9 150.0 19 -1/8" 26 -1/2" 30" 37• 42' 48' 54' 80• 66' 72' 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 79.3 150.0 121.6 150.0 100.4 150.0 69.8 139.8 107.1 150.0 88.8 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.8 48.6 97.7 75.0 150.0 61.9 123.9 44.4 88.9 68.2 136.3 56.3 112.6 40.7 81.5 62.5 125.0 51.8 103.2 se 94.9 150.0 120.2 150.0 68.5 105.1 150.0 150.0 60.5 121.0 92.8 76.6 150.0 49.0 98.1 75.2 150.0 62.1 124.3 43.2 132.6 54.7 109.5 37.8 58.0 116.0 33.6 67.2 51.6 85.2 30.2 27.5 60.5 46.4 55.0 422 84.4 76.6 69.7 25.2 50.4 31.9 63.9 19 -1/8' 28 -1/2' 30' 3r 42' 48• 54° 60• 88' 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 116.2 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.8 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 85.2 130.3 100.0 150.0 82.6 150.0 59.7 119.5 91.7 150.0 75.7 150.0 19 -1/8" 26 -1/2' „- 42• 48' 54' 80" 66' 72" 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 88.4 150.0 150.0 132.6d 180.0 123.9 150.0 109.5 150.0 70.1 140_f 1075 150.0 88.8 150.0 81.7 54.0 48.0 123.4 18:0 , 96.0 94.7 62.9 73.7 150.0 ggib 147.3 78.2 88.4 80.8 150.0 138.9 121.7 43.2 88.4 86.3 132.6 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 36.0 72.0 55.2 110.5 45.6 91.2 88.2 150.0 132.3 150.0 109.3 150.0 124.5 95.5 150.0 78.9 150.0 55.0 69.7 139.3 89.2 58.5 113.0 39.3 78.5 120.5 49.8 99.5 34.4 68.7 105.5 43.5 87.1 93.7 38.7 77.4 27.5 55.0 42.2 84.4 34.8 69.7 50.0 38.3 31.7 45.8 70.3 29.0 58.1 19 -1/8" 26 -1/2' 30" 37' 42" 48• 54' 60' 88" 72" 60' 150.0 150.0 150.0 150.0 150.0 150.0 138.9 150.0 150.0 150.0 150.0 150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 88.4 150.0 132.8 150.0 109.5 150.0 75.8 150.0 116.0 150.0 95.8 150.0 87.2 134.4 103.1 150.0 85.2 150.0 60.5 121.0 92.8 150.0 76.8 150.0 58.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 83.9 127.7 19 -1/8• 26 -1/2' 30' 37' 42' 48' 54' 80' 88• 72" 98" 118.8 150.0 150.0 150.0 150.0 150.0 85.6 150.0 131.3 150.0 108.5 150.0 75.6 150.0 118.0 150.0 95.8 150.0 81.3 122.8 94.1 150.0 77.7 150.0 54.0 108.0 82.9 150.0 68.4 138.9 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 84.4 128.9 53.2 37.8 75.6 58.0 118.0 47.9 95.8 34.4 88.7 52.7 105.5 43.5 87.1 31.5 63.0 48.3 96.7 39.9 79.8 fir 79.1 150.0 121.3 150.0 1002 150.0 57.1 114.1 87.5 150.0 72.3 144.6 50.4 100.8 40.9 62.7 150.0 63.9 127.7 103.6 36.0 72.0 55.2 110.5 45.6 91.2 31.5 63.0 48.3 39.9 79.8 28.0 410 85.9 35.5 71.0 25.2 50.4 77.3 31.9 45.6 352 70.3 29.0 21.0 42.0 322 28.8 53.2 19 -1/8• 26 -1/2' 30° 37' 42" 48' 54' 60' 66" 72' 63' 150.0 150.0 150.0 150.0 150.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 148.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 823 150.0 128.