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WS-12-717Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172912 Permit Number: WS -4 -12 -717 Scheduled Inspection Date: May 01, 2012 Inspector: Bruhn, Norman Owner: WILMOT, PAUL Job Address: 435 GRAND CONCOURSE Miami Shores, FL 33138 -2462 Project: <NONE> Contractor: ETC UNLIMITED INC Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060170280 Building Department Comments REPLACE 26 WINDOWS & DOORS FOR IMPACT RESISTANT Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 172669. April 30, 2012 For Inspections please call: (305)762 -4949 Page 12 of 12 _. c7Mc7L-CA 4.110 INT41?IOR c2e5rat.eit5 625 SW 82 AVE.. MIAMI , FLORIDA 33144 I IlL ARCH -REG.* 6691 tak(305)444-4595 Juan A, PodrIcluez 4 A APRIL 30, 2012 Miami Shores Village Building Department 10050 NE 2"`I Ave. Miami Shores, Fl. 33138 PERMIT#: WS -4-12 -717 OWNER: Mr. PAUL WILMOT 435 Grand Concourse Miami Shores, FI. 33138 Dear Building Official I hereby certify that, the series 70 sliding glass door NOA: #04- 0622.07, meets all the testing requirements shown on page E -1 of the sliding glass door 770 series NOA; #11- 1018.14. If you have any questions, please contact this office NOTICE OF COMMENCEMENT A RECORDED Ginn' MIST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 32,06 - 019-o2ao STATE OF FLORIDA COUNTY OF MIAMI -DADS 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 11111111111 111111111111111111111111111111 1111 CFN 2O12RO286O57 OR 8k 28082 Ps 2669; (1Ps) RECORDED . 04/23/2012 10: 48:13 HARVEY RUVIN1 CLERK OF COURT MIA11I -DARE COUNTY, FLORIDA LAST PAGE Grand aim 1. Legal description of property and street/address: 43s C— dd �rtnu.rs.€ 2. Description of improvement 3. Owner(s) name and add Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. 7� 5. Surety. (Payment bond required by owner from contractor. 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 ri gor r "d"dcbmfeif may f1e somas provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number M 7 ;;r r: 8. In addition to himself, Owners designates the following person(s) top ii iitrit en0r'S.Notice as provided in Seclicn 713.13(1)(6), Florida Statutes. Name, address and phone number 6 (l • 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a (Afferent 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners %^ Ij' • orized Officer/Director/Partner/Manager Prepared By d' Prepared By Print Name ���I��>r Print Name Title/Office Title/Office Jtif ll(QA STATE OF Ft6Rft9A Al - L( . tc Q • c • COUNTY OF MIAMI -BABE •-/.0 0 • C The foregoing instrument was acknowledged before me this By P&"- l W i 1...04. v T d Individually, or d as for ❑ Personally known, or Iproduced the following type of identifi : _ 64^1 Signature of Notary Public: Print Name: el-A" (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 4 day of 2a/1 Signature(s) of • - or Owner(s DANNY MN NCTTARY PUBLIC, SEM OF N EW K NO.4S38775 QUALIFIED IN Klima COUNTY CERMIROATE MEP IN NEWYYORK CITY • 's Authorized Officer/ Director /Partner/Manager who signeN EXPIRES NOVEMBER 18. 28_0_ By �r i " "'.► By 123.01-52 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE; TAX FOLIO NO. 1-3206-619 -0280 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of property and street/address: 111111111111111111111111111111111111111111111 CFN 2012R0286057 OR Bit 28082 Ps 2669; Ups) RECORDED 04/23/2012 10 :48 :13 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for se of recording office 43s GevAck ts)u-me. 2. Description of improvement: 3. Owner(s) name and address: Interest in property. Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. 5~L S 5. Surety: (Payment bond required by owner from contractor, 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(1)(a)7., Florida Statutes, Name, address and phone number: 3i 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 fiom 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners ^ (. ' orized Officer/Director/Partner /Manager Prepared By /Id�t.1 Prepared By Print Name Print Name Title/Office ri9W 0— Title/Office STATE OF FLOTMSA N ' Lor...LC tZ •e. COUNTY OF MIAMI BABE IQ t'-' Leek C • C • The foregoing instrument was acknowledged before me this By p4..,` WiLstoi 0 Individually, or 0 as for 0 Personally known, or Eproduced the following type of identific tiep: (L8.- Signature of Notary Public: Print Name: ( u r`f-a• C /,'"'" (SEAL) DANNY OWN VERIFICATION PURSUANT TO SECTION 92.525, NOTARY PUBLIC, EWE CP N!W'VORK 525, FLORIDA STATUTES N0.41186775 that penalties of perjury, 1 declare that I have read the foregoing and QUALIFIED IN KINGS COUNTY ..w the facts stated in it are true, W the best of Illy knowledge arid belief. CERTIFICATE FILED N1P •YORK CITY Sin s of 0 or Owner(s MIS610N EXPIRES NGNEA� 18. a° I . g oboe() er(s' Authorized Officer/Director/Partner/Manager who signedve: 1 ' day of /TT t 2-0/1, 0K. vt•cS' LctraS+tL By By Book28082 /Page2669 CFN #20120286057 Page 1 of 1 fec Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 2010 Permit Type: BUILDING ROOFING Pmt wit la APR 2 212 PT By. Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder): Address: 4 3S G1 '1ft flrlQ € ufs12_ Phone#:@(Z'J 6O(-- OS( City: '04 i cLalvl% S s-e-S i State: zip: 3 318 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 43S C1r DaNa- 11f10....b\K 412- City: Miami Shores County: Folio/Parcel #: 1- 320(0- ®1 1— 09-BO Is the Building Historically Designated: Yes v NO Miami Dade Zip: 33(38 Flood Zone: CONTRACTOR: Company Name: 6Tc- . Address: 15514 SU) 1,‘" cT City: M A \ wk State: F Qualifier Name: CA 14Dc A State Certification r Re istration #: C CO 39a tote Phone #:(0S) 2B2 —'7 3 I3 zip ", ( 7 3 Phone #: Ip5) 2-82- `1313 Certificate of Competency #: Contact Phone #: `�9 ✓ lg g._' q 313 Email Address: /� /� /',n, r,, 1 DESIGNER: Architect/Engineer: ON ) A d ,%L,p V 8 2, ila:te (kq 1 Phone#: ita S Value of Work for this Permit: $ 6I' 15.7 Square/Linear Footage of W k: ❑ ❑ ❑ Fd Type of Work: Addition Alteration New Rep. ' eplace ❑Demolition Description of Work: _ ' I.'' al ± c&OO c = / Gt ********* ************************ ****** Fees * *** ********* * * ******* * ******* **** x***** **** Submittal Fee $ Permit Fee $ " j CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. .1 Signature ��_. The foregoing instrument was acknowledged before me this fig`' day of /gift t ,20 /2,by 14uL 1JtLr4to , who is personally known to me or who has produced Ft-414-1c ve'Z-S it c e ' AS identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission Expires: DANNY CHIN OTARY PUBLIC, STATE OFNEWYORK NO. 4988776 QUALIFIED IN KINGS COUNTY CERTIFICATE COMMISSION EXPIRES NOVEMBER 18. 20 /3 Signature Contractor The foreg/ing instrument was acknowJ »dg/ed before me this 1 day of W r(L 201 %by ` S ,4- . c��/L wh • s personally known t • me or who has produced as identifi N Sign: Print: ARY I I1 1 * ' IC: MERCEDES C. RC Q_),N • ion and who did take an oath. '"= MYCOMHIISSION #D D8 on j EXPIRES: May2, May 2013 Underwriters e My Commission Expires: : x******* *** * **n:+x *****x:**************** **** **+x***+x:x*:x********** ** ***:x+x *****+a+ *** * ****** * **n:**** ** *+x*n:***+rug*** APPROVED BY 7‘;/1- Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk STATe OF FLORIDA DEPAFfTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 ;NORTH 'MONROE STREET TALLAHASSEE FL 32399 -0783 OTERO, CARLOS A ETC UNLIMITED INC 7554 S OC-113'TH - CT.. MIAMI FL 33173 `Congratulations! With this)I license you become: one of the nearly one million. Floridians-licensed by the Department of Business and Professlonai Regulation. Our professionals and businesses range from architects to yachfbrokers, from boxers to barbeque restaurants, and:they keep Florida's economy strong. Every day we work to improve the way we do business in order- to serve you better For information about our services, please log onto wwwwmyfioridaIlcense.com. The you 'can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the-Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve .your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE a1TCF,NUMt3t P?, IVOa v n .: •••=ETC : 30274581.$ 305.6830991 . .. .. AIODA KOU ,.. 201 t • LOOAL B.LiaittiES.S. TAX 49*lAT ... •I*Vi'. 4014 - '''' '''..' ... 404_ s' 0 t, 1 ' ',• s, ,. " . U.S. POSTAGE • ".- ' '. • :' '...i,..,:.-,1 ':}4Mg WPC-44.1 : AN:MOO,. _ ••• ' . . ..:kust..',;•' ''41ftork' '.. , $'All,'' 840.1.0 PAID '';'" FUEiliWAW1-00,01 I ' . . *. Igit#10k ..'4ri/i, MIAMI, Ft, : PERMIT NO. 211 . . . . .. . .. . • .,. ,. .... .. • ....5.1;113:.6:16 rt.:9 . ED;SINESIsIRAMBItt.00ATION '.-.ft0RILtill.T151) INC • .755.4 1.13- CT 33,31,73:AININ.:TADE COUNTY THIS IS NOT .A BILL - DO NOT PAY RENEWAL • RECEIPT NO. 155847-8 STATE* C00036966 Ovvrain. ETt• :UN:LIMITED INC BOI LDIRG • ButuNg.42,,rmi,foicArmo • Koepollsy.v.fouTv..Any • . FAetkicAtiiAy Oft • courry...thcrrit0;.t.Hota • 'oekgi'I.:.•:.rr.:,=•,E}Seferr2I,./HE • NtIcrAER PIACtr4.A10.:triliER P,414Wrr. • nEoplqvilmilAly:Alitoll.a rrirrq;1 eNyt*-10..solort• IAF • 01:0,Vtf OU4IFICA- TIONik V415adrIV(Wyn" 06/03/2.011 60010000432 000075.00 SEE OTMER SIDE CONTRACTOR WORKER/S 1 00 NOT FQRWARD ETC UNLIMITED INC - CRLOSA OTERO PRES 7564 SW 113 CT MIAMI IL 33173 111,,,„1H,"1 h,16,111.11,"1"Idl11 hl,11,,Ond P 1/1 X1/11 -06 -15 17:47 an JEFF ATWATER CHIEF FINANCIAL OFFICER ETC 30527087'6» 305 8830991 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO SE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that' the individual listed below has elected to be exempt from Florida Workers' Compensation law. 03.022011 EFFECTIVE DATE: PERSON: FEIN: 03/02/2011 •OTERO B92536048 BUSINESS NAME AND ADDRESS: . ETC.. ,UNLIMITED INC MIA SW 113TH COURT MIAMI FL 33173 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED QENERAL CONTRACTOR EXPIRATION DATE: 03/01/2013 CARLOS A ** P 1/1 IMPOSTART: Penitent to C4sptar 440 • O5(14), F,S„ ea officer oI s torppretlun who elects eaewptlon from this chapter by filing • csr11(icrte of election under Ihls section may not lecorar bandits or campansetion under NI ch►plar. ?mum th Chapter 440.06(121, r.3., Certificates of election to be exempt... apply only within the • scope of Ile huciaess or Irate Ilsted on the sotto, of election to be exempt. Pursuant to Charnel 440.06(13), 1.5., Notices of e(ecllon to be exempt bed eerli(iicatea of alectloe . to be exempt shall be sabieel to Iarecsllon 11, et any lima elm the Wing of the titmice or MO isseance v1 Ills cnl((Iwle. (.1e Portion named on the Mice or catll(cste na longer meets the roquiremens of Ibis sact(on for Issueace of a certificate, The department shall scrota b certificate 01 spy lime (01 failure of the person named on the certificate In aver thb rsqulramonta el 11115 section, DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF .ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 03/02/2011 EXPIRATION DATE: 03/01/2013 PERSON: CARLOS A OTERO FEIN: 5$2535048 BUSINESS NAME AND ADDRESS: ET C...UN LI114ITE 0 7654 Sly 113Th COURT MIAMI, R 33173 SCOPE; OF BUSINESS OR TRADE • CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 44.0,05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compansetion under this D chapter. Pursuant to Chapter 440,05(12), F.S.. Certificates of election to • H exempt,. apply only within the Scope of the business or ,trade E the notice of election to be exempt. R E Pursuant to Chapter 440,06113), F.S., Notices of election to be exempt end certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for iSSuertce of a certificate, The department shell revoke a certificate et any time for failure of the person named on the certificate to meet the requirements of this section, be listed on QUESTIONS? ( 850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your reoords. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 RetailFirst CERTIFICATE OF INSURANCE RE : 0520 - 36884 ISSUED TO : ML%MI SHORES VII,LAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, Pt 33138 Producer : Sarai Medina Company : Emmanuel Insurance Agency, Inc. Address : 2370 E. 8th Avenue Hialeah, FL 33013 Phone : (305) 836 -3151 This is to certify that Glass Mirror Products Inc., 670 W. 18th Street Hialeah, FL 33010 -2423, being subject to the provisions bt the rronda vvarkerrOanpertsateon iav ras secureo-tne payment of any workers' compensation benefits due by insuring their risk with the RetailFlrst Insurance Company. POLICY NUMBER: 0520 -36884 Statutory limits -- State of Florida EFFECTIVE DATE: June 06, 2011 EXPIRATION DATE: June 06, 2012 Employers Liability 1,000,000 (Each Accident) 1,000,000 (Disease --Each Employee) 1,000,000 (Dlsease -- Policy limit) This certificate Is not a policy and of Itself does not afford any insurance. Nothing contained in this certificate shall be construed as amending, extending, or altering coverage not afforded by the policy shown above or affording insurance to any insured not named above. The policy of insurance listed above has been issued to the named insured for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document to which this certificate may pertain, the insurance made available by the described policy in this certificate Is subject to only the terms, exclusions and conditions of such policy. Paid claims may have reduced the shown limits. If the policy described above is cancelled before the expiration date Indicated, the Issuing company will endeavor to mall 30 days' written notice to the certificate holder named above, although if cancellation is for nonpayment of premium, then the issuing company will endeavor to mail 30 days' written notice to the certificate holder. In any event, the issuing company, its agents, and representatives accept no obligation or liability of any kind for failure to mall such notice. Date: Apni 19, 2012 Authorized Signature RO. Box 988 • Laketand, FL 33802 -0908. 1400.282.7648 • (863) 665 -606 • Fax (863) 666.1958 RetaflFinsl fltyurame Company 1 managed by Summit. 'the people who Sum workers' moire Summit Includes Summit Consulting Inc. and Its subsidiaries. summAkordigs.com WC 878 (Rec V) UN CO12e8182.1 t2 10 , utRitt-lUA I t 01- LIA131LITY INSURANCE 616f...-.1:16DIYY1 RODUCER Firat Insurance Group 10961 SW 40S Miarm, FL 33165 • Phone (305)221-787B Fax (305)554.7090 - -- • . -- • .....—. • • -----•-• . ....,—........ 4 ___............•. ....... INSURED ETC... UNLIMITED INC. 7664 SW 113 Ct Miami, FL 33173- 305 ... . ................. ................... .....____... 04/19/2011 • ..... .• - • • •__—• • ._• ^-t COVERAGES .fl-ree-OLiciEFO-F INSTAANCITISTED'AAVETEN INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAND1316 ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECT TO ALL ThIE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INER ADO L: , (POLICY EFFECTIVE POLICY EXPIRATION LTR INSRO; TyPE OF INSURANCE POIJCY NUMBER LIMITS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR .......61.-.1EILUSS.PWRAG.AFEQRP..40114:1k.EQLICIE§SACIW INSURERS AFFORDING COVERAGE NAM # -F—INSURER A: AMERICAN SAFETY INS COIyIP ONSURER C: INSURER INSURER E: GENERAL LIABILITY COAINIERCIAL GENERAL LIABU.ITY :110 CLAIMS MADE 0 OCCUR A 0 0 • .156MA-85477 :GEM AGGREGATE LIMIT APPLIES PER: • ;0 policy 0 PROJECT 0 LOC I. • ; AUTOMOBILE LIABILITY ! in ANY AUTO :0 ALL OWNED AUTOS lip SCHEDULED AUTOS rl HIRED AUTOS • l 0 NON OWNED AUTOS ....._, _ .____...... _ . . . • GARAGE LIABILITY . 0 El ANY AUTO 10 EXCESS, UMBRELLA up,BaJyy l I : 10 OCCUR 0 CLAIMS MADE r-., !!...j DEDUCTIBLE • ; .10 RETENTION 3 ' * WORKERS aMPONSATION AND I--- ; • EMPLOYERS' LIABIUTY . ANY PROPRIETOR 1 PARTNER / EXECUTIVE `ON! OFFICER / MEMBER EXCLUDED? • (Mandatory in NH) • ! . 11 yes, devote uncle; !,!„ ..ApEctAL Fltoyrseis beIo!or • OTHER . • . . EACH 0C-C-URRENCE • 1000.000. 11/07/2011 11/07/2012 01kffi4Te, - PREMISES (Ea occurrence)._ .. ' 100,000 MED Exe (Anyone person) 5,000 PERSONAL & ADV INJURY 1,000.000 GENERAL AGGREGATE 1,000.000 PRODUCTS - COMP/OP AGG 1,000.000. EICE0sMacaBIN490 SINGLE LIMIT • B0 (perD ttoenoILY INJ)URY BODILY INJURY (Per accieen0 PROPERTY DAMAGE rer =Nerd) . --... — AUTO ONLY - EA ACCIDENT ! FO-THER THAN EAACC: AUTO ONLY: AGG I • EACH OCCURRENCE AGGREGATE woly E.L. EACH ACCIDENT . . _ . El. DISEASE - EA EMPLOYEE; E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATTONS V1HicLeir ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS !GENERAL CONTRACTOR LIABILITY. . ..• CERTIFICATE HOLDER . ..• . MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD 25(2009/01) QF CANCELLATION 1 -SHOULD ANY OF THE ABOVE DESC EXPIRATION DATE THEREOF, THE WS 30 DAYS WRITTEN NOTICE TO I THE LEFT, BUT FAILURE TO DO SO SHA OF ANY KIND UPON THE INSURER, ITS A rrUTHORIZED REPRESENTATIVE ED POLICIES BE INSURER CANCELLED BEFORE THE ENDEAVOR TO MAIL HOLDER NAMED TO BLIGATION OR LIABILITY ESENTATIVES. 1988-2009 ACOR Alt ilghts ieieiVed; marks of ACORD The ACORD name and DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAM -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 20S Miami, Florida 33175 -2474 T (786) 315 - -2590. F (786) 315 -2599 maemminuddadsearlawai PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 (m 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 ofthe 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 "511-700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Wndow, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and seated by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Eamon date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Miami -Dade County eruct Control Approved Sbutlars Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following stateuent: "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 perfonna ne 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 =tragically 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. 11-040510 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. Gaseon, P. E. 1 APPROYEO' NOA No. 11-1013.14 Expiration Date: Mares 26,2016 Approval Date November 03,2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on :1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FM-4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on :1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10 /05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Subm1tted under previous NOA No. 05-1018,01) E -1 D. Product Control Section Supervisor NOA No. 11 1013.14 Expiration Date: March 26,2016 Approval Date: November 03, 2011 r PGT Industries 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) Small 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and strut that analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) 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® PVB Interlaayer" 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 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. GascoL, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL-4645, FI'L- 4649, FtL -4723, FTL -4947, FM-4650, 1111-4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmimdo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322116 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11 -0405.10, issued to POT Industries for their Series "SH -700 Aluminum Single Hung Window — i i.L", approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. G P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 N1 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F1 34275 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 pu poses. 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 Mai -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 "CA -740" Aluminum Casement Window - L.ML APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -made County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile 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 Couuty, 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. 08- 0117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.mMm1dade gov/neral 5-6s.„4-ra: NOA No. 11-1110.18 Expiradon Date: May 22, 2013 Approval Date: February 09, 2012 Page 1 .PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17 /02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, 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 and TAS 202-94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 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 and TAS 202 -94 along with marked up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3729, ILL- 3587, FTL -3582 and FTL -3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03 -0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Rre ulAffairs (PERA) E.-1 Jaime D. Gesell P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29 /11, signed and - sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07 /11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s /FL-4607 and FTLr -4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted wider previous NOA No. 05- 1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTIr -3729, FTL -3587, FTir3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03--0611.02) G. OTHERS 1. Notice of Acceptance No. 08- 0117.11, issued to POT Industries for their Series "CA 740 Aluminum Casement Window -- L.M.I." approved on 05/15/08 and expiring on 0502/13. —2 c4( Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11 111018 Expiration Date: May 22,2013 Approval Date February 09, 2012 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. © H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI K3: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4646, FTL -4647, FTL -4648, FTL -4649, FTL -4650, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 0 HURRICANE ZONE (HVHZ). -NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Rend Dv J.J. 10/07/11 Revision: 2010 FOC UPDATE Rand Bic J.R Reed By. F.K. aft 04/01/11 Oft 11/13108 Revisions: Rolston: 8 CHANGED CAP GLASS TYPE TO TEMPERED FROM HS ae>may R/G 9/1/05 chededtiy J.J. CHANGE NOTES 3 & 7. ADD NOTE 9 ADD GLASS TYPE M TO NOTE 1 GLAZING OPTIONS 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 E r GENERAL NOTES rce: ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better satiesSfodet 811700 Saab: oneergho. 