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WS-12-2074Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181076 Permit Number: WS -11 -12 -2074 Scheduled Inspection Date: January 28, 2013 Inspector: Bruhn, Norman Owner: ROSE, JOHNATHAN Job Address: 1259 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: GOLD COAST HURRICANE SHUTTERS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050090250 Phone: (954)472 -7766 Building Department Comments INSTALLATION OF 15 HR WINDOWS, 3 PICTURE WINDOW, 2 FRENCH DOOR, 3 MULLIONS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed jr2t /:71_r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2013 For Inspections please call: (305)762 -4949 Page 7 of 28 GOLD COAST HURRICANE SHUTTERS, INC. Miami Shores Village 6230 • Licenses,Permits & Inspections New Checking p/u permit NS —1 l -12 -20^1y 12/3/2012 119672 290.60 290.60 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Olt UI DING PERMIT APPLICATION Permit Type: BUILDING 1259 NE 98 St. JOB ADDRESS: FBC 20 IP Permit No. 5 ;�'' Master Permit No t 2— ROOFING City: 11- -250 Folio/Parcel #: County: 33138 Miami Dade Zip: X Is the Building Historically Designated: Yes NO Flood Zone: Johnathan�Rose 305 - 331 -1692 OWNER: Name (Fee Simple Titleholder):. Phone#: Addr x259 NE 98 St City p�: iami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name0Old Coast Hurricane Shutters, Inc Phone#: 954 -472 -7766 Addre5900 SW 43 St Ceavie State: FL Zip: 33314 Qualifier Nairfartin Chen Phone#: State Certification or Registration #CGC051844 Certificate of Competency #: Contact Phone§544774766 Email Address: erica @gchurricane.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 15,995 Square/Linear Footage of Work: Type of Work: ❑Addition II ❑Alteration UNew URepair/Replace ❑Demolition Description of Work: Installation of To impact norzontai romng winaows, 3 impact picture windows, 2 impact french doors, & 3 mullions Color thru tile: * * * * * * ** a, * * * * * * * * * * * *a��xa�+xx�+xx��xx�� *** ***FeesQ� ************ �xx� ****x��x*** ** *** * * *** * ** * **** • Submittal Fee $ _ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT FRS, 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 inspec • n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n approved d a r ' pection fee will be charged. Signature ' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 10 The foregoing instrument was acknowledged before me this t day ofCC+O1T0 121 by ±Y1' -I' �l tr>C, day of Cebbeir, 2012- by Nitaefin -: Carr-Cs who is personally known to me or who has oduced �-' 1)(°°' who is perso aallv wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NO LIC: Sign: Print s CCI Gam: 1 bL(e1.e My Commission Expires: .•```��rap NOTARY PUBLIC: Dice Guillaume . t*`' r' EE146QB2 My Commission Expires :Ar:..0 ca Guillaume Lc•tAl�!�15SI0+ ISSION#EE148V82 c EXPIRES; NOV, 14,2015 le q NOV. 14, 4 2015 **** * *** * *x*** *a*** *x gai,4 ** * *ALRONOA: :: m * *sas**** ax, xxaas xsa*** * **** * ** ** ** ***241 k** * ON 0 =1 APPROVED BY / /�✓ rvrZ Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954-831-4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: GOLD COAST HURRICANE Owner Name: MARTIN FRANCIS COHEN Business Location: 5900 SW 44 ST DAVIE Business Phone: SHUTTERS INC Receipt #:a ego -R82 CONTRACTOR Buslneas Type: coNTRAcTOR) Business Opened :04 / 0 3 /2 0 0 8 StatelCo u my /Ce rtReg : CG C 0 518 4 4 Exemption Code: THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS bi taxia vied -#or -the-p*ilege-of -d an _.�. non - regulatory in nature. You must meet all C and/or Municipality al fty planning and is and zoning requirements. This Business Tax Receipt must be transferred the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. ACORICY CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS UEO AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TH CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AM T` D, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CO A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER; IMPORTANT: If the certificate holder Is an ADDITIONAL INSU D, a Iaalicy(iesj must be en the terms and conditions of the policy, certain policies may require an endorsement A statement on certificate holder in Ileu of such endorsement(s). PRODUCER 305 -665 -2822 CO CF WEINSTEIN, JONES & ASSOCIATES 5916 PONCE DE LEON BLVD., #29 305. 66542 CORAL GABLES, FL 33146 RICK ROLFS CO' RAGE OLD COAST HURRICANE SH RS, INC, , GOLD COAST SHUTTER MANUFACTURING INC, 5900 SW 43 ST DAVIE, FL 33314 G'. ER: F ti NORM I__CE CO mum a. RICH ::._... %SRN EFIE R U R: THIS IS TO CERTIFY THAT THE POUCIES OF INSU DE U BELOW VEBEEN I ED TO THE INSURED NAMED A F THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR C0NDITi OF ANY CONTRACT OR OTHER. DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN; THE INSURANCE AFFO DEO SY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY 'HAVE E BEEN REDUCED BY PAID CLAIMS: ,,i. AOLI YNU VFGP001311 2 09101013 1,000,000 50,000 5,000 1, ,000 2,000,000 2,0 110, s 1,000,000 YiNJ Y(. HIRED tUT`O$ NOD -OWNED AUTOS 04101112. 04/0111 1, ©00,000 1,000,000 OGATEONB / VEM ACORD 101. I CERTIFICATE HO R CANC Miami Shores Village 1005 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 SHOULD ANY OF THE ABOVE DESCRIBED POLL THE EXPIRATION DATE THEREOF, NOTICI ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 28'(2009 REPRESENTATIVE 1 2009 ACORD CORPORATION. All rights The ACORD name l ire red marks of ACORD IN STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICEZSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 COHEN, MARTIN FRANCIS GOLD COAST HURRICANE SHUTTERS INC 6813 CASTLE MAINE AVE BOYNTON BEACH FL 33437-[6433 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's econom strong. Every day we work to improve the way we do business in order t serve you better For information about our services, please log onto www.myfiorlIaflcense.com. There you can find more information about our divisions and the r gulations that impact you, subscribe to department newsletters and learn more bout the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate F irly. We constantly strive to serve you better so that you can serve your cstomers. Thank you for doing business in Florida, and congratulations on y ur new license! DETACH HERE (850) 487-1395 BTATEOFFLORDA , AC, 6 icS 2 59 3 DEPARTMENT Or BUSINESS AND PROFESSIONAL GMTATIOW tC051844 IR 116011761 IS CERTIFS./ED sr`101Pr ..the PraViaions o ah.409 'Empitailate dates AUG 31, L12660501,011 . • „ 5 tggggmg:pgggjaNgtbkgftgggogmgo,.gs-ggowmggmgyqgmiSfgWYMMgXfPuwgtftngilxSii:iatkoiik4gdaikatiag. AC#._.61.52$9.3 STATE OF FLORIDA: -- DEPARTMENT. OF BUSINESS 2AND PROFESS': CONSTRUCTXON,INDUSTRYLICENSI. BATCH NUMBER LICENSE NBR T SEQ# L12060501011 06 05/2012 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of hapt Expiration date: AUG 31, 2014 COHEN, MARTIN FRANCIS GOLD COAST HURRICANE SHUTTERS 5900 SW 44TH ST DAVIE FL 33314 • RICK SCOTT GOVERNOR DISPLAY AS EQUIRED BYLAW KEN LAWSON SECRETARY Prenared by & Return To: GA Coast Hurricane Shutters Inc. Erica Guillaume 5900 Southwest 43rd Street Davie, Florida 33314 NOTICE OF COMMENCEMENT A REMNHDEO co P1f MUST BE POSTED ON TNE'JON SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO _,"- ____ — __ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance-with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN: 20120845759 BOOK 28371 PAGE 2110111■ DATE:11/27/2012 08:59:17 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY Name and address of fee simple titleholder: 4. Contractor's name, address and phone number Gold Coast Hurricane Shutters. Inc. 1954) 472 -7768 5900 SW 44th Str.et. Davie. FL 33314 5. Surety: (Payment bond required by owner from contraotor, If any) Name, address and 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 served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 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 1 • TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU; 'TICE . ��' MENCEMENT. Signature(s) of ) or t ' Authorized Officer/Director/Partner/Manager Prepared By 4"-'-T Prepared By Print Name Print Name Tile/Office Titie/Offide STATE OF FLORIDA COUNTY OF MIAMI -DADE The y ifnlstru a acknowledged before me this 2 7.. day of or f of Y BY ❑ Indivally, or El _11/ for O Personally known, or I$) produced the following type of identificeti Signature of Notary Public: Print Name: (SEAL) . 2012- I. -Y. 7 • 1 • 7 [11 that a °aY "ra_ Erica Guillaume 4-N, e,oritdSS ON #E6146O62 Under penalties of perjury, I declare I have read the foregoing and `LEXPtR�s: NOV. 14, 2015 that the facts�ieted In it are the best of my knowledge and belief;' °'�* vAvW.AmoriNOTAIfformt Sign $ s) o w e j's Authorized Officer /Director/Partner/Manager who signed above: By By Owner(s) 1a3.01 -52 PAGE 3 9110 GENERAL AFFIDAVIT State of Florida County of Palm Beach Before me, the undersigned authority, personally appeared Lee Marie Dirr, who after being first duly sworn, deposes and says of her personal knowledge the following: 1. E- Recording Inc. is a Florida corporation filed with the Department of Corporations, State of Florida on July 14, 1988. 2. The sole function of E- Recording Inc. is processing legal documents for electronic recording in the Official Records. 3. E- Recording is the recording agent and processed the recording of the Notice of Commencement recorded in Official Record Book 28371, Page 2382 in Miami -Dade County, Florida. 4' The street address is the subject property is: 1259 NE 98 St, Miami, FL 5. The owner of the real property listed on the Notice of Commencement is: John Rose E- RECORDING INC. By Lee Mari Dirr, Associate Sworn to and subscribed before me this 27th day of November, 2012, by Lee Marie Dirr, who is persQally known to me or who produced identification, and did take an oath. Notary Public State of Florida t s ' 1 genre 5900 SW 44th Street • Davie, Florida 33314 .4,4 Browaxd: (954) 472-7766 • Dade: (305) 480-5885 • Pa lm Beach: (561) 365-5530 Fax (954) 587-1319 LICENSED AND INSURED LICENSE ti: 99-9142-AE-X r 04/09/2012 - 4:42pm gabriels F: \01 Project Flies \ 2010- MPS1400 Wind ChartsLReferencel00 -MPS10 -400 Series C &C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof 0 -15 ft DESIGN PRESSURES PS - ZONE 4 10 -43.4 +40.1 15 - 42.4 +39.0 20 - 41.6 +38.2 Trlbuta Area • Ft j(.1 i V lK '577-7' 1- 25 25 - 41.1 +37.7 30 -40.6 +37.2 0 -15 ft ft - 44.0 +40.6 - 43.0 +393 -42.2 +38.8 - 41.6 +38.2 -41.1 +37.7( - 46.4 +36.4 - 45.8 +36.1 - 44.6 - 43.5 - 42.8 -42.2 - 41.7 -41. _ w .447 --"" -47.7 +37.3 -47.0 +36.9 17 ft +41.1 +40.0 +39.3 +38.7 38.2 +37.8 - 49.2 +38.2 - 48.4 +37.8 - 47.6 +37.4 - 47.0 +37.1 - 45.1 - 44.0 - 43.3 - 42.7 -42.2 -50.8 - 49.8 44 - 48.2 18 ft +41.6 +40.5 +39.7 +39.1 +38 6t-:4 +39.1 +38.6 +38.2 +37.9 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 -50.4 : } - 48.8 20 ft -46.2 +42.6 -45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +393 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 - 45.5 - 44.7 - 44.1 - 43.6 - 43.1 -42.8 -42.4 -42.1 - 48.7 +38.4 +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 22 ft -47.1 +43.4 - 45.9 +42.3 - 45.1 +41.5 - 44.5 +40.8 - 44.0 +40.3 -43.6 +39.9 -43.2 +39.5 -42.8 +39.2 -42.6 +38.9 23 ft -47'5 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 -44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft -48.0 - 46.8 -46.0 - 45.3 - 44.8 - 44.4 - 44.0 - 43.6 -43.3 �a +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 +44.6 -47.2 +43.4 -46.4 +42.6 - 45.7 +41.9 - 45.2 +41.4 -44.7 +41.0 - 44.4 +40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 -5 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -49.2 - 48.0 -47.1 - 46.5 - 45.9 - 45.5 - 45.1 - 44.7 -44.4 -55.7 +42.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -56.2 - 493 - 48.3 - 47.5 - 46.8 -46.3 -50.8 26 ft r.-- .04�'iP'�►Fi +43.8 28 ft +.45.7 +44.5 +43.6 +43.0 +42 4 +40.3 27 ft + " 29 ft -49.9 - 48.7 - 47.8 -47.2 -46.6 -: j -58.8 `'�'' I -55.7 -543 +46.0 +44.8 +43.9 +43.3 +42.7 +45.7 `:... +43.6 ' +42.4 30 ft - 50.3 +46.3 -49.0 +45.1 -48.2 +44.3 - 47.5 +43.6 -47.0 +43.0 -59.2 +44.8 r . ^+. . ,,, -55.0 +42.7 �- -53.3 +41.9 -51.0 - 49.7 -48.8 - 48.2 -47.6 -57.9 +44.3 -56.5 +43.6 7'!!'r r / _ .f 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 -57.3 +44.2 -56.2 +43.6 r,. iv 35 ft -51.9 +47.9 -50.7 +46.6 - 49.8 +45.7 - 49.1 +45.0 -483 +44 5 ""�'' ^' gg p k 1 ,, , {{Y -54.7 -53.4 -52.1 -51.2 -50.5 499 49r��'r' +443 raj +43.