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128.0 982 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 148.0 82.4 104.7 80.3 150.0 66.4 132.7 48.0 96.0 73.7 147.3 60.8 121.7 19 -1/8' 26 -1/2" 30' 37' 42• 48' 54' 80" 69• 72" 108' 105.4 130.0 150.0 150.0 133.6 150.0 78.1 150.0 116.7 150.0 86.4 150.0 87.2 134.4 103.1 150.0 65.2 545 109.0 83.6 150.0 89.0 138.1 48.0 98.0 73.7 147.3 80.8 121.7 82 OR 134 42.0 84.0 64.4 128.9 83.2 37.3 74.7 57.3 114.6 47.3 94.6 33.6 87.2 51.8 103.1 42.6 85.2 30.5 61.1 48.9 93.7 38.7 77.4 28.0 58.0 43.0 85.9 35.5 71.0 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS GLAZING PRODUCT VERTICAL PRODUCT \_82 OR 84 ANCHORS 2 ANCHORS TYPE AZ 44, 82 OR B4 INSIDE RECTANGULAR SHAPE BE INSCRIBED '7 PRODUCT 1,\J ," , .S 0IAZMO PRODUCT ....%,..... ‘ ANCHOR /1 GLAZING PRODUCT ANCHORS 1YPE A2, A4, 82 OR 84 MUUJON SPAN Env OR. HUSLEVOLIN fiaar SIRUCTURES FLA. PE 16557 CAN. MN SEP 25 2008 PRODUCT REVISED 0:421p1yiag with Ito Florlda BuldIng Cod* Ago:plow No .1 FE gi 1M1cc mel ALUMINUM TUBE MUWONS 3 Eli M04-05 1/4' HILTI KWIK CON 0 t /4' HILTI KINK CON 0 1 -1/4' MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY 1 -3/4' YIN. 2 PER CUP (1 ON EACH YANG) 1 PER ANGLE 1/4' HILTI KWIK CON 0 1/4' HIL71 KWIK CON 0 1 -3/4' 1 -1/4' MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE ' �, g g AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 12313 S.W. 87 AVE MIAMI, FLORIDA 33174 Il TEL (305) 284-8100 F53. (305) 2626978 EDGE DIST. EDGE DIST. 3 �Jfi ''ii 11 II MIN. ''ii 11II �^ 1BY WOOD BUCK I I 1 I I I I I I IL I 1 1 I I I I I an 2 X 2 X 1/B' ALUM ANGLE F L O A T I N G CUP A14 5115 2 ANGLE 1 -3/4' O.C. MIN. i I j I I I I I U U I I 1 1 2 X 2 X 1/8' ALUM ANGLE a 1 B WOOD BUCK FLOATING CUP /14 SMS PER ANGLE 1 -3/4' O.C. YIN. j 1 i{ I I I I ' U 1 I 1 1 KWIK CON 0 1/4' HILTI KWIK CON 11 PENETRATION 1 -3/8' MIN. WOOD PENETRATION EACH WINO) 1 PER ANGLE '_ FOR 3' TUBE KWIK CON 11 PENETRATION 2 PER ANGLE 1/4" H0.T1 1-3/8" MIN. WOOD 1' MIN. 2 PER CLIP (1 ON 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES t/4' HIL71 KWIC CON 0 1/4' ROUT 1-3/8' MIN. WOOD PENETRATION 1-3/8' lAN. WOOD 1"MMI . 1" MIN. 4 PER CUP (2 ON EACH WING) ALUMINUM TUBE MULLIONS R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TN AVE. MIAMI, FL 33122 TEL (305) 592 -1515 FM. (305) 592 -2184 EDGE DIST. DIST. i�� uiuiru 'q�d' i "; lip �II.J'p� ; 1 I I iv P-- IA 1 I 28Y WOOD BUCK WOOD STRUCTURE 1 1 I I i 1 I I MP \ 1L• ; ; .. •''11 FLOATING CUP %14 SMS 2 PER ANGLE 1 -3/4' O.C. YIN. 1' jj j IU IUI 1 1 1 1 1 I 2 X 2 X 1/8' ALUM ANGLE 28Y WOOD BUCK WOOD STRUCTURE 1 1 1 1 11 1' 1 I 1 I I I 1 1 FLOATING CUP + 2 PER #1 ANA 1 -3/4' O.C. MIN. 11 11 1 1 1 1 j / ALUM2AX 1/8" .g i l ggy ITc y C g i i E g 1 FOR 3" RIEtE JY 1 -3/4' MIN. 2 -2/44" O.C. MIN. FOR ALL OTHER TUBES _ � ANG1- ORS -- TYPE -�74` _. � EDGE DIST. f' ' g , e L * ,+� Engn w6 HUMMUN Im1000 �C.N.I5 ' 8557 SEP 2 6 2008 PRODUCT REVISED complying Bwiththe Florida Accepts= No t • ' `O 2 : „ /„ :Mgt/ •�1. /i.._ .1 ALTERNATE ANCHOR LOCATION i drawing no. ( M04 -05 MULLION CUP ALL CUPS TO FE SNUG INTO TUBE MIALONS. TAPCONS MAY HEX OR FIAT HEAD. ANCHORS 'TYPE '142' (sheet sof 7 sheet 6 of 7 ) 2 -1/2' MIN. EDGE DIST. 1/4' Han KWIT CON I 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) MASONRY OR CONCRETE MASONRY -OR CCONCRETE • 2 -1/2' MIN. EDGE 01ST. 2 1/2' MIN. MIN. EDGE DIST. ANCHOR LL�Tn� MULIJON CUP FLOATING CUP 1/4' HIL11 KWIK CON II 1 -3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 1 g14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN, FOR 3' TUBE 2 -3/4' 0.C. MIN, FOR AU. OTHER TUBES 3 SCREWS PER ANGLE • 3' MIN. 1/4' MILT! KWIK CON II 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'AA2' 1 II I II UL{ 2 X 2 X 1/8' ALUM 2 -1/2' MIN. EDGE DIST. 1/4' Han KWIK CON n 1 -3/4' MIN. EMBED 8110 MASONRY 3, 4 PER CLIP (2 ON EACH WING) MN. a ALL CUPS TO AT SNUG INTO TUBE MWIONS. TAPCONS MAY BE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AVOW- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE I E HACRRATE LRCQUER. 1/4' Hail KWIK CON 11 1 -3/4' MN. EMBED INTO MASONRY 2 PER ANGLE MASONRY OR CONCRETE FLOATING CUP Last 14 SMS 2 PM ANGLE 1 -3/4' 0.C. MIN. FOR 3' TUBE 2 -3/4' 0.C. MN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'AM! Engr: DR. NuMAYOUN FAR000 STRUCILIRES Wt. PE 38 SEP 2 5 2008 2 X 2% 1 8 ALUM N4 PR yinawLh with Florida Boadia8Cada ANo • r .. SZ Rg m. 87k h r~ ALUMINUM TUBE MULLIONS 3 a zz_ °Q N u1M XI r,) z .§ dsi- c N m F gshE A c m 0 s u 1 drawing no. M04 -05 METAL STRUCTURES (STEEL OR ALUM. STEEL : Fy a ALUMINUM : 6083 II - - 1/8" MIN. THICK) 38 KSI M1N. -T5 MIN. -- 14 SMS PER CLIP (1 ON EACH li OR 1/4' TENS WING) (1 /14 SYS OR 1 PER ANGLE 'II 1/4' TEKS METAL STRUCTURES (STEEL OR STEEL : Fy ALUMINUM ' ' ALUM. 1/8' MIN. - 38 KSI MIN. : 6083 -T8 MIN. II- THICK) II ii /14 SYS OR 1/4' TEKS 4 PER CUP (2 ON EACH WING) ii it B14 SMS OR 1 PER ANGLE 11 1/4" MKS , a AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (306)264 -8100 FAX. (30S) 262.8978 _U - -- - -_., - - -- '.:, - - - -- - - -- - ;,_ - - -- .,,. - -- - - - -- ;. , .,- ; -: i X 2 X 1/8• ANGLE Kt ., I 1 - 1irg- NM 1- I I \ 1- I I I I I 1 FLOATING CUP 14 SMS 2 PER ANGLE 11 1 1 11 { I I U U 1 I I 2 ALUM 1 FLOATING CUP p14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. 1' �1 I I �� LI U 1 '/ ALUM2ANGLE8 1 0.C. MIN. FOR 3' TUBE -3/4' 2-3/4' 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' ANCHORS TYPE 'B2' ALUMINUM TUBE MULLIONS )I t R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (305) 592 -1515 FAX. (305) 592 -2184 �) ®14 S.M.S. 2/ CHANNEL. TUBE MULLION '�71 g10 F.H. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MUUJON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION 1,1 1 j I TUBE MULLION 1 � I 1 1 OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 1 -1/2' // 2 f�ER O.C. FH SYS PER ININ O.C. MIN. CUP FBN. r-- SPIg ilil ii THIS SCREW METALLED DIRECTION ..... i 2. CAN UN ERHER qp,+ to Wd�b BE . I 1 I 1 I I //10 3 1' 11 I I I Emir: .agsog 3 11 y < m 0 5--. f # b ^ � k I v ^.- h .� 1-3/4" X 2' X 1/8" (FOR 28Y TU� 3/4' X 2 X 1/8" FOR ((1 TUBE) CUT TO FIT SNUG PORDEATUBEE ANCHOR DETAIL #1 CR. F LIMA N FLA. PE e 16887 CAN. IBM �� R BASBIc{COBo Aaaeyo....., 'O .(' '' ��/� ' ' ,.. al, .. , . �f i - .'.:.. P1odWY • • �.... ': ,'.. , f//'� /J� 6 2008 1 S wowing no. M04 -05 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4' TO VERBY CAPACRY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS sheet 7of 7 M IAMIDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 42007 6200" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 06- 0117.02 and, consists of this page 1 and evidence pages E -1, E -2, E -3 and E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www .miamidade.aov/buildinacode.com 1. vtlo NOA No 07- 051602 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, 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 a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 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 a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Jaime D. Gascon, P. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011 Z02" 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 11. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 01- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" C. CALCULATIONS 1. Revised Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11/11/05, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by AI Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 06-0117.02" E -3 Jr Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -4 Jaime D. Gascon, P. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 6" MAX. FROM ENDS 12° MAX. HEAD /SILL FALSE NUNTINS SURFACE APPLIED OPTIONAL 11 II 11 II 11 II II II u 11 11 U -- =t-- =1t-- =1t-- =yt=== 11.= == n � II II .., . it II ===-1irL===yt== =yt'. = ==yt===-Ji ... 11 II II I1 11 II II 11 li II II II 11 II II II II II n II 1I u n 11 II 11 70 13/16' GLAZING STOP (3/6° GLASS FRAME HEAD /SILL GLAZING STOP (7/16" GLASS WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT GLAZING STOP (CIRCULAR WOW.) NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. rW. WIDTH -I W. WIDTH _ as comply:,,.: svi.4 the Florida Building Code Acceptance NoO ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. drawing no. W02 -55 sheet 