'Rer NTS 1 a 11 4040 -20 D PRODUCT REVISED as complying with the Florida Building Cade Acca, ,:, • No By I % Miami Dads Product Castro ```�,llllli!lfi /1 `\ \`INN •O b`�'6tlsl?� 6.105 �= • No. - • ,''�FSSONP\c \\ ‘�� A. LY�Mil.A1LLER, P.E. FL P.E.# 58705 A 6 87,88 or 9� i 1/2" NOM. GLASS BITE 10-3,84 or 85 4r1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 5/16" LAMINATED GLASS 1 1/2" NOM. GLASS BITE 1 1/2" NOM. GLASS BITE 0 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. GJ EXTERIOR INTERIOR [> (ALL SECTIONS) ----- ---- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS n r—, r 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE —1/8" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI 3 1/2" NOM. GLASS BITE t 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS A 13/16" NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI Rowdily: J.J. 10/07/11 Revmo= D NO CHANGES THIS SHEET J.R. Dalt 04/01/11 Revision: C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS Rend FJG Date 11/13/08 Rowsraug 8 ADD ITEM 92 TO 5116 LAMI LG. GLASS (AAA) & LAMI 10 NOTE DrawnF.K Da9 /1/06 mocked* J.J. Dan 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.BQX1629 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ntimenith 8Hi00 non Full _ 2 of 11 Own o No. 4040-20 D PRODUCT REVISED es complying with the Plorlda Building Code Acceptance No Ex ' 'a Date Miami ado Product Centro Ittt11 II, ,, 1t'v `�NN.. ••. 0p�, /, ' ▪ No r58705 A. L AM MIL% k P.E. FL P.E.# 58705 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPT A a 5 TABLE 1. TIP -TO -TIP FRAME DIM IONS WINDOW HEIGHT WIDTH 83" 44" ,• ... 72" 70" 72" 74" A,B,M • 48" A,$,M 4 +80,0 -80:11r1-80.0 -80.0 -80.0 80.0 -80.0 +80.0 480.0 +80.0 40.0 +80.0 -80.8< +80.0 -80.0 60" A,B,M , +80.0 40.0 , +80.0 - .0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +79.0 49 0 52" A,B,M +80.0 -80.0 + .' .0 -80.0 +80.0 -80.0 +80.0 -60.0 +78.8 -78.8 +77.3 77.3 +7 • 5.9 831/8" A,B,M +80.0 -80. r +80.0 -80.0 +79.6 -70.6 +78.2 .78.2 +78.9 -76.9 +75.4 .75. +74.0 74.0 UP TO 53118" C,D,B,F,G,H,I,J,K,L +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 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH ` 38 3/8" 44" 60 6/8" 83" 72" 74" 78" - 48" A,B,M +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0. 50" A,B•M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 40.0 +80.0 -80.0 +80.0 40.0 +76.9 -76.9 +70.0 -70.0 +68.8 48.8 +67.6 47.6 63118" A,B,M +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +75.0 -75.0 +68.0 48.0 +66.7 -88.7 +65.5 -65.5 UP TO 531/8" C,,E,F,G,H,I,J,K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0, +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH le 78" FLANGED AND 76" INTEGRAL FIN) WIDTH 1 GLASS TYPE 143 118" D,E,F,J,K,L TABLE 3. 17 1 /8" I 2211118" I 28 3/18" I 33 4" I 39 8118" I 4413/18" I 60 6" I 6515/18" +80.0 -80.0 +80.0 -80.0 +80.0 -80.01 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5116" LAMI • (1/8"A,.090,1/8"A) F1L•4647, 4648, 4723, 4957 6.5/16" LAMI - (1/8'A,.090,1/8"HS) F1L -4647, 4648 C. 5116" LAMI - (1/811$,.090,1/8 "HS) F7L- 4647, 4648 0, 7/16" LAMI • (3/16 "A,.090, 3/16 "A) F1L -4645, 4885 E. 7/16" LAMI • (3/16 "6,.090, 3/16 "HS) F11. •4845 F. 7/16" LAMI • (3118"H8,.090, 3116 "HS) FTL -4845 0. 13116" LAMI 10.118" T, AIR SPACE, 5/16" LAMI • (1/8"A,.090,1/8 "A) F7L •4646, 4723 H. 13/16" LAMI 10 -1/8" T, AIR SPACE, 5/18" LAMI • (1 /8"A,.090,1 /8 "HS) FTL -4646 L 13/16" LAMI 10 -1/8" T, AIR SPACE, 5/16" LAMI • (1 /8"HS,.090,1 /8 "HS) F11:4646 J. 13/16" LAMI 10 -1/8" T, AIR SPACE, 7/16" LAMI • (3116 "A,.090, 3/16 "A) FTL -4649, 4660 K. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI • (3116 "A,.090, 3/16"HS) FTL•4649, 4650, 4958 L. 13/16" IAN 10.1/6" T, AIR SPACE, 7/16" LAMI • (3116 "H8,.090, 3116 "HS) F1L -4649, 4650 M. 13/16" LAMI 13.1/8 "A, AIR SPACE, 5116" LAMI - (118 "A,.OgO, 1/8 "A)4 FTC 5063 w HT. „0„ MEETING RAIL "X" 1 :TH "O" MEETING RAIL "X" "0" HT. MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. S SH W iaT. MINUS SASH HT. S_TH PRODUCT REVISED Florida as complying with Building Codo C_ Acceptance No " do > Date Raved* Rsvedigv #1.R. Wider Dales F.K. 11/13/08 rir 1:1C 9/1105 ased 10/07/11 04/01/11 iftvisidow D Rsvktons: C NO CHANGES THIS SHEET CHANGED CAP GLASS TYPE TO TEMPERED FROM HS Remote: UPDATE TOASTME1300 -02 REMOVE STDVIEW SASH HTREF TABLE 2. 6 REVISED TOMFORMATDPS. ADDWT. FIN. UPDATE TEST NOS owed* Doe J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 T DESIGN PRESSURES rmr: ALUM. SINGLE HUNG WINDOW, IMPACT vcslbty Better turimpada 8H700 NTS 3 « 11 1 4040 -20 Miami ado pro act Cont 001111011 • *, NO 6874 r-O Ap la u :•��� I{j -, IFS••.. .. , �, S10N AL A. LY, I�f(11IVAILLER, P.E. FL P.E.# 58705 SEE DLO TABLE 49 5/8" MAX. FIXED DLO (ALL) o� 53 1/8" MAX. FLANGED wiDTHA 52 1/8" MAX. I.F. WIDTH Lur 1 75" MAX. I.F. D HEI HT SEE DLO TABLE (MAX.) SEE DLO TABLE X j 38 /16" MAX. SASH HEI HT 76" MAX. FLANGED HEI HT 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B 0 SEE DLO TABLE 1 X B DETAIL D VIEW (CUSTOM SASH) J HEI 20" SASH HEIGHT 76" MAX. FLANGED HEI HT A SEE DLO TABLE oy SEE DLO TABLE A 75" MAX. I.F. HEIGHT A 76" MAX. FLANGED HEIGHT S E NOTE 4 DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE 1 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI CHT SEE DLO/ ABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A C1 SEE DLO TABLE SEE DLO TABLE 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11 /16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 341 /2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 16 3/8" 15 3/4" E 163/8" 153/4" TABLE 5. R By: Deny /07/1 1 Reviskes: 0 NO CHANGES THIS SHEET Rovedly: J.R . 04/01/11 Revisions: NO CHANGES THIS SHEET Roved Sy: F:IC ate.: 11/13/00 Revisions: B ADD INTEGRAL FIN (I.F.) VERSION, CHG. NOTE a ADD NOTE4. Dmu*, By. F.IC 9/1/05 Chsokedity: 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PST visibly Better ELEVATIONS rm ALUM. SINGLE HUNG WINDOW, IMPACT asiesiliadek SH700 scau NTS Sheet 4 of 11 4040 -20 rum D PRODUCT REVISED as complying with the Florida Building Code Acceptance No i‘ • CO ,won ate >7r71' Miami i ado Product Control 0‘01,01 14 ���W tl //< /,. is : No• 52305 • • Toy ''O(•••• $co�?�o�'•'' ''''fSS /ONA\- ‘ A. LYNNh1111LL, P.E. FL P.E.# 58705 I-- NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 2.784" " OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. 0 ® NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 II INSIDE INSIDE MAX. VENT DAYLIGHT OPENING 0 MAX. r III -44-11 ,,,„;:\I .....A.,,, „,„!,,,,,. .....0.......,1 .„,,„ti..,11 ,,,,,..1,1r7,77.,_..0E--.„ ,.._, 2.710" FIXED LITE DAYLIGHT OPENING _ _ 7, 8 OR 17 II t om =� F OUTSIDE • ' r I - I MAX. FIXED LITE OWIDTH T OPENING ( MAX. WIDTH SECTION A -A /OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 0 0 err � Illl * 0 , iiI;t6*1I44LIjM CO �� .._,,,_ LOW MAX HEIGHT 0 PRODUCT REVISED as complying with the l�lorida� Acceptance No "' .� MAX. VENT D AYLIGHT OPENING / , HIGH-SILL 0 s,L [.. j • 0 SILL HEAD JAMB OUTSIDE J — _ 68 AI.F. FRAME ` 2.710" n 11 ' 1111 ' III I � 14 - - OUTSIDE 2.946" (HIGH SILL) 0 `-ij- ,I .n Sato .._ '7�% � -:r. " SILL) SI 0 2. (LOW �'�`J" rilm ��IF r`n ITIIIMI c : , , Product Contra t t t I I I _ I SEE NOTE ABOVE - . F411 1/2 tin ,\\ 00. .� LYNN yl /� IN i� Off•,.••.. l�c,Q�. Qom; •' �'•. �1r * :. 144 58705 ._: RALIFT • ULTRALIFT ONLY SECTION C -C . 0 C ONLY SECTION B -N RADIUS TOP -k o � ,0 � ,, arG't . a 14 ' LU ALTERNATE HIGH SILL (LOW SILL SHOWN) (HEAD DETAIL - FLANGED VERSION) Rend Er J.J. t 1010T/11 Rev&ton ' D NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1820 NOKOMIS, FL 34274 P T SECTIONS me: ALUM. SINGLE HUNG WINDOW, IMPACT TAZE co .� . S . ',C),<•.. ' • .. PLOR�OP. •' 0 .e/. FS • . "". • • ty `.• " "7 SIONI11k- \ " I 1 A. LYNN 'MtLLEI ,'P.E. FL P.E.# 58705 Revad By: J.R. 04/01111 Revisions: C NO CHANGES THIS SHEET dais F.K. 11/13/08 Rte: B ADD IX. SECTIONS & CONSOLIDATE SAL COMPONENTS .—� Visibly Better 1.4964614 3/1700 Half 6 I 5 ' 11 N•' 4040 -20 Rev. D Drawn BO F.K. We 9/1/05 cnsoksdgi J.J. sae 2/23107 I ITEM DWC3,# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612226 2 1155 #8 X 1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 . ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 402$ SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8 ", 6/8 ", OR 11/16" 10 1080 BALANce COVER; 3/8" OR 6/8" 6BALCVR916 11 C, GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) #$ X .750 PH..PN. 811 ,, 7$34AA 12 E. GLASS, 7 /16" LAM, (1!8 "A,.090 PVI3,1/8 "FRS) BALANCE BOTTOM BRACKET 71BALTBKT 13 1085/10$ SASH TOP GUIDE ' 42504 15 I. GLASS, 13/16" LA I1 10;1/8" T, AIR SPACE, 6/16" LA11M, (1/8"HS,.090 PVB,1/8 "HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER,11 /16" SBM.C■0870 17 4063 SASH STO' COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8.32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 40540 Ono MFSI 'I'INf RM. 640540 23 40060 SASH TOO RAIL 64006 25 1235 W.,.1+0 X .270 BACK, FIN SEAL 678160 26 1b96 SWEEP LATCH 71086 27 101$ #8 X .625 PH. FL SMS 78$8 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 611'0249 31 4008 SASH Sipe RAIL • 612231 34. 1288 BASH FACE GUIDE 42501 38 1622 LA M SEITINt BLOCK 3/32" X25/64" X 1" 71022K 38 1052 LAMI 1G SETTING BLOCK? X3/4" X1/16° 71052K 6tP247W,K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEA13 BULB (THIN) 6TP248K 41 40390 GLAZING MO, 5/16 LAM. GLASS. 640390 42 4044B 0LAZING 8O0, 8/18 LAMI WIGRILL KIT 644703 44 4222A i GLAZING AD, 77/16" LAMI 64222 46 985C GLAZING 0 , 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, LE. LOW SILL 64072 49 4073A FRAME, t,E. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 63 1088 SPRING, SILL LATCH (EGRESS) 7$PRNG 64 2740 SILL LATCH iiofteSS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. 8 VER.) 61014 56 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER. KEY WIOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .136 DIA FOAM 61624K "maw Raid13$ J.R. Rowdily: 11/1$V6 mewl* bale &Wad ,. t>4t. P.K. 8/1/06 J.J. 2$/07 X7 /11 wimp: NO CHANGES THIS SHEET �luviecee 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS & W B ITEM DWG.# DESCRIPTION POT# 60 1836 SCREEN SPLINE - .135 DIA HARD 81635K 61 SCREEN CLOTH 61816 63 605 GLAZING CHANNEL (68$ X.500) 6533402 64 ' 1161 #6 X 1.000 PH. BUGLE TEK 705X1 67 GLAZING TAPE, 1 /16X iii .7/16LAM 9200.810 _ 68 4051A SASH BOTTOM RAID. {HIGH SILL) 84031 69 4060A FLANGE FRANK SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A CLASS, 5/16" LRAM, (1!8 "A,.090 0.I3,1 /8 "A) 81 B. GLASS, 5/16" LRAM, (118 "A,.090 PVB,1/3"HS) 82 C, GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 83 D. GLASS, 7/16" LAMI, (118 "A,090 PV8,1 /8 "A) 84 E. GLASS, 7 /16" LAM, (1!8 "A,.090 PVI3,1/8 "FRS) 86 F. (3LASS, 7116° LAMI, (1/8 "HS,.090 P1/8,1/8 "HS) 86 13. GLASS, 13/18" LAMI 10; 1/81, AIR SPACE, 6/18" LAM, (118 "A.090 PVB,118"A) 87 H. GLASS, 13/16" LAMI 10;1/8'T, AIR SPACE, 5/16" LANK, 1/8 "A,.090 PVB,1/8 "HS 88 I. GLASS, 13/16" LA I1 10;1/8" T, AIR SPACE, 6/16" LA11M, (1/8"HS,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAMI IG; 1 /8"T, AIR BPAiCE, T /16" LAM, (316 "A,.090 PN0,3 /16 "A 90 K. ©LASS,13 /18" LAO 10;1i8'rr`,AIi SPACE, 7/16" LAMI. (3/16 "AA90 PVB,3 /16"HS) 91 L. GLASS, 13/16" LAMI 10;1 /8'T, AIR SPACE, 7118" LAMI, (3/16 "HS,.090 PVB,3 /16"HS) 92 M. GLASS, 1k4S "LAM 1G;1 /8%, Aid 0P/4CE, /i8,LM , (4/8 "A,.090 P'110,1/87A) , 2.784 FRAME, I.F. HEAD #4071A. 6063 -T6 FRAME, I.F. LOW SILL #4072A, 6063 -T6 2,374 FRAME, I.F. HIGH SILL A Ate% #4073A,6083 -T6 FRAME, I.F. JAMB #4074B, 6063 -T6 (USED AS RADIUS TOP HEAD) ADD l l!: FRAMEi7EM# 47 48 49AND 50. UPOtAbE nu in. ADD I T EM 92. OHM D ES C R I T IO N ITEMS Z0& IS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 16a NOKOMIS, R. 34274 Visibly Better PARTS UST rig ALUM SINGLE HUNG WINDOW IMPACT w NTS I 6 « 11 I 4040 -20 PRODUCT REVISED os complying with Qte Florida Building Code Acceptance at No D Miami 01 ado Product Centro I--- 2.784 f n n r 1.+1 .062 --►{�- FLANGE FRAME HEAD #4002A, 6063 -T6 .062 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A,6063HD -T6® 3.446 .082 2.946 I+ -2.784 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 X2.784 FLANGE FRAME SILL (Low) #4003C, 6083 -T6 -÷x.062 11.490 I-a -1.451 0-1 T SASH STOP #4025, 6063 -T5 r-° -2.279 T 1.707 .062 3 SASH TOP RAIL #4006C, 6083HS-T6 .062 r_ 2.326 -8-1 H- 1.513 .738 .040 SASH STOP COVER #4053, 6063 -T5 2.326 7.-.° I 1.979 .082 - SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION - - .a5o .678 1.0964. ---.1 -T .062 GLAZING BEAD, 5/16" #4039B, 6083 -T5 SASH BOTTOM RAIL (LOW) #4007, 6063 -T5 1 2.638 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 -4.1 1.185 SASH SIDE RAIL #4008, 6063 -T5 A50 .678 1.096- I-*-0-I GLAZING BEAD 7/16" #4222, 6063 -T5 .050 .678 1.115- 1 -+--if GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .050 ' 1.096 --1 " t GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 .683 .050 -1-x•1 -1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 Roved* J.J. paw 10107/11 Rovisionx D NO CHANGES THIS SHEET Rewd6y: J.R. Poo: 04/01/11 Rem C NO CHANGES THIS SHEET Ran ttilp F.K. Drawn By: fie: 11 /13108 9/1/05 B. Cheeked8y: J.J. UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. AND UPG DE ITEM 21 ALLOY. X3/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1020 NOKOMIS, FL 34274 Pi GT Visibly Better EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT sHm � � o Half i d 11 4040-20 Ran D PRODUCT :REVISED as complying with the Florida Building Code Ex.) 2anoNo 1 / 6 Miami ado Product Control %tillll,,, �a'�.. • pCNsi' • . 'P Q �'O• A. LFv7:• 4• ---"'t 56k05 P.E. ,. ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. SUBSTRATE: ANCHOR TYPE: WINDOW WIDTH GLASS TYPE M N p 0 28.603 U N O U 34.603 40.603 WINDOW HEIGHT 46.603 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 52.603 58:603 64.603 76.000 19.125 C,D,E,F,G, H,I,J,K,L 1 0 1 1 111 1 1 1 • 11221212 24.000 A,B,M C,D,E,F,G, H,I,J,K,L 1 1 T2 1 1 1 1 11-222 1 1 1 a1i 1 1 1 2 21-i- _ T 2 1 1 Z1�a 2)'2 1 1 21 2 2 1-2 1 1 212 112 A,B,M 1 112 32.000 C,D,E,F,G, H,I,J,K,L 1 2 AB,M 1 1 112 1 1 1 U CO c 0NO U O U 21-2 1 1 1 212 212 if 2- 1 1 1 2122221'2 1 1 212 21-2 2TZ -211 1 1 213 1 1 1T2 37.000 C,D,E,F,G, H,I,J,K,L A,B,M PSF 1 2 2 1 2© 79 112 212 1 212 1 2 1 213 112 1 1 2 3 1 2 1 1 1 1 1 21�21112 212 1 1 ' 1 1 2122312213 1 1 1 1 2 2 2 3 1 2 2 3 1 2 2 3 2 3 1 2 2 3 2 3 1 1 2223 1 1 212.2. 1 1 21.3 2 2 1 1 2 3 --2T2 1 1 212 212 U V 0 U 212 1 1 21-2 1 1 1 212 212 1 21.3 212 1 21- 3 2 2 1 2 2 1 21-2 1 1 2[2 2T3 1 1 313 212 1 313 212 1 212 if 212 1 212 2 © ©32© 1 21-3 1 23 2 23 2 2 3 1 1 1 25-- 21-3 1 1 1 2323 2 23 2 2 3 2 313 1 1 212 Ti 313 1 313 21-2 212 313 1 1 2 2 -53 212 1 3 3 3 3 1 1 3 4 1 1 T3 3 2 2 1 2 3 313 2 2 1 © ©Mmtiti,_ 3 Ell 2 3 - 4 2 2 313 2 34 2 34 2 4 2 35 2 35 1 1 1 3 1 414 313 1 33 1 -4T-11 2 414 2 4 4 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 40.000 C,D,E,F,G, H,I,J,K,L 2 11-2 AB,M 2 2 2 2 2 2 2 273 2 112 2 2 2 213 213 2 213 2 2 2 2 2 2 213 212 2 ri -21-a- 212 -2-5- 3 2 2 2 213 2 2 213 213 2 213 2 2 214 213 214 213 313 31-41223 324 23 2 2 2 2 2 2 2 2 2 2 314 315 414 2 2 313 414 44.000 PSF C,D,E,F,G, H,I,J,K,L 48.000 53.125 A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M 79 2 2 22 2 2 2 79 2 2 2 2 2© 72 2 2 2 2 2 2 2 212 212 2 2 X12 2 212 79 2 2 2 2 79 2 212 2 21-2 2 212 2 212 213 212 2 2 *113 ..212 2 313 2 214 2 213 3 2 2 2 2 2 2 2 2 2 2 3 2 2 -2 Ti 213 212 3 3 `I4 213 3 3 2 2 232x2 2 2 2 2 3 79 2 2 3 2 213 2 2 23314 2 2 2 ©3 4 2 2 21-2 2 3 2 2 2 222334 314 2'13 23 2 2 2 -3-f 4-2 3 -311 2 2� 2 3� 4 2 2 2 2 2 2 2 2 2 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 2 313 2 41 2 41-5 2 2 2 2 2 2 2 2 3 2 2 3 21333342334 3533343153345416 2 2 2 2 2 2 2 2 3 2 2 2 © ©3 3 4 ©3 3 4 34 2 ©3 4 3 53 Q„ 3j 3 4 5 4 6 © � MEMEMPAIlicial 5 4 6 2 2 2 2 3 2 3 2 2 3 2334314233434313314 453134546 2 2 2 -2- -3T4 2 2 2 31-5 2 2 33414 2 2 3 4 --51-1 31455 2 324 34 56 3�, 41-5 Rood By: J.J. Ronda). J.R. Oa: 10107111 04101/11 Revisions D NO CHANGES 7711S SHEET C NO CHANGES THIS SHEET Rood its F.K Des: 11/13/06 8 REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX. WHERE ANCHOR QTYIS RESTRICTED BY SIZE &ewe By: F.K. bog 7/29105 tked By J.J. 2123107 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 � Visibly Better TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED as complying with the Florida Building Code Acceptance No • i.. ._ Miami ado Product Control ANCHORAGE SPACING, 1/1 WINDOWS tab: ALUM. SINGLE HUNG WINDOW, IMPACT Sotioniodok 811700 NTS Shoot 8 "► 11 t 4040 -20 Rev: D FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS SUBSTRATE: ANCHOR TYPE. TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 WINDOW WIDTH GLASS TYPE N0• r0 O 0 0 co 0 c O 0 N 0 0 0 0 0 co 0 cV 0 0 N z 0 0 0 o tV O 19.125 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1. ..1.1.1. 1 212 1 1 212 2 1 .2i1.. 212 1 212 0 N z 0 0 � Z 0 0 NO 0 N 0 0 0 Z M O ON 0 Z 0 Z O 0 1 1 212 1 212 1 212 31z A,B,M 1 11 1 1 .7i TT 111 1 212 1 2x1 1 212 1 1 1 212 2 1 2 2 1 212 1 1 1 22 2�2 1 212 1 1 212 2T2 1 2x2 2 1 312 1 212 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L A,B,M 1 "IF 1 11 1 2[ 1 2 2 1 1 1 1 1 z(z 1 -21-2- 212 1 2 2 1 2 2 1 2 2 1 212 1 -212- 2 1 2T2 1 1 2T2 1 1 2T2 1 212 212 2 2 1 212 1 1 1 2231232 1 -21-2 1 1 312 1 1 312 1 1 2x2. 1 252 -31-i 3 2 1 32.000 PSF 68 77 C,D,E,F,G, H1I,J,K,L 1 1 1 1 1 111 111 1 2 2 1 2 - 2 1 2 2 1 ---2 Ti 1 212 1 -2-11 2 313 1 2 2 1 33 2 3 3 1 3 2 A,B,M 1 11 1 2 2 1 2 2 1 22 1 53 2 1 2 2 1 212 2 1 313 212 1 2 1 33 3 3 1 1 1 3 3 3 3 2 2 1 1 1 31331322 1 313 1 4 - 3 1 3- 2 1 1 1 3 3 111-5- 3 -31-2 37.000 PSF 59 87 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1x1 111 2 21 2 1 1 212 212 2 1 2 213 242 213 2 1 313 212 2 2 1 313 3 3 33 2 2 413 313 1 2 312,313. 2 1 413 --3-1 A,B,M 1 •1 2 212 2 2 3 1 212 2 -2T3- 2 33 2 3 3 1 33 2 2 4 3 3 3 1 2 312 313 2 1 4 3 3 2 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 2 111 111 2 212 2 2 -21-i 2 2 2 23 2 2 2 2 3 3 2 33 2 22 2 33 2 2 413 313 2 2 413 313 2 2 313 413 2 2 414 3 3 A,B,M 2 44.000 PSF 111 49 2 2 111 111 2 212 2 2 212 2 2 2 2 3 2 2 2 2 3 3 2 33 2 2 2 2 3 3 2 2 33 2 2 433x3 2 3 3 2 ;TIT 2 2 414 31.3 79 56 79 79 C,D,E,F,G, H,I,J,K,L 111 2 2 111 111 2 212 2 2 -.2- 212' 2212, 2 3 3 2 -2-11 2 3 3 2 314 2 2�3 2 -3-5 2 2 414 -311 2 2 3 711-4- 4 2 3 3 2 453 2 1 2 414 3 3 A,B,M 2 48.000 PSF 111 45 2 2 111 111 74 51 2 2 2 74 2 2 212 2 33 2 2 2 2 33 2 314 2 2 3 2 313 2 2 41433 2 813 2 41 2 4T4 2 3 - 3 79 79 C,D,E,F,G, H, I,J, K,L A,B,M 2 2 11 111 111 212 2 2 2 2 2 2 2 2 111. 111 2 2 212 212 2 2 22 22 2 3 3 2 33 2 -2-1 2 -2-1-i 2 3 3 2 3 3 2 2 3 F -3-11 2 2 814 313 2 33 2 313 3 2 2 2 2 2 4 4 3 3 4 4 4 4 313 414 3 2 2 2 2 2 443341-4443344 3 2 4 4 4 3 3 2 4- 4443 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 111 2 2 111 111 1 2 2 2 2 2 22212 3 3 3 2 3 3 2 33 3 4 4 2 33 3 44 3 -47-41 2 33 3 3 -4171 4 r 2 33 3 -4171 3 11-5- 2 `c 1 � A,B,M 2 111 2 2 111 111 2 212 2 2 - 2-Ti 212 3 313 2 -31.1 2 3 3 3 414 2 3T3 3 -4174 3 4T4 2 33 3 3 4 4, 444 2 3 3_ 2 711-4- 4 3 5r 2 4 3 1 1 3x2 312 1 1 3T2 312 1 1 -311 3 2 0 NZ 0 o 1 1 1 1 fi 1 1 212 1 1 4 3 711-Y 2 2 4 3 4 4 2 2 4 3 4 4 2 2 4 3 414 2 2 -4- 4-1-7 2 2 413 4x4 1 1 31 2 1 1 1 2 1 2 2 2 2 2 2 2 2 2 3 5 4 -41-4 2 3 54444 3 3 5455 3 3 51454 2 2 2 2 2 3 2 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. titABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. &ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) /17 HEAD 3 JAMB BELOW MTG. RAIL 1 BY "RODUCT REVISED es complying with the Florida 3uilding Code (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL Rovsd Bs J.J. NO CHANGES MIS SHEET Rend By: J.R. new 11/13/08 N00110056WHEF8HIGNIHOR QTY IS RESTRICTED BY SW. REWSE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR OTY I5 RESTRICTED SY SIZE. 7/29/05 Chalcod J.J. 2/23107 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 13.0. BQX 1529 NOKOMIS, FL 34274 13 G" r Visib& Better ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Rim ate • 1111 1(101 It" neS.fr1:611 0-1(14:4711"11.C3'1 c 43105 lotto ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES \ GLASS TYPE ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.12 22.668 28.211 33.754 39.296 44.839 50.382 55.925 moo cM,i-ON6 0 0 0 pcj8NOr-6a 0 0 S 0 0 0 0 0 ONO` S 0 0 0 -U 0 0 aONOPO�ON6T'6c y� 0 0 0 0 0 0 0 0 0 0 §"'6- 0 0 0 6*§)"6'�Ocei'ONO 0 0 �y 0 0 0 0 0 0 0 0 -O 0 WINDOW WIDTH 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1` 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, F, J, K,L 1 .....____. 1 1 __._ _........�....�.__....._.._..._ 1 1 1 1 2 1 2 1 _.__.. 2 1 _.- .___.__....- 2 1 2 1 ._..._ 2 1 .._._.._ 2 1 _.._.._..__._... 