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 -58.9 -57.9 -57.1 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 - 49.8 -49.5 +44.4 +503 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 -60.2 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 m z 0 O 4 F-� 8 0) v REMARKS INIT ISSUE REV- ADJUSTED HEIGHTS DRWN CHKD GSS TSB GSS TSB EXTERIOR ZONE 5 PRESSURES Mean Roof fight DESIGN PRESSURES (PSF) - ZONE 5 10 15 20 Tributary Area (Se Ft) 40 45 50 25 30 35 0 -15 ft 53.6 .1 -51.5 +39.0 -50.0 +38.2 - 48.9 +377 - 47.9 +37.2 - 47.1 +36.8 - 46.4 +36.4 - 45.8 +36.1 -45.2 +35.9 16 ft 4 � -54.4 +40.6 -52.2 +393 -50.7 +38.8 - 49.5 +38.2 - 48.6 +37.7 -47.7 +37.3 -47.0 +36.9 - 46.4 +36.6 -45.9 +36.4 17 ft -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 - 49.2 +38.2 - 48.4 +37.8 - 47.6 +37.4 - 47.0 +37.1 -463 +36.8 -55.7 -533 -52.0 -50.8 - 49.8 - 48.9 - 48.2 - 47.6 -47.0 +41.6 +403 +39.7 +39.1 +38.6 +38.2 +37.9 +373 +37.3 G -56.4 -54.1 -52.6 -51.4 -50.4 - 493 - 48.8 - 48.1 -47.6 19ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 IV. - 49.2 -48.6 21ft +43.0 +41.9 +41.1 °hI -` +38.5 -58.1 -55.8 -54.2 - ' e + , t 3 -49.0 22ft +43.4 +42.3 +413 +��e : nc° �a C 9.2 +38.9 -58.7 -56.4 -54.7 0.1 -49.5 23 ft +,43.8 +42.7 +41.8 + F� 39.2 -59.2 -56.9 -55.2 -5 . ` - ".. • -50.0 24ft +44.2 +43.1 +42.2 +41.6 +41 1 --' .2 +39.9 +39.6 ZS ft -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 .9 1:.6 i.4 iR 9.9 -60.2 -57.8 -56.2 -54 �e°° : @'° ... A -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56. +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -525 +41.2 -518 +40.9 -51.2 +40.6 8 ft -61.2 -58.8 -57.0 -55.7 -543 -53.7 -52.9 -52.2 -51.6 7 +45.7 +443 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +413 -52.0 +41.2 0 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +443 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 }} -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -553 -54.7 -541 r' +47.9 +46.6 +45.7 +45.0 +443 +44.0 +43.6 +43.2 +42.9 tn. -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +473 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +47.5 -60.4 +46.9 -59.4 +46.4 -583 +45.9 -57.7 +45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -703 -67.7 -65.8 -64.2 -63.0 -613 -61.0 -60.2 -593 +52.7 +513 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05112 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CER i IFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE C R USE OF CRITICAL C• •- - ='`G 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10' SHA ,•. 4. IDENTIFY THE B CANNOT BE IDENTI 5. ALWAYS ROUND 6. CALCULATE THE TRI1 -...e THE SPAN LENGTH (HEIGHT) M THAN ONE- THIRD,.b, SP) OPENINGS ONLY- AREA OF AN OPE BE USED. ALWAYS RO MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. ING IN QUESTION (HEIGHT * WIDTH) OR EFFECTIVE WIDTH THAT NEED NOT BE LESS ,, THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY • CRITICAL (10 SQUARE FEET) SHALL TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH B SH D, E ` -""' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE W11FI CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +J -D.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR•. �, )ING WIND VELOCITY, EXPOSURE, AND OTHER N s ND VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF • iTL t�' [�.. �ie i"iyP. JAVA WHICHEVER IS SMA t �� .,„ (9F LEAST HORIZONTAL DIMENSION OR 3FT ( QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a 11 WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #10.6 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 58885 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade. County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwwv.miamidade,gov /sera/ DESCRIPTION: Series "118-8700 (Flange Frame)" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01 /25/12, prepared by manufacturer, 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 and Small Missile Impact Resistant 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 # 11- 070510 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. SP1► NOA No. 124127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10', of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding Window, XOX (1/4, 1 /2, 1/4 and 1/3,1/3., 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI -10 -3048, HETI -10 -3049, HETI- 10- 3049I, HETI -10- 3050, HETI -10- 3051, HETI- 10- 3052B, HETI -10 -3053, HETI -10 -3056, HETI -10- 3057, HETI -10 -3130, HETI -10 3131, HETI -10 -3223, HETI -10 -3224, HET -10- 3225, HETI -10 -3226 and HETI -10 -3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido P. Font, P.E. and Rafael E. Droz-Seda, F.E. (Submitted wider previous NOA No. 114705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resi$tance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding Window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI-08-2034, HETI - 08 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI -08 -2116A and HETI- 108- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 41706.05) E -1 Mannel"Pere Product Control E mi r NOA No. 12 -0 .08 , Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FTL -3098 and FTL -3364, dated 12/06/01, 12/11/01 and 0.1/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 0- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas . Sotos, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® I'VB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11- 705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Al inum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 0 /11/12. Manue Pere Product Control Exa NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2412 E -2 0 CD 4GD I `\ . C \\ \, \.. - -Q\\• L. Oa 0 . II� // / %/ . /j.. NOTE: XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS- SECTION DETAILS "A, Al. 3, & BI" REFER TO SHEET 93 3) FOR HORIZONTAL CROSS- SECTION DETAILS "C, D, & Ir REFER TO SHEET 94 ) REFER TO SHEET 8 OF 10 FOR DEMON LOAD CHARTS AND NOTES. XOX -Equal Lite (1/3- 1/3 -1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS- SECTION DETAILS °A, Al, B. & BI" REFER TO SHEET 93 3) FOR HORIZONTAL CROSS- SECTION DETAILS "D. & . 2" REFER TO SHEET 95 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, .// O . C \ k» \`. 110 \` N \ \\ -.\\, 11 . II� // / %/ . /j.. 0m V� XOX -Equal Lite (1/3- 1/3 -1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS- SECTION DETAILS °A, Al, B. & BI" REFER TO SHEET 93 3) FOR HORIZONTAL CROSS- SECTION DETAILS "D. & . 2" REFER TO SHEET 95 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, .// O . C . . // / . ./ NOTES: XOX - lltl -Equal Lite (1/4- 1/2 -1/4) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS- SECTION DETAILS "A. Al. B. & 21" REFER TO SHEET 93 3) FOR HORIZONTAL CROSS - SECTION DETAILS "D, & E" REFER 70 SHEET 98 4) REFER TO SHEET 7 OF 10 FOR DESIGN 1.0AD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TONNE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEEN $8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs 98, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A. C, OR 0" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAUS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SKEET 8 FOR DESIGN PRESSURES ON "140 or OX" WINDOWS. 10.) SEE SKEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & D1T. FALSE COLONIAL 141/147INS ARE OPTIONAL & AND ARE APPLIED 1/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEER 93, 4 & 5 FOR DETAILS & NOSES) WOOD BiUC BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 1I.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 184 SEE SHEET 9 8 FOR MULLION /METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17,) MULLING HORIZONTAL SLIDINO WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED WINDOWS 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. 18.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUCTRBYISBD as aornpIyingoriththaFinrida BuildlugCodo Acwptaaae No Expiration S 11 1 1 'TEST UNIT SIZE: 111" X 83" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP (8) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP A (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 13 & TEST UNIT SIZE: 111° X 83" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD 1F DP ABOVE 70.0 (B) 10 AT EA. FRAME 311.1. (14 AT FRAME SOJ. IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE 13 & 14. WOVE 7aa) LOVE 70.0) 88 3/8' OVERALL FRAME WIDTH 1_olt_Ol O. t1. D al IAIt71< 84 3 /B' INTERIOR F urRi�s 1 •/- 70PSF 4 ' FRAME o (4 TOTAL) 11373' tNA1L q.C.) WIDTH p ADOVE l ' e 14. B 83 ! sAL+' ,- )bxv 4dih /// .' j•� ^ C = 1 S.: 131/4• 114 / ///1 '1 �/ *4;: n D, . /// r r�a�. II It C !! 1 > t,�s. ¢— 1 i I I J L SAME ANCHOR SPACING AT HEAD 6 SOU.\ 1 �— MUKri1 -. E z,1,; WI 8 TVD ADDITIONAL A)R3i0RS REQUIRED OP AT AABBOVE NG RAILS FOR UNITS WITH V/ SIL ... [ITEg VER__ 1COX"— WINDOW EQUAL LITE -.._.- - -- IiSEF'TICAL CROSS - SECTION DETAILS 'A. A1. B. 1 91' AT SHEET 43 B. SEE HORIZONTAL CROSS - SECTION DETAILS •C. D. 6 E' AT SHEET 88 1 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TV0 ADDITIO FOR UNITSAWITH Fan. 0.C71 1C4 TOTAL j (IDw. O.CJ 1 7v TEST UNIT SIZE: 74° X 83' 1218TAIJATION FASTENERS• (A) 8 AT FRAME HEAD (8 A DP T FRAME 8111. (8) (8 AT FRAME SD.1. W (C) 8 AT EA. FRAME J •8821 GENERAL N AT 74' OVERALL FRAME 73 INTERIOR FRAME WIDTH �^� {/— ADOtr ANCHORS ' E 1 i l^�• /- 7DPSFf4 TDTUBS ANCHEE F111TFE. - L SAKE ANCHOR SPACING AT HEAD 6 SILL\ 2. TVO ADDITIONAL ANCHORS REQUIRED AT FLEETING. RAILS FOR 1AOTS WITH DP ABOVE • / - 70PSF C4 TOTAL) __.. "XO" WINDOW EQUAL LITE - Nmr& ( "0X° REVERSED ) 1. SEE VERTICAL CROSS - SECTION DETAILS N. AL D. & Di' AT SHEET 03 2. SEE HORIZONTAL CROSS - SECTION DETAILS T. D. 6 E' AT SHEET n4 SERIES -8700 HORIZONTAL SLIDING WINDOW D.LO. WI4 1_olt_Ol O. t1. ti 33 lit- � II ANCHEE F111TFE. - L SAKE ANCHOR SPACING AT HEAD 6 SILL\ 2. TVO ADDITIONAL ANCHORS REQUIRED AT FLEETING. RAILS FOR 1AOTS WITH DP ABOVE • / - 70PSF C4 TOTAL) __.. "XO" WINDOW EQUAL LITE - Nmr& ( "0X° REVERSED ) 1. SEE VERTICAL CROSS - SECTION DETAILS N. AL D. & Di' AT SHEET 03 2. SEE HORIZONTAL CROSS - SECTION DETAILS T. D. 6 E' AT SHEET n4 SERIES -8700 HORIZONTAL SLIDING WINDOW 13 U4' 02. 13 1/4' O.C. 13 1/4. OC 13 1/4' RC. ANCHOR NOTES, L SAME ADDITIONAL SPACING ATT HEAD & S1Ll. E. MEETING BLS LFOR UNITS REQUIRED 1�T ABOVE 470PSF / - 73PS' (4 TOTAL) "XOX" WINDOW 85027102121.. til.I E AN itmir ABLE — UN—EQUAL LITFi L SEE VERTICAL CROSS-SECTION, DETAILS 'A. Al. S, & DI' AT SHEET 43 2. SEE HORIZONTAL CROSS - SECTION DETAILS C. D, 6 E. AT SHEET 115 PRODUCT REVISED acomplytng with the HIM* BoIldioaCedo Amapa= NO Bxp IMIon D* D.LO. WI4 1_olt_Ol O. t1. � e B 83 13 U4' 02. 13 1/4' O.C. 13 1/4. OC 13 1/4' RC. ANCHOR NOTES, L SAME ADDITIONAL SPACING ATT HEAD & S1Ll. E. MEETING BLS LFOR UNITS REQUIRED 1�T ABOVE 470PSF / - 73PS' (4 TOTAL) "XOX" WINDOW 85027102121.. til.I E AN itmir ABLE — UN—EQUAL LITFi L SEE VERTICAL CROSS-SECTION, DETAILS 'A. Al. S, & DI' AT SHEET 43 2. SEE HORIZONTAL CROSS - SECTION DETAILS C. D, 6 E. AT SHEET 115 PRODUCT REVISED acomplytng with the HIM* BoIldioaCedo Amapa= NO Bxp IMIon D* 1/4' TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC. CSEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE of `' 4 V.' ° . I. AU. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 14' MIN. : ° ••4e AEMBEDMEN�• - °• ° d . EXTERIOR GRADE PERIMETER CAULKING O z 3 t/4• MAX SHIM SPACE CTYPJ EXTERIOR CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT Y L- SON DUSTRIES, INC. #14 S.M.S. W/ 1 1/4• MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) EXT. GRADE PERDIETER CAULKING NOT BY 9.AWSON INDUSTRIES•, TO BE APPLIED BY OTHERS (TYP) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS #4, #8, A. #6. EXTERIOR GRADE PERIMETER CAULKING 1 4 4 vr.' . 1/47 MAX. 4 4. '.4. oSHIM SPACE e1 • 4:1 114' MIN. - CTYPa . EMBEDMENT ' .. : • . ° :,.m. 4 4. :4 • 1 /8' MIN. . EDGE DISTANCE 1/4• MAX. ° b SHIM SPACE ITYPJ • 1 1/4' MIN., :.' • EMBEDMENT : • .,a . a I .: 4. 4 OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 1/4• MAX. SHIM SPACE CTYPJ INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES- 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER 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 ", SHIMS ARE NOT REQUIRED. ANCHORS NOTE- ANCHORS TO BE #12 SMS OR WO. SCREWS INTO WOOD, OR 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MINIMUM OF I 1/4• PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as c emptying #K+Fi4t1@a PApnationDate 2X WOOD DUCKS BY OTHERS (TYP.) CRYEOII�RS) ISH 914 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR PT. WOOD BUCKS 1/4' MAX. SHIM SPACE (TYP.) 4. 1 1/4' MIN. NT j1§§§g§•§•§L§Mgg » »y EXTERIOR WALL FINISH BY OTHERS (TYP.) . 1/4' TAPCON W/ 1 1/9' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 92 . FOR MAX. FASTENER SPACING) 4...O.r t IIR +IR11R /�.� 4 arr,- 1 4 1/4' MIN. EMBEDMENT .4 . a a EIDFi( DISTAANCE 4. .dam. STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYVUUD SHEATHING TO BE SPECIFIED BY ARCHITECT DR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INBUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS 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) LOCKS ARE REQUIRED PER EACH VENT. EXTERIOR EXT. GRADE 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) WHEN THE GAP BETWEEN THE WINDOW PRAMS AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED. as Coda 4FI9YI8a Aocapmmo No BXpirmion Dam ✓ ,';:i171111% • 7 ci) a 1' 1 1 1 1 2 !e 11 1 1 1 1 z 8 1 .0111111 Hato e # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 32 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) ill .., (ID CLEAR SILICONE ADHESIVE O BEDDING COMPOUND .PT. WOOD BUCKS LAMINATED GLASS EXTERIOR 1/4' MAX SHIM SPACE (TYP.) • ;Ili A4 EXT. GRADE CAULK EXT. GLRKADE E 0 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 32 . FOR MAX. FASTENER SPACING) 1/4' MIN. EMBEDMENT a E1/8' ISTTANCE •,4. • gin. yrl,y�l�.� WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK— BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1 /8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE B12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH .A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE PRODUCI'REVISHD $� wldithe FI a .. No ✓'.Y.Y Dag 4T7111. '/. cit) 1 1 V S 1 14 at 1 WINDOW . WIDTH HEIGHT 24 24 38 24 48 24 60 24 72 24 24 36 e 53.125 - 26 3 8 65.0 74 26 3 6 65.0 26.5 38375 4 4 8.5.0 X37 38.375 4 65.0 53.1 _ }� 65.0 74 38.375 4 65.0 28.5 50.625 5 4 65.0 5 ` 65.0 65.0 'C.