1 of 6 ) 1/8° ANNEALED GLASS .015" ADHESIVE BY S.I.C. 070° POLYCARBONATE SAF —GIAS .015° ADHESIVE BY SJ.G. 1/8" ANNEALED GLASS SILICONE SCHNEE — MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/16" ANNEALED GLASS .090 PVB INTERLAYER SOLUTIA SAFLE% /KEEPSAFE 3/18" ANNEALED GLASS SILICONE SCHNEE— MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'A' 5/16" OVERALL SILICONE SCHNEE— MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 3/16° HEAT STR. GLASS .015" ADHESIVE BY S.I.G. .070" POLYCARBONATE SAF —GUS .015" ADHESIVE BY SJ.G. 3/18' HEAT SIR. GLASS SILICONE SCHNEE—MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'H' 7/16" OVERALL 1/8" HEAT SIR. GLASS .015" ADHESIVE BY S.I.G. 070" POLYCARBONATE SAF —GLAS .015" ADHESIVE BY S.I.G. 1/8" HEAT STR. GLASS z 1/8° HEAT STR. GLASS .090 PVB INTERLAYER SOL.UTIA SAFLEX /KEEPSAFE 3/18° HEAT STR. GLASS SIUCONE SCHNEE — MOREHEAD SM 5731 SILICONE DOW CORNING 899 SCHNEE — MOREHEAD SM 5731 TREMCO SPECTRUM 2 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'C' 5/18" OVERALL GLASS TYPE 'O' 13/32" OVERALL SIUCONE SILICONE SILICONE SCHNEE— MOREHEAD 5731 SCHNEE— MOREHEAD 5731 SCHNEE— MOREHEAD 5731 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 3/16° HEAT STR. GLASS .090 PLASTIC INTERLAYER DUPONT SENTRY GLASS PLUS 3/18" HEAT STR. GLASS 3/18" ANN. GLASS 3/18" HEAT SIR. GLASS .090" INTERLAYER DUPONT BUTACITE PVB .090" INTERIAYER DUPONT BUTACITE PVB 3/18° ANN. GLASS 3/18" HEAT SIR GLASS SILICONE SCHNEE — MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLAZING STOP CIRCULAR WDWS. SILICONE SILICONE SILICONE SCHNEE— MOREHEAD SM 5731 SCHNEE — MOREHEAD SM 5731 SCHNEE — MOREHEAD SM 5731 SIUCONE DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 SCHNEE — MOREHEAD STA 5731 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE 'El' 716" OVERALL GLASS TYPE 'E2' 7/18" OVERALL GLASS TYPE 'F' 7/16" OVERALL GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUiitto ARE NOT REQUIRED SEE SHEETS 3 & 4 FOR CAPACMES GTaAS.4 -TAPE 'G' f18" OVERALL Engr: DR. HUMAYOUN PAR000 STRUCTURES ILA PE t51388357 CAN. PRODUCT RFAMWED es cmµ... ...Milts Florida Building 1.:,a: Accept9 ce No D Date • :Ff ',Fr. j Division ct m fZJi o 0 F g g u N g& g4 I.. th n 40W i z .0s � oaMm ?� m � O 0 10 A 1 drawing no. 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P: 0 o P n R 0 P. n 0 0 n P o R P n 0 0 n P 0 0 n P. 0 R P n O O IP n O O n n O O P ■ G R P n O G n Pd C O P n N m n n 0 0 0 0 0 0 0 0 0 0 0 .nPOPnPPnOnP°.OnP'OPP. 0 0 0 0 0 0 0 0 0 0 °OnnP.RaP.°nnP 0 0 0 0 00000000 PP.