2 1 3 1 _.._ 3 1 2 1 .__ 3 1 ....._._..__.._..___ 3 1 2 1 ....__.__.- 3 1 3 1 ....._......_..._.._ 3 1 3 1 ......_........._.__.._._.._.-- 3 1 3 1 4 32.000 D,E,F,J, KA . . 1 �' 9� .1' 1 ITT- 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 37.000 PSF 79 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 40.000 PSF 79 79 79 79 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4, 4 5 5 4 44.000 PSF 79 76 79 77 79 79 79 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 53.125 PSF 71 79 63 71 79 64 74 66 77 • 69 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPES 'o co o WINDOW WIDTH N 8 Z P o co N 1 Z 8 co 0 9 Q N co 8 aV IQ U N z U Z 8 Mp a�l 2 V 0 th Q cV SQ ci N MQ N 3 Z 1 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 32.000 2 1 2 2 2 2 3 2 2 2 3 3 2 3 2 2 2 3 2 2 3 2 2 3 2 3 4 2 3 4 2 3 37.000 79 40.000 2 1 1 1 2 2 74 212 3 1 2 1 3 3 1 2 1 3 31313 31313 41313 41314 44.000 21212 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 41313 41314 4 1 3 1 4 68 78 2 1 2 1 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 48.000 63 72 79 51314 53.125 73 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 41314 4 1 3 1 4 51314 5 1 3 1 4 58 66 72 2 212 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 5 1 3 1 5 5 1 3 1. 5` ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. A TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AA FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 -4 A TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 I OD% -- R ViS,r yui%dingg Onto Mcept$nce 0 t 1 t L 1 r C n tOl J.J. 10/07/11 Rem D NO CHANGES THIS SHEET Dale: 04/01/11 Delta 11/13/06 Revislarto C B NO CHANGES THIS SHEET REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR CITY IS RESTRICTED BY SIZE t FIG 7/29/05 Checked Br J.J. tWan 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS 4040 -20 A D 14 IIIIrtr� // LYNN M /1 ... �,�� * No. 58n5 r° %lA STF , �'��SSIONA� $`‘‘ A. LYNIJ' ,FILL Ik, P E. FL P.E.# 58705 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) ..B • • ' .% 13/8 ". MIN., 1/4" TAPCON «. .1•.3/4" MIN., 1/4" CRETE -FLEX DJ- 1/4" MAX. SHIM —WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 1/4" 1/4" MAX. SHIM ' • -•. MIN. • =TAM If(�111 1 l,■1II 1 1 ,ln li111 If ►' • IN • •v 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A, 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 13 8" MIN. M 1/4" MAX. SHIM 12.3/8" A MIN. A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING A RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND b" O.C. 1/4" MAX. SHIM DETAIL F, (HEAD) WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME Rented Br J.J. Date: 10/07/11 Reties D NO CHANGES THIS SHEET Reved By: J.R. Deis: 04/01/11 Revteloat C NO CHANGES THIS SHEET Rend By: F.K Da 11113/06 Rai ADD INTEGRAL FINANCHORAGE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. enrim my: FK ads 9/1/05 Checked Ets J.J. X3 /07 f 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1520 NOKOMIS, FL 34274 I 12 1 " • ANCHORAGE DETAILS rax ALUM. SINGLE HUNG WINDOW, IMPACT Vittbly Better Bed,.A ble SH700 NTS &seek tarring No. 11 d 11 1 4040 -20 PRODUCT REVISED as complying with the Florida Building Cade 14- Ac n N e - v;77 20/‘ Miami D do Product Contra 011.YNN,44 ,/i,/� Ap.. •`CeNSE• �'Q * : No. 58705 I� lct At '�Oir •' tORI��•'�• ti?� /,,, ONA ■ *\ ‘ A. LYNk math; P.E. FL P.E.# 58705 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3 /8' AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AG. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® CONFIGURATIONS OPTIONS X 0 0 X x x x 0 0 0 X X x 0 x UNEQUAL LITES X O UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. D Q B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 1-1-i "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR - "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. Q4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN Q SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revsd By. F.K. Dale: 7/10/03 Revisions: C NO CHANGE THIS SHEET Resod its F.KG Rood Sy: J.J. Date: 8123/05 Dint notions: D ADD 70" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 10/24/11 Revisions: E FBC 2010 CODE CHANGE 8 30'RULE Drum By: F.K y17/02 CheckedBy Oats: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 122c Visibly Better NOTES AND TABLE OF CONTENTS rraa� ALUMINUM CASEMENT WINDOW, IMPACT Sarkinneekt CA -740 NTS Drawing No. Vow Shea 1 a 13 1 7045 -8 I E PRODUCT REVISED as complying with tho Florida Building Cade 1 Acre tattoo No "' D <:�� i►ti-. Miami Dodo P ct Contra /l3 ``�,�Stlltl /,., `� � ...YNA/ Ml � ∎ 4`... �,tGENSF' l ▪ F� . • No. 58705 ' L /1 STATE OF (V�� �i��•'• • • ' A. i initilidib /, RA. P.E.# 58705 • A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED -� GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED A OR TEMPERED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT (-e- STRENGTHENED GLASS 1 .65" NOM. GLASS BITE t 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR ,HEAT STRENGTHENED bLASS AIR 'PACE 1/8" ANNEAL D OR A TEMPERED LASS 13/16" .65" NOM. GLASS BITE IN MIAMI -DADE ANY IG UNIT INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL PRODUCT REVISED complying with the Florida Building Cade Acceptance No 1 1 1 +3Z01$ By irt 7.71r. RawdBy F.K Ravd8Y F.K Data 7/10/03 c NO CHANGE THIS SHEET Redstone D ADD 13/1I LAM LG. W /7 /16'(AMI. CORRECT 5/16* LAMI DETAIL Raved Bp J.J. Dee 10/24111 Revisions: E 30' RULE Drawn Bp Date Mocked By. Data: F.K 03125/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1829 NOKOMIS, FL 34274 P' T Visibly Better sedeaaroaet CA -745 GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT awe NTS awe 2 or 13 & *. 7045-8 Reg E et Contra o% 1111;1i \\. 0d LYNN Il -j /(! `'�. ���,.••��GEN$E '• F� • •. * * . No. 58705 � • STATE OF • �T .�•• 'LORI: '•••C,?��� A. Lynti INilile &E. P.E.# 58705 1 1/2" CENTERLINE I 1 1/2 "�� ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\\ TYP. (2) 13" MAX. O.C. i SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. " 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. i 4" MAX. I 4" MAX. 30" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT -■- OPENING 1 ^ 1 1 E / X SEE Mf ETING RAIL/DETAIL ;716. (2) 1 1 r v I I ) 141/2" MAX. O.C. TYP. r' ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 4" MAX. --"- 1 /\ t 1 /\ _ r / / / / / 7 X \� ■/ p , ■ \ \ ///X\ // 7, : l/ . . 1 \ / t 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT �-- 13" MAX. O.C. — ��-- -� / ,.' a. I- 141/2" MAX 0.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAY FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Red F. 7/10103 Revisions: ADD HINGE LOCATION DETAILS RendBf FIC 8/23/05 Rerlebne: D CHANGE MAX. HT. TO 76' AND MAX DLO TO 69" Reuel BIC J.J. Dote: 10/24111 Revielord: E NO CHANGE THIS SHEET awn ex FJC DAN 12/17/02 Checked By: Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT REVISED as complying with the Florida 13tu'ding Cads Acceptance No t Da Bor VLssbly Better "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT aedeafiwdok CA -740 SOWN I Ithowloy tVa NTS 3 a 13 7045-8 Rex E Miami Dade Product Contra • `��111ftIIii , LYNN Mj <<t� //' No. 58705 Ce U W~ .gyp'• sT ' �k ..;LORIOP'•�c /1/ss,ONM- .• A. Lynr1I{Aill14,14.E. P.E.# 88705 Roved By: FIG DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING �• / 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. P 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT I 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. 53" MAX. DAYLIGHT �-- 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING „ 4" MAX. 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT L4 MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING OPENING Y --'.1 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING • 4" MAX I \ / 4" MAX. � 13" MAX. O.C. I� 37" MAX. VE T — 60" MAX. FIXED ► A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) Date: 0/23/05 Rem c Rowed By: Fk bete: 7/10/03 Itevtabna D ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76" AND MAX DLO TO 69" JJEIr Date: 10/24111 Revlelowe E NO CHANGE THIS SHEET Drawn F.K. Date: 12/17/02 Checked ey F.K Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.80X 1529 NOKOMIS, FL 34274 rcT Visibly Better �: "X"; "0", 'XO" & "OX" ELEVATIONS Dew ALUMINUM CASEMENT WINDOW, IMPACT CA -740 9401, m eee NTS 4 of 13 Drakelne No. R= 7045-8 I E PRODUCT REVISED "s con ptytug d with tho Florida Building Cae Acceptance No Exp n Miatai L adv Ptoduct Control 00;11111i , 4,0 LYNN Iy �� //' 56705 NO. • r oc= ;-O•' �( °1 ' i • �. / / / /,'`SSIONA� `NN A.14{111 Whirl /a. P.E.# 68705 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LA 1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT . 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS N POS NEG POS NEG POS NEG_POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -99.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 709 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 - 60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B.,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0- -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 - B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70. -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70:5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. 1. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT REVISED as complying with the Florida Building Code • �� Acceptance No `� n ( 0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 j GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1 - 55.0155.0 . a to Agora NOTES: A Miami Dade Product CDDirD `,.�ttitiiiitl� �i' � t FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4 "- TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. \`•\�oN•I.LYNN �j.4! `.���,c. .' �NGENSF''•.• 4'* * . No. 58705 * •• • `4/` Rend By. FJ( Date: 7/10/03 Revbdons: C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. Box 113 NOKOMIS, FL 34274 Tr Desvdetwr PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOWS IMPACT i $ [ rE ' ' °I A.'' , . � ` //SS /QNA� v‘‘` ,, I i C� Lynr<I�IllliEii, d.E. P.E.# 88705 RevsdBy. F.K. Date: Revfstorts: REVISE ANCHORS & ADD 76" HEIGHT OPTION Roved By: J.J. Date: 10!24/11 v6tor" E NO CHANGE THIS SHEET Visibly Better CA -740 NTS 5 of 13 D1ONa"eN0 7045 -8 Rev: E &Sim BY: F.K Date: 12/17/02 cnedeeBy, Date: COMPARATIVE ANALYSIS TABLE 3. "XX" WIDTH "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 48 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 60 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 70.0 68.4 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 - 58.0 58.0 -63.9 63.9 -60.0 60.0 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -58.5 58.5 -56.2 56.2 -53.4 53.4 - 53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 - 57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 - 45.2 45.2 - 42.4 72 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 74 A - 75.0 70.0 -75.0 70.0 - 73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 47.9 46.4 -44.8 44.8 -42.2 42.2 -39.7 42.4 39.7 - 43.5 43.5 -41.1- 41.1 - 38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: • C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL 'XX SIZES UP TO 74" WIDE x76"HIGH I -55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend* Data: PaRODUCTREVISt3A D iyCOdO Ib the Honda Acceptance No "' 1- I Date .. MiamI R o Product Centro Revistanc Raved By: F.K. Dater 8123/05 Rabbits: D REVISE ANCHORS & ADD TABLES 76' HEIGHT OPTION Roved OF J.J. Date: 10/24/11 Ravtarm e: E NO CHANGE THIS SHEET Drawn By F.IC , 12/17/02 Checked Bs Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 P T Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT setrer94tL CA-740 lec5b:NT S Sheet 6 of 13 7045 -8 ae� E .(_ ZOiS 0`��1111Itlltrr `\ ♦�aONY LYNN .411z 4\CENSI� * No. 58705 a.Z. t - //" /,7/ONAL 040\'‘ A.1L �1biim) .E. P.E.# 58705 COMPARATIVE ANALYSIS TABLE 6. "0" & "114 - 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 6/16" LAMI (118 "HS,.090,1 /8 "HS) C. 7116" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A .090,3/16 "HS) HEIGHT WIDTHS 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "O" - "XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEG1POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 ,70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -55.01 55.0 -55.01 55.0 - 55.0155.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 65.0 391/2 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 46.9 - 43.6 43.6 -41.1 41.1 -38.6 38.6 - 36.5 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 • -83.2 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 42 84 A -75.0 70.0 -75.0 70.0 -82.4 62.4 -58.4 58.4 -83.3 63.3 -56.4 56.4 -53.4 53.4 - 50.0 50.0 -46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 CF -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.8 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 - 692 69.2 - 55.0155.0 - 55.0155.0 - 55.0155.0 48 98 A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 - 38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 -55.01 55.0 -55.01 55.0, -53.21 532 501/2 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 - 48.7 48.7 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -68.8 86.8 -63.5 63.5 - 60.5 60.5 - 55.0155.0 -52.61 52.6 -49.8149.6 531/8 108 3/8 A -75.0 70.0 - 58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -422 422 -40.1 40.1 -38.0 38.0 - 362 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -88.6 70.0 -78.4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 -60.0 60.0_- 57.3 57.3 - 53.8153.8 -49.41 49.4 -46.21 462 54 108 A -75.0 70.0 - 58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 - 39.8 39.8 -37.6 37.8 35.9 35.9 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 - 75.0 70.0 -70.1 70.0 - 65.4 65.4' -81.8 81.8 -59.1 59.1 -56.4 56.4 -52.81 52.8 -48.41 48.4 -45.21 45.2 551/2 111 A -75.0 r 70.0 - 57.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -422 42.2 -40.8 40.8 -39.1 39.1 - 37.2 37.2' - 35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 • - 68.4 68.4 - 63.6 63.6 :60.1, 60.1 -57.5 57.5 -54.8 54.8 -51.11 51.1 -46.81 46.8 -43.61 43.6 57 114 A -75.0 70.0 - 56.2 58.2 - 44.8 44.8 -42.1 42.1 -46.2 462 -42.5 42.5 -41.2 412 - 39.8 39.8 -38.5 38.5 - 36.7 36.7 - 34.8 34.8_ 69.6 B,E -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 73.3 70.0 - 69.6 C,F -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 ,-66.7 66.7 -81.8 61.8 - 58.7 58.7 - 55.9 55.9 - 532 53.2 - 49.4149.4 -45.2145.2, - 42.6142.6 581/2 117 A -74.2 70.0 -55.0 X70.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 402 -38.7 38.7 -37.8 37.8 -36.1 38.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 - 68.4 68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 - 69.0 69.0 - 84.9 64.9 - 60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 - 47.8147.8 - 43.6143.6 -41.71 41.7 - 40.8140.8 60 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 - 43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 �- 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3.67.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 48.3146.3 - 42.8142.8 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/18 "HS,.090,3 /18 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1-00.01 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3116 "HS,.090,3 /16"HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAM! -W/ 3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 X 0 Rend By' F.K Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Rase spa F.K. Do 6/23/05 Revielwrs: D CHANGE ANCHORS AND ADD 76" HT. OPTION Revsd BI: J.J. Dale: 10/24/11 Rev4stons: E NO CHANGE THIS SHEET DAMN 8y: F.K. 2/17/02 Checked ay. Date: 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.BOX1529 NOKOMIS, FL 34274 rIMMINI.OS Visibly Better PRESSURES- 0 & 1/4 -1/2 -114 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOWS IMPACT suedes CA -740 I Shook NTS 7 a 13 oam8g Na 70454 E PRODUCT REVISED os complying with the Florida Building Code Acceptance No Em i• ►attoo�■►`v f# Miami Dade ' uct Centro o.� yea P.E.# 68705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.09(1,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG r POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 v -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 - 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI-W/ 1/8 "HS,.090,1 /8°HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 1'0. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH j -90.01 70.0 1 1 1 3 3 3 X 0 X X 0 O X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 °A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: AD 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd 8y: FJG Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Raved 8y: F.K. Dais: 6123105 Revisions: D CHANGE ANCHORS ANDADD 70" HEIGHT OPTION RevedBy: J.J. Dale: 10/24/11 Revisions: E NO CHANGE THIS SHEET OtliWil Sy: F.K We: 12/17/02 Checked 8y. Data: I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 80X 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS nos: ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS Mos 8 of 13 J 7045 -8 rewE PRODUCT REVISED as complying with the Florida Building Code 1 Acceptance No • , 4 B EN te Mani Dade Product Control `�tl111111111 ```x,00 .. LYNN 4 , ,. • ti�c�rusF''•,-1' *. No. 58705 ' * j Y �•• STATE F X11. '/�Sa4/N�YM P.E. P.E.# 58705 COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI-WI 1/8 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 80 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEGIPOS NEGEPOS NEG 1 P05 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -69.1 691 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 :55.0[55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 - 55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 -55.01 55.0 :55.01 55.0 108.649 30 48.649 . A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 - 50.7 50.7 -48.2 48.2 -44.9 449 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6.-70.0 -69.7 89.7 - 66.3 68.3 -63.1 63.1 - 55.0[ 55.0 - 55.0155.0 - 52.2152.2_ 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 -55.01 55.0 -50.91 50.9 - 47.7147.71 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.6 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 - 58.4 58.4 -65.7 55.7 - 52.1152.1 -47.71 47.7 -44.61 44.6, 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3_ 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 ,- 68.8 68.8 - 64.1 64.1 - 60.5 60.5 - 57.9 57.9 -55.2 55.2 -51.51 51.5 -47.21 47.2 -44.01 44.0, 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 - 38.7 38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 -70.0 C,F -90.0 70.0_-90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5_ 58.5 -53.8 53.8 - 50.1150.1 -45.81 45.8 -43.01 43.0 130 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 , -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 CIF -90.0 70.0 -90.0 70.0, -90.0 70.0 -79.9 70.0 - 69.3 69.3 -65.3 65.3 -60.6 60.6 - 57.6 57.6 -54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 - 41.9141.9 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.8 -36.1 38.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 . -69.1 69.1 -65.1 65.1 - 60.580.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 -41.81 41.8 134 37 60 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 -50.0. 50.0 -46.31 46.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES x UNEQUAL LITES PRODUCT REVISED as complying with tho Florida Building Code Acceptance No to Rend Or F.K yaw 7/10/03 RerMor : c NO CHANGE THIS SHEET Revsd By: FK mew 8/23/05 Rem D CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Rand Or J.J. Ddx 10/24/11 Revisions: E NO CHANGE THIS SHEET Olean 8bc F.K. 12/17/02 CheckedBy Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1628 NOKOMIS, FL 34274 riGir PRESSURES- UNEQUAL CONFIG. XO, OX & XOX rifle: Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT _ Mufti*. 7045-8 I E CA -740 eadx NTS sheet 9 13 ado Product Control 10.19 /2Of N‘0 1111tt)I/r \\`� ONE, LYNN '� /, /i No. 58705 = e -D �• • � • 3p # :��TA E • ,s S,ONA LG P.E.# 58705 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT I•-- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SE SHT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Revsd5y F.K. care: 7/10103 vsdB)r F.K. R�rB Dram 6te F.K Oa: 6123/05 1702 RC e vistorke evtsk D ns: fev�rtn: 10/24/11 E Date: Checked 8Y SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 NO CHANGE THIS SHEET Doke 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1629 NOKOMIS, FL 34274 P Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT sedea/llto sk CA -740 Beale !Sheet: 'Drawing No. NTS I 10 of 13 I 7045 -8 PRODUCT REVISBD as complying with the Florida Budding Code Acceptance No '"° 1 Bit ato Miami ade Product Control ate 01111 1 1111N \ tr( LYNN _11 OCEN,S�c •.F,A No. 58705 • * • = �•�6adt • .�2 � :• STA EO �� /06)7/0N" 040‘ A Ll{rfrltl�l�tb�, t".E. P.E.# 5B705 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB ��rwwwU�ww�n...n) I J;i1119'411111. �11liif S� 4Uli'1 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063-T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX' FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL '' SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" .440" .095"i CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 ,___;0; .43- 4" 2.854" ..