--= 50.625 5 i$-.7 65.0 65.0 65.0 Jamb Anchors 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 HSS• Anchors DESIGN LOAD CAPACITY(PSF) - OX or X0 WIND WINDOWS Glass Type "D" (* 2) I Glass Type "E" (* 3) Glass Type "p" (* 3) * psf l - psf 1 + psf l - psi + Pressures (134 Glass Type "A" (* 2) Glass Type "B" (* 2) Glass Type "C" (* 2) + psf 1 - psf I + Psf 1 - pef I + Psi 1 - psf 3 65.0 4 65.0 6 65.0. 6 65.0 6 65.0 4 65.0 36 36 4 65.0 48 36 6 65.0 60 36 6 65.0 72 38 6 65.0 24 48 4 65.0 36 48 . 4 65.0 48 48 6 65.0 60 48 6 65.0 72 48 6 65.0 24 60 4 65.0 36 60 4 65.0 48 60 8 65.0 80 60 5 6 65.0 72 60 5 6 : ».0 28.5 26 3 4 ,0 26 3 4e• 65.0 t"'3T 50.625 26.5 37 53.125 74 26.5 37 53.125 74 58 5 4 58 5 4 58 5 6 8 4 4 58 5 63 6 63 6 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0.. 70.0 70.0 80.0 80.0 80.0 • 80.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 85.0 65.0 70.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 85.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 85.0 70.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 70.0 700 70.0 70.0 70.0 80.0 700 80.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 70.0 65.0 70.0 -65,0- 1 65.0 70.0 65.0 70.0 70.0 70.0 700- 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 70.0 - 70 800 70.0 80.0 70.0 80.0 80.0 80.0 80.0 4 o2 o a E. , 0o N 2 I i a 1 80.0 80.0 80.0 r'..0 o a s 80.0 80.0 80.0 �' .J14 a x � o �( 80.0 80.0 80.0 E+ P. tk Z4, co I� x 1 0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 65:0 65.0 ''65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 80.0 65.0 , 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 65.0 70.0 85.0 70.0. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800- $0 0 X80.0 800 80.0 80.0 80.0 80.0 8 .0 �' aoo HOn� 80.0 80.0 ,p . • 8.,* 800 80.0 80.0 80.0 807 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 65.0 65.0 65.0 65.0 65.0 70.0 65.0 70.0 70.0 70.0 63 6 8 65.0 85.0 65.0 65.0 65.0 70,0 70.0 70.0 70.0 , 80.0 70.0 80.0 Notes ( *): 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SD,L USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. H, C. & 0°) 3.) SILL WITH RISER ADAPTER ARE, FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES °E, & F°) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C, OR Cr INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. YKVY aeconpI 34.8 thsy uiidingCude >Da3o TT,f(��,>firr. ) r Dab 80.0 80.0 80.0 ! 80.0 80.0 80.0 f 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 is 1 i A� 1 1 a 1 1 1 1 s��wutnr�H yA�'��i D P • ILL RISER - OPTIONAL ° a �� r A APPLIED WITH SILICONE ° roR DP ABOVE +70.0 PSF -I •.. - C +90,3 DP MAX.} • ,. * MVO 91 DESIGN LOAD C 'AC1 SF) - XOX INDOWS with (in Equal to (1/4- 1/2 -1/4 Notes (*): FOR FOR GLAZING TYPES. DETAIS & SILICONE OPTIONS. ANDARD 2. SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & f AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. '/4 = # Jamb # & 3 Anchors lass Type "B" (* 2) lase Type "C" (* 2) a lass Type "D" (* 2) ' Glass Type " (* 3) a HEIGHT Anchors + psf - psf + psf - psf + psf - psf + psf - psf +psf I -psf +psf - • sf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.+ 72 4 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 ..0 84 2 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 ' 75.0 96 24 • 3 10 80.0 80.0 80.0 - 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65. 75.0 108 24 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 + 75.0 60 38 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 + 65.0 75.0 96 38 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 + 75.0 70.0 75.0 65.0 75.0 65.0 75.0 . .+ 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 2.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - 52.0 52.0 65.0 75.0 65.0 7 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 / 5.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 2.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 - - 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 .5.0 75.0 52.0 52.0 65.0 75.0 98 60 5 10 - - 52.0 2.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 . ^ 65.0 75 ' 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 .0 65.0 75.0 52.0 52.0 85.0 75.0 74 38.375 3 7 500 800 $0.0_ $0.0 + ` 75.0- - -85.0 -- -75,0 52:0 -- -52.0 - - -- --665-0------- 75.0 -- 74 50.625 4 7 70.0 75.0 70.0 75.0 ' •.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - - 52.0 52.0 • 75.0 65.0 76.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 5.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - .52.0 52 + 65.0 7 . : 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 - - 52.0 .0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 .0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.+ 52.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - .0 52.0 65.0 ' 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 .0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.. 52.0 52.0 65.0 75.0 106.25 50.625 4 11 - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 108.25 58 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 • 52.0 65.0 75.0 106.25 63 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 .0 52.• 52.0 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 0 85.0 75.0 111 50.625 4 - _ 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.+ 65.0 75.0 111 58 5 - - 62.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • 0 75.0 Notes (*): FOR FOR GLAZING TYPES. DETAIS & SILICONE OPTIONS. ANDARD 2. SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & f AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TEMPERED. '/4 i/4 '/4 °DUCT REVISED „ No . mired nDate 'Li 4tIPPI SILL RISER - OPTIONAL APPLIED VITH SILICONE FOR DP ABOVE +70.0 PSF ( +80.0 DP MAX.) wk mr.4 1 4 a' Ott A DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3- 1/34/3) HO -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW I DESIGN LOAD CHART WITH GLASS OPTIONS (XOX UN -EQUAL LITE) + / - Pr'essures(pst, F SIZE # Jamb Anchors # H & S Anchors Glass Type "B" r 2) Glass Type "C" r 2) Glass Type "D" r 2) Glass Type "E' r 3) l Glass Type "F" (• 3) Glass Type "G" C 2) WIDTH 1 e HT + psf I - psf + psf 1 - psf I * � - pet I + Psi 1 - pef 1 + paf H - psf ( + psf - Psi 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75 ` a h m" 1 1 - 72 24 9 80.0 _ 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 .0 84 2A• 3 9 80.0 80.0 80.0 80.0 65.0 75:0 65.0 75.0 52.0 52.0 65.0 75.0 9 V A,_,y N 8501 N.W. 9 11Frn FY_ F1 al U �1 60 36 3 7 70.0 75.0 70.0 75.0 65:0 75.0 65.0 75.0 52.0 52.0 : '. • 75.0 72 36 3 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 5 ' 65.0 75.0 60 48 4 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 2.0 85.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65:0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 85.0 75.0 60 60 5 7 - - 52.0 52.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75 ' 52.0 52.0 65.0 75.0 84 60 5 9 - - -• P 52.0 65.0 75.0 65.0 .0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 :P 0 65.0 75.0 • .. 0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75., 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 • .0 75. a 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 • , • .0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 • .. 0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 .0 75.0 52.0 52.0 65.0 75.0 f 2 6 i ,���%' S 0,�••••.. _: # A.Q. #". I ; ", °•,• , ♦ ��� t" `�� * 1 '4,.. 'TT ��� ly 03 ,►a �`► • `' g 8' 74 63 5 9 - - 52.0 - .0 65.0 75.0 s .: 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 5 • 52.0 65.0 75.0 65.0 I 52.0 52.0 65.0 75.0 si k ,,,' • • u. k �O ��% 6,.7i O -. *4.** I G to C 1 j 1 Q 79.5 50.625 4 9 - - .0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52. • 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 84 38.375 4 9 70 • 75.0 52.0 52.0 65.0 750 65.0 75.0 52.0 .. 65.0 75.0 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • 0 75.0 84 63 5 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 / Notes ( *): I.) SEE - : 8 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. - \\ •N \∎ •• \\ � \ \� > ..k // .�4 'l/ '/I -,PRODUCrREVISBD ascmnptyk>gw2htltoFlt(li� Ac se No .° !Cr. 2.) 'w .' ,ARD SILL. USED ON WINDOWS WITH +70.0 DP AND BELOW i ,.Ws WITH GLASS TYPES "A. B. C. & D") SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & I� AND +BO.G DP 11A11. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR 0" INSTALLED ABOVE SOFT. Duto 771►1:I:?" BY `z /l ;� - r--?i (�"'� I� '"'s > SILL RISER - OPTIONAL t 1 APPLIED WITH SILICONE 1 FOR DP ABOVE +70A PSF < < +BOA DP NAX> / -/ �. -� c IN THE' HVHZ, THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. )!02 -Ewa! Llte '' LAMINATED GLASS COMPOSITION - TYPE 8 ITEM 01.88 DESCRIPTION 1 88TAR LAMINATE OPTION I 1/8• ANNEALED GLASS 4'y 3......,..01."- s 1/B' HEAT - 508030 OENED IA.ASS 8 0099' PLASTIC INTERLAYER - E Br 3 I/O' ANNEALED GLASS • .. E 0 0 a3w LAMINATED GLASS COMPOSITION - TYPE 0 min Olive D0908IP70010 ° DS1AD. 0 DETAIL 41MW*T8 D0BCR1POOON 1 1/B' HEAT - 508030 OENED IA.ASS 0 -._ • B IM:1 E 009)' PLASTIC INTERLATER "'� Dr 'MUM. 4 3 1/8' HEAT- STRENGHTENEO CLASS 7{ .— 0 ..13,5 _- 0 83Na LAMINATED GLASS COMPOSITION - TYPE E UBM 01188 8088817010* ° DS1AD. USWATB DBSCRIPOON 1 I/8 HEAT- STSD4001ENED GLASS .r 8 ,.-•. SAFLEXACEEPSAFE Op •SOLUT1A 0 0690' PLASTIC INTERLAYER E 3 1/8' HEAT- STREN141080D GLASS .. uS'6 O ' 9m4• INSULATED LAMINATED GIA80 COMPOSITION TYPO A ITEM WAGS DESCRIPTION j 22 *M. GLASS DESCNI 'ION 0 DETAIL LN8TE DESC8l77 1 1/Er ANNEALED GLASS "3f BUT E WB E ear PLASTIC MTERLA 0 111.4 ') OgiC 4 ��I/8' ANNEALED GLASS INSULATED LAMINATED GIA80 COMPOSITION TYPO A ITEM WAGS DESCRIPTION j 22 *M. LLMNATB DESCRIPTION 1 I/O' ANNEALED 01.4.58 I 1/B' ANNEALED GLASS 8 0090' PLASTIC INTERLAYER El (� 1114' SAFLE% PVB 3 1/8' ANNEALED GLASS u'y '-' '� —:- Dr 'MUM. 4 1/4• INSULATED AIR S PACE � 7{ 3 I/O' ANNEALED GLASS M) O 0 0 k -.._ INSULATED LAMINATED GLASS COMPOSITION TYPE C REM GLASS DINCRIPION ,, wren. 88TALL LMINNNTE DESCRIPTION I 1/B' ANNEALED GLASS PVD Br 'DUMP E 0690' PLASTIC INTERLAYER ■ O d/. FAN 3 w8' ANNEALED GLASS �= = =i nm •- 7{ Bp 'DUPONT' 4 w4• ILO LATED AIR SPACE k -.._ 6063 -T6 ALUMINUM 5 L -7705 3 1/8' ANNEALED GLASS on 0 0 9 1 . INSULATED LAMINATED 0LA88 COMPOSITION TYPE 0 18* 61888 BESCRORION REQD. 0 88TALL USW=. DESCRIPTION 1 1/8• HEAT- STRENDHTENED GLASS PVD Br 'DUMP 0 3 0990• PLASTIC INTERLAYED 1/8' HEAT- STRENGHTENED GLASS L.. . ITL- (q7 `.v4' - _' 4 AIR SPA w4' D SPACE : - •7i_ 1 TF •e—__ }_ 3 w8' ANNEALED GLASS 00 0 .) .!� J 4010' b> VINDOV4 VIM GLASS TYPES •A. C. CR G' INSTALLED ABOVE =FE- IN THE MVH2, THE LG. EXTERIOR LUTE SHALL BE TEMPERED GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR A9ULUON TYPE, SIZE AND MAX. DESR:N PRESSURE MUTATIONS. (ALUM. 0.078° MK THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN O 12 X 3/4' S.O.S. FLAT HEAD. PHILLIPS (SEE ELEYADON AT SHEET /2 FOR INEK FASTENER SPACING AN DP TABLES FOR QUANTITY) INTERIOR EXTERIOR GRADE 800003 FRAME PERIMETER CAULKING EXTERIOR / FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LDGTATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GWEN/ 1/4• MAX. ®12 S.D.S. X 1. 1/4' L SHIM j'` 1 (5EE ELEVATION AT SHEET B2 INTERIOR -1 - _11_11 FOR AWL - FASTENER SPACING)... PERIMETER SEAUIMI WINDOW FRAME EXTERIOR NOTE: 1. ALL STEEL N CONTACT WITH ALAI. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fyn 38 KSI NO09. (STEEL 18 GA MIN. THICK - 0.048'7 8) ALUMINIUM : 8083 -15 NUS. (ALUM. 0.078° MN. THICK) METAL STRUCTURE ATTACHMENT DETAIL, HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM / PART / REQD. DESCRIPTION REMARBS 1 1 L -7703 1 FRAME HEAD 6063 -T6 ALUMINUM 2 1.-8701 1 FRAME SILL 6063 -T6 ALUMINUM 3 L -7701 1 FRAME FXD. JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED METING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT TOP /BOTTOM RAIL 6063 -T6 ALUMINUM 7 L -8703 1 FRAME VENT JAMB 6063 -T6 ALUMINUM 8 L -7706 1 VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L -8702 1 FRAME SILL TRACK 6063 -T5 ALUMINUM 10 1-8705 1 FRAME SILL RETAINING CLIP 6063 -T5 ALUMINUM 11 1-7708 AS REO'D. GLAZING BEAD t 3/8' > 6063 -T5 ALUMINUM 12 FS -006 AS REO'D. FRAME ASSEMBLY SCREVS 08 X 3/4' P.H. PHILLIPS 13 FS -040 AS RECD. INSTALLATION SCREVS 014 EMS F.H./PHIL. 14 L -7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 03033 15 PVS -003 AS REO'D. FIN SEAL WEATHERSTRIP .187' • • .230' h 16 PVS -005 AS REO'D. FIN SEAL VEATHERSTRIP .187' • x .350' h 17 PVS -009 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L -7711 AS REUM. GLAZING BEAD ( INSULATED) 6063 -T5 ALUMINUM 19 PWS -001 AS REO'D. PILE @GLAZING BEAD .187' w x .150' h 20 L -8706 AS REO'A SILL RISER ADAPTER 6063 -75 ALUM- OPTIONAL 21 L -7539 2 VENT EXTRUDED SPRING LATCH 6063 -T5 ALUMINUM 22 HC -057 -1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L -7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 1 2 SILL /JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREV 88 X 2 1/4' P.H./PHIL. 26.1 HC -044 -1 2 VEEP FLAP & BAFFLE w 26.2 HC- 1 X VEEP OPEN CELL FOAM PAD 1/2' X 1/2'X2• L. 27 HC -040 -1 2 SASH ROLLER & HOUSING w 28 HC -026 -1 1 SCREEN FRAME & MESH • 29 • 1 ATTACHMENT SCREV Q CLIP 08 X 5/8' S.D.S. 30 HC -058 -1 2 VENT SVEEP LATCH MOLDED NYLON 31 HC -059 -1 2 VENT SVEEP LATCH DIE CAST METAL 32 L -8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063 -15 ALUMINUM 33 • 2 LAMINATED GLASS See Details B L.H. of sheet 9 34 0 AS REG'S GLAZING SILICONE See Details 8 1..14. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE AUNTIE ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT • 37 • AS REQ'D. PERIMETER ACRYLIC CAULK 051 PDLYSEAMSEAL z y: 1 1 1 Is FRAME HEAD L -7703 4eso FRAME L -7701 0 .790 FIXED JAMB 9� I SILL TRACK L -8702 o 0 -�-- 1285 — • 944 8$43 y oce Slid. RETAINING CLIP L -8708 7 4 2b91 -4- 1.438 1.466 aa2 FRAME SILL L -8701 8374 FRAME VENT JAMB L -8703 0 .754 ear as2 2643 a62 VT= SPRING L --7539 21 LATCH 4839 8.655 750+ VENT INTERLOCK RAIL O 05 FIXED MEETING RAIL L -7704 VENT L -7707 0 TOP/BOTTOM RAIL 4379 --{ 5 . El 2062 a - 962 jva pii_ 2864 -- Lbe 1.165 4073 VENT JAMB RAIL L -7708 SILL ANCHOR CLIP L-8830 32 r eq ��M GLAZING BEAD L -7708 1 i QQ � 1A30 9s6 ASO ■ 1 I asmnuPlYiogwlWtkai�arlda = 13t18628 COO , as , :., rs?rry r (' a\ :' - < • ,i 1 .-.- o B8f8A BB �,; ,, a .moo .�6 1._.,1 I I .773 2794 4835 - 73 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series- 4200 -6200 Flange Impact Fixed Window ", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, 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 and Small Missile Impact Resistant 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after` the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA "wises and renews NOA # 07- 0516.02 and consists of this page 1 and evidence pages E -1, E -2, E -3, E -4 and E -5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidatle.tcov/pelA MIAMIDADE . ± UNTY APPROVED NOA No. 12-0307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. L4200- 6200- 1201, titled "Series -4200 -6200 Flange Frame Impact Fixed Window ", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 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 -12 -4010, dated 03/05/12, signed and sealed by Rafael Droz -Seda, P.E. 2. 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 & 'Vesting, Inc., Test Report No. HETI -11 -3363, dated 03/05/12, signed and sealed by Rafael Droz -Seda, P.E. 3. 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. IIETI 09 -2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report 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 -09 -2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 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 -09 -2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report 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 - 09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 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 o. HETI -09 -2546 dated 07/10/09, signed and sealed by Candido F. Font, P.E. att E -1 Manuel Per ° .E. Product Control E iner NOA No. 12- 07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report 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 -09 -2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 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 -09 -2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 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 -09 -2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report 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 -09 -2581, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per PBC, 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 -09 -2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report 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 -09 -2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. Test report 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 -1779, dated 01/30/03, signed and sealed by Rafael Droz -Seda, P.E. (Submitted under NOA# 06- 0117.02) 15. Test report 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 01/30/03, signed and sealed by Rafael Droz -Seda, P.E. (Submitted under NOA# 06- 0117.02) Manuel Perez, E. Product Control E mi er NOA No.1 • ! - ' .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E -2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 16. 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 01/30/03, signed and sealed by Rafael Droz -Seda, P.E. (Submitted under NOA# 06- 0117.02) 17. Test report 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 -1776, dated 01/30/03, signed and sealed by Raphael Droz -Seda, P.E. (Submitted under NOA# 06- 0117.02) 18. 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 full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774B, dated 01/30/03, signed and sealed by Rafael Droz -Seda, P.E. (Submitted wider NOA# 06- 0117.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 01/30/03, signed and sealed by Raphael Droz -Seda, P.E. (Submitted under NOA# 06- 0117.02) 20. 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 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06- 0117.02) 21. 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 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06- 0117.02) Manuel P P.E. Product Contro Exa iner NOA No. = +307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E -3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. 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 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted wider NOA# 06- 0117.02) 23. 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 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06- 0117.02) 24. 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 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC -2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE L Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 E -4 ManuefPer'. Product Control E r er NOA No. 12 i 07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I:, approved on 08/02/07 and expiring on 08/22/12. Manuel Perez, Product Control E r NOA No. 12 -0 i 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E -5 SERIES -4200 f 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.INIPACT) WINDOW HEIGHT WINDOW HEIGHT I LEG d ? WINDOW Ne " j., \ � � QUARTER -ROUND Fl EVATION VINDtW WIDTH WINDOW MOTH HALF-ROUN0 TYPICAL ELEVATION SHEV.D_EIGGIBE_MIDGE WINDOW HEM L IAN T OW HEIGHT L WINDOW HEIGHT L 1114 1. A WINDOW WIDTH HEXAGON ID! L TYPICAL ELEVATION Scu RE PICTURE NNDOx xIDTH _.I - “ La, :: x 1 • , WINDOW E1NATiO WINDOW HEIGHT I [—„,......, L LEA Hr. J WINDOW HEIGHT;, 1 L 1- WINDOW HEIGHT I �V.� FULL ROUND TYPICAL ELEVATION WON WIDTH 1 VIt_iV VIDTIt RRMAmp6R��A�ELMA� SQUARE P1eICTUURRE�WINDOW ELEVATION WD Ffl+ . WI NDOW VtDTH WiNODW L17\ WINDOW WIDTH WINDOW HEIGHT vl-! ..., , r .._. .J W EYE LEGGE: BROW ELEVATION OVAL TYPICAL ELEEDLEN AGEGER-ROUNO ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WHIN A SQUARE OR RECTANGLE. AS SHOW IN DOTTED LINES AND OBTADNN° ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 11 V HEIGHT 1 Y _..__ L vvi.T. 1 V[NDDW HE r vINDQV WIDTH ' OCIRRON TYPICAL ELEVATON .'ELLIPTICAL° TYPICAL ELEVATION TYPICAL ELEVATION TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, 'X AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. ENT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT • MIAMI -DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING 11108 VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS 18 ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE -TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE W1TH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET $3 FOR GLASS TYPES AND SHEET $4 FOR MAX. DESIGN PRESSURES). 8.) WINDOWS WITH GLASS TYPES "B, C. F, OR 0" INSTALLED ABOVE 30ft. IN THE HVHZ. THE I.G. EXTERIOR 1ITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC -2010, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 8. 8.) 311?. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET $2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI -DADE COUNTY APPROVED PRODUCTS USING A M1A19 -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL 81u. APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET $ 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL /STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. cf) N FC z E g lr 1 1 1 z 1 1 1 1 1114 SKS. V/ 1 1/4' MIN. EMBEDMENT INTO WEIDD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT DT LAWSON INDUSTRIES, ALL WOOD BUCKS ENGINEERED SEPARATELY 0. TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) SW= DYER METAL LATH NAILED TO ENTER= GRADE PLYWOOD SHEATHING TO BE SPEWED DT manurr at Gt. rExTERIOR FROM DT OTHERS) NOT DT LAMSAN INDUSTRIES, INC. *14 S.M.S. 14/ 1 1/4' 141N. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET III FOR MAX. FASTENER SPACING) SILICONE ADHESIVE Kowa COMPOUND — LAMINATED GLASS INTERIOR .PT. VIER BUCKS • )/4" TAPCON WI 1 1/4' MIN. EMBEDMENT INTO CONC. • (SEE ELEVATION AT SHEET 01 FOR MAX FASTENER SPACING) 1 1/4' MIN. 1 1/4' MIN. J 1 1/1? EDGE DISTANCE EXT. GRADE CAULK 014 S.M.S. 14/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) WOOD FRAM INSTALLATION DETAIL WINDOW INSTALLATION NOTES; 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY VINDOV INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR ORME CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS TO BE 012 SMS OR VD. SCREWS 11'M WEI% OR 1/4 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 1312 CONC. AT 12' O.C. MAX. 1/4' MAX SHIM TYP [!WINDIA/ FRAME VID:FERI°R 0 EXTERIOR GRADE PERIMETER CAULKING 1/4' TAPCON W I 1/4' MIN. EMBEDMENT INTO MC. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) 1/O' MIN. , P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1.1 4' MIN. ,4 AEMBEDMENT • 4., SILICONE ADHESIVE BEDDING COMPOUND INTERIOR AMINATED GLASS . ' -1-...... = 4 • f 4: pir. IN. •. : escomp1MUCryinriSIDwilittheFterkb . 4. . sundkacodo ": . • . : , •,,, AccePtanO4 By 1 1 (xN'r11.-757•Rim . XNC.) PH No. (305) 6g6 --8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS LAMINATED GLASS TYPES AND GLAZING DETAILS - ri ii 1 Q1 CB 1 5 18" LAMINATED GLASS COMPOSITION — TYPE A SILICONE SCHNEE- MOREHEAD SM 5731 DOW CORNING 899 LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM mass Dzscaurrittir DETAIL ITEM DESCRIPTION DETAIL •--I• 1 1 /B• ANNEALED GLASS ^ -_ = -.... TREMCO SPECTRUM 2 _ 1 1/8' ANN. GLASS 2 0-090' BUTACITE PVB- DUPDNT 2 0.090' SAFLEX PVB- SDLUTIA ■ ® .1/4• nom• 'I� r M._ i Q- -®-. oa46- t 111.17: �. LaMOL MONOLITHIC 3 I /8' ANNEALED GLASS ayeµ - - -- 3 3 /8• ANNEALED GLASS °, . ,r { 4 INSULATED AIR SPACE 11er ;^r•r� °- - 5 Cr) .1/4• 1 /8• ANNEALED OR TEMPERED GLASS . T 5 16" LAMINATED GLASS COMPOSITION — TYPE I 0 ITEM GLASS DESCRIPTION K3 DETAIL LAMINATED INSULATED GLASS COMPOSITION TYPE C 3 1/8' HEAT- STRENGHTENED GLASS - -��_� GLAZING STOP ITEM DESCRIPTION DETAIL 2 0 -090' HUTACITE PVB- DUPONT 8' CIRCULAR WOWS. 1 .1/8' ANNEALED GLASS 3A6• i:). -1 3 1 /8' HEAT- STRENGHTENED GLASS Y �d o.3�6• 2 0090' SAFLEX PVB-SDLUTIA ■■ ® 4/4. 3 1 /0' ANNEALED GLASS N' iGt 47 13/52" LAMINATED GLASS COMPOSITION — TYPE E LAMINATED Q _ LAMINATED 4.1/4• INSIA.ATED AIR SPACE M' m5? --•- ITEM GLASS DESCRIPTION lit) DETAIL MONOUTHIC MONOLITIiIC �: 5 (r) 3/16' ANNEALED DR TEMPERED GLASS _ + I 3/16' HEAT -STRIPTIONNED GLASS 2 0090• SAFLEX PVB SOLUTIA 3n0= ;= LAMINATED INSULATED GLASS COMPOSITION TYPE F - emissiima==. ITEM DESCRIPTION DETAIL 5:21555MMEt, i —� 3 1/8' HEAT- STRENGHTENED GLASS 1' 0 P? 6406• 1 1/8' HEAT- STRENGHTENED GLASS 7/16" LAMINATED GLASS COMPOSITION — TYPE H GLAZING DEPTH GLAZING DEPTH LAMINATED 2 0.090' BUTACITE PVB- DUPONT . . (4} I ITEM CLASS DESCRIPTION �K) 3• DETAIL 3 1/8• HEAT- STRENGHTENED GLASS ILL "r '?= • ='' M£ - -' ="—`_ 1 3/16' ANNEALED GLASS ��=E—f- 4 1/4' INSULATED AIR SPACE 5 d) 1/8' ANNEALED OR TEMPERED GLASS 2 0090' SAFLEX PVB- SOLUTIA •�� -- 64j�. —LL.. 0 F0 3 3/16' ANNEALED GLASS MONOLITHIC �� •SILICONE OPTRINS't DOW CORNING 099 SCHNEE- MOREHEAD 5731 7REMCII SPECTRUM 2 LAMINATED INSULATED GLASS COMPOSITION TYPE G ,.XIEM DESCRIPTION DETAIL 1 .:.,;11i : 211 GLASS_ COMPOSITION - . • > 1 1/8' HEAT- STRENGHTENED GLASS 3/IB• = '� GLASS DESCRIPTION 3/16• ANNEALED GLASS. 4j DETAIL ^ 1 2 0.090' BUTACITE PVB- DUPONT 1• 0 a/4' roils 3ry6• =- 3 1/8' HEAT- STRENGHTENED GLASS yr 3 r - >RITACITE PVB- DUPONT 4 :ar 0�• GLAZING DEPTH 4 1/4' INSULATED AIR SPACE -�-� -FA" = a 3/16' ANNEALED GLASS r 1; 5 Cr) 3/16' ANNEALED DR TEMPERED GLASS . 5 ! . i i 1 LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/18" LAMINATED GLASS 4 $P SITION — TYPE J LAMINATED /MONOLITHIC GLASS ITEM GLASS DESCRIPTION DETAIL TYPICAL GLAZING DETAIL ITEM DESCRIPTION DETAIL 1 3/16• HEAT- STRENGHTENED GLASS 3/16+ 3/16'-.7-.----i.., _ � t.70_� �646M 1 3/16' HEAT- STRENGHTENED GLASS 3/16• t' i14_ '... -� ■■ ®- If 4' 2 0.09D' SOP- DUPONT ` ^""_ 2 0.090' BUTACITE PVB- DUPONT z I 3 3/16' HEAT- STRENGHTENED GLASS am• �% -' " =? wm' 3 3/16' HEAT- STRENGHTENED GLASS Ti .. 4 1/4' INSULATED AIR SPACE E3;^ , a: 5 3/16' TEMPERED GLASS { 18 - ' F4.`+`. COMP. - • --',• • ' K Notes; 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. GLASS DESCRIPTION Pt) DE 3/16' HEAT- STRENGHTENED GLASS _ -a6a * 2.) WINDOWS WITH GLASS TYPES °B. C. F. OR 0" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE 1.0. EXTERIOR IJTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC -2010. Section 2411.3.9.7). 0 ' 0 ® 1 2 0090' BUTACITE PVB- DUPONT 3n6' • -=-71----; 3/16' FEAT- STRENGHTENED GLASS 0 0 OOH•••• � IV in _ W . °�� . ��'Tom- $ /e g - *nlStar) 0 al t�11 .f I, Cr w @; %, a PRODUCTRDVi96D As Udfi1 �9wiDlt�FlOfi9r Bulldog i ,/X .� I� ^t17-F.✓Rf A B .id / !': + w 'f' 17. 7. LAMINATED INSULATED. LAMINATED a ara-e � 'SILICONE OPTIGNS', DOW CORNING 899 —may SCHNEE4MOREHEAD 5731 ∎ TREMCO SPECTRUM 2 GLAZING DEPTH /INSULATED LAMINATED INSULATED GLAZING GLASS TYPICAL GLAZING 0,b00.,. DEPTH .DETAIL 88 x x 88 e8 88 68. 