°OPlz N m G NI- 3g222888222 LI - O m poi 9999999:99:9 ID 2222222222 po 00 222113222222222222222222 9099999.09999999949999 + R O O O o R o 0 0 0 0 82288 0 0 0 0 0 0 8882g82222222222282 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 GLASS TYPE 'C' is o • n R o n n 0 0 n n 0 0 g n 0 0 n n 0 0 n n 0 o n n • •mg 0 0 n 0 n x 0 x n 0 0 n n x x 0 0 •n° n 0 m x 0 x •g^ 0 x x x — 0 �g 0 0 0 0 pIngg 0 0 0 0 �0 0 0 ^0nss^ROxxnRnxxgRmxxgRxxx 0 0 o a 0 0 0 0 0 0 9 o m o 0 II • DESIGN LOAD CAPAC W o 083 8 8 8 3 2 2 0 8 31; 0R x R O 3 0 N m x o x s O N s x x O O s 8 x x o x 8 0 8 x x x + •0 g 8 0 0 2 8 0 0 a5 3 0 o 8 g R 2 r2 R R w2 2 0 ry 8 2 o x D o s ry s x 000 x 3 3 3 x x O 0 em: x x 0 x li 0 ii x x x I GLASS TYPE 'B' . 1 . 0 3. 0 0 3g 0 0 3 83 0 0 33 0 0 0 x 3 0 0 3 3 x x 99 3 3 x x 0 x 03' 0 3 x x x 0 3 x x x 0 x g x x x x 8 1 1 e s g 8 8 8 m x 8 8 8 x x m 8 x x x 8 $ x x x 8 x x x x x x x x 1 GLASS TYPE v 0 8 F. 0 0 3 8 0 qH 8 tl D O s g 100 N f. 3 0 x 3 0 0 0 x x 0 ', pj ro x x O x g m MI p• x 10 x x O s x x x O x s m x x x x v o t m Qi R 0 e 8 o R 8 m R 1d 8 m 10 G1 ^ 0 2 e0. x 2 6 m\ x x 0 m • m m x x x y tO p x iD x x 2 x C x x x pj t0 x x x x g on lo N n 1 R R a It \ i o. m m '� ~ 2 N m O n♦ 2 tV 2.4 h n tS ..f.'28 1 n 'f e W i :i µ. 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C 0820.07 NO CHANCE THI5 SHEER PW- 4200/82o0 ALUM FIXED WINDOW (IMPACT) LAWSON INDUSTRIES 8501 N.W. 90TH STREET MEDLEY, FL. 33180 TEL (305) 898 -8880 FAX (305) 896 -6006 AL— FAROOQ CORPORATION ' ENGINEERS, PLANNERS & PRODUCT DESIGN a'�. 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 252 -8978 ( COMP - ANL \W02 -55U) a 8 • g METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL ;Tye 36 KSf ME4. ALUMINUM : 6083 —T5 MIN. WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING :cum= =Ns INTO 213Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU.TBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4` MIN. EMBED INTO MASONRY OR CONC. jaluammusnat. juLnaullgums INTO METAL STRUCTURES we MIN. THICKNESS) MO X 3/4' SM{S INTO APPROVED MULLIONS (NO SHIM SPACE) INTO CONCRETE AND MASONRY m 1 -1/4° MIN. INTO WOOD STRUCTURE m 1' MIN. INTO METAL STRUCTURE m 1/2° MIN. SEALANTS• FRAME AND VENT CORNERS AND INSTAUATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. #10 X 3/4' SINS USE WITH CHART FOR I /4° ANCHORS STRUCIURES FE t PRODUCT RENEWED CJ Bulktim C.X. p� yksw hbU Florida F1 i Owe 1 _Jt:lJr.. 1 11 drawing n W02 -5 5 of No; a 0 IV cn tn O 06 -08-02 1/Y - 1• (dr• M: M D iM METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy = 38 KSI MIN. ALUMINUM : 6083 -T5 MN. v 0 10 1 • N °a 1 1 gy� ®�y 1 1 x 1 1 G 1 i no date by descnptron A 03.05.02 SWAP OEM MAO 9 11.14.05 NO CHANGE 1104 SHEET 0 0.20.07 NO CANOE 11115 SNEE1 PW- 4200 /8200 ALUM FRED WINDOW (IMPACT)) LAWSON INDUSTRIES 8501 N.W. 90TH STREET MEDLEY, FL 33160 TEL (305) 898 -8860 FAX (305) 898 -8008 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 C COMP - ANL \W02 -55U) A