- .062" NOM. 1.159" -� �-- 2.139" -- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 3.544" .062" NOM. L— 2.784" FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A RevsdBy: F.IC Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Rend Br. F.K. Date: 8/23108 Wad ay: J.J. Date: 10124/11 Revtslma:: D • Revisions: ADD ITEM 88 NO CHANGE THIS SHEET F.K. Dram DM: Checked By: J 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 1 3. I Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Bedea/Modet CA -740 Seek NTS Drawipy No. 7045-8 Rev. E PRQDUCT REVISED as complying with the Florida Building Code Acceptance No ) • it Dato ‘Iev Miami ado Product Contra `\%W I I I 4",,, \ ♦�♦\ LYNN . .. �,►cElvF .F�% • ' • No. 58705 • * " • .4. #//78' Lod Iiih i k P.E.# 88706 • • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1 /2 "X1 /2 "Xl /8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3 /I6HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI; LOCK KEEPER (R.H, & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR _ 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PI IL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHL. 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/SHS & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3 /16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /I6HS & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 33 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X 1" PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1G.) 86 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 5/16 "LAMI) 5/16" LAMI = (2) LLTES OF 1/8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16° LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I T.G. GLASS.(1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAM = 3 /I6HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 993" 1 ' r r .289 „ •040” i --~� r"-- .172" . 870" �+ .050" T --:I .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 . 125" . 062" 1.124 "-' -- INSTALLATION HOLE COVER MAT'L: 6063-T6 DWG# 7007 PRODUCT REVISED as complying with the Florida - 13uild€ng Code O ■ 2.701 ' EAcceptance No .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Re By: Fit Date: 7110/03 Resfstens C NO CHANGE THIS. SHEET RevsdBr F.K. Deb: 8/23105 Revisions: ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 • es, J.J. Dete 10124/11 RevIstons: E NO CHANGE THIS SHEET mar F.K. yaw 12/17/02 CheoltedBT. Dee 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 EIG'T Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT nefeseeeen CA -740 I NTS 12 0 13 Drawing No. 7045-8 Rev: E Miami Dade Product Control /2o/ \,`oill1111////1 7.4C......Ns,.' . .N UNY LYNN i� * No. 5 705 a 8 * -3 4_ • TA E • •'�4r�: A� 01210A,. Cl \o• ; O1VAL EN A1Lyl{t�l�t� ; P E. P.E.# 58705 3 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM __pi r_ ASEE NOTE 2 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -] SEE NOTE 1 A SEE NOTE 4 A `. • ` .SEE NOTE 4 1/4" A SEE A 2x WOOD BUCK (SEE NOTE 3) 11/4" MIN. EE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 lil "'ii ilnm lu lln, •art( MAX. SHIM NOTE 2 it' A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 _-J 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE C A SEE NOTE 4 11 if If1II1> °: X11/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. RaysdBR FJC 7110/03 Revisions: C NO CHANGE THIS SHEET Rend* FJC RevedBia J.J. Data: 6/23/05 Raga= 0 REVISE NOTES AND REMOVE 3/16" TAPCONS & 614 SCREWS 10/24111 MUM Ex F.IC Daba 12/17/02 Reakdona: E Checked NO CHANGE 71118 SHEET Oahe 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Ga Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT asieslModet CA -740 Slew Sheet NTSI 13 of 13 rie. 7045-8 E PRODUCT REVISED as complying with this Florida Building Code Acceptance No By Miami Dade Pro uct r' /5 \0�tltUUIIl /i /,1 ` \\\‘�`�0�1`[ LYNN itf / / //,,- No.58705 U •• STA it /t1 ',/, 00. ••:c4ORIDA.•'' S�.\ / / / / /49„iONAL 0,-;‘'‘ A. Ileigiab4, (�.E. P.E.# 58705 MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis,Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subnitted 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 Krami -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 fats to meet the requirements ofthe 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'PW701" Aluminum Fixed Window - APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Killer, 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 "Kiami -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. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 331752474 T (786) 315-2590 F (786) 315-2599 www.mlamidade.eov /gera/ 64'6' NOA No. 11 1110.15 Expiration Date: February 19,2014 Approval Date February 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19 /10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Stament letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E -1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11 1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 PGT Industries, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted tinder previous NOA No. 10- 0504.08) 5. Statement Letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s F FL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. E -2 CID,/ Jaime D. Gaston, P E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 I1I1II1111111111111111I1111111II IF 1� NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Roved J.J. Re/ad ': J. R. 'end Sy: F. K. Dote: 10/18/11 Dote: 3/31/10 bate 4/4/07 Revisions: D WIDTH Ff- 6" MAX. 44 -1/4" ; -.f - VISIBLE LIGHT B L 12 -7/8" MAX. T i 6" MAX. 12 -7/8" MAX. O.C. a 1 A I48" FLANGE I TO FLANGE r 8 92-1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 45 -1/4" VISIBLE LIGHT ru___ 5" MAX. O.C. 2" MAX. F 0 1 98 1/4" FIN TO FIN 5" MAX. O.C. C i s 96" 2" MAX. 1 48" ---� 50 1/4" FIN TO FIN 93-1/4" VISIBLE LIGHT NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. Imo— WIDTH w 1- T I-1— WIDTH -1 Imo- WIDTH ---I 1 I y— WIDTH --I z w z WIDTH --0-I I+ WIDTH -+-1 HI- WIDTH H h•- WIDTH --I Revisions: C 2010 F8C UPDATE COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Revisions: CHG. NOTE 2 TO REF. ASTM E 1300 -02 AND REVISE 8 ANCHORAGE NOTE .3. Drown Sy Dote: Checked EyCote: F.1( 7/14/03 , 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ELEVATIONS AND NOTES nue: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PW-701 Scale: NTS Sheet: 1 et 8 Drawing No. 4259 -4 PRODUCTREVISED as comptyiugwith*DPlotId9 Budding Colo Acceptance No 1 i Miami Pzo . of Centro ??.0*1 ```�11%11111I1i, %% oN.l 1...... 44/4 ,, �( iii •'‘NCENSF •`FAA <i W No. 58705 STA4 OF '•�: ',' /,, 1IONA11- P.E.ff 58705 Fin and Flanged Windows Maximum Design Pressure (+I psf) 7/16 Lamb 3/16A- .090 WO- 3/161iS 7/ 16Lam1tes 3/ 16TMP- 7/16AM•3/16A- .090PV8- 3/16HS "A" or "8" Dimension «n) 24 30 38 42 48 54 60 87.875 t?, a b 38 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 04.0 67.876 80.0 80.0 80.0 80.0 80.0 71.1 . 12.1 I'V or "A" Dimension 72 80.0 80.0 80.0 80.0 79.3 1.1 64.0 76.8 76.8 80.0 80.0 80.0 80.0 °76.0 70.0 84.0 84 84 80.0 80.0 80.0 74.3 68.3 63.6 86.3 85.3 80.0 80.0 80.0 73.5. 67.4 62.5 96 96 80.0 80.0 77.2 64.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 60.0 70.0 145 80.0 80.0 Fln and Flanged Windows Maximum Design Pressure (+1- psi) 7/16 Lamb 3/16HS- .090PV8- 3/16145 7 /16Lsa11e:3 /16TMP -7/16 AIR- 3/16HS - .090PVB- 3/16111 "A" or "8" Dimension (in) . 24 30 36 42 48 54 60 67.875 t?, a b 36 80.0 80.0 80.0 no 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 - 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 86.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 146 80.0 80.0 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND 1E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8 ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 11/16" NOM. GLASS BITE 14 OR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16" LAMI GLASS NOMINAL 7/16" AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 1 1/16" LAMI GLASS NOMINAL .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS R 22 11/16" NOM. GLASS SITE (D OR 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. L �+-- "B" DIM. - -+�-I DIM. "B" DIM. Raved By: Dote: Revisions: J.J. 10/18/11 D CHANGED NS CAP TO TMP FOR 30' RULE Raved 8y: Dote: Revisions: COMPLE IE REDRAW AND REORGANILA1ION TO INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. Revs.Ify: Dote: Revisions: F.K. 4/4/07 B NO CHANGE THIS SHEET Drown By Date: Checked EyOote: F:IC 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DeBcrlptton: GLAZING DETAILS TIUe: ALUMINUM PICTURE WINDOW, IMPACT Series /Mods: Serfs: mast: Drawing No. PVIr -701 NTS 2 01 8 4259 -4 PRODUCrRE'VISRD as complying with the Florida Bkans Code � AcceptanceNo ado Pro ' act Centro �`ttt11111,., LYNN 4i ���, \` �����N•{ •. 7it' * No. 58705 4.tor A. UM I!MMlller, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING-1 .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING .375" MIN. rEDGE DISTANCE 00 00 INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 0 0 1 3/8" MIN. EMBEDMENT } SEE L t 2X WOOD BUCK OR FRAMING .131" (1/8") X 2-1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" 0.C. 1/4" MAX. SHIM SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION D -D �.•� r-- 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING 900 CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 18 oR® 17 oR 21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 --3/8" MIN. EMBEDMENT Revad Date: J.J. 10/18/11 Raved a6 Dote: J.R. 3/31/10 Revisions: D NO CHANGE THIS SHEET Revisions: COMPLETE REDRAW AND RLORGANLATION TO INCLUDE C INFORMATION FOR LARGER WINDOWS. Roved Date: Revisions: Drawn tai Dote: Checked EyVote: FA 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DescrlpUon: INSTALLATION, FINNED FRAME ntls: ALUMINUM PICTURE WINDOW, IMPACT Setieo /Model: PW-701 Scold: Sheet: NTS 3 of 8 Drawing No. 4259 -4 R D PRODUCT REVISED us complying with rho Florida Acceptance lV dita code ' 11 {O. Aceepceo irate v Ott > nYli!L' • I 4 `` of 111111,, ``\\‘ ON.� • LYNN, tlq /4, / /i /�� +' '.' . 4tCENS , • F'Q /, No.58705 ' ....: *0 STATE OF . E: 4.1 - 15 . I 'AT : ljj z.- ,FSSIONAL tt�� A. iyhhl Mffi , P.E. P.E.# 5875 INSTALLATION DETAILS FOR FLANGED FRAMES eved By: J.J. Rend By: J.R. Rend by: SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM ---r 98 DR® 17 R 21 INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 /4" MAX. rr SHIM SEE ANCHOR GUIDELINES, SHEET 6 1.2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER :. ANCHOR TYPE, —.4. o SEE SHEET 7 • OR 1.5 KSI . . MIN. CMU 1X WOOD BUCK 1 /4" MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR SEE ANCHOR GUIDELINES, SHEET 7 DR 47 oR 21 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1 X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1 /2 ". 1 X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Dote: 10/18/11 Dote: 3/31/10 Revisions: D NO CHANGE THIS SHEET Revisions: C INfORMAT1ONI REDRAW LA AND REORGANIZATION TO INCLUDE Dote: Revisions: Drown By Date: Checked mate: FJC 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deeariptios: INSTALLATION, FLANGED FRAME THIe: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PIN -701 Seale: Sheet NTS 4 Mewing No. 4259-4 Rev: PRODUCT REVISED as complying with the Florida Building Code 1! Acceptance No I Ili V . 16 0th M il3ade Product Control `ti4trrllllllr,,1 ��� N� LYNN ,1 ?' # .C•. ' v.10ENSF' •.F�1 'i ' No. 58705 ' • mill�1v STA E OF �1/./• s .A/C9. � %1S;ONAt. ti N`' A. L}lrirtf II iI Ill`, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL �... SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) S ELF — DRILLING 1/8" NOM. EXTERIOR MIN. #12 STEEL SELF — DRILLING SMS (G5) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR . • *•• • GUIDELINES, SHEET 7 'K • FIN FRAME WITH RN REMOVED L SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR 0.•: . GUIDELINES, .••. �� SHEET 7 f' t L LMIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP —�� r— 1/4" MAX. SHIM 1 —EMB3/8" MINEDMENT . I EXCLUDING POINT INFORMATION DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. =RE IOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER EXTERIOR FULL— LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF— DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL --rte{ 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Retied By: Date: J.J. 10/18/11 Raved By:' Date: J.R. 3/31/10 Revel By: Date: Revisions: Revisions: C NO CHANGE THIS SHEET COMPLETE LARGEREORGANIZATION W 70 INCLUDE Revisions: Drown By Dote: F.K. 7/14/03 Checked ate. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 popp■Mm(ir ■ �5 Description: INSTALLATION, FINNED FRAME Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Nodal: PW -701 Seale: NTS Sheet: 5 of 8 DrovFng No. 4259 -4 PRODUCT REVISED as complying with the Florida Building Coda 11 _ilia IS Acceptance Na • Miami F ads Product Control 1`,'% III/II iV� \\‘O LYNN ��� ���` .• ‘.0ENS8' • * ; No. 58705 STATE u • S S /ONAV- ■■ ,A ILyrirl Miller, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor "A" or "i3" Dimension (In) Type 24 30 36 42 48 54 60 87.876 Anchor 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Location" Jamb 3 3 4 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 38 Head/Sill 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 6 6 6 6 7 6 7 6 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 5 5 5 6 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3. 4 5 4 5 5 6 5 .6 6 7 .6 6 6 7 6 7 7 8 7 60 Jamb 5 5 6 5 8 5 6 5 6 6 8 6 8 6 7 6 8 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 67.875 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 5 5 6 5 6 6 7 6 ©6 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 76.8 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 ©4 5 4 5 5 6 5 6 6: 7 6 ©6 7 6 Jamb 7 7 9 7 8' 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8 84 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 $5.3 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 6 6 5 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 108.7 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 * Width and Height dimensions maybe 120 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the Jamb 11 11 13 11 12 11 13 11 12 12 13 11 table. If so, the Head /Sill and Jamb rows 128 must also be reversed so that the longer Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 dimension gets the most anchors. Jamb 12 12 15 12 13 12 15 12 145 Head/Sill 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND le TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Raved Bp: Dote: J.J. 10/18/11 Roved [is Dote: Revision: COMPLETE REDRAW AND RLOKGANIZAIION 1 U INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. NEW SHEET Vale: Revleio"s: 0 NO CHANGE THIS SHEET Anchor Min. Min. Type Anchor Description Substrate Edge Embed - Distance ment 812, Steel screw (G5) S. Pine 0.864" 1.375" 1 812, Steel screw (G5) StI. Stud, Gr 33 0.324" .048 " /l8Ga #12, Steel screw G5 Alum. 6083 -T6 0.324" 0.125" #12, Steel screw (G5) A36 Steel 0.324" 0.125" 814, Steel screw (G5) S. Pine 0.964" 1.375" 2 814, Steel screw (05) Stl. Stud, Gr 33 0.381" .048 " /l8Ga 814, Steel screw (G5) Alum. 6063 T6 0.381" 0.125" 814, Steel screw (05) A36 Steel 0.361" 0.125" 3 1/4" Steel Ultracon S. Pine 1" 1.375" 1/4" 410 SS CretoFlex S. Pine 1" 1.375" 4 5/16" Steel Uitracon S. Pine 1.26" 1.375" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PRODUCTREVISBD as complying with the Florida Acceptance Cade l � IV, IC, Acceptance Nta I V }:.! +11 -ta O3'. I T1 r- "B" DIM. - "B" DIM. - Revisions Checked 1' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PW -701 Sheet: I Drawing No. 6 or 8 4259 -4 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) ` Anchor Description Anchor Type \ "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location* 6 6 7 5 8 7 5 6 7 5 6 7 6 6 7 6 6 7 5 6 7 5 6 7 r"B° or "A" Dimension (in) Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 5 6 4 6 6 5 6 6 5 7 7 6 48 Jamb 5, 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 6 6 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 6 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 8 7 Jamb 8 6 6 8 7 8 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 8 9 8 8 9 8 8 Head/Sill 2 2 2 3 3 3 4 ^4 3 5d 5 4 6 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head /SAE 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 98 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head /SIII 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 . NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32F72. 2. FOR SIZES NOT SHOWN, ROUND IMP, TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment 1/4" Steel Ultracon 1/4" Steel Ultracon Hollow Block 2.7k Concrete 1" 1" 1.25" 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1.25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r+ —"B " DIM. —.PI "A" DIM. L 1 "8" DIM. PRODUCTREVISED Buss ilding complyln3wCode lih tho Florida Acceptance No " 1 Bap ;rn ► aco R B Miami Dada Product Contro Revad By: Roved By: J.R. Dote: 10/18/11 Dote: 3/31/10 `l�ved19 Dote• F.K. 4/4/07 Revisions: O NO CHANGE THIS SHEET Revisions C ATION TO INCLUDE NRMONE R L RN ER WINDOWS Revisions: 8 NEW SHEET Drown By Date: Checked EyOate: FJC 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descripttan: ANCHORAGE, MASONRY SUBSTRATE IIue: ALUMINUM PICTURE WINDOW, IMPACT Sertas /Model: PW -701 NTS Street: 7 or 8 Drawing No. 4259-4 � 1 STATE dF SS+ •! C)-"NN - A. 1LifiihII11IIIb ?, ‘P‘ • E . P.E.# 58705 .062" —+"•l t� i 1.125" .077" INTEGRAL FIN FRAME '/ MAT'L: 6063 —T5 DWG NO. 4256A .062 " --- .970" .050" — . -11-+- 7/16" LAMI GLASS BEAD �a MAT'L: 6063 —T5 Q DWG NO. 4255 .346" —0.-1 .975" .050" --0-11-•*-- 1 -1/16" LAMI I.G. GLASS BEAD MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER ri3 MAT'L: 6063—T5 DWG NO. 4224 1.875" .062" --�{- - .094" 500" .062" — 2.784" FLANGED FRAME 2 MAT'L: 6063 —T5 DWG NO. 4253 Rovsd 8y. Date: J.J. 10/18/11 Raved By: Dote: J.R. 3/31/10 Resod By: Date: Drawn By F.K. Revisions: Rev one: C Revisions: ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 f=langed frame head, sill & jamb 7 1155 781 PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1 -1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1- 1/16" lams I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7/16" lama glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1 -1116" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened NO CHANGE THIS SHEET COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Date: 7/14/03 Checked Eyeate: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: EXTRUSION PROFILES & PARTS LIST Twe ALUMINUM PICTURE WINDOW, IMPACT Serlee/Mades: PW -701 Sage: NTS Sheet: 8 of 8 Drawing No. 42594 PRODUCT RRVISED as complying with the Florida Building Code i 1 • 110 Acceptance No Exp ate IL's ab Product Cont 1 ````���1t1111,,,// N∎ ox,i •1.Y'. ii �'j`.•'�‘GENSF .,'F,p * ; No. 58705 • STATE F ?� A.' Odd �.. A. Odd 1 M11Idr} t P.E. P.E.# 58705 IAMl COUNTY C DEP v '.t'MENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 Sw 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 3152590 F (786) 315 -2599 www.mlamidade.sovhaara/ PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida - Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w /wo Sidel tes APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelitcs ", sheets ]through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, 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 Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, X0, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami-Dade County Product Control Approved'', 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 # 07- 062910 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 11-1013.22 Data October 18, 2012 Approval Date~ November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report 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) 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 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No F1L- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25 /07, prepared by POT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "El. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER I . This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 tyt, 1. �Lhu» Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiation Date: October 18, 2012 Approval Date: November 23, 2011 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. f.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" MI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04. 0721.01, 03- 0225.05, ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE I A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 k--A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE t A A EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 "PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM IN. - 3/16" HEAT STRENGTHEND GLASS .465 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 ritaiMICT REVISED so with Oat nevi& Cods .22. 12- Ia3wdL1. 0 10/98/14 0 mad Br R/L Daft: 0/18A17 0 Farad* Thaw Roloking F.K 8/14V7 A PSO2010 CODE MANSE CLARIFYWM OF MASS, OVERALL7H/CKNESS AND MASS BITE. ADD MASS BREDI41. TO GLAZING DETAILS, ADD MASS DEO.7HK ., REV1SE NOTE 1, W ASS DESCRIPT S ADO NOTE S Drown* Gem Checked Ss Dew FJG I 2/22/07 J.J. 