64.7 x 68 88 85.5 x 88 88 x x x 88 e8 x 4200-6200 FIXED IMPACT WINDOW MODULAR SIZES 'CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH LENGTH A 6 -DP NUM ndtEl�d��L�t'AffL��l IM t 8S 1N8MN IEIMIIrllIllMEMIMTUM 60 IIII1UM 68 IMMINIMINIIIIMINI IIIIIIIMILAIIIINUAMMZM WMIt:iliti'sLIN![illtt! MO 88 es 88 78 65 88 68 88 78 68 UUHHHutu MOLIMMLMIIIILIMISIN:11211111UMIMIEMMIMINIMIMMIMMAII .1 +1- DP C +I- DP D +1- DP GLASS TYPES E F G +1 -DP I +/-DP ' +1-DP H M- DP I +� DP DP +L DP t!i D MEM MEM oa MEM mar Inzm e0° S'"i MEM MOM D IEZM eD- wag" mum MEAN 60° 72- 88 as 88 88 88 42008200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH LENGTH 1 28412' 37° 4r 53-1f 19.18° 28.112° 37° 28- A +I- DP 88 88 8 H -DP 88 +I- DP e8 e8 D +I- DP 68 E +1 -DP 65 e6 88 GLASS TYPES +I-DP 88 88 G +!. DP e8 88 H +I- OP 88 68 +/- DP e8 e6 K 1- DP + / -DP 86 66 J 78 78 L +1 -DP 68 68 88 68 68 85 68 68 88 85 e8 68 e8 68 68 68 68 88 78 65 68 6340 3838° e8 88 88 86 88 ee e8 es 88 88 88 68 85 65 85 88 66 e8 88 e8 68 88 e8 68 68 78 88 78 68 78 e6 e6 e6 68 68 68 19-1)8° x 88 x x 68 68 68 88 x 68 88 88 x x x 88 88 x x 68. OHO e6 e5 e6 65 e6 65 e8 88 68 x -x 85 x x 68 x x ea 84.9 x 68 08 68 58.3 x x 68 68 88 x x x 78 78 78 78 78 78 78 78 78 78 78 74.7 72 78 78 78 76.8 71.6 68.7 78 85 OS e8 e6 e5 e5 88 d_ ddd�l�s�ddddt':� ®fl®hNNEN 78.6 UN L��li��L�O���ta��l�l1♦ '���� x x .88 ,. 65 . .65 ' . 68. 26.1/1 37' 48° 5318 19.1)8" 88 ea e8 68 e8 68 68 68 88 e8 88 ea e8 88 88 e8 68 68 e8 e8 65 65 66 68 65 e8 e8 68 .68 68 e8 68 6e 68 68 832 838 8 68 88 882 78 83,8 78 63.8 78 88 78 88 78 e6 66 85 66 e6 605'8° 88 68 68 88 65 88 88 68.2 78 68 x x x 88 65 68 68 x 61 78 65 68 26-1/1 37° 48° 83.118' 19.1)8 x 88 68 88 x e8 e8 e8 88 e8 e8 88 ea 08 65 65 85 e6 65 es e8 e8 68 88 88 88 e8 x 68 68 x x 78 88 78 68 78 682 78 86 65 65 86 68 e8 e8 68 x x x 88 65 88 88 x x 78 85 68 48' 53-10 19-15 63° 88 88 x e8 68 x e8 68 X e8 es 65 e8 e8 88 88 e8 • x 68 e8 x 68 68 X 78 68 78 x 68 88 68 x � 78 68 66 65 68 e8 68 85 68 x x x e8 69 x x x 78 66 68 28.12 37 74- 48° 8318° 19.18' 28.12' 37° 74 -114' 48° • 53.118' x 88 68 x es e8 x -x 68 68 68 88 65 66 e8 e8 e8 68 x 68 68 x.• 68 x x 78 '68 78 68 78 65 85 66 68 e8 e8 x x x 88 65 e8 68 x x 78 65 88 x x x x 65 68 x x x 75.6 85 68 x x x x 85 x 72 68 88 68 88 58 68 88 68 78 85 68 68 68 88 66 68 x 88 78 65 68 x x 68 85 e8 88 x X 78 65 68 x x x x 65 88 x x x '76.2 85 68 68. 68 68 x 88 x x x .71.8. 65 78 e5 88 e6 x x x x 78 85 88 65 x x x 78.8 65 e6 33" 24" X x X 88 85 88 88 68 68 78 65 68 10W x x x x 65 x x x x 78 es ea x x x x 65 x x x x 74.7 85 88 x x x 88 85 68 08 x x 78 85 68 128. x x x x 86 x x x x 78 86 68 m y g 3 o et z §4 z o!a 4. Pr CO co 1 1 x x x x e5 x x x x 74.1 85 68 Notes ( *). 1.) SEE SHEET 3 FOR 31.4211110 TYPES, DETAILS & SILICONE OPTIONS. )I( 2.) WINDOWS WITH GLASS TYPES °B, C. F, OR (1° INSTALLED ABOVE 30 fl. IN THE HVHZ, THE I.G. EXTERIOR 1478 SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (IBC -2010, Section 2411.3.3.7). L WIDTH AND LENGTH DIMENSIONS CAN HE ORIENTED VERTICALLY OR NORIZONTALLY A5 SHOWN ABOVE. 1 i 1 BILL OF MATERIALS ITEM PART # QUANTA'Y DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD /SILL/JAMB 6063 --T6 — 2 L -7708 4 GLAZING BEAD (5/16" GLASS) 6063 —T6 ,- 3 1-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063 —T6 — 4 . L -7708 TRIMMED 4 GLAZING BEAD (7/16° GLASS) 6063 —T6 — 5 L -7711 4 GLAZING BEAD (5/16" GLASS— INSULATED) 6063 —T6 — 6 L -6211 4 GLAZING BEAD (7/16° GLASS — INSULATED> 6063 —T6 — 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 8 L -4204 AS REQD. GLAZING BEAD AT CIRCULAR WOWS. 8063 —T5 — 9 VWS -004 AS READ. GLAZING GASKET SOFT PVC — 10 • AS REOD. GLAZING SILICONE • — 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8° X 2° 12 812 -25H -357 AS REQD. "TruSeal" Duro Seal Swig9le Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAIL 2.643 1.281 062 TYP LI 1 81 .310 .—I. .341 .850 240 773 2 GLAZING (5/16" STOP GLASS) L509 /SILL /JAMB ) FRAME HEAD .310 .040 _ + 2S0 —t 240 .850 290 TYP. 3 GLAZING (3/8" & 13/32" .773 —!2 STOP GLASS) T+ TV. �• .773 4GLAZING STOP (7/16" GLASS) .310 .1r 6 INSULATED W/ 7/16° LAMINATED 250 .. TYP. SOO GLAZING. STOP GLASS 250 .850 S -f TYP. 5 .684 INSULATED GLAZ NG STOP W/ 5/16" LAMINATED GLASS .050 TYP. 8 .466 GLAZING STOP .808 (CIRCULAR WOW.) MULLION TYPE. E AND MAX MA DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078° MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHAD. GOVERN 0 0 IJtij11 FRAME MILL u READ RECT. OR SQUARE 41119089 32MAL ceaNrx cg55IRROGN FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAIL$ SEALANT: FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE SEE MULLION APPROVALS FOR 9 12 % 3/4' S.D.S. MULLION TYPE. SIZE AND MAX. FLAT HEAD. PHILLIPS DESIGN PRESSURE UMITATIONS. AT 12' O.C. MAX. INTERIOR MOTE: THE LOWER PRESSURES OF 1/4" MAX. THE WINDOW OR MULL SHALL GOVERN SHIM B 12 S.DS. X 1 1/4" I. AT 12' D.C. HAIL EXTERIOR EXTERIOR GRADE PERIMETER CAULKING FRAM . MU .N.INN DETAI . RE 7 NOTE: 1. AU. STEEL IN CONTACT WITH ALUM. TO 8E PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL :Fy =36 KSIMN. (SPELT. 18 GA MIN. THX:K:.-Y...o.A4r)'� 8) ALUMINUM : 6083-15-MIN. (ALUM. 0.078° Mel. THICK) i_IAF..1. CIO 1 1 i 1 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 24$ Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aav /uera/ 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 viewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami-Da a County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration da stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and /or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Porte" 8L0" Outswing Glazed Aluminum French Doors - L. M. L APPROVAL DOCUMENT: Drawing No. FD -2003, titled "La Porte - Impact French Out-Swing Door ", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12/02 with the latest revision "F ", dated 01/20/12, 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 and Small Missile Lnpact Resistant. 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 NOA No. 11 -0202.03 and consists 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. DECO, APPROVED 5,6P6A' 5 yea NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 11- 0202.03,10- 0128.04, ) 2. Drawing No. FD -2003, titled "La Porte - Impact French Out -Swing Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 12/12 /02 with the latest revision "F ", dated 01/20/12, signed and sealed by Thomas J. Sotos, P. E. ' B. TESTS I. 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 11 -3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with .marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09 2623, HETI -09 -2645, HETI -09 -2624 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.'s HETI -04 -1897, HETI -04 -1896 A, HETI -04 -1896 B and HETI -04 -1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Subiniitd'under• NOA No. 044607.04) 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. 03-0219.01) E -1 Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Htniicane 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. (Submitted under NOA No. 03- 0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed • and- sealed byThomas J. Sotos, P. E. (Submitted under NOA No.10- 012 &04) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PYB Tnterlayer" dated 09/08/2011, expiring on 12/11/2016. 3. Notice of Acceptance No. 09- 0127.13 issued to Solutia Inc. for their "Solutia Interlayers for Laminated Glass" dated 03/04/2009, expiring on 03/04/2014. E -2 Jaime D. Gasc ' , P. E. Product Control Section Supervisor NOA No. 12. 0127.23 Expiration Date: June 05, 2813 Approval Date: April 05,2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS • 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2007, dated February 02, 2011, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 11-0202.03) 3. Proposal issued by Product Control, dated July 27, 2010, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 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. (Submitted wader NOA No. 11-0202.03) 5. Proposal issued by Product Control, dated March 26, 2009, signed by Renzo Narciso. (Submitted under NOA No.10- 0128.04) 6. Laboratory compliance letters for Test Reports No.'s HETI -09 2623, • HETI-09-2645, HETI -09 -2624 and HETI -09 -2646, issued by Hurricane Engineering & Testing, Inc., dated. October 22, 2009, signed and sealed by Candid° F. Font, P. E. (Submitted under NOA No.10- 012&04) 7. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, HETI -04- 1896A, HETI -04- 1896B, HETI- 04- 1377,HETI -02 -T095, HETI- 02 -T090, HETI -02 -1253, HETI --02 -1726, HETI -02 -1728, HETI -02 -1736, HETI --02 -1742, HETI-02-1763 and HETI -02 - -1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTTERS 1. Notice of Acceptance No. 11- 0202.03, issued to Lawson Industries, Inc. for their Series "La Porte 8'0" Outswing Aluminum French Doors - L.M.I. ", approved on 03/17/11 and expiring on 06/05/13. E--3 Jaime D. Ga con, P. E. Product Control Section Supervisor NOA No. 12-0127.23 Expiration Date: June 05, 2013 Approval Date: April 05, 2012 ° BILL OF MATERIALS 145 I/O Max Unit width Swing 1. - •I'TER p DWG # PAW / REQD DESCRIPTION REMARKS 1 1 -901 111 -098 l FRAME HEAD 6063 -16 ALUMINUM Panel Widt ( 33 13/16' max. ) Q r r t 1 t l t 1 C 35 3/16 max. t r 1 2 L-902 LII -097 1 FRAME SILL 6063 -16 ALUMINUM 4 1 t 3 -L -903 L11 -090 2 FRAME JAMB 6063 -16 ALUMINUM � _mr4 !'.�� \ 1 4 1 -904 111 -096 2 5200117E JAMB ADAPTER 6063 -75 ALUMINUM BOLT / O / /// / / %/ / ACt1Ve m 0 `` • ` / /%/ \/. �/ \ - © f - - 1 8 0 \ \ © / • \ �� %/ \ Inactive Widt 5 1 -906 L11 -092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM hi •'- O / / / : Sidelite /; //f/ //. ; pO{IgLE A L ' - __ _+- __ 1.NS�AATAS�T/ Max. DSL.0 6 1-907 111 -091 1 x panel HINGE STILE 6063 -16 ALUMINUM ' 7 L -905 1I1 -094 1 x pant LOCK STILE • 6063 -16 ALUMINUM 8 1-909 LII -095 2 x panel TOP & BOTTOM RAIL ADAPTER 6063 -T5 ALUMINUM 9 L -9II 111 -085 AS REVD 1/4 ROUND ALUM. BEAD - 7/16• 6063 -15 ALUMINUM 10 L-912 111 -087 AS REST 1/4 ROUND ALUM BEAD - 3/8' 6063 -T5 ALUMINUM e; O /// 11 FD -624 -2 1 -908 2 x panel HINGE LEAF ASSEMBLY 6063 -15 ALUMINUM 12 WS -001 TP 3286 AS REO'D. Bulb Vinyl Vts'p. -Team Plastics, Inc. See Material Composition at Sheet 6 c) '.. ..in 13 PVS -001 • AS READ. VTS•P. 6 TOP /BUTT. RAILS Schlegel FS - .187'.. X .210'),. ta x 14 PVS -002 • AS REGD. WTS'P. 8 FRAME HEAD 6 .61411 Schlegel PR - X 15 L -910 L11 -089 2 x panel STRIKER MOUNTING PLATE .187'.. .330'K 6063 -15 ALUMINUM y /fit 16 FD-619 FD -619-1 e x Wed STRIKER PLATE 6063 -T5 ALUMINUM � /,i / I% �// 40 7/1 ' look ea 17 FD-631 LII -086 AS READ. GLAZING ADAPTER 6063 -16 ALUMINUM /. //. Sid " Is is z 'te ---- 18 )B -001 SF -5502 2 x Panel DELTA FLUSH BOLT CB TOP & BOTTOM OF LOCK STILE) 19 80 -621 -2 HC- 024/125 1 SET DOOR LOCK / DEAD MILT SET KVIKSET - Series 6907 COMBO 20 FD -621 -2 HC- 024/025 1 SET DOOR LOCK / DEAD SILT SET SCHLAGE - Series FB350 COMBO va , 8 a , .TE 801.1 AT SHEET 21 j FD -621 -2 MC- 024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMA 22 • FS -035 AS RED'D Frame Install. Sore. -Head 5/16•- TAPCON 0 See Notes) 23 • FS-035 AS REVD Frame Install Screw- Janb /Sill 5/16•- TAPOON (See Notes) _ - - -- 24 15 -026 8 FRAME ASSEMBLY SCREW 812 X 3/4' PH. -PHI. 1 25 ■ 15-0I2 AS REVD. JAMB ADAPTER SCREW 810 % 3/4' PH.-PHI. �[T 26 F0 -634 LII -171 AS gum 1/4 ROUND ALUM BEAD - 11/16' 6063 -15 ALUMINUM r 1/ ' tom' e-i 6• 12 3/4• 4 (max. aG a 6' 1/8 1 • 27 • FS -043 8 GLAZING ADAPT. ATTACH. SCREW 88 X 1 1/4' £ M -PNG ANCHOR NOTES: I,w „{..6� 13 !8' 5i� ===III x• O° 6� �6• I4 - 'L J iii 28 8 FS -049 2/Panel Double Rao Assembly Screw 3/8'x2 1/4' Hex Screw 6 Nut 1. 1. SEE ELEVATION AT SHEET 1 OF 8 FOR 3/4 ANCHOR 0.C. MAX. SPACING AND LOCATIONS. Cat sldeUte) na 4 ,� /4 $$$ i-374- 29 ■ • AS RECT. NEUTRAL CURE SILICONE Sehn..- M°reheaa SM -5731 x4, �•� 2. SEE SHEET 4 OF 6 FOR INSTALLATION QCtiV@ panel) iYVxc' IVs pent) , 30 • • AS REVD NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS 3. EE ANCHOR TYPES. ® FRAME HEAD & SILL. "OXXO" EXTERIOR ELEVATION • 31 8 ■ AS REVD. NEUTRAL CURE SI11C0NE Tremco S -500 • 32 • • AS REG'S. Laminated pass see Pg. 5 Dupont - Sentry Glass Plus Bp= 1). QUALIFIES SOTGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITE WITH AND WITHOUT STORMS 6}• MAX. FRAME 0122 146 1/2 °e. % 95 $ /4 °h. OXXO 4). EXT & INT. FALSE COLONIAL MUNTIN APPLIED W/BH,ICONE. 6). QUALIFIES BINDLE OR DOUBLE 8117'TOM RAILS 8 . MAX. DAYLITE OPENING WIDTH ds PA° T . MAX. YLIT$ OPENING HEIGHT ds 83 1/8° 8. SEE ELEVATION AT SHEET 1of8 FOR MAX. ANCHOR SPACING I . ALL DIMENSIONS SPECIFIED AR8 IN INCHES 10). NO HURRICANE SHUTTERS ARE REQUIRED NOTES' 33 • ■ AS REQ'D. Lamtnated Glass see Pg. 5 Dupont - PVB 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE FBC 2010 CODE. 3). WOOD BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR O STUCCO. TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES f SHEET 4 OF 8 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 34 : ■ AS REO•d Laminated Glass see 99. S Stifles - PVB 35 • HC -002 2/Panel PANEL ASS'Y ALUM. PLATE 1 1/2•• 2'• 1/8' (6063 -T5 ALUM) 36 • HC -004 2 /Pant Pant Assay Fddt Lenght Rod 3/e'Dio. -2011 Rod, Plate, Fiordg. Nut 37 • 85-011 8 HINGE ATTACHMENT SCREW 1110 X 3/4' P.H. / PHI. • 38 5 FS -044 12 SIDELITE ATTACHMENT SCREW 810 X 1' PH/PHIL. - (17' 0C her) 39 HC -006 -- ,''O50B614 6/Jamb I/2' Da. Hole Plug - Nylon 6 -6 MICROPIASTICS - Rockwell 8 -79 40 HC -007 ..