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS FL 34274 PcT Visfbly Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE CITES, IMPACT ibrisiMaish FD101 Stela Ix s� d10 bra*. No 11005 -1 C ``,IIU \N ` 00 4YNN 4/4 //0 No.58705 01:1 li (7' • STAT A. LYNN M1 ER; 'P.E. FL P.E.# 58705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X XX, 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR 0 HEIGHT WIDTH 2gi WIDTH ,3° 37 1/2" 6° 71 3/ ' 68- 793/4" 4f 361/8" 36 3/4" - 75.0 7 °- 833/4" 87 3/4" 91 3/4" 8°- 953/4" +75.01 -75.0 +75.01 -75.0 +75.01 -75.0 +75.01 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 - 71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 - 70.4 +66.6 -66.6 +63.1 -63.1 SINGLE SIDE LUTES WITH GLASS TYPES B, C OR D +75.0 1 -75.0 75.0 -75.01 +75.01 -75.01 +75.01 -75.01 +75.01 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LUTES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT A WIDTH (Lf WIDTH 68 - 79 3/4" 7°- 83314" 87 3/4" 91 3/4" 8°- 953/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -48.8 -462 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33.1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 - 39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 - 38.1 +37.5 - 37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 SINGLE O WIDTH -34.0 +34.0 -34.0 +34.0 GLASS TYPES A, B, C OR D -34.0 +34.0 -34.0 SIDE LITE 10 3/4" 'Rea dBy: J.J. +75.0 123/4" +75.0 -75.01 +75.0 -75.0 - 75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" 27 3/4" 36 1/8" 36 3/4" +64.5 -64.5 +61.0 +52.9 - 52.9 +49.9 +35.2 -35.2 +35.2 +34.0 -34.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 - 49.9 -42.6 -35.2 -34.4 -34.0 -34.0 +34.0 34. +472 +35.2 +34.0 -47.2 -35.2 -34.0 +44.7 +35.2 +34.0 -44.7 - 35.2 -34.0 +42.6 +34.4 +34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8° LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH =1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: A EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. A tIt000CT NEVOID • . Cook t Ire i+%M • �e 22_ Reelvaimilha 1 Dew 10HtW1 Bottom C FOCRWOCODEORANGE RAa,IBy: FJC mm1BATl RevIslooe: 0 REVISED TABLE 2. DEMON PRESSURES ANDCL RIFIEDR�RREWF. VERSION COMBINE GLASS TYPES MAX 8RSSINTO MOTESMADD NOTES 65 8 Rem By: FJC D"w &74/77 A MAO 1,2 S 9. ADD NOTATIONS 70 TABLE 1 ANDI REDUCE MAX SIZE DEMON PRESSURE AND ADJUST. ALL DP8 FOR TABLES? amwn* Data: 01,eatid8y: ba I F.IC 2/22/07 J.J. W21/07 1070 TECHNOf.00YDRA/E NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Viet & Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sadialioask FD101 Stab: 'Wog thootneN4 x 2 of 10 I 11005-1 I C %%%' I I I l,tii YNN 4,1 •• dcV " -: • \ i •.* * ;• No. 58705 % SiATfr OF ' -° .' • a�OR`OP' .•' Cam NAL � �\ A. LYI4KIIIP�IILL; P.E. FL P.E.# 58705 SEE NOTE 4OX QR XO x_371/2" I MAX. 1..._310644." 109 1 /2" MAX. 3/4" —*to- SEE NOTE 3 -�-� -- MAX. re- O 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) X 0 84 3/8" MAX. DLO TYP. 1 X A XX NOTES ....... 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE ' XO ','OX','OXO "XXO','OXX'AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 4079) IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. 36' " SEE NOTE 3 �-" M " 731 /2" MAX. ` 36 3/4" 1 MAX. ' i 1 ) \ Er / r x E O 85< MP ( TY , E{ 2 SEE NOTE 4OX QR XO x_371/2" I MAX. 1..._310644." 109 1 /2" MAX. 3/4" —*to- SEE NOTE 3 -�-� -- MAX. re- O 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) X 0 84 3/8" MAX. DLO TYP. 1 X A XX NOTES ....... 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE ' XO ','OX','OXO "XXO','OXX'AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 4079) IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. 36' " SEE NOTE 3 �-" M " SEE NOTE 4 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) SEE NOTE 4 /4" P.) 1,00060 PP so wall Viewitlb • Pe ^1'� DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE ^ DLO HEIGHT = HEIGHT -11 3/8" a'� DLO WIDTH = WIDTH -31/8" Rend AK Oak 101011 Revision: C NO CHANGE THIS SHEET Rem My: RIC 6/1807 8 Road es RIG Da*: 6W4D7 Itevklonse A CORRECT VER7lCAL DLO AND FORMULAS ADD DLO FORMULAS FOR POOR AND I WE ADD DOOR DLO DMa.. IDENDS1 'DEAD BOLT AND SPECIFY 7C ACT. AND 7(' MOT. Damn fty: MediuI Bs Deco: F. K. 2122/07 L J. 6/21107 1070 7ECHNOLOGV DRIVE NOKOMIS, FL $4276 P.O.BQX1G28 NOKOMIS, FL 34274 ELEVATIONS TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 INTS 3 a /0 Draft Na 110054 law C ��\�11I1rr1//�� \\‘‘r t LYNN M/( /iii � • 140. 58705 40 se:,.. �G FCORvO :,.. ,$ SSIONAL ��'� A. LYNN X111 UI th,\P. E. FL P.E.# 58705 )I MC i IE Q 85< MP ( TY , E{ 2 0 1 / 4 0 E \ X ACT. \‘‘ 0 \ i / Ef 1 4 INACT. SEE NOTE 4 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) SEE NOTE 4 /4" P.) 1,00060 PP so wall Viewitlb • Pe ^1'� DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH'XX' = DOOR WIDTH /2 -11 5/16" SIDE LITE ^ DLO HEIGHT = HEIGHT -11 3/8" a'� DLO WIDTH = WIDTH -31/8" Rend AK Oak 101011 Revision: C NO CHANGE THIS SHEET Rem My: RIC 6/1807 8 Road es RIG Da*: 6W4D7 Itevklonse A CORRECT VER7lCAL DLO AND FORMULAS ADD DLO FORMULAS FOR POOR AND I WE ADD DOOR DLO DMa.. IDENDS1 'DEAD BOLT AND SPECIFY 7C ACT. AND 7(' MOT. Damn fty: MediuI Bs Deco: F. K. 2122/07 L J. 6/21107 1070 7ECHNOLOGV DRIVE NOKOMIS, FL $4276 P.O.BQX1G28 NOKOMIS, FL 34274 ELEVATIONS TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 INTS 3 a /0 Draft Na 110054 law C ��\�11I1rr1//�� \\‘‘r t LYNN M/( /iii � • 140. 58705 40 se:,.. �G FCORvO :,.. ,$ SSIONAL ��'� A. LYNN X111 UI th,\P. E. FL P.E.# 58705 EXTERIOR . MAX. DLO INTERIOR MAX. DOOR HEIGHT 1- r"jiw�il Kited Er JJ. Revs I By: F.IG men Won Or FJC Oda 10/1/11 Daix 0/10/)7 1.489 DOOR SECT. A -A VERTICAL 0 0 INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY NO CHANGE 7HIBSHEET NO CHANGE 71110 SHEET. a N1407 A SHOW DOUBLE HOLLOW HEAD SECTION ATCONNERASSEMBLY Doke 2/22107 Cheakid By: 6/21/07 10707ECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BQX 1629 NOKOMIS, FL 34274 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vittb, Better adalisdeft F0101 seas, 1/?ac 4 d 10 Demiletla 11005-1 c `O vttC,YNNIMtp / /// ,�'��O• �tC,ENS •'•`(�Q /,i * : No. 58705 �� • to ilk '�� � ;.1Q '• STA E OF i ��•'•..FCORtOp' '•� 0� .,�//SS,ONAL `� A. LY(44741IILtLEl#, P.E. FL P.E.# 58705 4-..r I } SL VIEW G -G CORNER ASSEMBLY NO CHANGE 7HIBSHEET NO CHANGE 71110 SHEET. a N1407 A SHOW DOUBLE HOLLOW HEAD SECTION ATCONNERASSEMBLY Doke 2/22107 Cheakid By: 6/21/07 10707ECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BQX 1629 NOKOMIS, FL 34274 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vittb, Better adalisdeft F0101 seas, 1/?ac 4 d 10 Demiletla 11005-1 c `O vttC,YNNIMtp / /// ,�'��O• �tC,ENS •'•`(�Q /,i * : No. 58705 �� • to ilk '�� � ;.1Q '• STA E OF i ��•'•..FCORtOp' '•� 0� .,�//SS,ONAL `� A. LY(44741IILtLEl#, P.E. FL P.E.# 58705 'XX' SECT. C-C HORIZ. MAX. %' WIDTH ir-2 7y. 111111• marroinummemo .11111111111111111111_ -MAX.,�• DLO ) 'X' SECT. DDD HORIZ, SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH -- INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) rwitsuct =yaw • _ MM�M�G "4-tap*-kii\at Owed By: J.� Rated By: Rived By: f=1G Dote: WW1 C NO CHANGE THOS SHEET NO CHANCE MS SHEET. ADD DOOR W/SIDE'LIIrTO MORON SEa VMS SIDE LIWV TO SECT. F,F Cram By: pave: QAeotrsOBi aft+ r F.1C 2/22/07 J.J. 0121/07 10707ECMVOLOOYDRIVE NOKOM IS, FL 34275 P.O. BOX' 1829 NOKOMIS, FL 34274 Pa Vrsrbb Better twasibv VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sedteA4tetee F0101 sew: 1/2x Shot b e<10 Otatotetia 11005 -1 Row C `\! \ \ \liill �� /� \GtiNSE•• No • 58105 II +.0 = sof O� FLO / /'1/FSSiONP o A. LYNN (MILLERS P.E. FL P.E.# 58705 ITEM DWG # 1 2 3 4 5 6 7 8 10 11 12 13 14 16 16 20 21 22 23 PGT# DESCRIPTION 943B 60411 1010 6Q300 FRAME HEAD WSTP.,Q•LON .190X.375 HIGH 7070 67070K 955 7955X BULB WEATHERSTRIP .187 X.300 HIGH FLLiSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 966 7956A FRAME HEAD STRIKEPLA1E BACKING PLATE 7832X12FPXP #842 X.600 PH. FL MS - S.S. W /SIUCONE PATCH 995 70995 998 9$2A 70996 6533016 GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET BETWEEN HEAD & FRAME JAMB) FILLER HEAb ADAPTER 11000 1670 611000M OUTSWING THRESHOLD 671670 11004A 611004M WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER 11001A 1'1002A 411001A 411002* 11003A 411003A 996D 60380 24 26 1010 8108 60300 68608M ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTTSWING) WSTP.,Q -LON .190 X .375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6081-T5 1140 1048 78X112PSAT8 #8X1.500PHSQAT/S 71048 2$ 2' 36 31 32 33 34 36 36 37 930 1118 7070 9100 911 E 917 1178 913A 1130 990 914A 39 40 41 42 43 44 46 48 47 48 49 997 1023 928 1145 1212 983E 9848 1213 929 1139 982 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M BTRODA 7990NUTA 60379M 7834FPT 70997 679246 41720 76X12FPAW 7P30G6 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL. SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TO: & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5116 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.76 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X .250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.600 PH FL SMS TYPE BUS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q-LON .190 X .200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL SMS 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X .750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA • #10 X.750 PH FL. SMS Read St Ora: mar Os* F.K 0118107 Rood* Mfg PJG WNW K �7 0 0 ITEM 60 81 62 63 64 85 66 67 70 71 72 73 92 93 DWG # 920D 921D 916B 1166 998 999 934A PGT# 6920D 6921 60381 781PQA 7098 7999 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) 61641M 712653K 71287K 4222A 84222 SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETflING BLOCK, 3/32" X we X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16' 988 6988 BEAD, 3/8" 988 649$6 BEAD, INTERIOR 94 95 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983OR EQUW ""`T `IT O," GLASS, 3/8" LAMI - 1/8" A, .9 PVB, 3/16" HS 96 97 98 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 103 OFF THE SHELF DEAD BOLT LOCK .650 .504 ----j .360 .055 •- +- ih"-.• • OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 r--- 2.750 -.1 LL D .125 TUBE MULL 6063 -T5 1.000 NO CHANGE THIS SHEET HO CHANGE THIS SHEET. Refolatx A J.J. ADD ITEM 1031 60LTAND R NEL 'INACTIVE Oar TO ITEM 41. X1/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. EQX 1629 NOKOMIS, FL 34274 VWb4 Better PARTS LIST 7r ALUM. FRENCH DOOR & SIDE LITES, IMPACT thAsmuodet F0101 tkolm 112x awe IbtaidriNth 6 or 10 I 1100E -1 C ritOPUCr NEVI cointlying wiha• %tidbit Code i -o� .ZZ Acaptaelle flueivadris I, c 12 \� �,YNN AN, ���� c 5$7 `�� w= swe IONA`�. A. LThW M1 t R, P.E. FL P.E.# 58705 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.655 3.111 0 1.1 .050 . o FILLER HEAD ADAPTER 6063 -T6 1.400 1.272 .550 re--- 3.000 FRAME HEAD 6063-T6 .050 1.479 J .079 ICI 1.489 .489 3.000 OUTSWING THRESHOLD 6063-T6 DOOR PANEL SIDE RAIL 6063 -T5 r-1.5.125 00401 r .750 TRUSS CLAMP 6063-T5 5.459 6.085 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 --.�•I ('. .558 -.050 .683 3/8" GLAZING BEAD 6063-T5 }••■••••• 3.100 - --- . -.-+ -! DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 --«-� I-0 --.525 .050 .683 7116" GLAZING BEAD 6063 -T5 SL HEADER 6063 -T6 SL SILL 6063 -T6 5.212 4.586 3.000 r1.480� I- .050 DOOR FRAME, JAMB 6063-T6 SL JAMB 6063-T6 1 " r .050 2.980 SL JAMB ADAPTER 6063 -T6 f .050 1.620 .250.1 (_-- WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 ratopu T M VISIO 1 wit fie 1 W4 *Miaow 1N. 11-4 Qt3 .2z *Old" 61 . ° CJT .. 'trades Oro Rwlelow: &,L MOM 0 NO CHANGE MIS SHEET Raw mg Dar Nfriatlele F.K W1&V7 8 NO CHANGE MN SHEET. 61447 OAK 2/22/07 10707ECWNOLOGYDRIVE NOKOMIS, FL 34275 ADD 000R' T0 flEM206 MAW SEDDU TOfaili$ O 31.44, 415662 P.O. BOX 4529 NOKOMIS, FL 34274 X1/07 112 1 GT Visibly Better EXTRUSION PROFILES 1eye ALUM. FRENCH DOOR & SIDE LITES, IMPACT afttekekk FD101 Ekshe 1/2x e7 d10 Draft No. 11005-1 0 171111111, NN \` 0� 1,Y i, ., pENSF /l,�i . -* * • No. 58705 '. 1' STA EOF • 0,� FLORiOT•.��y SIONAL A. LYNN MIL' IR, P.E. FL P.E.# 58705 JAMB ZONE "A" HEAD 1 ZONE "C" 1 X JAMB ZONE W HEAD HEAD ZONE D "ZONE "D "I JAMB ZONE "A 1- SILL ZONE "C" $EE TABLE 3., SHT. 9 HEAD HEAD f --ZONE - --ZONE °F" "Es' 1 1-- ONE -�- --ZONE "F" 1 ZONE -4 - SEE TABLE 7., SHT. 9 E xx SILL SILL ZONE ZONE "D" SEE TABLE 4., SHT. 9 JAMB ZONE "A" JAMB ZONE "B" HEAD ZONE "E" I 0 W z N HEAD HEAD ZONE "D " ZONE "E" JAMB ZONE "A <QOR OX JAMB ZONE "B" SILL r SILL ZONE "E " SILL 'ZONE "D" t ZONE"E" ' SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD ZONE ZONE EAD -{ HEAD HEAD ZONE "D"--t—ZONE "F° -1-ZONE ZONE " ° —t-ZONE } JAMB ZONE "A" ---- -} /\ I - / ' KT oR 1 ‘‘ \ `\ / /, F 1 ` K K' } JAMB ZONE "B" JAMB ZONE "B" K K C c K K K7 / OXXO K K ` K K' I JAMB ZONE "B" Ile use u ..uW,.0 _ ,. vv ZONE "D " SZONE "F- ZONE- -ZONE f ZONE "F" SEE TABLE 7., SHT. 9 E E SEE TABLE 7., SILL SILL ZONE "F" I ZONE E -4 SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3/4"W 'VC 000R WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES : 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rend By: oche ftevirknee .r.� 1010/11 NO CHANGE THIS SHEET Fx Road ay: c to F.K WS&07 oats Nf4UT oo: 212207 B NO CHANGE THIS SHEET. Reslater A 1070 TECHNOLOGY ORWE NOKOMIS. FL 54276 P.O.EQX1629 NOKOMIS, FL 54274 FA GT_ Visibly Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fi01 NTS I 8 a 10 11005-1 meager MINI no 7=ilb es llodAu Aeliown• No 1 -) d I #.M 12- \\ ,`N ‘, I " LtiYiNuNniM, ? // , i ........ F * No. 58705 % •• S7A EOF S/ONM68-' ' A. LYIVI3 MILA 0 5 P.E. FL P.E.# 5870 TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, 0 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & Q) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 5.O SIDE LITE • GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS '9C' - 25.50 TO 37.50 LOAD ZONES WIDTH x HT. 25.50 x 79.75 83.75 87.76 91.75 95.75 27.50 x 79.75 83.75 87:75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.76 83.75 87.75 91.7 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 36.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 7 7 7 7 7 7 7 8 x 4 4 4 4 4 4 4 4 4 4 4 4 4 4 B 6 8 nova*: 7tardsy: FJG Rowdily; tonna 13y: F.K. 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 10 4 8 8 10 8 8 8 10 10 8 8 8 10 10 2 2 2 2 2 2 2 2 2 2 4 2 4 4 2 42 4 2 4 2 4 3 43 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 A DOOR WIDTHS IOC - 47.76 TO 71.75 xs 3 3 3 3 3 3 3 3 5 6 3 3 5 WIDTH x HT. 47.76 x 79.75 83.75 87.76 91.75 95.76 51.75 x 79.75 83.75 87.75 91.7 95.75 55.75 x 79.76 83.75 87.7 91.7 95.76 59.76 x 79.76 83.75 87.76 91.76 95.75 63.75 x 79.7 83.75 87.75 91.75 95.75 67.75 x 79.76 83.7 87.75 91.76 95.75 71.75 x 79.76 83.75 87.7 91.75 95.76 LOAD ZONES 1'11 11731 4 5 6 5 6 5 5 3 5 5 5 5 3 5 5 5 6 5 5 6 6 5 8 8 10 10 4 3 5 4 3 4 3 6 4 3 6 3 6 6 5 5 6 5 5 6 6 6 6 8 7 6 3 6 4 2 4 7 4 2 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 4 7 4 2 4 7 4 2 4 7 4 2 4 7 4 3 4 7 _4 2 4 7 4 2 4 7 4 2 4 7 4 3 4 8 4 3 5 8 4 2 5 8 4 2 5 8 4 3 6 4 .4 4 4 4 4 WIDTHS "0" - 10.75 TO 36.7 3 3 5 3 3 5 5 5 5 6 6 6 8 8 8 8 6 10 8 3 5 3 5 2 3 6 5 6 5 7 6 7 6 6 5 6 6 6 5 7 6 7 6 8 10 10 9 9 10 10 4 4 4 3 6 3 5 3 5 3 6 3 6 3 5 3 5 4 4 4 4 4 4 4 Deo 10• Y0/11 o.r: 0/1&07 .: &1407 °2/22/07 !Wa C NO ORANGE THIS WENT 3 3 3 3< 6 3 5 3 3 5 fi 5 6 5 WIDTH x HT. 10.75 x 79.75 83.75 87.76 91.75 95.75 12.76 x 79.7 83.76 87.75 91.75 95.75 19.00 x 79.75 83.7 87.7 91.7 95.75 21.75 x 79.76 83.76 87.76 91.76 95.76 27.75 x 79.75 83.75 87.75 91.75 95.75 38.13 x 79.76 83.75 87.75 91.7 95.75 38.75 x 79.75 83.75 87.75 91.75 95.76 A, B, C, 0 LOAD ZONES TABLE6.XO &OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, 0 2,3, WOOD 1,2, CONC TABLE 7.OXO, XXO, OXX & OXXO GLASS 'TYPES ANCHOR TYPE & SUBSTRATE 2 2 2 2 2 2 2 2 3 3 3 3 3 3 4 3 4 3 4 3 4 DOOR WIDTHS "X' - 25.60 TO 37.50 SIDE LITE WIDTH x Ht 10.75 x 79.76 83.75 87.75 4 2 91.75 4 2 95.754 2 1275 x 79.75 4 2 83.75 4 2 87.76 4 2 91.75 4 2 95.754 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.76 x 79.76 4 3 83.76 4 3 87.75 4 3 91.75 6 3 95.75 6 3 27.75 x 79.76 5 3 83.785 3 87.75 6 3 91.756 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 6 95.75 7 6 38.75 x 79.75 8 4 83.75 6 4 87.75 7 5 91.76 7 6 95.75 7 5 LOAD ZONES Aga O O x x 4 2 4 2 8 sIC 1 oc OC 2 a m a 1 4 2 4 2 4 2 4 2 4,2 4 2 4 2 44 2 4 2 42 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2 DOOR WIDTHS 'X' - 26. TO 37.50 '90C' - 47.75 TO 71.75 A A, B, C, 2,3, WOOD 11,2, CONC LOAD ZONES SIDE LRE WIDTH x HT. 10.76 x 79.7 83.75 87.7- 91.75 95.75 12.75 x 79.7 83.7. 87.7: 91.7. 96.7• 19.00 x 79.7. 83.7. 87.75 91.76 95.7. O O x -) O O 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 21.76 x 79.76 4 83.75 4 87.7 4 91.7• 5 95.7 ; 6 27.76 x 79.7 • 6 63.75 6 87.75 5 91.75 8 95.7 6 36.13x79.7. 8 83.7 • 6 87.7 7 91.7• 7 95.7 • 7 38.75 x 79.7• 6 83.75 6 87.75 7 91.76 7 95.75 7 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 6 5 4 4 5 6 5 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 0 q'4 1 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 4 2 4 2 4 3 4 3 4,3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2 '4 1 8 z APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. rir+QmUCT amigo . vhpc with ails PIM& Eitipirmelso Doe • _tat 2/ 9 ksviskosa A .LJ. NO CHANGE THIS SHEET. ADD 'ALSOUSEW/7ABLE8TO TAKE 4.. Tr. CHANOE TABLE 0, HEADZONE 'C'TO'D' AND COLUMN REFERENCE ADD Dow 8/21/07 1 070 TECHNOLOGY D R I V E NOIt;OMIB, FL 34776 8QX 1620 NOKOMIS, FL 34274 ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT VbIbly Better OFD O NA 9 a 10 11005-1 v.s jot II ' L �C/ "7:16%. STATE OF . • �,; ' �� '• ICCORIOA (? '''',SS /ONM- �� A. LYNI MILLtk, P.E. FL P.E.# 58705 2X WOOD BUCK, NOTE 2 3A KSI MIN. CONC. 1 3/8" MIN. E 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2. CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1 3/4" MIN E.D. 1 3/4" 1 3/8" TYPE 1 1 3/4" TYPE 2 EXT. 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/4" MIN. E.D. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8 " MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 E XT. �1•.. .. • !, N11111111On,uin,u7,uir. 4,.... • • ...,..... •,....4......• ui i�«u�tnnh[rfuuu, « J jjJJJ ; . • ~..''9 3/4" MIN. E.D. ._•a %,, 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. Ems• 1X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILK (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 NOTE 3 r1/4" MAX. N 4.7 r�ww�rww�rs ` 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, 2X WOOD E T• NOTE 1 BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" MIN. • E• 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) ,•; "1'1'1.14' III '..1.4% „: 1 3/8" TYPE 1 • .`.; ' • ;• 0....'i. 1 3/4" TYPE 2 Y. �1 3/4" (-+•-- 3.4 KSI MIN. CONC f IN D EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) --� 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM Lai! :hII tie sy. :.,1•,r 1 3/4" MIN.E.D. ." • KSI MIN. CMU OR • ;;( •;• 3.4 KSI MIN. CONC. :•:...� j:• 1 3/4" MIN. E.D. I �11�1 •• 1 -: • aa••• : :*• 1 X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 3.4 KSI MIN. CONC. • F.,- 1 3/4 MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX. SHIM * • : }°4"..4 .t;' �'.0. 4 v:430.4 ; «1, 3/8" TYPE 1 "': � 61! .1 . 3/4" TYPE 2 AIM* Dab: .I«L w/lf011 ,FDA FJG wry. Fit F.1C FRODIXT WOO kCNN , ne, Y. IWIroble • 22v�2 ZALC4s'e741d"‘egarL ft vwaM: O NOTI&48HEET Oft !18/07 WHIP 2/22/07 Revistone S NO CHANGE UIISSHEEZ It O": SPELL TYPE 1 & 2 EMBED. ON CONC. DETAIL& SP@0. TYPE 25 9ON WOOD A DETAILS. ADD ANCHOR 7WEB TO NOTE 1. C1xdald Pig D. J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, PL 34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visi* Better FDIO? NTS Most 10 of 10 11005-1 C `1111:II /J �. "` N.� LYNN 41 << F '. 1���•�'Z'�•'��QENS�... 'Q * : NO. 58706 "3,11 '• Io'1%j1i :'j: O'•. STATE OF ; ��`\ ��� ••.,PLOR'O.•••c ` SS10NA1 -EON. A. LYNIWMILL1It, P.E. FL P.E.# 58705 • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov // PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 1VTiami 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 "SGD 770" Alumimmi Sliding Glass Doors w / wa Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05 /07 and last revised on 10/11/11, signed and sealed by Lynn Miller, 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 Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement 11MIami -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 # 09- 0826.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Coda, P.E. 1,1!0•L 10'.i4•Kei arI IAPPROVEDI NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . A: DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No,PGT0002 Rev C, titled "Series 770 Alum SGD -LMF', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05 /07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. 13. TESTS (transferred from file # 0908226.10) Test report 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) 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(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL-5993, FTL -6036, FTL-6001, FTL -6014, FTL- 6015, FTL -6017, Y1'L-6023, FTL -6024, FTL- 6025, FTL -6028, FTL -6031, FTL-6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12129/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07111, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P .R. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTMS- 1300 -02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.L DuPont De Nemours & CO., Inc. for `DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.1. DuPont Denemours" for "DuPont Butacite ®PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 090826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177-A, B & C approved by BCC ll 1• Ishaq L amends, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E - I GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. G5 -1" MINATED 1.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED'. (2) LITES OF 3/16" G6 -1" LAMINATED l.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" G5A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" G6A -1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL- 6001, FTL- 6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023, FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 AND FTL -6036, DATED 8/7/09. ELCO TEXTRON NOA: 07- 0425.01, 03- 0225.05, ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS] SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.LO. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SsS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 1S REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1,2 &3ON SHEETS 7,8 &9 HS GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER. HS GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER. NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7 -15 DESIGN PRESSURES 7 -9 ELEVATIONS 15 -16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22-23 THAT COME INTO CONTACT Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements Concrete Strength Requirements Head end 5111 Jambs Concrete Un.Grouted CMU Grouted CMU Type Dia. Min. Emb. Min. Ed MIn. Emb. Min. Ed Min. Emb. Min. Ed Elsa Uitracon 114" 1 318 2 112 1 114 2 112 1 3/4 2 1/2 8118" 1 314 1 1/4 1 114 1 9/18 1 3/4 2 112 Elco Crete.Ptex 884 114" 1 3/4 2 112 1 1/4 2 1/2 Not Recommended Concrete Strength Requirements P-Hook (Anchor Tendon) P-Hook Mounting Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Type Dia. MIn. Emb. Min. Ed Mbt. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Eico Uitracon 1/4" 1 3/4 2 1/2 1 3/4 12 1/2 1 3/4 2 112 1 314 1 1/4 Eico Crete•Plex SS4 1/4" 1 3/4 2 1/2 Not Recommended 1 3/4 2 1/2 Not Recommended Concrete Strength Requirements Type Dia. fc' Eico Uitracon 114" 2700 psi 5118" 3500 psi Eico Crete -Flex SS4 114" , 3350 psi Definitions Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: Fy MIN. = 135 KSI Fu MIN. es 177 KSI ReradBy ' Data: J.J. 10/11/11 FBC 2010 CODE CHANGE Rand B,v SMC Data: 01/05/10 Revisions: B RmedBy: SMC 11/18/09 A Down Op SMC Date: 08/05/07 Checked By 1070 TECHNOLOGY DRIVE PER MIAMI DADE COMMENTS NOKOMIS, FL 34275 PER MIAMI DADE COMMENTS pate: P.O. SQX 1529 NOKOMIS, FL 34274 Masonry Strength Requirements Ungrounted CMU ASTM 490 Grouted CMU ASTM C-90 with grout conforming to Sections 2108.2.2.1.2 and R809 of the FBC. Wood Screws (Head, Sill & Jambs) In. Type Min. Emb\ Min. Ed #12 Wood Screw 1 3/8" 1" Eico Crete -Flex 834 1 3/8" _ 1" UNLESS R1NER W /SE NOTED rrrsDUCE REVISED eegNiylag *kb the VIe MI Weft Code + 1liall2 a GENERAL NOTES. " ' :.MAP Tag SERIES 770 AL 1M SGD - LMI Sedeatiladek SGD770 NTS *1 23 PGT0002 1 C ‘ .‘ \1111111///11 `N. (N,l LYNN Mi1," 0,, 2. ---: Q- ; •)c : No. 58705 >iC� C_- Ir -t3�' o It :4: iit� Lott , . ��''�ss ►ONAL �� �` A. LYNN MEYER. P.E. P.E.# 58705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 n ca SEE DP TABLE SHTS. 7 -9 St, 4-- 1 Nig Xp J 1 SEE D.P. TABLE, SHTS. 7 -9 SEE Q DP MY TABLE MY SHTS. ni 7-9 'C1•1 SEE D.P. TABLE, 7 SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 i xo, ox, xx, XXp oxxo, xxxo, oxxx, xxxx, POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAILS OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXX(p. O)OO( IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. 1 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 oxo, Oxx, xxo, xxx OXXp, XXXp CORNER, TYP. POCKET, TYP. ¶ y MY NE/ rammer. REVISED. ea iiriphwg whit Re Illeddes Code ,$. ui -•IDt • EC MOWN N Dais J.J. Rood 10/11/11 Redeem C NO CHANGE THIS SHEET Revsday: SMC Rat 01 /05/10 Revlsiona 8 PER MIAMI DADE COMMENTS Relied eye SMC r 11/18/09 Revbloinc A PER MIAMI DADE COMMENTS GSM Oft 08105/09 Checked Fly. Rate: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O.BO,X1529 NOKOMIS, FL 34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LM1 SesfrelltatM SGD770 soft NTS Sheet 2 of EWAN No. PGT0002 Row C ���1ttlrlly, ,..v% LYNN ' /" 44 Q� �,tcErvs� •.lF�'% No. 58705 0rr// Off'.. STATE OF . • • " 'O +N,AL1 ev -\ \ \• A. LYNN MILLER, P.E. P.E.# 58705 SEE D.P. TABLE, SHTS. 7 -9 1 SEE DP TABLE SHTS. 7 -9 Nrwrir NnWr, NVIY NTH oxxxo, xxxxo, oxxxx, xxxxx, XX)OCXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 t SEE DP TABLE SHTS. 7 -9 Ank NEW! LAVA `c! /WAR' �cr•-!� Nrwty ztr' crwr ry oxxxxo, xxxxxo, oxxxxx, x;xxx x. XXXXXXp APPROVED CONFIGURATIONS J J Rend* Dale: Revisions: J.J. 10/11/11 C NO CHANGE THIS SHEET Rev&By. Dads: Revisions: SMC 01/05/10 B PER MIAMI DADE COMMENTS Rend By. MEN Ralston*: SMC 11/16/09 A PER MIAMI DADE COMMENTS Checked SMC 08/05/08 Br Darx 1070 TECHNOLOGY ORRIS NOKOMIS, FL 34275 P.O. BQX 1529 ' NOKOMIS, FL 34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI SG o DTs 3 of 23 No, .s enistylas veil! 1`e PROMS Ateleptine 11A015 -14 ?Aviation Oak ►Gir- el . 1. \ Mimi Dade ` >>�Itlllllllj \\s`ON1 I.YiVN ' • A?/ "/ •'ocENSS p Not 58705 t uI 'tu; ''•• STATE F : • �� ',� S�QNAt- eeio A. LYNItIIMILLER; % P E. C P.E.# 68705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 f SEE DP TABLE SHTS. 7 -8 IA L3 NrUNP LAVA oxxxxxo, XXXXXXo, oxxxxxx, xxxxxxx, XXXX)OCXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 1 e J 1 oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XXXXXXXXp J ?MODI & REVS. .�. 43i wide Ib.!IMM* Beldblecmis piplvetise Revad Bps 10/11/11 Reviskare: NO CHANGE THIS SHEET SMC Dater: 01/05/10 Revisions: PER MIAMI DADE COMMENTS Raved 8r. SMC Dale: 11110109 Revisions: A PER MIAMI DADE COMMENTS Drawn Sr SMC 8/05/09 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1528 NOKOMId FL 34274 QUALIFIED CONFIGURATIONS SERIES 770,,;ALUM. SGD - LMI n soo I NTS 4 or 23 I PGT0002 N. LYNN 4,, , o n •w: _-o wIn • u,, O • STATE OF ,• �, ` ��'',`s`SIONA'- •`�• A. LYNN ME.# 6ILLER, P.E. P.8705 EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 7/16" NOM. t 3/4" NOM. GLASS BITE f 7/16" LAMINATED GLASS TYPES G3 EXTERIOR /4" HS GLASS --#- .090 DBPVB ► 1/4" HS GLASS 9/16" NOM 3M" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16" NOM. C 3/4" NOM. GLASS BITE t 7/16" LAMINATED GLASS TYPES G4 EXTERIOR 1/4" HS GLASS ---■- .090 SGP 1/4" HS GLASS 9/16" NOM. 3/4° NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A rower RtVIS 4 ,..rwa &nevi* *add* Code AmOpoomeo fOOpirodoo ..,.p JJ 11/11 Revtatonta NO CHANGE THIS SHEET Rend Br Data Web= Rend Hp SMC Date: 11/16/09 A PER MIAMI DADE COMMENTS Drew" By: SMC DOE 08/06/09 Checked 13y., Oats: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 GLAZING DETAILS : SERIES 770 ALUMINUM SGD - LMI 800770 r INTS 15 a 23 J PGT0002 Iftwc \‘‘o%1- YNNI401 / iii •4' No, 587 -k ; 05 �p'•. sYA E ; ? / /'' SS /ONA1- 7% � A. LYNN MILL,1P.E. P.E.# 68705 EXTERIOR 3/16" HS GLASS —► .090 DBPVB 3/16" HS GLASS 3/8 "AIRSPACE 3/16" T GLASS 1" NOM. I 74 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS ^1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 3/4" NOM. GLASS BITE t 3116" HS GLASS EXTERIOR .090 SGP 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS 1" NOM. 3/4" NOM. GLASS BITE f TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS �1" NOM. 3M" NOM. GLASS BITE t TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A roamer mgv6 - wN . Pistils RA Cede AO.Sineelle 1.•161S1•14 4141,141111 MOS Rend Bje J.J. 0/11/11 Raves C NO CHANGE THIS SHEET Revel Bjc Date: Raved By. Date: RevIsbas: SMC 91/98/09 A PER MIAMI DADE COMMENTS SMC 08/05/09 RJA 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 GLAZING DETAILS : SERIES 770 ALUMINUM SGD - LMI SGD770 sae: ra *gRe. Res. NTS 6 "+ 23 I D PGT0002 I C ‘.��111ItIll��� // \`\ ``` #,t L`INN,.. tee ii .* 58705 r 16 STATE OF ' SS�ONAL A. LYNN I4MILLER, P.E. P.E.# 68705 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK, > JAMB ANCHOR QTY. >RHOOK G3 - 7/16" LAMINATED GLASS - G3A - 9/16" LAMINATED GLASS G5 - 7/16" LAMINATED I.G.U. - (3/16" G5A - 7/16" LAMINATED LG.U. - (114" STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY. PER PANEL H & S, ANCHOR QTY. Anchor Types: (3/16" H.S. / PVB / 3/16" H.S.) 1) *1/4" ELGO ULTRACON (FORMERLY TAPCON - (1/4" H.S. / PVB 11/4" H.S.) 2) *1/4" SS4 CRETE-FLEX TEMP. /AIR/ 3/16" H.S. / PVB / 3/16" H.S.) 3) *5/16" ULTRACON TEMP. 1 AIR / 3/16" H.S. / PVB / 3/18" H.S.) 4) * #12 STEEL SCREW (G5) *SEE ANCHORAGE NOTF_S 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 2 -1/2" NOM. PANEL WIDTH FRAME SIDE 1,2 -CONC 0 co v 04 1,2 - CONC p 0 co v N 8 c� .= 0 v N 1,2 -CONC 1 a c�1O 6 0 M 511...0/ GLASS TYPE- 3, 3A, 5, 5A +60 -60.0 +60 - 60.0 +60 -60.0 + Q_- 24 $ H &S C4 +1 C4 +1 C4+2 C4 +1 C4 +1 C4 +2 C4+1 C4+1 C'.- 4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 A 5 5 5 5 5 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 ,�/ +60 - 60.0 +60 -60.0 30 H &S C4 +1 C4 +1 C4 +2 C4 +1 C C4 +2 C4 +1 C4 +1 C4+2 C4 +1 C4 +1 C4 +2, JAMB 10 10 10 1 10 10 10 10 10 10 10 10 P -HOOK 5 5 _ 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A, 5, 6A +60 -60 +60 -60.0 +60 -60.0 +60 -60.0 36 d` H &S C4 +1 C4 +1 C4+2 C4 +1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 �C4 +60 -60.0 C4 +21 42 H &S C4 +1 C4 +1 C4 +2 C4+1 C4 +1 C4+2 C4 +1 C4 +1 +2 C4 +1 C4 +1 _ JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 6 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 - 60.0 +60 -60.0 +60 -60.0 48 H &S C4 +1 C4 +1 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1. C4+1 C4 +2' JAMB 10 10 1 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 6 6 6 6 6 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED O E OF THE 31/4 SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP 1S 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 ", 31/4" AND 2112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O DLO WIDTH = NOM. PANEL WIDTH - 7" INT. DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" STANDARD ASTRAGAL STANDARD STILES = EXAMPLE ON SHEET 10 TABLE 1A. SILL HT. VS POS. DP SILL RISE HEIGHT ( +) DESIGN LOAD FLUSH 1 -1/2" N/A LOW 2 -1/2" + 46.67 PSF MED 3 -1/4" +60.0 PSF HIGH 4" + 60.0 PSF SEE NOTES 1 -3 900 OUTSIDE CORNER 90° INSIDE CORNER rOH LENGTH +*-1 OVERHANG OH LENGTH OH HEIGHT 8� SEE NOTE 3 OH HEIGHT EQUAL TO 1 OR GREATER niolocir SWUM as astapiihmig with 11i t lert & tbegie Assillemee I,to .1+1 Road By: Dale: Revisions: J.J. 1o/n1/11 C NO CHANGE THIS SHEET RevsdBy: DM: SMC 01/05110 Rend iy. oats: SMC 11/10109 own gig: Dale: SMC 08105/09 Revisions: 8 PER MIAMI DADE COMMENTS : A PER MIAMI DADECOMMENTS Created Bi Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 DP ANDANCHORAGE SERIES 770 ALUMINUM SGD - LMI roon Sheet ono* g No. NTS 7 of 23 PGT0002 RON C 1IIlI III LYNN.M /(� ;GENSF . F� , /, ii � '��i �• ‘40.581°5 - • 4....picon--4 �J •'•. g TE OF SIONP►L,o` A. LYNN MILLER, P.E. P.E.# 68705 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTY STILE - STANDARD ASTRAGAL H & 8. Anchor Types: 1) *1/4" ELCO ULTRACON (FORMERLY TAPCON 2) "114" 834 CRETE -FLEX 3) •8116" U-7RACON 4) 612 STEEL SCRBN(G5) •SEEANOHORAOE NOTES 1 &2 ONSHEETI. TABLE2. > HEAD & SILL (H&S) INTERLOCK > JAMB ANCHOR CRY. >P- HOOKANCHORQTY. 64.7118" LAMNATED GLASS - G4A - W18" LAMINATED GLASS G6 - 7/16" LAMINATED LG.U. - (3116" (36A - 7116" LAMNATED LO.U. - (1/4" & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS MITERMEDIATEANCHOR QTY. PER PANEL (3116" W.S. / SDP/ 3/16" H.S.) - (1/4" H.S. / SDP/ 114" H.S.) Tf P. /AIR / 3/16" H.S.1 SOP/ 3/16" KS.) TL3JP. /AIR/ 3116 11.8.1 S(3P / 3/16" H.S.) LOAD UNIT HEIGHT 80 84 90 - MID - 3-1/4" 102 108 114 120 NOM. PANEL Q s V 0 (NI x 3 - CONC d' N U N - NI' l V N V § N •- ( N! IN§ d N N 1 M er N U N q 8 U; , G 4 N V N '.-7. ( M ] § a N U 0 ; N .- 1 o; 1 . N ¢� N 1 N A 1 a N GLASS TYPE -4, 4A, 6, BA 60.0 -60.0 60.0 - 80.0 60.0 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 24 H&S C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 6 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 60.0 `-60.0 80.0 - 60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 - 60.0 60.0 - 60.0 60.0 -80.0 30 - , i H &S C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C8 +2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4+1 C4 +1 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 6 6 6 5 5 5 5 6 6 6 6 6 6 6 6 8 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 - 60.0 60.0 -60.0 80.0 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -80.0 60.0 -80.0 36 H &S C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1, C4 +1 C6 +2 JAMB 10 10 10 10 - 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE - 4, 4A, 8, 6A 60.0 -60.0 60.0 -80.0 60.0 .60.0 60.0 -60.0 60.0 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -60.0 42 H &S C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4+1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 6 5, 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 8 6 8 8 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 -60.0 80.0 - 80.0 60.0 -60.0 60.0 -60.0 - 60.0 -60.0 60.0 -60.0 60.0 -60.0 48 { H &S C4 +1 _ C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C8+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 6 6 6 6 6 8 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9, GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 80.0 -60.0 60.0 - 60.0 60.0 -60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 54 H &S C4 +2 C4 +2 C5 +2 C4 +2 C4 +2 C5 +2 C4 +2 C4 +2 C5 +2 C4 +2 C4 +2 C5 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 6 _ 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A, 6, 6A„....--60.0 -60.0 60.0 -60.0 60.0 -60.0 X60,¢ -60.0 60 S C4 +2 C4+2 C5 +2 C4 +2 C4 +2 C5 +2 C4 +2 C4+2 C5 +2( C4 +2 )C4 +2 C5 +2 JAMB 10 10 10 40 10 10 10 10 10 "-1e 10 10 P-HOOK 8 6 8 6 8 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/?, 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP • SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1 -1/2" N/A LOW - 2 -112" +46.67 PSF - MID - 3-1/4" + 60.0 PSF . _ HIGH - 4" +60.0 PSF SEE NOTES 1 -3 OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" I•+ OH LENGTH I I OVERHANG OH LENGTH S�0 OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 N■ "��+�11n1•(•Llb By: J tete 10/11/11 NO CHANGE THIS SHEET Rod By. SMC Date: 01105110 Revisions: 0 PER MIAMI DADE COMMENTS Rend By: SMC oaw 11110109 Redskna: A PER MIAMI DADECOMMEVTS Orem 01: SMC Date 08/05/09 Cleated By este 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 139X 1629 NOKOMIS, FL 34274 DP AND ANCHORAGE This SERIES 770 ALUMINUM SGD - LMI Setieetteodet SGD770 Eketia• Street Onartter No. NTS I 8 of 23 I PGTOOD2 Roe C •; K2%..•' GENSF• • "r ',�i N' • -fir ♦T I . Ho. 58705 -0 • • �¢to it II . %'A �'• STA'TEOF • 'i`i(% • FtORt4P''. C'/ N. A. LYNN R E. ` P.E.# 58705 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAW DUTY STILE - HEAW DUTYASTRAGAL H & TAPCON) SHEET TABLE 3. > HEAD & SILL (H &S) INTERLOCK, > JAMB ANCHOR QTY. >P -HOOK G4 - 7/16" LAMINATED GLASS G4A - 9/16" LAMINATED GLASS GB - 7/16° LAMINATED LG.U. - (3/16" GSA - 7/16" LAMINATED I.G.U. - (1/4" STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY. PER PANEL ANCHOR QTY. Anchor Types: - (3/16" H.S. / SGP/ 3116" H.S.) 1) *1/4" ELCO ULTRACON (FORMERLY - (1/4" H.S. / SGP/ 1/4" H.S.) 2) *1/4" SS4 CRETE-FLEX TED/P. / AIR 13/16° H.S. / SGP / 3/16" H.S.) 3) *6/16" ULTRACON TF]VP. / AIR / 3/16" H.S. / SGP/ 3/16" RS.) 4) *#12 STEEL SCREW (G5) * SEE ANCHORAGE NOTES 1 & 2 ON S, 1. UNIT HEIGHT I 80 84 90 96 NOM PANEL WIDTH FRAME SIDE 1,2 -CONC 3 -CONC 4 N v N ' K 9 V N U N .. 5 U , 5 4 N 1,2 - CONC 3 -GONG , 'd' N GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 24 t H &S C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C8 +2 C6 +2. JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 6 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 30 E► .5JAMB H &S C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 06+2 C6 +2 C6 +2 C6 +2 C6 +2 06 +2 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 6 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A, 6, 8A 90.0 . -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 36 c�5 ' H &S C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6+2 C6 +2 C6 +2 C6 +2 C6 +2 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 42 Anchors H &S C6 +2 C6 +2 C6 +2 C6 +2 06 +2_ C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 48.t a H &S C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2 ", 31/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Revsd By. J.J. SMC 10/11/11 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES INT. 90° OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SILL RISE HEIGHT ( +) DESIGN LOAD FLUSH - 1-1/2" N!A LOW - 2 -1/2" + 46.67 PSF MED - 3 -1/4" I. 60.0 PSF HIGH - 4" _ + 90.0 PSF SEE NOTES 1 -3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 80° INSIDE CORNER rOH LENGTH 1 r-- OVERHANG OH LENGTH OH HEIGHT OH HEIGHT it EQUAL TO 1 81 OR GREATER a SEE NOTE 3 111011 UCI REV#i$f1 as sesugying with tine F1ert& �a.es�`� 1% -WI Revlsl n C NO CHANGE THIS SHEET 01105/!0 Rte: B PER MIAMI DADE COMMENTS Revsd Br SMC Dietity, SMC Daft 11110109 Reviskr ts: A PER MIAMIDADE COMMENTS paw 08/05/09 Checked By: Dare: I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BQx 1528 NOKOMIS, FL 34274 DP AND ANCHORAGE Tau SERIES 770 ALUMINUM SGD - LMI sew SGD77D 1 NTS 19 of 23 DnurkoNo. R*� PGT0002 I C `0 1% {II 1111,, .001% LYNN. M/( F 1,, , ( , * No•58705 TEO S - /11111I% � A. YN LN LLEIONP MIR, P.E P.E.# 58705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE -FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7 -9: HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 11 -12. JAMBS & P- HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. "ANCHORS PER PANEL" A THOSE AT THE HEAD AND „ I BETWEEN CLUSTERS OR THOSE 1 1 • If BNP. FRAME JAMB R P HO K. A l I 1 I EXAMPLE OXX ANCHORAGE PLAN: RE 8" MAX. -+— INTERLOCK _ ASTRAGAL INTERIOR — SILL 3'S„ CENTERLINE SEE CLUSTER DET., SHT. 11y— CENTERLINE 2.04" �- T • 0 0 0 3.5" TYP. 24" k.._ MAX. O.C. 0 0 4.051 f 3.5" 3.5" : 24" MAX. O.C. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. INTERLOCK 111- CENTERLINE 3.5" TYP. -t 0 (7) P -HOOK ANCHORS C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL 2 C4 2 C4 2 C4 2 x „ • x MAX e 6 e 10" MAXI_ • 3 SEE NOTE I • • X x x x • • • 3" • 10" MAX 6" MAX. 1 x x x MAX • = FRAME ANCHORS 0= P -HOOK ANCHORS MAX. X x x x LI—x x x x 8" MAX TYP. x x x x x SEE TYP. JAMB CLUSTER DETAIL BELOW 6" MAX. x 21" x x x x x x �6" MAX x jA I x24" MAX O.C. T L__ 90° CORNER (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE �-• SEE CLUSTER DETAILS, INTERLOCK CENTERLINE / SHT. 11 0 0 EXTERIOR SEE CLUSTER DETAILS, SHT. 12 0 --� 8" MAX. 0 • 0 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS 1 4.051" MIN. O.C. 3.5" — ' -4— 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M. N. O.P.a &R EXTERIOR - 8 "M� a P.teoI►UCII•REYISi as:IIMpi with *ii* fine. Bidding Code Swindle* Dime 17 I' - bade Read Or J.J. Data 10/11/11 Res: NO CHANGE THIS SHEET Renal By: SMC Dade: 01/05/10 Revisions: 8 PER MIAMI DADECOMMENTS Revsd Br SMC Drawn Br. SMC Dare: 11!10108 0/05/09 ddevFafone: A Clanked Br RJA PER MIAMI DADECOMMENTS Dace: 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O.8OX 1629 NOKOMIS, FL 34274 ANCHORAGE SPACING & EXAMPLE PLANS tale: SERIES 770 ALUMINUM SGD - LMI sedssItrmie SG0770 ISail°NTSIsme 10 a 23 I D PGT0002 ( C `00011Th,, \\‘‘ \kst V.1%.,1!! ARe � ��••• * 'EN SF*• • . No. •. _ 58705 l< <I ' t L;.I a of (P°.";•• C9 ∎ A. LYNN'n61LW . E P.E.# 88705 r INT. 3.5 ASTRAGAL OR 1 ri—INTERLOCK CENTERLINE -1 -!— 1.75 4.051 3.5 sc/\* 2.040 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 rarRADACDT2 INTERLOCK CENTERLINE 3.5 INT. 4.072 5.369 t 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 N tRAGACtI INTERLOCK CENTERLINE J INT. 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 r INT. ASTRAGAL OR 1 (-+-- INTERLOCK CENTERLINE 2—TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 ATRAOACTiTt INTERLOCK ► CENTERLINE 1 r INT. ASTRAGAL OR INTERLOCK CENTERLINE 1.75 3.5 0 INT. 2.040 s 4.072 1 __ 4.049 L 1"TRAGK; ASTRWL /1FffgRLCSCI� ANCHOR CLUSTER - C5 (ATTRACACTA INTERLOCK CENTERLINE INT. 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 2- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 INSITMACTN- INTERLOCK CENTERLINE 7 4.049 INT. 3.5 J 2.04 3-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 IASTRAWDR INTERLOCK CENTERLINE INT. 4-TRACK, ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C6 1� NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. rucanliCT Rt£V1I 40.0•00was Kl184. Pled& N M * Cade M Maa N. •• I •1 tL ?*p4v halt P `S' MOM ealliellW Rend J 10/11/11 Re NO CHANGE THIS SHEET Rand By: Data: Revlstans: Dated Op SING 11/1W09 Revisions: A PER MIAMI DADE COMMENTS Draw Br SMC Dabx 00105/09 Checked Byr. Os* 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1520 NOKOMIS, FL 34274 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI SSG 70 NTS 111 23 I PGT0002 Ara C r EXT. 1 0 1 3.5 — 2.04 INT. \ 3.889 0 2-TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 2.04 3.889 INT. 3.5 3- TRACK, 90° OUTSIDE CORNER SHOWN, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS INT. 3.5 2.04 !man. 3.889 EXT. 1 / 2 TRACK. 90° INSIDE CORNER SHOWN. 2- TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 iNT. 3.5 1 .1.11.11.11.1L EXT./ 2.04, 4 TRACK, 90° INSIDE CORNER SHOWN, 4- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. reamer mivar. Lpirom woo es Meek GM A•Weigmes Nil ! I— A IMipiratka L Lot 4:,s,_ Masi Me reportawitla Revad By: J.J. X11/11 Red a NO CHANGE THIS SHEET Raved Bic SMC Dela 01/05/10 Revistm% B PER MAW DADE COMMENTS Revad y: SMC Orb: 11/16/09 Revfskvm: A PER MMMI DADE COMMENTS Omn8v SMC Cox 08/05/09 fir Dale: 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE, EXAMPLE CLUSTERS lake SERIES 770 ALUMINUM SGD - LMI bed aMkat 6oae !Ghee SGD770 I NTSI 12 of 23 Onwkit PGT0002 Ic . • `��t�tlllll / /,/ 4LYNN4lIL 4l // • . * No. 58705 �� �'•.• STATE OF •. # * ' • .. PLORtOP'' ONA o A. LYNN MILLER P.E. P.E.# 88705 tI 1" MIN. E.D. TYP. EXT. 1/4" MAX. SHIM 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1" MIN. E.D. TYP. EXT.� 3/8" MIN. 1/4" j- MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. 2 -TRACK FRAME HEAD DETAIL B. 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/16" O.C. TYP. amo■nil FTWFAFICI 3/8" MIN. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) _A 1 3/8" MIN. 21/16" 1" MIN O.C., TYP. ED., TYP. DETAIL E. 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) EXT. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) EXT. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART, SHT. 1 2 1/16" O.C. TYP. ONCRETE SEE CHART, SHT. 1 2 1/16" O.C. TYP SEE CHART SHT. 1 EXT. 1/4" MAX. SHIM 1/4" MAX. EXT SHIM ' ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL C, 2 -TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 SEE CHART SHT. 1 DETAIL D, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 ONCRETE SEE CHART SHT. 1 21/16" 1" MIN E,D., O.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION ONCRETE r . .l 4' 0i•1s Y 21/16" O.C., TYP. CONCRETE SEE CHART SHT. 1 SEE CHART, SHT. 1 DETAIL H, 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 •.� : s = • „‘�•i •M ���. +fie.` • ,• +-l• f••,�� •'�. ;i _ - -, ••i�„7 ,•�y ���, SEE CHART SHT.1 2 1/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION J Dale: 0/11/11 Rs SEE CHART, SHT. 1 DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION 2 1/16" O.C., TYP. 1" MIN E.D., TYP. 1 318" MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE Z SHT. 1 DETAIL I, 4-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/8" MIN. 21/16" O.C., TYP. 1 y 1" MIN EXT. --► E.D., /-+- DETAIL K, 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION ritODUC? REVI r yin w He Fleas > -Core Airoptuat l� NO CHANGE THIS SHEET Rowdily: SMC Cafe: 01105110 Revisions: 8 PER MIAMI DADE COMMENTS Roved Bic SMC Date: 11/16/09 Revisions: A PERMIAN DADE COMMENTS Diem er• SMC X5/09 Checked By.' Cafe: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.50X 1528 NOKOMIS, FL 34274 ANCHORAGE DETAILS Dee: SERIES 770 ALUMINUM SGD - LMI SOD7T0 NTS Shoot CawfnoNo. 13 a 23 I PGT0002 \0i% 1IIIIIIi1� \N\‘o *,l 4NNN•M /(zF iii �`r•,• �GENSS•• •. � �i -c . 5 8 No. 705 %� • soli TE of ; PLC/ i�iC�'• /LOR�OA•'�C?. ' ���',,SS/ONA - A LYNN MIailk, P.E. P.E.# 58705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) ONCRETE 1/4" MAX. SHIM —'-j SEE CHART EXT. SHT.1 1 3/8" MIN. 1/4" MAX. SHIM --N1 wpwri SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE Z SHT. 1 — 1 "MIN. 1/4" MAX. SHIM —1ay WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, DETAIL N, 2-TRACK FRAME JAMB SHT. 1 WOOD INSTALLATION 2 1/16" O.C., TYP. SEE CHART SHT. 1/4" MAX. SHIM --01 SEE CHART �� �� ►;�. a: SHT. 1 • •' ..r. •. • ..'. •xis.. 2 1/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR NOTE 1, SHT.1 1" MIN. • 21/16" DETAIL 0, 4 -TRACK FRAME JAMB, O.C., TYP. CONCRETE INSTALLATION 1 3/8" MIN. DETAIL M, 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. az WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM 1" MIN. 2 1/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 ASONRY 21/16" O.C., TYP. DETAIL P, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION 3.5" TYPICAL JAMS CLUSTER FOR DETAILS M. N. O.P.Q &R i 1 4.051" MIN. O.C. SEE CHART SHT. 1 1/4" MAX. SHIM —Pi I EXT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 fair , .•�'� 21/16" .:• a WI-- O.C., TYP. II lif • : SEE CHART SHT. 1 ASONRY DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS ONCRETE / MASONRY (GROUTED BLOCK ONLY) DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 1" MIN. 2.693" MIN. EXT. DETAIL S. P -HOOK WOOD INSTALLATION 1 1/4 E.D. TYP. 'M` SEE CHART, SHT.1 EXT. 2.693" MIN. DETAIL T, P -HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, rMODUCr ivio • Welk die Aerii!• Cede ddelveseee No y— to fIvidrobsellede Roved Sys J.J. 10/11/11 Rev dons: IVO CHANGE THIS SHEET Rend ey. SMC Da • 01/05/10 Revisions: B PER MIAMI DADE COMMENTS Road * SMC Dal: 11/18/09 A PER MIAMI DADE COMMENTS GSM Date: 08/05/09 Checked 8y Dater 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS TRW SERIES 770 ALUMINUM SGD - LMI eakaldtodak SGD770 ISoda: 'TS Shoot DMA)) Ha 14 of 23 I PGT0002 Rear c \`\\��%II•1II/,/,/ �� ,(.1- YNN.................. ,.,, 4 T`.,. \>GENSF . ''% •.fi( * No, 56705 '3 � � K 11 4/ • ; STATE. OF ' O '•. JLORO�•''(9 , /'; /SSbNAL $. A LYNN1MRLI.ER, P.E. P.H.# 68705 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. 1" MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION Fir rr —1 1 r— =Q= —yn--------ii 81 PANEL n li PANEL n 1 TYPE 1 TYPE r1 o u ,A, 1 'QS' a a ° n 0 n ,. n 11 0 1.i I 0 0 a N 11 a ou 0 Iris SEE - NOTE ... -..:_ 3, SHT. 15 a B DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' & 'C', SHT. 13 DLO WIDTH = NOM. PANEL WIDTH - 7" A-DETAIL 'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS'E' &'G', SHT. 13 XX -90° CORNER XX (2 TRACK INSIDE 90° CORNER) *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES INT. SEE CHART, SHT. 1 /-CONCRETE / MASONRY (GROUTED BLOCK ONLY) i ... S • �. ••,�...'rI •'!':. �, "a".•1 • tt• SEE CHART, ?�' SHT.1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION (ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' 'P', SHT. 14 DETAIL 'BB', SHT. 19 EXT. DETAIL 'KW, SHT. 20 HORIZONTAL SECTION B -B #10 X 1.50" PH SMS PANEL CORNER DETAIL #8 X 1.00" PH SMS (OPTIONAL) FRAME CORNER DETAIL riit».icr wasp seogijolybes grid list ll S& Itspisidso Owe nit t- • maul Road 10/11/11 Re iskes.• NO CHANGE THIS SHEET Rowdily: SMC Dole: 01/08110 Reeisbrrx 6 PER MIAMI DADE COMMENTS Resod By. SMC *brown SMC Oats: 11/18108 A PER MIAMI DADE COMMENTS 08/05/09 Chocked ay. De 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1629 NOKOMIS, FI.34274 ANCHORAGE DETAILS / EXAMPLE ELEVATION IEi SERIES 770 ALUMINUM SGD - LMI sew: SGD770 NTS Sheet draxtngtio 15 of 23 PGT0002 �Ree C ```��t1t1Il11/i // M�j�R /,'. 705 * ; Iyo. 58 � o ' U; .. 5 xtE O FCORve:,1 9 SIONA\ A. LYNN MILLER' P.E. P.E.# 58705 L PANEL — L B DETAIL 'V', SHT. 18, ANCHORAGE DETAILS 'A' & 'C', SHT. 13 DLO WIDTH = NOM. PANEL WIDTH - 7" A-DETAIL 'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS'E' &'G', SHT. 13 XX -90° CORNER XX (2 TRACK INSIDE 90° CORNER) *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES INT. SEE CHART, SHT. 1 /-CONCRETE / MASONRY (GROUTED BLOCK ONLY) i ... S • �. ••,�...'rI •'!':. �, "a".•1 • tt• SEE CHART, ?�' SHT.1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P -HOOK FOR BOX RISER CONCRETE INSTALLATION (ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' 'P', SHT. 14 DETAIL 'BB', SHT. 19 EXT. DETAIL 'KW, SHT. 20 HORIZONTAL SECTION B -B #10 X 1.50" PH SMS PANEL CORNER DETAIL #8 X 1.00" PH SMS (OPTIONAL) FRAME CORNER DETAIL riit».icr wasp seogijolybes grid list ll S& Itspisidso Owe nit t- • maul Road 10/11/11 Re iskes.• NO CHANGE THIS SHEET Rowdily: SMC Dole: 01/08110 Reeisbrrx 6 PER MIAMI DADE COMMENTS Resod By. SMC *brown SMC Oats: 11/18108 A PER MIAMI DADE COMMENTS 08/05/09 Chocked ay. De 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1629 NOKOMIS, FI.34274 ANCHORAGE DETAILS / EXAMPLE ELEVATION IEi SERIES 770 ALUMINUM SGD - LMI sew: SGD770 NTS Sheet draxtngtio 15 of 23 PGT0002 �Ree C ```��t1t1Il11/i // M�j�R /,'. 705 * ; Iyo. 58 � o ' U; .. 5 xtE O FCORve:,1 9 SIONA\ A. LYNN MILLER' P.E. P.E.# 58705 DETAIL 'CC', SHT. 19- � 1 - DETAIL'BB', SHT. 19 (^/ �t L! ). 'mir/ tDETAIL 'FF', SHT. 19, 1 DETAIL 'V', SHT. 18, DETAIL 'EE', SHT. DETAIL 'N' & ANCHORAGE 'P', SHT. 14 ANCHORAGE DETAILS 'N' DETAILS W & 'P', SHT. 14 & 'C', SHT. 13 NOTES: E .ES DETAIL 'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS 'E' PANEL CORNER 0)00( (2 TRACK) & 'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE WM 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. R-r r PANEL TYPE 'A' I PANEL TYPE 'CS' Erg I== oaaae=� ®ooameej Is141MIMnflaesa•66flsaMnIMIEt� XX -90° CORNER -XX (2 TRACK 90 °OUTSIDE CORNER) - EXAMPLE MAX. HT. SEE DP TABLES DETA L'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 DETAIL V', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 --v-DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS 'N' & 'P', SHT. 14 t i DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A DETAIL 'CC', SHT. 19 DETAIL 'BB', SHT. 19 `DETAIL 'DD', SHT. 19, DETAIL 'AA', SHT. 19, ANCHORAGE DETAILS 'Q1 ANCHORAGE DETAILS 'S' & T, & 'R', SHT. 14 SHT. 14, 'MM' &'NN', SHT. 15 M, c TAE DETAIL 7C, SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 \.. I' IT. EE 'LES 1 MA Hi SE DI L TABI PANEL TYPE 'R' / o PANEL TYPE 'L' / PANEL TYPE 'D' / PANEL TYPE 'A' / SEE ��r NOTE 3 PANEL TYPE 'L' SEE ��...,, 3 NOTE "'-` X 1 -J I PANEL TYPE 'M' � PANEL TYPE 'F' ��...,, X E .ES DETAIL 'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS 'E' PANEL CORNER 0)00( (2 TRACK) & 'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE WM 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. R-r r PANEL TYPE 'A' I PANEL TYPE 'CS' Erg I== oaaae=� ®ooameej Is141MIMnflaesa•66flsaMnIMIEt� XX -90° CORNER -XX (2 TRACK 90 °OUTSIDE CORNER) - EXAMPLE MAX. HT. SEE DP TABLES DETA L'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 DETAIL V', SHT. 18, ANCHORAGE DETAILS 'A' &'C', SHT. 13 --v-DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS 'N' & 'P', SHT. 14 t i DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 INT. EXT. HORIZONTAL SECTION A -A DETAIL 'CC', SHT. 19 DETAIL 'BB', SHT. 19 `DETAIL 'DD', SHT. 19, DETAIL 'AA', SHT. 19, ANCHORAGE DETAILS 'Q1 ANCHORAGE DETAILS 'S' & T, & 'R', SHT. 14 SHT. 14, 'MM' &'NN', SHT. 15 M, c TAE DETAIL 7C, SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 \.. I' IT. EE 'LES 1 1 -"spa POCKET SEPARATE APPROVAL ���� (( PANEL TYPE R' 0 PANEL TYPE 'L' SEE ��...,, 3 NOTE "'-` X 1 -J I PANEL TYPE 'M' � PANEL TYPE 'F' ��...,, X ._ OXXXp (3 TRACK RIGHT POCKET) DETAIL', SHT.18,-" EXAMPLE ANCHORAGE DETAILS 'F' & 'H', SHT. 13 Raved d.J 10/11/11 C NO CHANGE THIS SHEET Raved BY SMC Date: 09/00/10 S PER M!AMI mar COMMENTS Rend By: SMC Dmmt By: SMC Date: 11/16!09 08/05/09 ReviskvIc A Checked By. MIA PER MIAMI DADE COMMENTS Date / DETAIL 'BB', SHT. 19 i` / DETAIL 'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'O', SHT. 14 1 DETAIL '1, SHT.18, ANCHORAGE DETAILS T &'J', SHT. 13 J PANEL PANEL TYPE TYPE 1 X PANEL TYPE PANEL TYPE SEE NOTE 3 X MAX. HT. SEE DP TABLES DETAIL 'Y', SHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS 'K' EXAMPLE SHT. 13 & 'L', SHT. 14 rMQUJCT REVS an Iyttg wide Ik fled& Raidibe M. (1 -1bt _• « iI,,L«w...» L< 1070 TECHNOLOGY DRIVE NOKOMIS, FL 39276 P.O. BQX 1529 NOKOMIS, FL 34274 EXAMPLE ELEVATIONS rurx SERIES 770 ALUMINUM SGD - LMI DtMlif No. SGD770 `.1 NTS 116 of 23 I PGT0002 ROIC C to ' LYNN Mj 4 ;.. ** tC'V14SF' •'Q * ; No, 58705 710 •. FLORtat G`: SSIONAL A. LYNN MILLER, P.E. P.E.# 58705 PANEL LETTER PANEL LETTER NOTE: P SINGLE FIXED J (BOX IN) ASTRAGAL 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 1E0 INTERLOCK CCE LOCKSTILE LOCKSTILE IN R FIXED SINGLE M ecia LOCKSTILE INTERLOCK riaj LOCKSTILE INTERLOCK teDX�+7 ASTRAGAL CS CORNER RECEIVER SINGLE OUT C� LOCKSTILE INTERLOCK TAnima (BOX IN) SCj RECEIVER 47C COCKLE INTERLOCK SFIXED leoxourl QS CORNER -`, SINGLE LOCKSTILE INTERLOCK ASTRAGAL LocKSr1LE our (ALL PANEL TYPES) .0. EXTERIOR S FIXED ASTRAGAL �7 �sl Q SINGLE CORNER ,�.,Q LOCKSTILE °'-,� IN INTERLCK LOCKSTILE LSINGLE (BOX OUT) \' ASTRAGAL [1 J `� SINGLE INTERLOCK r OUT RECEIVER R ' ` INTERLOCK L R (BOX 1 ASTRAGAL SA =� INTERLOCK our 1 !INTERLOCK RECEIVER r 111 • CI CORNER SINGLE � �V ��wMReN.AeNk ! !N 1�- i 0 (, • I �- IN CcE INTERLOCK LOCKSTILE K INTERLOCK N. Ma) CSINGLE !� �' ■ ASTRAGAL IC IC SINGLE CORNER INTERLOCK IN INTERLOCK LOCKSTILE B SINGLE SINGLE SINGLE CF CORNER RECEIVER FIXED III IG71 INTERLOCK L �� 14 At._ F SINGLE SINGLE FC FIXED CORNER J4 INTERLOCK INTERLOCK '�¢� LOCKSTILE �i `� --'?-� RECEIVER E pp INfIENRGLLOCE fit:D LOCKSTILE INTERLOCK INTERLOCK !! 1,/. K RR INTERLOCK LOCKSTILE LOCKSTIL E = Ira 1 SINGLE UASTRAGAL (BOX OUT) ezt, LOCKSTILE OUT U ASTRAGAL \ IN i LOCKSTILE A SINGLE INTERLOCK gral a LOCKSTILE �' ‘,%0111 Ox � ‘.?NN M1t1 ' / /,• `_4....• v�G�NSF • '. * ■ * Na 58705 - ♦( , !it • L c bf lit y i •• .'• STATE OF : • , . ;O,t;'• ., �LOR,v?:�'� C�'`; ,, FSS........ y �� ,: ' �1i l I 1 ONA� 1 ‘ ��` A. L P.E.# 68 08 P.E. DLOCKSTILE INTERLOCK (BOXOIIT) LOCKSTILE ASTRAGAL our Rend By: J.J. Date: 10/11/11 Rertslan, C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ° PANEL TYPES Road B$ Date: Revt r--r� / : -- SERIES 770 ALUMINUM SGD - MI Rewd� CNC Orem I* SMC Defe 19110109 MIN 08/05/09 A Checked RJA PER MIAMI DADE COMMENTS Date 1 Ssa NTS I �% a 23 D PGT0002 C SILL RISERS OPTIONS EXT. 1.58r FLUSH BOX SILL RISER FLUSH FLAT SILL RISER DETAIL 'V' FIXED PANEL SHOWN Revsd Dare: 10/11/91 DETAIL 'U' EXT. EXT. <:=1 EXTERIOR INTERIOR 1=> (ALL VERT. SECTIONS) LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 4.055" LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL FIXED PANEL SHOWN FIXED PANEL SHOWN DETAIL 'Z' DETAIL 'LL' SCREEN AT HEAD DETAIL 'Y' DETAIL 'MM' SCREEN AT SILL mom. MRV1 M ', 1he.11. I tai • t01 illiplredsa Oat NO CHANGE THIS SHEET Rood By: SMC� Rood B: 8MC Date: 01/06110 Date: 11116/09 Revisions: 8 Revlstmavr A PER MlAMl DADE COMMENTS PER M!AMI DADE COMMENTS Drawn By. SMC 08/05/09 , Mocked B$ RJA Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O SQX 1629 NOKOMIS, FL 34274 VERTICAL SECTION DETAILS Ttoa: SERIES 770 ALUMINUM SGD - LMI sehooRoadot SGQ770 8mais I Sheer NTS I 18 of 23 Dwoloo PGT0002 Rex C 0,4{111111!11 ``\‘`.( 4+.YNN my 110/ •fir • No. 58705 s o ON- SSIQNAL A. LYNN MILLER, P.E. P.E.# 58705 DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 'EE' AT MIDSPAN DETAIL 'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) 0. EXTERIOR 60 OR 61 AT MIDSPAN DETAIL 'FP (FIXED PANEL) *ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7 -9 FOR DP (PSF) ASSOCIATED WITH STILE DETAIL 'HH' 0 o • apI DETAIL 'NN' SCREEN AT MIDSPAN DETAIL 'GC' (FIXED PANEL) AT JAMB DETAIL 'II' VMSPINCT i1EYNE16 wtie ieA. o� C ANNOasse {Ott .t Satt Rimed* Date: J.J. 90/99/99 Re: NO CHANGE THIS SHEET Rend By. Data SMC 01 /08/10 Roved By: 8MC 11/18/09 biewn By: Date: SMC 08/05/09 Revisions: 8 PER MAW DAVE COMMENTS wero�: A PER MIAMI DADECOMMEMS Checked Bp RAJ Dew I 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI de:leektedek SQD770 NTS� 19 of 23 I PGT0002 EL = It A. LYNN .LER, P.E. P.E.# 68705 EXTERIOR INTERIOR DETAIL 'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) Rased J.J. %11/11 Revisions: NO CHANGE THIS SHEET Roved By: Date: Revlelwrx Red ey: SMC Date: 11/16/09 Revvelab: A PER MIAMI DADE COMMENTS Crown By: SMC Ogle: 08/05/09 Checked * RJA Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 memo' Woo as 00101/10118 the libitis AfterAseme givirsdas IV. oat Masi DETAIL ' KK' 1 1..11 \� �YNN.. ' ��i (90° INSIDE CORNER, 2 TRACK SHOWN) .•-‘f'ENS ; Q' • 5g�05 4( NO I l tjz. sigeov HORIZONTAL SECTION DETAILS, CORNERS We: SERIES 770 ALUMINUM SGD - LMI defiestModet SGD770 NTS Meek 20 of 23 WauTag No. PGT0002 Rer. C b icStOIlNA� -� ��• A. LYNN MILLER, P.E. P.E.# 68706 ITEM PGT Dwg. # PGT. # Description 41 1 17306 617306 2 -TRACK HEAD 17326 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 68152 3 17309 617309 3 -TRACK HEAD SCREEN DOUBLE INTERLOCK 4 17312 617312 4-TRACK HEAD 46 5 17314 617314 FRAME SCREW COVER 868 B 17317 617317 FRAME HEAD/JAMB ADD-ON 7SRAX 7 17304 617304 2 -TRACK SILL SCREEN ASTRAGAL 8 17301 617301 2 -1RACK SILL WITH SCREEN RAIL 51 9 17307 617307 3 -1RACK SILL 1694 10 17310 617310 4 -1RACK SILL 61816C20 11 17313 617313 FRAME SILL TRACK INSERT 1/2" x 4" x 1/16" SITTING BLOCK 12 17315 617315 FRAME SILL SCREEN ADD-ON 76 13 17316 617316 FRAME SILL SCREEN END ADD-ON 14 17305 617305 2 -TRACK JAMB 617358 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 1" IG BEAD HORIZONTAL 16 17308 617308 3 -TRACK JAMB 81 17 17311 617311 4 -1RACK JAMB 1224 18 17322 617322 SILL RISER - 0 IGTAPE 19 17319 617319 SILL RISER - 0 HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 817354 SILL RISER - MED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 817323 SILL RISER - HIGH FLAT 26 17333 617333 POCKET DOOR P -HOOK 27 7070 ' 67070 NEOPRENE BULB WSTP FOR P-HOOK ' 28 17334 817334 POCKET DOOR P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET DOOR P-HOOK FOR BOX RISER OPTIONAL PARTS (NOT SHOWN IN DRAWING) 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 . 7LOCKWGSK SCREEN LOCKSET 42 17326 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612258 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 868 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 81692 SCREEN SPLINE - .165 62 1694 61694 SCREEN SPLINE -.150 63 8153 61816C20 SCREEN CLOTH 54 1725 SILICONE 1/2" x 4" x 1/16" SITTING BLOCK 55 1726 78186X 1" X4" X 1/16" SITTING BLOCK 202 PGT Dwg. # GLASS 7/16 LAMINATED HT-HT PVB 203 17325 GLASS 9116 LAMINATED HT-HT PVB 204 17326 GLASS 7/16 LAMINATED HT-HT SGP 205 17327 GLASS 9/16 LAMINATED HT-HT SGP NOTE: ALL ALUMINUM = 6063 -T6 ITEM PGT Dwg. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 817326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 817339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71895 1 1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78163N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 75 8185 78186X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX #10-32 X 1" FL. SS SCREW WI TYPE "F" TIP 77 7103239 10 -32 STEEL ZINC U -NUT 78 17358 617358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 817359 7/16 BEAD HORIZONTAL 81 17360 617360 9/16 BEAD HORIZONTAL 82 1224 8TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2'X1/18" SINGLE SIDE ADHESIVE TAPE FOR 10 BEAD 100 8052 48052 ROLLERADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1896 71698 DUST PLUG • 103 8186 78186X 1" KEEPER 104 853 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6° LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT - INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78182SN HANDLE KR - RECESSED INTERIOR WRH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 87516 WSTP, .270 X .170 - FIN SEAL 113 1712 64066 .187 X .230 FINSEAL 114 710X115PPX #10X 1112" 115 710XPPT #10X 1" 116 720X1X #14-20 X 1° ST. STL. 117 720X112X #14.20 X 1.5" ST. STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED 10 3/16T - 7116 LAMINATED HT-HT PVB 211 GLASS LAMINATED 1G 1 /4T - 7/16 LAMINATED HT-HT PVB 212 GLASS LAMINATED IG 3/18T - 7/16 LAMINATED HT-HT SGP 213 GLASS LAMINATED* 114T- 7/16 LAMINATED HT-HT SGP ritODIJCT R1CVip seoplybetwish tM 11erlAn IWO* Cods AesspoLeseP14-16‘S•lif 14.1 cted.skalkiwtlitikla,-%44 Revad By: J.J. 10/11/11 Revarlanx C NO CHANGE TI-11S SHEET Rend By: SMC Gate: 01/05/10 Revhlmu: a PER MIAMI DADE COMMENTS Rend By: SMC Dale: 11/16/08 Redstone: A PERM/RMI DADE COMMENTS Drawn By: SMC Dam: 09105/09 checked By RJA Dais: 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 60X 1520 NOKOMIS, FL 34274 PARTS LIST SERIES 770 ALUMINUM SGD - LMl Sertealmodea SGD770 &We: ifilost NTS I 21 e, 23 emonpNa. PGT0002 Row C 1.303" 0.325" 0.062" INTERLOCK SCREW COVER (65) MATL: 6063-T6 0.233" 0.062" P -HOOK SCREW COVER (29) MATL: 6063-T6 •-� � jam- 0.718" 0.062" 0.264" FRAME SCREW COVER GLAZING BEAD (SINGLE) (78) MAT'L: 6063-T6 (5) MAT' L.: 6063 -T6 0.752" P -HOOK FOR BOX RISER (30) MATL: 6063-T6 4.125" 1.304" 0.062" Resod 8y: J.J. Raved By: P -HOOK (26) MAIL: 6063 -T6 0.750" 4.055" 3.25" TOP /BOTTOM BOTTOM RAIL (69) MATL: 6063 -T6 0.750" 0.062" -0- HIGH BOX SILL RISER (24) MAT'L: 6063 -T6 itevaci SMC 10/11/11 Date: Revision C Revisions: -rt- 0.062" ---- 3.305" 0.062" 0.83" 1.050" 0.752" 0.080" SILL TRACK (11) MAT'L: 6063 -T6 3.979" GLAZING BEAD (I.G.) (79) MAT'L: 6063 -T6 1.645" FIXED PANEL CLIP (105)MATL: 6063 -T6 3.979" 080„ 0.709" 0.062" L 1:110.550" 1-1-.•- 1.739 " FIXED PANEL RETAINER INTERLOCK (106) MAIL: 6063-T6 (62)MAT'L: 6063 -T6 0.075" 0.125 "" STANDARD ASTRAGAL (67) MATL: 6063 -T6 1.6" 3.125" STANDARD STILE (60) MAIL: 6063-T6 SCREEN STILEI (40) MATL: 6063 -T6 0.062 " -0-11-6- 0.760" FLUSH FLAT SILL RISER (18) MAIL: 6063 -T6 --�r -- 0.232" 0.906" 0.232" 1.467" 1 2.555" 0.062" tr 2.455" 0.281" HEAVY DUTY ASTRAGAL (68) MAIL: 6063 -T6 HEAVY DUTY STILE (61) MAIL: 6063-T6 0.232" 3.205" 2.304" 1.645" 1 0.796" 4 0.062" P -HOOK MOUNTING ADAPTOR (28) MAT'L: 6063 -T6 .