-•.:7BG11 2 /Panel 7/8' Sta. Hole Plug - Nylon 6 -6 MICRDPLASTICS - Rockwell 0 -79 41 x 110 -010 1 /BOLT FLUSH BOLT Sill Plug - Nylon 6 -6 SUNCOPLASTICS Inc. Rockwell M -79 ARE NOT PART OF THIS APPROVAL PRODLTCfRBVL9BD UMITAT1ONS; 00coinplylogehhlbeElsllda 1 . MAX. DP . 188 P$F W/ (4) Surface Bolts & Gross Types A, B, C & D. Building Cods O (SEE LOCATION DETAILS ®SHEET 3 OF 6) %, 2. MAX. OP a ±76 PSF W/ 2 -Point Lock (octave)+ (2) Surface Bolts of Inactive °?"'mod 'Y4'.n, e 3 . MAX. DP ,e 176 PSF W/ Flot 5111 & must be used where mater Infiltration is �/ not required or opening is protected by overhung ratio greater than one. � • �0‘.7 tOgHsbt ®Iaoalere, t7"' TT ' - 4). MAX. DP =' 1.86 951 W/ Multi -Point Lack (1- active)+(}- pgeawe) of Inactive 42 L-913 111 -086 AS REVD. 1/2 ROUND FALSE ALUM EUSTIS 6063 -15 ALUMINUM 43 ■ • AS RECT. INT FALSE APPLIED MUNTIN 125' X .022' STOCK ALUMINUM 44 1-915 FD -623 AS REO'd FRAME HEAD SHEAR PLATE 6063 -75 ALUMINUM - 4• long 45 1 -916 LII -117 AS REG'D, FRAME LOM SILL - 69110NA1 6063 -T5 ALUMINUM 46 811^635 MC -1150 1 TWO -POINT FLUSHB7LT LOCK OPTIONAL ( MDR 8/- 76.0 ps0 TIP) 47 FD -626 10-626 -1 2 /Panel .FLUSH 001.1 GUIDE ALUM ANGLE 1 1 /2'x 1 tine L8' Alum 6063 -T5 48 611-627 FD- 627 -1 2/Pont 2 -Paint Lock Bolt 6a4de ANGLE 3'x 3'x 1 1 /2'. 1/8' Alum. 6063 -T5 Li .:Ir+e,>� . . )'. P;: i ' R:, ��' d H::w ®Oil • .. 4tP d „ ../ a'» s;I• 4 °„Reviasd it * • i w* .: �� --. w Revision Notes' '•7Id� 49 x • AS RE(YA Joint Sealant- White Colored 'Purvis Cm' Super Seal Revised to *amply s F8CR004 -I1 1 / /0 / to comply e/ FBt31007 & added *undated Glass 01/28/10 � t -Point Look 01 /27/I1 to comply r/ 2010 BBC I ,I, 0,,08 pyy /^y �^•� 7T• J/g/, 0 /®! 8501 NW 90th St. AFV FB"/ 1'fi1.0® 11I ``6T! MEDLEY, FLORIDA 33166 50 F11-638 NC- I SET LOCK ACTIVE RANDLE & 7518507 ASHLAND 11V5201A -A 51 611-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND 8105110- STACTS (INT DVSi'i2IE 15. INC.) (305) 896 -8660 52 F0 -640 MC- 1 SET LOCK PASSIVE HANDLE 6 7822207 ASHLAND 8VS201A -P MANUFACTURER OF gtrdtt7'Y ANININOX WINDOWS AND CtA38 DOORS 53 FD-639 HC- 1 SET MULTI -PONT LOO( PASSIVE ASHLAND 111/5110- STPAS4 era. am. Fa.l awn P6 4 pwk�,e, Ark~ ikwx Mkea K06 APPROVAL I IMPACT I DOOR I I 2 OF 6 54 FD -641 101- e x penal Multi -Point Lock Batt Guide NYLON 6 -6 Rockwell M scale 79 IS. 7'iw�• , wf :`. • 0 al%V`� ' 4,! ' ' ' I I DATE_ Swami aw Notion Eras* Vita n gy 11 "La Porte" Impact" French Out - Swim Door se ■ FS- 4 /Tirade Bolt Guide Attachment Fastens 86 x I/O' P78/PHIL. 56 FD -642 HC- 1 x Lack Lock Top Mount Adapter NYLON ADAPTER amen lir Nelson Erase 01/ 2 57 FD-643 HC- 1 x Lock Lock Bottom .Mount Adapter NYLON ADAPTER Seale nit &ynm. Numb. �° FD -203 I Rwn -r A 7E RLT "OXO" ELEVATION w SHEET SkleUte Pant VWeh - (3313/16'malt. t 4 • 1! pK 0. D T-- 145 1/2.. Max Unit Meth 73 5/16' Max Unit VWth Swing �li 1 A ( Panel Width % 0 i�- 9 II ", _ II !N! Inactive A U'; a�" IIz..J if II/ CI, Z7 �� ILO 7/'8' Max 1d Ut YW f^--35P3�16VIdh 8 8 • Y- Nax Linn flBignc C 95 1/4' n.x. height for hour e/ Lou 1/2' hi MIL ) . = I.11 Ma x.1 .3 Via cuss TYPE 'B° + / -(PsF) -, II ° I I0 ) )(J I II'll Wi_e- �,. ® =a - ' �ITII - - -1 - 1 - li- -5= 7 t - -- ±66.0 A()i e e 1 Q Q 5 :-:'. = = ^ n- +76.0 ^11 0 5 ±86.0 A 7E RLT "OXO" ELEVATION w SHEET SkleUte Pant VWeh - (3313/16'malt. t 4 • 1! pK 0. D T-- 145 1/2.. Max Unit Meth 73 5/16' Max Unit VWth Swing �li 1 A ( Panel Width % 0 i�- 9 II ", _ II !N! Inactive A U'; a�" IIz..J if II/ CI, Z7 �� PANEL WIDTB/RECHT ACTUAL KIS IN{ 0828) NUMBER OP mom /M • Y- Nax Linn flBignc C 95 1/4' n.x. height for hour e/ Lou 1/2' hi MIL ) I 1 1 1 1 I.11 Ma x.1 .3 Via cuss TYPE 'B° + / -(PsF) A •--iii -Ile! Ij /r=• : 82108T • F.J1 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' ; ; -10 ;,° -1 011 .o - - -1 - 1 - li- , t - -- ±66.0 17 3/16' ( +76.0 +76.0 5 ±86,0 23 3/16' SEE ALTERNATE SOLT OPTIONS AT SHUT 3 a s _ Swing a �( 35 3/166'' Fwo l . Q II U, @ II pp 1 _4 II -61 =i II t �s ' ef.)ve i Meer ✓1 "OXXO" ELEVATION If :II u T- ANCHOR NOTES. 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS. 2. ^.Jii SHEET' 4 OF 6 FOR INSTAt1ATION 1---- Sidelite CPont Width 33 13/16' rya 74 I/2.• Max Unit VWth - - PANEL WIDTB/RECHT ACTUAL KIS IN{ 0828) NUMBER OP mom /M • PANEL. NIDfl[ AMA!' Mg °NCB68 I 1 1 1 1 I.11 Ma x.1 .3 Via cuss TYPE 'B° + / -(PsF) A •--iii -Ile! Ij /r=• : 82108T • F.J1 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' ; ; -10 ;,° -1 011 .o - - -1 - 1 - li- , t - -- ±66.0 17 3/16' ( ? N SMFETU "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL. REPRESENTATION VIEWEO FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPUED YV/ SILICONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOU BOrTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. RAIL ccr ay wflktheFlorida D, 12.-0Ia X7.23 /20/3 L A RU "0" ELEVATION ''LaPorte IMPACT PUNCH OUTSWING DOOR - DESIGN LOAD CHART PANEL WIDTB/RECHT ACTUAL KIS IN{ 0828) NUMBER OP mom /M DP PANEL. NIDfl[ AMA!' Mg °NCB68 DP PEP ) °Aid & °TAE +/ -(ESP) cuss TYPE 'B° + / -(PsF) WASS TYPE °C° + /-(PBF) GLASS TYPE °D° + / -(PEF) ME • 82108T • WIDTH • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' sG9 5 +86.0 11 3/16• +76.0 +76.0 +76.0 5 ±66.0 17 3/16' ±76.0 +76.0 +76.0 5 ±86,0 23 3/16' +76.0 +76.0 176.0 5 ±86.0 29 3/16' +76.0 3760 +76.0 5 586.0 31 3/16' *76.0 *76.0 *76.0 5 +860 35 3/16' +760 +76.0 476.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 341/4' . 93' 2(6) 6 +86.0 11 3/16' +76.0 +76.0 +76.0 6 ±86.0 17 3■16' +760 +76.0 ±76.0 6 +860 E3 3/16' +760 +76.0 ±76.0 6 486.0 29 3/16' +76.0 +76.0 +76.0 6 +86A 31 ' 4_760 7760 6 +86.0 306' ±76D +76.0 +76.0 OPERABLE IMMEL YIL4T YEE7 APPLICABLE REW1R£YEMT$ P7 •R OMAN* COM • 0 PARENTHESIS INDICATES 1 OF AIICIIORS AT FRAME JAM8. �`��e °• 148E °•�� o • j 55228 °., ZS* • DATE_ a Ill tvlaT- tt4 s• FiFt4aa1 ReMal*n Notes: Revised to comply w/ Pl04 - 11/01/06 Revised to nom* w/ P8C2007 & added Insulated Mass 01/22/10 Ackland MA-Point look 01/27/11 Revised to comply w/ 8010 PAC L WS ON (xhIu22'r xES3, TNc. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -8660 NANUPAC00RSR OP 00AtN7' AWA(MUN WINDOWS AND WASS DOORS R,utut ep Nelson Eraso Anon DV Nelson Eras* Axw Wars Fart Clam Ftad 0*4.,p egrci, a IAaxr SA.M. 80* APPROVAL IMPACT 1 FREt4gf DOOR J 2 OF "La Porte" Impact" French Out -Swing Door bf..s.. Monism lam Navrbn FD -2003 IR..r ta. 1.ae .p 9/16' TAPCDN 1 V/ IS1E N07<ES BELOW FOR SPACING) 2 x IP.T.) VDDD DUCK W4' MAX SHIM TYP. INTERIOR SIDE 5 /16p' TAPCDN Vy/ iSEE NOTES BBELOOWWEFOR SPACING) JAMB MULLION • 0I 0 0 LOCK STILE 0 Active 0 IF 0 O Inactive :PT li.ilily111:11 1} F11aTV4� ':1•11i4ANasl{pari& 40 --441F- MULLION • JAMB t'I �r� 1 14:14. ';..I 11_ I, 1 1 1/R' MIN TYP D Active 1 1}• MIN EMBED TYP © 17 V Sldellte (DEXTERIOR SIDE "oxxaa UNIT VIDTH 1/4' — MAX SHIM EdgrIDsrance INTERIOR BIDS EX158108 SIDE INTERIOR BIDS LOCK STILES WITH FLUSH BOLT NA GL S o e' 1 EXTERIOR SIDE 1=, ® J LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT INTERIOR SIDE �}� i..R,NC i••4t. 75/16' TMAPPCONgJ CSEE NOTESDBELDV FDR SPACING) 1 k MI1 MBED TYP 2' sIII height OPTIONAL - DOUBLE BOTTOM RAI► DETAIL. PRoODDUCI Rl es Amp= No 12-012 �trw r:sfa . Montt Dade 0, Active Inactive OPTIONAL BOLT TOP BAIL Active X7 TWO —POINT MULTI —POINT MAX OP a ±78 PSF 1485. DP = 186 PSF OPTIONAL LO1 , DETAIL 2oia DAT OPTIONAL HOLT ® BOTTOM RAIL t SEE DETAIL E3 FOR MOUNTING LOCATION > FLUSH BOLT & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP - 186 PSF W/ (4) Surface Bolts & Gloss Types A, B. & C. 2). MAX OP v 176 PSF W/ 2 -Point Lock (active) +(2) Surface Bolts ® Inactive Revision Notes: Revised to comply e/ 58448004 - 11/01/08 Revised to comply e/ m007 & added Insulated Glass 01/MI /10 Ashland. Mull -Point Look 01/27/11 Revised to comply a/ 2010 PBC anima or Nelson Erazo 01 87 11 Draaa s1A Nelson Erazo Dab . 01/50/12 amm n.t.e. L 1 k MIN EMBED (TYP.> ANCHOR NOTES; 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR MAX. SPACING AND LOCATIONS. g 2. FASTESNERS 44 OF 6 FOR INSTALLATION (w) OPTIONAL SILL 1"71. -=,I:i„ miti pipit 5/16• TA�PCDNNgW TYP tSEE NDTNESESE 8 FIR SPACING) (°1 FLAT SILL NOTE; DDDRS 6 SIDELITES WITH THIS SILL TO DE 93 1/4• MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 760 psF DESIGN LOAD AND MUST DE USED WHERE WATER INFILTRATION IS NOT REQUIRED DR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR RDGF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. A�Ili WSON (Y1V'i:•T.,TSTRIEL4. I2V'C. ) 8501 NW 90th St. . MEDLEY, FLORIDA 33166 (305) 696 -8660 MINUFALIYARSR OF QUALITY ALNMlNON WINDOWS AND GLASS DOORS Dram Moo lows DMaa Fad 4M,I"la DM"/Nadea Dmr 8An6 NOA APPROVAL f- IMPACT (118118 1 DOOR f 3 OF 6 "La Porte" Impact" French Out —Swing Door //Ragmen Monks: F0 -2003 X5/16' TOWN V/ SEE B N EUIV FORE SPACING INTERIOR SIDE INTERIOR SIDE L K STILE Active Iasi s. 0 In. �i>•1} JIIIAiI�J,,,_ �J J m d3 o 0 i° JAMS 5/16' TAPCON V/ SEE LOV FMOR FACING LOCK STILE INTERIOR SIDE LOCK STILE , +rw,auam. 5/16' TAPCON V/ 1 1/2' KIN EMBED. <. yCSEE NOTES FOR SPACING) UNIT VIDTH EXTERIOR SIDE 1 k ,tee MIN EMBED CTYP.) a' KIN. EDGE DIET 7YP, MIN. EMBE TYP VO D DUCK 5/16' TAPCGN V/ 1 2' Ks EMBED. SEE NOTES FOR SPACING • . Ar.•: WOOD DUCK HEAD /4• MAIL SHIM TYP. 1/4' MAX. SHIM TYP. Stdeltte Attachment Scree C 6 Screws B each side of Ja(4l+s, - 12 total per sfdelite ) INTERIOR SIDE LOCK STILE UNIT VIDTH EXTERIOR SIDE CD `'y ® MULLION Active )+ 111 -r w WWI lr:= ''(I•�JOrA�{��nl +ill ti }!� EXTERIOR SIDE L_J EXTERIOR SIDE INTERIOR SIDE INTERIOR ME PRODUCTRWISED Florida • No 12.—o 7. s�. LOCK STILE EXTERIOR SIDE W v GLASS INTERIOR SIDE 0D.. ■ &11111 l' SILL '-ii .4..1 .' M1N EMBED • '' `• • '' t. ' `•a 111' MIN EMBED TYP . S • - t ^�:��' •s�i ,�, ...1., TYP 115/16' TpA��PNCDEDN�ggW�/ • ' GSkrIN TALLATIF3N NOTES FOR SPACING) DA EXTERIOR SIDE Revision Notes: Revised to comply w/ P1X2004 - 11/01/05 Revised to comply w/ 226200? & added Insulated Glass 01/22/10 Ashland Malt -Point Lock 01/27/11 Revised to comply w/ 2010 F2C 1M4m1 Dp Damn ep Nelson Erato r 1 87 It Nelson BratO lb /12 + 0.1.5. Inactive L INSTALLATION FASTENERS NOTE; '16 BUCK° MINIMUM REOUIRED FASTENER LENGTH HEAD: 5/16° X 3 1/2° Long TAPCON(*) SILL: 5/16° at 2 1/4° Long TAPCON(*) JAMB: 5/16° X 2 3/4° Long TAPCON(*) MULUONS: 5/16' X 2 1/4" Long TAPCON(I) f•1 TAPCON BY '°VICO° OR °BUILDEX° '2X BUCK° MEDIUM REQUIRED FASTENER LENGTH HEAD: 5/16° X 3" Long TAPCON(*) SILL: 5/16° x 2 1/4" Long TAPCON(*) JAMB: 5/16° X 2 1/4° Long TAPCON(*) MULLIONS: 5/16° X 2 1/4° Long TAPCON(0) f•i TAPCON BY "ELCO° OR °BUILDER° NOTES: ALL FASTENERS NJ 1 1/2° MIN. EMBEDMENT, AND 1/4° MAX. SHIM SPACP., • ALL TAPCON LENGTHS °L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR MAX. SPACJNO AND LOCATIONS ) WS ON (Y 1otrS'ri2TES• TN•C. 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696 -8660 NANTIPACIVR6R OF QDALRTr AfONINDN WINDOWS AND OLI&4 DOORS NCIA Dms AROVM.I 1'I 1` L� leiaM 4 Or 6 "La Porte" Impact" French Out —Swing Door :Wawa Nmsea+ 1DbawS,e IferiMm FD -2003 lsaarm lamb MEASLY SCREWS 008 1110 a 3/r PRIM.. SWORE ATTACHMENT DalTLE �10YE /•- ITEEIER MD F PRIMAL. SCREW E32 n VFATHEESIRIP FACE DP �•L � � s FRAME ASSEMBLY DETAIL INTERIOR ME ""- ""'"• SIDELITE /JAMB ATTACHMENT DETAIL "...SAUCING MMCA 8IDD SILL SEALANT DETAIL (RITE. READER TO SE SEALED 800LAR TO ELL DEPTH LW D WILE I.WT OFT AND RIGNOVE BUTTON LEFT JAMS HINGE ATTACHMENT DETAILS =EEG InEE 81902 AITACNNENT SCREW 1131 1110 a 3/4• PN.MMIL 814 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE NOTES FOR SPACING) 1• ..._.. ____ __.... I <6063 -T5 gm) I4 -0.1BS THM. MIN. ALUMINUM TUBE MULLION MAAg1 T5* APPROVED 1/4• MAX SHIM TYP. Laminated Chas by Dupont or Solutla Types "A ". "0" or C" tSEE TABLE v/ CORRE GLAZING TYPE a DESCRIPT 1//44d Round EXTERIOR BIDE GLAZING DETAIL #1 @Glazing Adapter 6/16" laminated Glass <SEE TABLE V/ C GLAZING TYPE & DESCRIPTI@D e INTERIOR SIDE Masi Siloone PANEL ASSEMBLY DETAIL 814 5110 OR SELF DRILLING SCREWS 1105 METAL STRUCTURE tSEE NOTES FOR SPACING) EDGE ___ 0,, a 36 801 M l• -•10 GA 819. N.) STEEL 21669. iN COL V)/ AtAM TO BE PLATED OR PAINTED) 1/4' Insulated nssulated 11/x8' Temp. Glass INSULATED 598220 TruSeai•- Ourn Sent Ss a Spacer 095115 - 1/4• A6• Space Pt.No. 610- 0511-357 EXTERIOR 0lealn* Read GLAZING DETAIL #2 5/16' TAPCON V/ 11/4' MN EDGE DIST X16' gE Cpl, TYP {SEE NOTMINESEFDR SATIES _ 1/4' MAX SHIM TYP. 5/16' ELCO TAPCON W/ 1 1 /E• MIN EMBED. (SEE NOTES FOR SPACING) <CONC. TO BE 3 251 MIND . v - ' i ° d••• :. , 1/4' MAX SHIM TYP. y2 xx (P.T.3 SEEM. NOTE 83) 1/4' MAX SHIM TYP. OPTIONAL INSTALLATION DETAILS AY AMY TD DOOR FRAME.JAND AND/OR FRAME INSTALLATION OPTIONAL DETAILS MT.) se ASSEMBLY DETAIL -2 DATE__ GLAZING TYPE & DESCRIPTIONS 468" 0/A laminated Close by D009nt - Claw Type "A" 172M 08808IPTI094 ! DETAO. 1 3/16• Annealed ��-• _ . >' .090. EuPont SSP Interloper tAee. 3 3/16• Annealed ...IRO" 0/4 Laminated Mono by Dupont - Mau ITEM DESCRIPTION DESCRIPTION DETA6 1 1/8' Annealed cu . 8 .090' DuPont PUB Interlayar 3 — •. - 3 1/6' Annealed 4 .340" / ,. - Glass T USN DESCRIPTION DSTLO. 1 1/8' Heat-Strengthened Glass cu B OW Sallee Pv0 Interiayerasu�- {It 3 I/O' Heat- Strengthened Glass a$ip• _JJf GLAZING TYPE & DESCRIPTIONS .340° 0/A Laminated Glass by Solutla - Glass Type °D" ITEM ANON DE M% ,8 -asu •' o -+- 1 I/8' Heat - strengthened Olen 2 .090' Sallee PYB Interlayer �A. -. 3 1/8' Heat - Strengthened Glass •" 4 1/4' INSULATED AIR SPACE :me - 5 1/0EIOn ' TERED GLASS .940° 0/A Laminated Glass by $olutia - Glass Type "E" ITEM DE80RIPDO< 41 1 uW ' 1 I■ x/r I 1/8' Hest -Stn engthenett Wass 0A90' 3 OuPmH 169 Interloy*' Ry ,(;'as♦ '' lib' Heat - Strengthened Glass s` , • - 0 4 1/4' INSULATED A10 SPACE 5 I/O' TEMPERED GLASS PRODUCTRRVI$BD IIuD CAdo Gm Fields » ' , ©8 423 4 !. e&1-3. Revision Notes: Revised to comply w/ FOCR004 - 11/01/05 Revised to comply w/ 258037 & added Insulated Glass 01/08/10 Ackland Mutt Point Look 01/27/11 RavLad to comply w/ 2010 RC s vtw aw Nelson Eraao pi?" Dram Hp Nelson Erato Date • 0 /60/12 L III, WS ON (YND'CJs'r12IS, i14C. ) 8501 NW 90th St. MEDLEY. FLORIDA 33166 (305) 696 -8660 MAM/F4CTORER OF QUALITY I.OINITIUM WINAOAS AND MSS DOORS' Iframo Moo ROA APPROVALIPm`t able [Fred DIPS 1F "La Porte" Impact" French Out -Swing Door IsA"e 80P8 Sudo n.t.0. Pmt Nmne.n Isose"e Amber, F0-2003 lame= 4F* "F" DI DI Q 6 ° 3�g- STEEL ® 1�Ln LOCK L ACTIVE & TRIMSET QBOTT.' GUh 3/8" STEEL 0. �.� T� GUIDE -POINT ACTIVE 0 HANDLE O.D. MD. i m 1 I k ^�• Or . ® a if � 11 -I II g $ m I I k N I. . 7 N T gg gg 8 8 e, m m 1 V 1 k k S ■r .° PASS & TRIMSET GU I /8 STEEL MuLn_�INr LOGO ® VE T Elm DE STEEL BID.7 PASSIVE ® HANDLE /� O.R BOLT 3` t I/ FLUSH BOLT TWO -POINT 49 ANGLE GUIDE #FD -� a LACK -1 3` � AND - .076 -II- • .07.05, - I 3.5 I 4.500 t .67j5 .062 II 6 .A60 -� +I 1.7 �-. 1259 1 GLAZING APTER #1.-910 .9 _I__ -1 .90E I- Li_.096 I{ 2,, `UARTER ROUND 11/18') BEAD 9 - PANEL HINGE STILE O gL-907 1.812 --1 2 FRAME HEAD O #L -801 .119 730 •726 I I 4.187 1 1250 100 .064 .064 f 1,500 124 1 .� `� 2.031 - HUGS LEAF �� gL-9DB .0� QUARTER ROUND 10 (3,6°} BEAD #1,-912 .07S - 2.000 1.150 7 INACTIVE-PANEL FLUSH 47 ANGLE 1 1/2° gFD -625 1.500 BOLT GUIDE LONG -1 11-.070 5.05 I LOCK STILE 4500 FRAME SILL 2 FRAME 635 � L_ ---T 1 1 #1. -805 o -1.75 -I L750 H I...-- 1212 -1 ,066 .063 to OwesLACK LOCK (+ /- N m n Xt pc-050 78.0 �j 7 j gN 8c pet DP) .808 QUARTER ROUND 9 (1 /a BEAD }L -911 1 SIDELITE ALUMINUM $5 2 PM-002 1/2` I! - 11 PANEL PLATE LONG -1/B` 1.250 4.000 .125 " .100 .136 .065 T 1.812 .072 09 0 062 �_l �` 1.625 ^{LO.I98 I p OB RAIL ADAPTER $1-909 .21. I AAS 42 gp ROMU N L -913 500 -I 4800 JAMB A O JAMB ADAPTER Flexible Vinyl WPM Cbmpwtfon -Team Plastics. Um. a. FPOC USOCIO Compound No.7200.76 4.348 D ABTM N0. .o 505 SpmB'aGredty °A °,t0ac 1.45 D2240 ToeN043amg111,PSI 1640 0638 UM root° Eloogatios,% 340.0 0.438 Modulus@ l00%Elmgo6ou, PSI 765.0 0.638 tmpm1261i50 Day .31.0 0 -746 X100 8 PANEL TOP & O BOTTOM RAIL #L -908 1 -1- j -L. FRAME JAMB O !IL- 903 0.078 -� 4. O FRAME HEAD SHEAR PLATE 44 6L -916 9� lir� �� il �� 7 1 rrf I ' I 'a „,� �`'>+>.9 1 '2. FPV 901lt95Cafl Confound No. 7287.34171 in.rCt L A6TM N0. Da[mmtetlimdre® A °, IO eea 75 D2279 8Pwitiotaevity i.as IYTOZ Tamil0Samg8yP2 1640 D-ss8 UlOmumOlongetioq% 325.0 0438 Madu1�Q100 %1Dmgoioo, PSI 765.0 D-fii8 ��� DIMENSIONS SPECIFIED ARE INCB� 2. SSE Eadn*ATION AT SHEET 1 OF GM PORCHES OR ANCHOR O.C. MAX. SPACING AND LOCATIONS 1'RODUCTROVISED as complying with the Florida •p 23 E'er -510 Ire ��y� I' y � v° L U 11 4.990 4� FRAME LOW SILL I.1 NOTE; 51.-918 t2 No -Tarr ,_ jo /3 lOIl68Ng By ...a � _ 'w. . RF.T'ER TO 11E161. `D3• AT SHEET 8 3 OF 6 FOR ADDITIONAL NOTES ANO [IMITATIONS. DR ' ggg8' 8g J f8P® ;.':. •,:I:" is K.. O Revision Notes: '$"/� j '}S 7• }� �� d �° �: Asa 66?26 •� i �lnwlated Revised to "1"14 w/ FOCE004 - 11/01/08 Revised to comply s/ P)22007 Si added * 8507 NW 90th St. WS 1 MEDLEY, FLORIDA 35166 lilacs 01/22/10 (YIV'IS'GI S'I'RTE2�1, IN'C.(305) 696 -8660 sia to an6. ,., s a as 18 FLUSH ()FLUSH 81.800 srEEL 0.n ssR t i- ass t..- e6a BOLT Ra.r a> Toe pan Isn gHC -001 S * .. : fi r • , : %,. pp „ •bey '• , ............ P `, P `: BaLland Mgit -P�nt Loon 01/27/11 VJNUPAC7VRRR OP ODAUTY ALUMNNUM WINDOWS .AND WAS8 DOORS Illulti -Point Locks ( +/- 880 pet DP) Hentaed b comply */ $010 I OC • aem urm A74 Clem al s eks /eoa a ekm< $Optional NOS APPROVAL rant DOM 1 TRENCH DOOR 1 1 s OF e amt lip n ErOio 01717,t1 �` Ye 01/8D /1B "La Porte" Impact" French Out-Swing Door Active Lock ASHLAND 8V5110- STACTS Paselve Lock ASHLAND 11145110- STPAS4 °°°" °° Nelson Eraso HANDLE & 2016 -Er ASHLAND RV520IA -A HANDLE & TRIMSET ASHLAND 6w92mA -P _800' DATE_ / 8eaen n.Rs. Nam 1 FD -2003 lamtwom berth "r MIAMI• COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTTRATION DIVISION NOTICE OF ACCEPTANCE { YOA) 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Iri 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 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube.Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, 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 and Small Missile Impact Resistant 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 # 10- 0610.02 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. • MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gav /pera/ NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. • Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Solos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) ManneLPer- Product Control Exa 'Firer NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 1 Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P z, P.E. Product Control : - iner NOA No. 12-0127.07 Expiration Date: May 30; 2017 Approval Date: March 29, 2012 E -2 WIDTH (W) - WI + W2 + W3 2 ANCHOR /CLIP ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CLIP — HORIZONTAL MULLION r ,� GLAZING PRODUCT VERTICAL MULUON • / GLAZING PRODUCT ANCHOR /CLIP _ GLAZING PRODUCT VERTICAL VERTICAL MULLION GLAZING PRODUCT 1 r'C MULLION MULUON GLAZING PRODUCT ANCHOR /CU- 1 W2 W3 MULLION MULLION SPAN WIDTH (W) - WI + W2 + W3 2 ANCHOR /CLIP WIDTH (W) = wt + W2 2 N ANCHOR /CUP HORIZONTAL MULLION ANCHOR /CLIP HORIZONTAL MULLION GLAZING PRODUCT Se j r ,� GLAZING PRODUCT VERTICAL MULUON • / GLAZING PRODUCT ANCHOR /CLIP _ U. n rn e d VERTICAL MULLION SPAN MULLION z GLAZING GLAZING '' a PRODUCT PRODUCT 'In m ANCHOR /CU ` ✓ 1 WIDTH (W) = wt + W2 2 N ANCHOR /CUP HORIZONTAL MULLION ANCHOR /CLIP HORIZONTAL MULLION GLAZING PRODUCT r ,� GLAZING PRODUCT VERTICAL MULUON • / GLAZING PRODUCT ANCHOR /CLIP _ U. n rn MULLION SPAN WIDTH (W) — WI + W2 2 TYPICAL MULLION ARRANGEMENTS N N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1 MULUONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE — SECTION 20018.4. MULLION & CLIP NOTES* 1, FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCTREVISBD as comWYkB with the Ptztda BulTdihgeode Data AAca No✓ i X ,!_. 156 TYP. - 1.690 .125 . 062 125 A62 I23 tfrIy� 41 to 6 44 tp to h " m r ca 6 1 _ L.. 3900 , (� 962 4•000 1.500 • - „ill. TN; t 1T'vlii ',ll \ \ T '.Y:11# ! _ 3.000 1300 3.000 L732 3.062 4.000 2 X 4 570. TUBE TYPICAL WINDOW FRAME .115 - 2000 .115 1732 2962 i_ ---' • I 2�0 4 S 4 & rw Q $ e7 k Z o z W = v a9i }jl 4.500 - 2X MULLION CLIP MULL ON .I86 .102. 1.062 t X 4 W100 1188 X 3 .IS6 CUSTOM .102 1962 9 X 3 MULLION COO 1.188 1 X 2 MULLION o �//0P \/ 0083-78 /��/ NOTCH ��, \/ 1' 6.000 STD. %TUBA CUSTOM .156 CUSTOM .078 1.062 1 X 2 MULLION . MULUON CUSTOM MULLION 8063 -76 Ixx: 2.070 In Sxx: 1.035 in (FLANGE FRAME) CUSTOM MULLION 8085 -78 Ixx: 1.000 in4 Sxx: 0.667 ink (FIN FRAME) 8083 -FB Ixx: 0.950 in4 Sxx• 3 LANGE FRAME) BOgy -TB Ixx: 0.370 in4. Sxx: 0.370 ins (FIN FRAME} 8083_76 Ixx: 0.330 ina. Sxx: 0.330 ire (FLANGE FRAME). iii M Q ` `r '"°� �j 2900 STANDARD TUBULAR SHAPES .125' ALL 8083 -T6 -.... 6900 �_2__„ +1900 j-•1S 2 TYP. WALL ALLOY o TYPICAL GLAZING PRODUCT . � • -.124 2 X 6 4900 t L000 d2S 2.000 .i� 2250 C•- 19� .._2pp0`.. 2.000 E4b25 �11. - 4900 -s .-.125 2 X 4 . ±� 2,000 MULLIONS 3.000-. CONTAINING 4,000 4.500 •' a C. C $ 5 1X MULLION CLIP ' / 8083 -76 NOTDH OPTIONAL • If l , X 4 STD. TUBE MULUON X 3 0. TUBE MULLION 1 X 2 STD. TUBE MULLION 8063 -78 Ixx: 0.330 in4 330 ire 7 T7 TYPICAL GLAZING PRODUCTS 6083 -76 Ixx: 2.070 in4 Sxx: 1.035 ina 6063 -T6 Ixx: 0.950 ina. Sxx: 0.6331'DUCT asconnplyMgwrih Widths Code Ex .1 z z HORIZONTAL OR VERTICAL. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STD. TUBE MULLION 8083 -TB Ixx: 8.280 in4 Sxx: 2.760 in STD, TUBE MULLION 8083 -TB Ixx: 2.980 in Sxx: 1.490 in .41,W,111/ .0 2900 .125 MN. ANGLE I `♦ NorcH OPTIONAL CLIP CLIP LENGTH INSTRUCTIONS; it ANGU • • MI UM T Y =T r 11 USING MULLION PROPERTIES ONLY MULL •L” 0011,h4 0000,8 '�;..;;3�44, `A.: >• •' �..lic • w w d�'•.�e y % �� 4.; 0 A �°� 4 49 V, rt Z •� "OAT •• 7 i "Art* '� � �, •• � '' , ....•• om,_ A ®�4, �H ++` 96 Ca USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS 1 X 2 1 X 3 1.688' P.6B8' STEP 1 DESIGN LOAD REQUIRED FOR PARTICULAR OPEMNa. STEP 2 USE APPROVED GLAZING PRODUCTS ussoso move L000 STEP q USES IscT�/0N TO MULL1aN As PER PRODUCT 1 X 4 3.688' NOTES; 2 X 4 2 X 6 3.688" 5.686' APPROVAL, STEP 4 SPECIFY MAx0.01M SHIM SPACRN0. 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON ARRANGEMENTS OR STACK CONFIGURATIONS. CHARTS 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT F1T SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. USING ON SHEET 3 of 10 SELECT MULLION SIZE STEP 5 WITH DESIGN RATING 140RE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP 6 ON SHEET 9. SELECT MICHOR TYPE NTH DESIGN RATING 6083 -78 2.600 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TUBE MULLIONS Wldth(w) MULL SPAN 1X2 1X3 1X4 2X4 1 2X6 TUBE MULLIONS Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 18 24 30 38 42 48 54 60 68 72 78 38-3/8" 150.0 150.0 123.0 102.5 87.9 76.9 88.3 61.5 55.9 51.3 47.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.6 150.0 123,9 150.0 112.6 150.0 103.2 150.0 95.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 74414" 54 60 66 72 78 28.3 21.2 17.0 81.5. 150.0 150.0 150.0 Width 04 MULL SP 18 61.1 133.2 150.0 150.0 24 48.9 106.5 150,0 150.0 30 40,7 88.8 127.8 150.0 38 34.9 76.1 108.5 150.0 42 30.6 68.8 95.8 150.0 A8 272 592 852 150.0 24.4 53.3 78.7 1442 60 22.2 484 89.7 131.1 66 20.4 44.4 63.9 120.2 72 18.8 41.0 59.0 110.9 78 120" 18 24 30 38 42 48 54 60 66 72 78 60-518" 89.3 67.0 53.6 44.6 38.3 33.5 29.8 28.8 24.4 22.3 20.6 150.0 150.0 150.0 150.0 142.3 150.0 118.6 150.0 101.7 150.0 89.0 145.4 79.1 129.2 71.2 116.3 64.7 105.7 59.3 96.9 54.7 89.5 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 139.5 128.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 84" 64 6o 66 72 78 56.3 122.6 150.0 150.0 18 42.2 92.0 132.4 150.0 24 33.8 73.8 105.9 150.0 30 28.1 61.3 88.3 150.0 36 24.1 52.6 75.7 150.0 42 21.1 48.0 662 140.8 48 18.8 40.9 58.8 1252 54 16.9 38.8 53.0 112.7 80 15.3 33.4 48.1 102.4 66 30.7 44.1 93.9 72 28.3 40.7 86.7 78 132" 18 24 30 36 42 48 54 60 68 72 78 18 24 36 42 48 54 60 66 72 78 57" 63" 82.6 46.9 37.5 31.3 26.8 23.5 20.9 18.8 17.1 150.0 150.0 135.1 150.0 108.1 150.0 90.1 150.0 772 131.1 67.5 114.7 60.0 101.9 54.0 91.7 49.1 83.4 15.8 48.3 34.8 27.8 23.2 19.9 17.4 15.4 45.0 41.6 70.8 133.4 150.0 100.0 150.0 80.0 68.7 0125.2 572 107.3 50.0 93.9 44.5 83.4 40.0 75.1 38.4 88.3 33.3 62.6 30.8 57.8 150.0 150.0 150.0 150.0 150.0 150.0 148.8 132.1 120.1 110.1 0 .8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 96" 54 60 66 72 150.0 78 37.7 ' 82.1 1183 150.0 18 28.3 61.6 88.7 150.0 24 22.6 49.3 71.0 150.0 30 18.8 41.1 59.1 143.8 36 16.2 352 50.7 123.2 42 30.8 44.3 107.8 48 27.4 38.4 95.8 64 24.6 35.5 86.3 60 22.4 32.3 78.4 66 150.0 150.0 150.0 150.0 150.0 135.1 120.1 108.1 98.3 90.1 83.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 108" 54 60 86 72 78 26.5 19.9 15.9 19.0 20.5 29.6 71.9 68.3 57.7 27.3 83.1 62.3 150.0 43.3 150,0 138.3 113.6 97.4 85.2 75.7 17.3 24.9 68.1 15.7 22.7 82.0 20.8 58.8 192 52.4 34.6 28.8 24.7 21.6 19.2 49.8 41.5 35.8 31.1 27.7 72 78 144" 18 24 30 36 42 48 54 80 66 72 78 150" TUBE MULLIONS I 1X2 1X3 1X4 2X4 2X6 - 19.3 42.1 80.5 150.0 - - 31.6 45.4 1282 - - 25.2 38.3 100.9 - - 21.0 30.3 84.1 - - 18.0 25.9 72.1 - - 15.8 22.7 63.1 - - - 202 58.1 - - - 18.2 50.5 - - - 18.5 45.9 - - - 15.1 42.1 - - - - 38.8 - - 31.6 45.5 126.4 - - 23.7 34.1 94.8 - - 19.0 27.3 75,8 - - 15.8 22.7 63.2 - - - 19.5 54.2 - - - 17.1 47.4 - - - 15.2 42.1 - - - - 37.9 - - - 34.5 - - - - 31.6 - - - - 292 - - 24.3 35.0 97.4 - 18.3 28.3 73.0 - - - 21.0 58.4 - 17.5 48.7 - - - 15.0 41.7 - - - - 38.5 - - - 32.5 - - - - 29.2 - - - - 28.8 - - - - 24.3 - - - - 22.5 - - - 31.0 86.1 - - - 23.3 64.6 - - - 18.6 51.7 - - - 15.5 43.1 - - - 38.9 - - - - 32.3 - - - - 28.7 - - - - 25.8 - - - - 23.5 - - - - 21.5 1 1 1 z 1 1 1 1 W1 W2 HORIZONTAL 4GILUON :4.a. 047 PRODUCT VERTICAL z GLAZING GLAZING W PRODUCT PRODUCT Z W1 W2 HORIZONTAL 4GILUON :4.a. 047 PRODUCT .., PRODUCT W MULLON SPAN I TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE; MULLIONS RATED IN THESE CI-IARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wt + W2 2 PRODUCT REVISED as complying with thoFlmMR. Sullen Code Ac NO 8xpimtlat Date ,7YKUJY�� 6:e .156 TYP. 1.690 1.405 L,/ 4.500 2X MULLION CLIP 8083 -T5 NOTCH OPTIONAL 2.000 2.250 4.500 1X MULLION CLIP 8063 -T6 NOTCH OPTIONAL 4.000 Lis III 7 1111 �I; Ida 2 X 6 STD. TUBE MULLION TYPICAL WINDOW FRAME STANDARD TUBULAR SHAPES TYP. WALL w .125" ALL ALLOY = 6063 -T6 TYPICAL GLAZING PRODUCT 1.000 3000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING .000 125 MIN. 2.000 CH OOP ZONAL ANGLE CLIP 8063 -16 CLIP LENGTH MULL 1 X 2 1688' 1 X 3 2688' 1X4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. .062 .189 r 129 4.000 .102 1.062 1 X 4 CUSTOM MULLION 6063 -T6 Ixx: 4.709 in! Sxx: 2.355 Ina (FLANGE FRAME) 4.0003425 1.000 .125 1 X 4 STD. TUBE MULLION 8083 -T6 lox: 4.709 in! Sxx: 2.355 in 1 X 3 CUSTOM MULLION 6083 -T8 Ixx: 2.168 in4. Sxx: 1.445 in3 (FLANGE FRAME) 1.000 3.003 2.688 0 i 1 X 3 STD. TUBE MULLION 6063 -T6 lox: 2.168 in Sxx: 1.445 in3 115• 3.000 1.500 --a 1.732 2.062 .1-4 mm 188 2 -1 X 3 CUSTOM MULLION 6083 -16 Ixx: 2.218 in °. Sxx: 1.479 in (FIN FRAME) 2.000 1.580 4.000 6.000 .180 j12 S.M.S. 012' O.C. C4Xj.4 2 X 6 STD. TUBE MULLION 8063 -18 Ixx:19.648 in4 Sxx: 6.549 in3 2.000 L625 4.000 3.620 2 X 4 STD. TUBE MULLION 6083 -16 Ixx: 7.649 in! Sxx: 3.825 in INSTRUCTIONS; USE CHARTS ANO GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 R GLAZING PRODUCTS MEETING ABOVE LOAD STEP 3 APPROVAL. CONNECTION TO MULLION AS PER PRODUCT STEP 4 SPECIFY MAXIMUM 5H0M SPACING. CHARTS ON 2000 mRE THAN N LOAD SP01F FDD IN STEP 1 ABOVE. USING ANCHOR TYPES SHEET THRU 9 AND STEP 6 ON SHEET 9 SELECT DANCHOR TYPE WHH DESIGN ANCHOR CHARTS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. R R PRODUCT REVISED as complying withthaPlorida Braiding Code No Expiration Data By T BE USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH AU. LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. NOTES; 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPUANCE. 2. MULUONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON ARRANGEMENTS OR STACK CONFIGURATIONS. 7 i 1 a °o 4e 1. 0 6 1 Om STEEL REINFORCED TUBE MULLIONS 1X3 1X4 ' 2X4 2X8 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width (w 18 24 30 38 42 48 54 60 68 72 MULL SPAN Width(w) MULL SPAN 1X3 1X4 2X4 2X8 Width (w) MULL SPAN 1X3 1 X 4 2 X 4 2 X 8 78 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 18 24 30 36 42 48 64 60 66 72 78 605/8" 18 24 30 38 42 48 54 80 68 72 78 18 24 30 38 42 48 64 60 68 72 78 57" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.7 135.3 124.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 36 42 48 64 60 86 72 78 . 74-1/4" 150.0 150.0 160.0 150.0 MITTIEMINKINIIIIKEN MEM KIMENIKEICIIIKEE111111ECM r r e I INEE111•10C11 MK= MEM r r r r r r �1 rr rr MEEMINEXIIIMEEMIIKEI0111 150.0 69.7 150,0 150.0 42.9 93.2 150.0 150.0 18 24 30 38 42 48 84 60 66 72 78 120° 44.0 95.7 150.0 150.0 33.0 71.8 118.6 150.0 28.4 57.4 93.2 150.0 22.0 47.8 77.7 150.0 18.9 41.0 66.6 160.0 16.5 35.9 58.3 149.7 31.9 51.8 133.1 28.7 46.8 119.8 26.1 42.4 108.9 23.9 38.9 99.8 22.1 35.9 92.1 18 24 30 36 42 48 54 80 66 72 78 84" 128,4 150.0 150.0 150.0 98.3 160.0 50.0 150.0 ® _ r r 150.0 MEM r rr rr 150.0 MUM MEM WEEMIN:116111■EXUEITE MEM 89.7 93.0 150.0 150.0 29.6 150.0 18 24 30 36 42 48 64 60 68 72 64.4 104.8 150.0 78 132" 33.1 71.9 116.8 150.0 24.8 53.9 87.6 150.0 19.9 16.5 43.1 35.9 30.8 27.0 24.0 70.1 150.0 58.4 150.0 50.0 128.5 43.8 12.5 38.9 100.0 21.6 35.0 90.0 19.6 31:8 81.8 1500 150.0 150.0 150.0 150.0 150.0 150.0 137.0 123.3 112.1 102.8 63" 94.8 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 . 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 84 130.5 114.2 101.5 91.3 83.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 160.0 150.0 150.0 1500 1500 76.1 142.4 70.2 131.4 150.0 150.0 150.0 150.0 60 88 72 78 18 24 30 36 42 48 54 80 66 72 78 96" 86.0 150.0 150.0 150.0 1C21111111•111231111111111EMINEXM MOM ® 150.0 MIME '. ONIMEIENI e e r e 111173111®' r r ®11111EXIIIIIIIMEEKEI 11171361•MITEIIIINIMEIIIMEtill 111111171111111EIMIIIIMIN r r ® ®® r r 150.0 48.7 75.9 150.0 1 =.9 108" 80.4 EMI 70.0 150.0 150.0 150.0 WEENIIIIIIKIIIIIIECEN METE WIEMMTEMMISTIMMEECEN 30.2 85.6 108.6 150.0 METIMMEINIIINCEM METE INTIMMEENIIIITION MOM 150.0 30,3 49.2 124.4 18 24 30 38 42 48 54 80 86 72 78 18 24 30 38 42 48 64 60 88 72 78 144" 25.5 19.1 15.3 18.0 16.6 65.4 41.5 33.2 27.7 23.7 20.8 18.5 16.6 15.1 29.2 26.9 89.9 67.5 54.0 45.0 38.5 33.7 30.0 27.0 24.5 22.5 75.0 89.2 150.0 150.0 138.6 115,5 99.0 88.0 77.0 69.3 83.0 20.8 160° 22.8 49.0 79.6 16.9 36.7 59.7 29.4 24.6 21.0 18.4 47.7 39.8 34.1 29.8 57.8 53.3 150.0 150.0 122.6 102.2 18.3 26.5 23.9 21.7 19.9 18.4 WI W2 HORIZONTAL MULUON r'GLAZIJG :, PRODUCT T LVERTICAL MULUON $ GLAZING PRODUCT GLAZING PRODUCT 0 GLAZING PRODUCT GLAZING PRODUCT 2 WI W2 HORIZONTAL MULUON r'GLAZIJG :, PRODUCT T ',` $ GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN TYPICAL MULLION ARRANGEMENTS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - WI 2 + W2 7 87.8 76.6 88.1 81.3 9i 3 1 1 1 1 1 5/18" TAPCONS 1 1/4" MIN 1-v2 MIN. 6000 PENETRATION QE DIST 2 PER CLIP (1 ON EACH WING) MILM pinop00711011 • IngleaM °I0OLOilt11 3/4" MIN. EDGE DIST. ALTERNATE ANCHOR LOCATION 2 BY 6000 BUCK II 11 IL-il 5/15" TAPCONS 1-1/2" MN. WOOD PENETRATION 1 PER ANGLE MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" OLLOW BLOCK 1.•••+..01 IX FLOATING CLIP 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 1 PER ANAIIII .00-1014•••••Are_perio 111 9—nor•—• 2 BY 6000 BUCK 1111 II 11 II 11 11 I 11 11 11 uu 1511M2Arlaye ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 11 11 11 11 II 11 11 11 11 U I t I /12A14011fr ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 /4" MIN. E ED 5/16" TAPCONS 1-1/2" MIN. W000 PENETRATION 4 PER CUP (2 ON EACH WING) 10101 —0.11111W—, " 26Y WOOD 811154 0 II 11 11 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE 1.1111°100101 FLOATING CUP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD I t II 11 11 II 11 11 1111 Ll LI 1 ilt 2 mALtey8" 3/4" IN .! 5/18" TAPCONS 1-3/4" MN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 4tf& • 11141121111411 2 7/16" MIN. 5/18" TAPCONS 1-3/4" MW. EMBED MRO MASONRY 2 PER ANGLE t•T - 1 II P 11 11_1' 84000 911040 F-11 1X FLOATING CLIP EN ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. I 1 I 1 1 1 I 11 II 11 11 It II II 11 11 11 11 11 'LI LI 1 I I ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 1"x4" & 2"x4" MULL fj1 2 ,Alstay8" MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BL. K 5/15" TAPCONS 1-3/4" MW. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 411 5/16" TAPCONS 1-3/4" MN. EMBED INTO MASONRY 1 PER ANGLE Nolln"„.40111,11MI • t 11 11 11 II II • II II • II U U t t t 1 2 X 2 X 1/8" ALUM ANG ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK PRODUCT REVISED complying with the Itimit* Saltdtog Go4o Acceptano6 No Expiiadosa Date 1 1 < I I MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3/18' TAPCONS 1 3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 3 1/4" MIN. 1 MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4" IOLLOW 13L)CK 5/18" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE • •:. 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WINO) ',V..? • 5/18" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE CONCRETE OR MEW BLOCK CONCRETE OR CEMENT BLOCK ilfm2Adr CONCRETE OR CEMENT BLOCK 2 X 2 X 1/8" ALUM ANGLE FLOATING CUP 4 MULL ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK MULL ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE '0' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL ALTERNATE ANCHOR LOCATION MULL MULL /— FLOATING CLIP • 5/15" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 111ER STASAwu .44 3/ " TAPCONS 1-3/4 MIN. EMBED INTO MASONRY 1 PER ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTEL t WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METRACRWATE LACQUER. RtOriermmnsm. ontiplying with the IWO% Hunan Co& No ExpOudon Data , # ,,, 60' it klaS4, 1 1 1 1 MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW B • K 3 -3/4" MIN. 5/16" TAPCONS 1 3/4" MW. EMBED INTO MASONRY 4 PER CIJP (2 ON EACH NIN0) • 2%6 MULL CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 5/16" TAPCONS 1 -3/4" MW. EMBED INTO MASONRY 4 PER CUP (2 ON EACH RING) 1 3/4" MIN 2%6 MULL MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6° MULL SHOWN MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4. HOLLOW BLO K 3 -3/4° 5/16" TAPCONS MIN. 1 3/4" MW. EMBED INTO MASONRY 4 PER CUP (2 ON EACII RING) 5/16" TAPCONS 1 -3/4" MW. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WINO) 1 3/4° MIN. CLIP LENGTH MULL "L" 2 X 4 3688' 2 X 6 5.688' AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ci) rola 0 g_ 0 1 S 1 i 1 ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 2°X6" MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. 1 1 PRODUCT' RBVISRD as compiying with thatodd6 13o6diilgCodoNo ExpiIWnDmo MIN. EDGE DIST 2 -3/16° CONCRETE OR 4" HOLLOW BLO K 5/18" TAPCONS 1 -3/4" MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 3 -3/4" CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/18" TAPCONS 1 -3/4" IAN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST 2 -3/16° CONCRETE OR 4° HOLLOW BL .• K OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL "L" 1 X 2 1.688' 1 X 3 2.688' I X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 1O. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTAUATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY g 14 S.M.S. 2/ CHANNEL TUBE ROWAN #12 F.H. S.M.S. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE ®2 PEER CUP 1 -1/2" O.C. MW. TUBE MULUON THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION t 4, . d12 FH SMS 2 PER CUP 1" O.C. MIN. 1 -3/4" X 2" K 1/8• (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FR SNUG INSIDE TUBE ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. (mower RgV1SED as cwop1YingwBhtheFlda� AmptazzNo txpizalonDale.(E 7 8 ra o ALUMINUM TUB 0 1 1 Is i is 8 18 MiM WIE MEM MEM KEN H Emu 0 MEM MZE 66 383/8 5058 b4 24 30 38 42 48 57 54 50 88 72 78 18 24 30 42 48 64 00 86 72 78 63 150 132 105 88 76 66 59 53 48 44 41 133 100 80 87 67 50 44 40 38 33 31 118 89 71 59 51 44 39 35 32 30 27 107 80 64 53 48 40 36 32 29 27 25 1E0 150 153 150 160 150 160 150 150 150 132 150 117 135 106 121 98 110 88 101 81 93 1M 150 1E0 150 153 150 133 150 114 131 103 115 89 102 80 92 73 83 87 78 61 71 153 150 150 150 142 150 118 138 101 118 89 102 79 91 71 82 84 74 69 68 65 83 153 150 150 160 123 148 107 123 82 105 60 92 71 82 84 74 68 87 63 81 49 67 150 150 150 150 150 160 160 150 150 150 140 150 150 160 150 180 150 150 139 128 115 108 160 150 150 160 150 150 131 123 111 102 94 150 150 150 150 160 139 123 111 101 92 85 and SLESTRAIE Cam e IN = k Ca +• OmC MIL. 150 150 180 180 160 150 '150 150 150 150 160 160 160 150 160 150 150 150 150 160 150 141 180 150 150 150 150 160 160 160 148 138 126 150 150 150 150 150 150 150 147 134 123 113 150 150 150 133 150 150 160 135 123 113 104 150 160 1E0 150 147 128 114 108 93 55 79 160 150 150 150 130 114 101 91 85 78 70 150 150 150 137 118 103 03 82 76 W 83 150 150 150 150 160 150 150 150 150 160 150 150 160 160 150 150 150 150 150 140 128 119 150 150 150 150 150 150 150 137 125 114 105 150 150 150 150 150 150 138 124 113 103 95 150 150 150 160 160 160 150 150 150 150 150 150 150 160 150 160 150 160 150 160 450 150 150 150 150 150 150 150 150 150 150 150 140 150 150 150 150 150 150 150 160 150 137 127 153 150 160 150 150 150 160 145 132 121 111 150 160 150 150 160 137 122 110 100 184 150 160 150 150 139 122 108 97 89 81 75 150 150 18 741/4 et 0 EMI MEM 0 MEM JEN 84 78 18 86 110 98 88 60 73 88 54 80 66 72 78 18 24 30 38 42 48 54 80 88 72 78 ANCF2 D Mtl. Bk. Blk 100 01 78 88 60 64 49 46 42 150 120 98 60 e9 60 53 48 44 40 37 140 84 70 80 53 42 150 160 150 150 and F 13 H I 8k Cana Cam Cora MI. 1 150 150 160 150 150 150 150 160 150 125 150 150 140 150 150 150 104 150 150 117 150 160 126 89 134 150 100 150 150 107 78 118 150 87 132 150 93 70 105 139 78 117 160 83 83 94 125 70 105 140 75 57 88 114 01 98 127 68 52 78 104 59 88 117 e2 48 72 98 54 81 108 58 150 160 • 160 160 150 150 150 138 150 150 160 150 150 160 111 92 79 69 81 55 60 48 43 150 97 81 69 81 48 160 139 119 104 92 83 78 68 64 153 150 150 138 123 111 101 92 85 160 180 150 150 138 121 97 124 103 83 77 63 62 63 62 48 150 135 108 90 77 83 60 55 150 150 133 116 103 93 8s 78 72 150 150 150 138 118 102 93 61 160 150 150 150 137 124 112 103 85 150 160 150 150 160 135 120 108 132 110 94 83 73 68 60 65 61 150 145 118 98 83 72 84 58 ANCHOR TYPE) and SUBSTRATE Wdlh A B C D E Ntl EIk Bik Elk 18 112 129 24 42 I 84 97 77 85 65 120 21 j 42 1 48 43 39 35 32 85 30 117 ea 70 59 50 132 • 44 39 35 32 29 78 • 27 18 • 108 81 e5 54 43 40 81 38 32 29 27 25 103 77 62 62 44 150 39 34 31 24 28 11 1 22 28 39 160 148 150 150 150 118 57 83 129 111 73 97 86 58 63 49 45 160 132 106 88 78 88 71 70 80 150 150 141 117 101 68 88 59 53 48 44 78 70 84 89 108 14 150 150 150 150 18 120 150 150 129 24 93 145 150 103 30 38 53 81 82 123 89 103 137 73 42 47 54 81 108 80 93 120 54 48 42 48 72 98 63 80 107 67 54 37 34 31 29 43 38 38 33 e5 69 54 50 58 78 72 88 48 44 43 37 72 68 60 58 96 87 80 74 51 47 43 40 60 88 72 78 41 160 54 160 121 97 81 69 81 64 48 44 40 37 150 118 93 78 87 150 129 108 92 72 85 59 64 80 150 160 124 103 88 58 77 62 47 42 89 62 56 10 1 21 38 52 48 F 13 H 1 144 108 87 72 82 64 48 43 33 33 33 131 93 79 63 83 43 44 39 150 150 130 109 93 81 72 es 69 54 50 160 148 118 33 30 120 93 72 87 62 45 40 38 33 30 23 115 87 69 53 43 38 99 85 74 68 59 54 49 48 150 136 109 80 78 86 60 54 49 45 42 150 130 104 87 74 85 68 52 47 Corm 150 150 160 144 124 108 08 87 79 72 87 160 150 160 131 112 98 87 79 72 68 81 160 160 144 120 103 90 60 72 88 80 65 160 150 138 115 27 40 89 87 11 e9 63 58 53 ML 150 118 8 1 4 38 140 105 84 70 80 53 47 42 38 35 Si u, 34 55 48 443 39 36 93 74 82 53 48 41 37 34 31 28 /- ANCHOR /CUP WI ANCHOR /CUP HORIZONTAL MULLION GLAZING PRO PRODUCT IF GLAZING PRODUCT (1 VERTICAL MULLION „J RTICAL MULLIO SPAN 4V 3 NERTICAL MUWON GLAZING GLAZING PRODUCT PRODUCT CHOR /cU WI ANCHOR /CUP HORIZONTAL MULLION GLAZING PRO PRODUCT GLAZING PRODUCT (1 W •_ GLAZING PR00UCT ANCHOR/CIJP RTICAL MULLIO SPAN 4V 3 W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED as complying with the Natlde Building Cade Acceptance No Data 1 me °o . ~•a0H74� a G• yam, O 2 41 71 lig 7