-111r "'I.'''. 0.232" 3.955" 1.587" u u u 0.062" ••-- II-+ -- 0.062" 0.062" FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (23) MAIL: 6063-T6 (21) MAIL: 6063-T6 (19) MATL: 6063 -T6 MEDIUM BOX SILL RISER LOW BOX SILL RISER (20) MAIL: 6063 -T6 (22) MATL: 6063 -T6 (25) MATL: 6063 -T6 NO CHANGE THIS SHEET Dram By: SMC Datc 11116109 Revisions: A PER MIAMI DAVE COMMENTS 08/05/09 Oeabedsy. RJA Daft: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34276 P.O. 8QX 1520 NOKOMIS, FL 34274 EXTRUSIONS tRe: SERIES 770 ALUMINUM SGD - LMI salosSioeak SGD770 sago: 8eeeE w*, NTS 22 « 23 1 O No. PGT0002 Roo C ritODUCC WCVISE. es.“44all rrllM 1►• l�-• IltetdII Cede • Megwe.es N. -101 •1 5.069" 0.081" - 2TRACK HEAD (1) MAIL: 6063-T6 6.198° 0.081" - 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063 -T6 7.105" 8.562" I 1211° 0.081" - 3 -TRACK HEAD (3) MAT'L: 6063 -T6 9.142" 0.080" 4-TRACK SILL (10) MAT'L: 6063 -T8 6.526" 0.080° 3-TRACK SILL (9) MAT'L: 6063-T6 6.221" 1.505" 4 1.505" 1 1 1.505" V Ui 0.080 "2 TRACK SILL W/ SCREEN TRACK (8) MAIL: 6063-T6 1.6" i uv 4-TRACK HEAD 0.081" - (4) MAT'L: 6063 -T6 5.621" 4 1.211" 4.49" 0.080" 4" INSIDE CORNER ASTRAGAL (120) MATL:6063 -T6 OUTSIDE CORNER ASTRAGAL (119) MATL:6063 -T6 2 -TRACK SILL (7) MAT'L: 6063 -T6 1.03" 2.893" I--�--• 1.045" 1.36" r_ I ' 0.062" SCREEN TOP RAIL (45) MAIL: 6063 -T6 r__ 0.875" 1.993" r „ 0.062" SCREEN BTM. RAIL (46) MAIL: 6063 -T6 1.505" i {y 0.081" r•- 5.069" 2 -TRACK JAMB (14) MAIL: 6063 -T6 0.080" -- 2.826° 7.105" 3 -TRACK JAMB (16) MAIL: 6063-T6 CORNER RECEIVER (118) MAIL: 6063-T6 4-TRACK JAMB (17) MAIL: 6063 -T6 -1 1.36" 0.081" -o- r- 6.198" 9I 1 2-TRACK JAMB W/ SCREEN TRACK (15) MAIL: 6063-TO rM1ODUCT wawa) ss goipplyls$ I an pMr1A► Wale Code gupiratise Ogle JJ Dater 10111111 Re done, NO CHANGE THIS SHEET Raved Uy. Rend *ft SMC Revisions: 11/16109 Revisions: A PER MIAMI DADE COMMENTS t>:,ey SMC 804109 Cheated By. RJA Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI fredestefolek SGD770 l NTS Sheet 23 e►23 &anew No. PGT0002 C ``�111111111,1 ``‘� 1. LYNN.1. /;evp /i // • * ' No. 58705 '��� � �.' �'5� s•. � OFCNORAiDI. P E ‘&11.: '•-13„p °t;41/ 0 11 /I STATE OF � A. LYNN MILLER, P.E, P.E.# 68705 MIAM!DE COUNTY DEPARTMENT OF PERMPITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.NI,L APPROVAL DOCUMENT: Drawing No. 6300JR, titled `Jmpact Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 NOA # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1YIIAIVII DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stet, Room 208 Muni, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mtamidaftglrv� APPROVED 1 NOA No. 11- 0922.01 Expiration Date: May 26,2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08119111, signed and sealed by Anthony Lynn Miller, 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 241132.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E-1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and scaled by Marlin D. Brinson, P. E. (Subrnitted under previous NOA #100819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. 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 with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq L Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.L, approved on 05126/11 and on 05/26/16. 4 E -1 Perez, P.E. Product c + l Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G: SHEETS 2-3 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL / SEE DETAILS A- D,G,H; SHEETS 2-3 ARCHES TO SE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULL LENGTH /SEE DETAILS A- D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL —I LENGTH I— OPE F HE1194T MULL LENGTH SINGLE MULLION OPENING WIDTH -1 SINGLE MULLION *Th SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. SEE DETAILS A THRU 0; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. I—HORIZ. MULL LENGTH --1 OPENING HEIGHT FOR NORM- MULL L GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE - FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSI /AF&PA NDS FOR WOOD CONSTRUCTION; ADM- ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY.— 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS......... _._._...._._3 ALTERNATATE CLIPS.........., »4 BAY MULL INSTALLATION.. 4 1 X 2 X .126 MULL SPECS... »- _. »6 1 X 2 X .376 MULL SPECS... ......__ 1 X 2.75 X .376 MULL SPECS... ..... _ 1 X 2.78 X .66 MULL SPECS 8 1 X 3.125 X .500 MULL SPECS 9 1 X 4 X .125 MULL SPECS. »10 1 X 4 X .376 MULL SPECS.. ..__. -11 1.26 X 3.188 X .265 MULL SPECS12 2 X 4X.26 MULL SPECS....–13 2 X 6X.26 MULL SPECS._ 14 1,26 X 2.11 X .125 MULL SPECS15 30° X 328 BAY MULL SPECS.„ 16 45° X 3.25 BAY MULL SPECS17 MULLION & CUP DIMENSIONS 18 -20 EXAMPLES 1 & 2 »21 LOADING EXAMPLES.... ». ». »»..22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS /FT') FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS /FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 15 MET. 7) IF THE MULLION CAPACITY (LBS /FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS /FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS /FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Alg e 0 0 c0 i 1 CD Z 80' PRODUCT REVISED as complying with the Florida Building Code Acceptance No ei 2 Ex. nation Date _� '� ��'����j �• .• •'�G,YS E NNOI RA D 1 1/ 14‘o14 5 � 5 : A�. (LY� S�61fll! LEP � : FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION I I EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. EDGE DISTANCE FOR WOOD SCREWS L.250' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EMBEDMENT FRONT VIEW INSTALLATION NOTES: BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. MULLION SEE SHEETS 1 8-20 FOR HOLE LOCATIONS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EDGEJEND DISTANCE SEE TABLES 1B-10B •&V • • • SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-10B MIN 2.71(81 •• • CONCRETE OR CMU ' EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS %l E T• EMBEDMENT : • ' .• •', • 4.' MIN 231(31 CONCRETE OR CMU FRONT VIEW • TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. EDGE DISTANCE, SEE SEE TABLES 1B-10B SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. 1 a 0 co f 1 3 Z Y 0 PRODUCT REVISED as complyia$ with the Flotilla Building Code Acceptance Nio - I ' I� iratioa Date 11.x` - it 4 13y Miam Dade Proddtet `o (111 4 ii `\\\��ON� 4YnIN• • • \\CENS ‘1' E •' •.'� �i * Ho. 58705 Litz ;� . ST ST TE OF •' %�2<k,'' • ALOR■OQ'•'0\ A. LYNN MILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EDGE DISTANCE FOR MASONRY ANCHORS 4 ! 4 EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-100 • .a' • EMBEDMENT ." BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18 -108 EDGE I DISTANCE SEE TABLES MIN 2.71(81 CONCRETE OR CMU 18-108 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. VARIES .125" MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES-1- --•--I MULLION NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF-DRILLING OR PRE -DRILL MULLION AND USE SMS MULUON INTERSECTION U-CLIP FRONT VIEW EXTERIOR SEE SHEETS 18 -20 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B•1013 • SEE SHEETS 18-20 FOR • HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18-108 SIDE VIEW FRONT VIEW te EXTERIOR FOR STEEL STUDS.THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5 -17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 18.10B N N V) M d 0 M i 1 1 z 0 1 a PRODUCT REVISED as complyin% with tits Fbttla Building Coda Acceptance No Ex ' nation Date Miam 'ade Product •;:, '� \\\ 0‘v( .t,`(NN A14//,,„ ` ��` .•'�GENS •' Qom.•' * �r ND, 58705 •. LLB �A .• e F /// PONAt- A. LYNNImiLLER, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1'X 4" X .125' MULUON STANDARD MULLION CLIP MODIFIED TO FiT FIELD CONDITIONS. MULLION 0 0 0 0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-11B MULLION TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY MULL TYP. ANCHOR 4✓/-- PER SUBSTRATE, SEE TABLES 12B OR 13B TOP VIEW EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. 2 "X5"X.125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. N___TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED IN- FIELD, EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125° MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 3: SEE TABLES 1B -11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 120 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 0 V 1 re co l PRODUCT REVISED as complying with the Florida Buildiing Code A tan No _on Rata t Acceptance _ / By wade P prottullik/ 00%11111 (Fr \`\\`O�� \,YNN M�l �� `‘ ,t`Z`,••*CENSF 1 , � sir No. 56705 Ct S. A. LYNN MILLER, P.E. ATE/JV '• ILLY FL P.E.# 58705 TABLE 1A Mullion Capacity Table (Ibslft2) 1 x 2 x .125 Alum. ion Mullion Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally- spanning mullions) 60 In 80 in ' 70 In - 80 In 80 In I 100 In 120 in 1401n 180 In Rectangular Loading Trap/Triong. Loading Rectangular Loading Trap/Triang. Ling Rectangular Loading Tiap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TTapVTdang. Loading 3 ' -�.2.' G Anchor Capacity Required (lbs) _ g 2 g' G la }3 dr y 3 '� G la a e: 9 .g G Anchor Capacity Required Ohs) it 2 '� Anchor Capacity Required Qbs) .' "d' G pi 11 ili (g 11 '� G 1 Mullion Capacity j t• § 3I � �' Anchor Capacity wed Ohs) •� 2 Anchor Capacity Required Ohs) 11 .6' G Anchor Capacity Required Os) Mullion Capacity Obs/R2) Anchor Capacity Required (Ibs) 1 .� G Anchor Capacity Required Ohs) 2 g' 890 Ibs 11 g' G Anchor Capacity Required (Ibs) 2 "�' Anchor Capacity Required Obs) Mullion Capacity Qbstff2) Anchor Capacity Required Ohs) 1 g' G di G LI j� ., Mull Length 42 In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 65.9 408 104.0 318 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 481n 74.9 312 83.8 259 82.4 312 73.4 252 r 53.5 312 67.0 248 48.8 312 83.2 246 41.8 312 61.3 244 37.5 312 81.0 244 31.2 312 81.0 244 26.8 312 81.0 244 23.4 312 81.0 244 50.625 in 83.9 281 70.6 234 53.2 281 61.6 228 45.8 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 218 20.0 281 49.3 219 541n 52.8 247 57.5 207 43.9 247 49.8 '202 37.8 247 44.8 199 32.9 247 41.6 196 29.2 247 39.4 194 28.3 247 38.4 183 21.9 247 38.1 193 l 18.8 247 38.1 193 16.4 247 38.1 193 60 in 38.4 200 41.2 170 32.0 200 35.4 188 27.4 200 31.5 183 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 158 63In 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 1 18.4 181 22.8 144 18.6 181 21.7 143 88 In 28.8 165 30.6 142 24.0 165 28.1 139 1 20.8 1 185 23.1 136 18.0 165 21.0 134 72 In 22.2 139 23.3 120 18.5 139 19.9 118 16.9 139 17.5 116 78 in 18.9 125. 19.7 109 15.7 125 16.8 107 78 In 17.5 118 18.2 104 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU FIIIed CMU PT Wood Metal Anchor Type: 3/16° Elan U ltracon 114" Ek o Ullman 5118" Rao Ultracon 3116" Elm Unarm 114" Elco Ultracon 114° SS Eico AggreGator 8118" Rao Ultranon 114" Eldw AggreGator 010 Steel Screw (36) 012 Steel Screw (O5) 412 Steel Screw (05) Edge Distance On): 1" 2 -1/2" 1" 2 -112" 3.118' 1" 2112" 1° 2 -1/2" 2" 3.1/8" 2' 0.48" 0.54" 0.324" Embedment On): 1-3/4" 13/4" 13/4° 1-3/4" 2" 1 -114" 1 -114" 1 -1/4" 1 -114" 1 -1/4" 1-1/4" 2' 1-3/8" 1-3/8° (see note 4) 2 Anchors 09 4.75 Min. O.C. / Standard or Offset COp (Fig. 1): 390 Ibe 390 Ibe 460 Ibs 890 Ibs 1644 Ibs 270 lbs 280 Ibs 354 tbs 740 Ibs 488 lbs 884 Ibs 1182 Ms 326 lbs 420 Ibe 680 Ibs 4 Anchors @ 1.15' Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A IWA WA 380 Ibs N/A N/A N/A PIA WA 852 Ibs 840 Ibs 1120 Ibs 4 Anchors ® 3" Min. 0.0.1(2) 2x5 Angle Clips / (Fig. 3): 78011x; 780 lbs 880104 1580 Ms 1898 Ibs 540 Ibs 560 Oa NIA 780 lbs 938 ins 880 Ibs 2364 Ibs 652 1f 840 Ibs 1120 Ibe 2 Anchors ® 0.45" Min. O.C.1 1.1-Clip. Wolff Alum. (Fig. 4): WA PIA N/A PIA NIA NIA N/A N/A N/A WA N/A N/A N/A NIA 718 Ibs 1 Anchor l F-Cllp (Flg. 6): 195104 195 lbs 225 lbs 445 lbs 822 Ibs 1361bs 140 lbs 177104 370104 234104 332 lbs 591 Iba 163104 210 lbs 280104 2 Anchors + 1.16 Min. O.CJ F -Clip (Fig. 8): 240 Ibs 350 Ibe N/A NIA NIA PIA 190 Ibs N/A N/A NIA NIA , N/A 326 lbs 4201bs 580 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 • 0 FIGURE 3: • FIGURE 4: • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.) X ( ANCHOR CAP.,""'") _ANCHOR CAP.., MULLION CAP.,,„,,, ,," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --j 1.000" (-- 2.000° .125" 1" X 2" X .125" MULLION 8 a 10 N N 5 z 1 3 0 co i'O PRODUCT REVISED as emptying with the Florida Building Code Acceptance No I- Ex, nation Rata F`1111i11/", `‘‘` `i LYNN. tijj„ 'Z'�)GENSti "'• .''Q *�,� * : N0.58705 'If • ll iit /R /OVAL A. LYNN MIL i , P.E. FL P.E.# 58705 20111 ,TE OF ' .i TABLE 2A Mullion Capacity Table (Ibs/ft2) 1 x 2 x .375 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- -spann ng mufflons) 50 in I 80 In 70 In 80 in 90 In 100 In 120 In 140 In 180 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Ttap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Wang. Loading Mu apac►y tom) g G i la a LI is, Anchor Capaaly Required Qbs) P4 II G 11 g g G a 2' ffi G Muirron capacity g G 1 . g G 2 G 1 G 11 PI 390 Ibs 1,1 1 1 Mutton Capacity fi G 11 II h ii 11 • Anchor Capacity Required OIbs) ci 1 G 1S il 11 G cif 11 1,2 Q1 6 co i 421n 170.0 620 170.0 435 151.3 682 170.0 478 129.7 682 170.0 505 113.5 882 169.5 518 100.9 882 188.9 517 90.8 882 168.9 517 76.7 662 168.9 517 64.9 682 ~ 183.9 517 58.7 8622 188.9 517 48 In 121.6 607 136.0 419 101.4 607 119.2 410 86.8 507 108.7 403 78.0 607 102.8 399 87.8 607 99.6 397 60.8 507 89.0 396 60.7 607 99.0 398 43.4 507 99.0 398 38.0 607 09.0 396 50.625 in 103.7 468 114.8 379 88.4 466 99.9 371 74.1 458 90.5 384 64.8 458 84.8 380 57.8 458 81.3 357 51.8 468 80.0 358 43.2 468 80.0 356 37.0 458 80.0 358 32.4 456 80.0 358 84 in ' 85.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 - 62.3 314 36.6 400 61.8 313 30.6 400 61.8 313 28.7 400 81.8 313 80 in 82.3 324 88.9 276 51.9 324 57.5 270 44.6 324 51.2 284 38.9 324 46.9 280 34.6 324 43.9 267 31.1 324 42.0 255 28.0 324 40.5 253 222 324 40.5 253 19.6 324 40.5 253 83 In 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.8 241 33.6 294 39.8 237 28.9 294 37.1 234 28.9 284 35.2 232 22.4 294 J 33.6 230 19.2 294 33.4 230 18.6 294 33.4 230 68 in 48.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.6 221 29,2 288 34.1 218 26,0 288 31.5 215 23.4 288 28.8 212 19.6 288 28.0 210 16.7 288 27.7 209 14.6 268 27.7 209 721n 36.0 226 37.9 198 30.0 226 32.2 191 25.7 225 28.4 188 22.5 226 25.6 186 20.0 225 23.5 182 18.0 226 22.1 160 15.0 226 20.3 177 12.9 225 19.6 178 11.3 225 19.8 178 78 In 30.6 202 32.0 177 25.6 202 27.2 173 21.9 202 23.9 170 19.2 202 21.6 187 17.0 202 19.7 185 15.3 202 18.4 163 12.8 202 18.7 180 10.9 202 16.9 158 9.6 202 15.8 168 78 In 28.3 192 29.6 168 23.8 192 25.1 185 20.2 182 22.0 182 17.7 182 19.7 159 15.7 192 18.1 157 14.2 192 18.8 155 11.8 182 15.2 162 10.1 192 14.4 160 8.9 192 14.2 150 80 In 18.8 144 19.0 128 16.4 144 16.1 128 061n 15.2 127 16.9 113 TABLE 2 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor type: 3116" Elco Ultracon 1/4" Elm Ultracon 5116" Elco Ultracon 3118" Faso IJUraecn Ullman 1/4' Elco Ullman 1/4 SS Elco AggreGator 5116" Elco Ultracon 114" SS Elco AggreGator 010 Steel Screw (35) 012 Steel Screw 035) 012 Steel Screw (35) Edge Dlatance (in): 1° 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2-1(2" 1" 21/2" 2" 3-1(8° 2' 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-314" 1314" 2' 1 -1/4" 1 -1/4" 1 -114' 1 -1/4" 1 -1/4" 1 -1/4" 2" 1.318 1-3/8" (see note 4) 2 Anchors at 4.75" Min. O.C. 1 Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibe 1844 Iba 270 Ibs 280 Iba 364 Iba 740 Iba 488 Ibs 884 Ibs 1182 Ibs 328 Iba 420 Ibs 660 Ibs 4 Anchors ®1.16" Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A N/A NIA 380 Ibs NIA N/A NIA NIA N/A 652 Ibs 840 Ibs 1120 Ibs 4 Anohore 3" Min. O.C. / (2) 2x6 Angle Cups 1(Fig. 3): 760 Iba 780 Ibs 880 Ibs 1560 Ibs 1898 Ibs 540 Ibs 680 Ibs WA 760 Ibe 938 Ibs 830 Ibs 2384 Ibs 852 Ibs 840 Ibs 1120 Iba 2 Anchors at 0.46" Min. O.C. 1 U.CIIp, Into 1(8" Alum. (Fig. 4): WA WA NIA N/A . N/A WA N/A WA N/A N/A WA WA NIA . N/A 7181bs 1 Anchor! F-Ctip (Fig. 5): 185 Iba 195 Ibs 225 Iba 445 Ibs 622 Iba 1361bs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Iba 163 Ibe 210 Ibs 280 Iba 2 Anobore ®1.16" Min. O.C./ F-Clip (Fig. 6): 240 Iba 350 Ibs N/A WA WA WA 190 Iba WA NIA WA WA WA 328 Ibs 420 Ibs 500 Iba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: 0 0 FIGURE 3: • • FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: 181 0 • FIGURE 8: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„,) X (ANCHOR CAP.,, , ) =ANCHOR CAP.°E, MULLION J USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000" 1-e- 2.000" 1" X 2" X .376' MULLION N 1 Y PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex 'ratio By Miami )4 Date s,,J--» ado Prude t' �%p111111• .( LN Aj��4ii `,. , �' 1:1:C1‘.■:;11.LQ‘I. No585 ,`w= fiLOQ•'�j\�� S /MI(I'MILLR, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (Ibslftx) 1 x 2.75 Jr .376 Alum. Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 In 80 In 70 in I 80 In 00 In 100 in 120 In 140 in - 180 in Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplThang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading TrepfTriang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Tdap/Triang. Loading Rectangular Loading Tmp/Trfang. Loading Rectangular Loading Trep/rdang. Loading Rectangular Loading jI Trap/Triang. Loading 2 -1/2" 2" 3.1/8" 1 11 il 0.64' if ji 1 11 11 I[ 1414" 2" 1 -1/4" 1 -1/4 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2' ffl- 1-3/8" (see note 4) 2 Anchors (§) 4.76' Mtn. O.C. 1 Stdnberd or Offset Clip (Fig. 1): 390 Ws 390 Ibs 1 690 Ibs 1644 Ibs la 1 354 Ibs 740 Ibs 468 Ibs 664 Ibs .... 1 326 Ibs 42 In 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 48 In 170.0 708 170.0 524 170.0 860 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 07.8 1139 170.0 680 85.4 1139 170.0 680 50.825 In 170.0 747 170.0 583 170.0 898 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 758 83.8 1032 170.0 766 73.4 1032 170.0 758 54 In 170.0 797 170.0 612 161.3 807 170.0 691 138.2 807 184.7 730 120.9 907 152.5 720 107.6 907 145.0 714 98.8 907 141.1 710 1 80.6 807 140.0 708 69.1 907 140.0 709 80.6 907 140.0 709 601n 141.1 735 161.6 625 117.6 735 130.3 611 100.8 735 118.0 599 88.2 736 108.2 590 78.4 735 98.6 683 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 81.8 574 631n 121.9 888 130.0 570 101.8 688 111.5 557 87.0 668 98.9 547 78.2 688 90.1 538 67.7 668 83.9 531 60.9 688 79.8 526 60.8 668 76.8 521 43.5 686 75.6 521 38.1 888 75.6 521 66 In 106.0 607 112.4 522 88.3 607 96.1 511 752 607 85.0 601 68.2 607 77.1 493 68.8 607 71.5 488 63.0 607 67.8 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 72 In 81.6 510 86.8 443 66.0 510 73.0 434 88.3510 64.3 428 61.0 510 57.9 419 45.4 510 53.3 413 40.8 610 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 26.5 510 44.3 399 761n 89.4 468 72.6 400 57.8 468 61.7 392 49.8 458 64.1 385 43.4 468 48.6 378 38.6 458 44.8 373 34.7 459 41.6 388 28.9 458 37.7 382 24.8 468 38.0 368 21.7 468 35.7 358 78 in 84.2 435 67.0 381 53.5 436 66.8 373 45.9 436 49.8 368 40.1 435 44.7 380 35.7 436 40.9 355 32.1 435 38.1 351 28.8 436 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 901n 41.8 327 43.1 280 34.8 327 38.4 285 29.0 327 31.8 280 28.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 288 17.4 927 21.0 262 14.8 327 18.3 258 86 in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 28.0 248 21.5 287 23.1 244 ! 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 I 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 Ira, 27 18.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 101 15.9 215 16.6 168 120 In 17.8 184 17.9 187 -_ TABLE 3B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc.' Hollow CMU _ Riled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon Etr o Uitrcrwn 3/16" Elco Ultrecon 1/4" Eloo Ultra= 1/4° SS Elco AggreGator 5/98" Elco Ultracon 1/4" s3 Elco AggreGator 010 Steal Screw (05) 012 Steel Screw (06) 012 Steel screw (05) Edge Distance (in): 1" 2 -1/2° 1" 2 -112" 3-1/8" 1" 2-1/2" 1° 2 -1/2" 2" 3.1/8" 2" 0.48" 0.64' 0.324" Embedment (In): 1 -314" 14/4" 1-3/4" 1414" 2" 1 -1/4" 1 -1/4 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2' 1-3/8" 1-3/8" (see note 4) 2 Anchors (§) 4.76' Mtn. O.C. 1 Stdnberd or Offset Clip (Fig. 1): 390 Ws 390 Ibs 460 Ibs 690 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 664 Ibs 1162 be 326 Ibs 420 Ibs 580 Ibs 4 Anchors ®1.16" Min. O.C. 1 Standard (or Offset) Clip (Flg. 2): 480 tbs 700 Ibs N/A NIA N/A N/A 380 be WA N/A WA N/A NIA 652 Ibs 6401bs 1120 Ibs 4 Anchors • , 3° Min. O.C. / (2) acs Angle Clips 1 (Fig. 3): 780 Ibs 780 Ibs 680 Iba 1580 Ibs 1898 Ibs 640 lbs 580 Ibs N/A 760 Ibs 936 Ibs 880 Ibs 2384 Ibs 652 Ibs 840 Iba 1120 tba 2 Anchors ® 0.45" Min. O.C. / U-C6p Into 1/8" Alum (Fig. 4): N/A WA WA N/A N/A N/A N/A WA WA WA WA N/A WA N/A 716 Ibs . 1 Anchor / F-Clip (Fig. 5): 105 Ibs 195 Ibs 225 Ibs 445 tbs 822 Iba 135 !be 140 lbs 177 lbs 370 Ibs 234 lbs 332 Ibs 591 Ibs 163 Ibs 210 Ibs 280 Ibs 2 Anchors (0 1.15" Min. O.CJ F -Clip (Fig. 8): 240 Ibs 350 Iba N/A WA N/A WA 180 be N/A N/A WA N/A WA 326 Ibs 420 Ibs 580 Iba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: O • 0 FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP",) x ( ANCHOR CAP. ,M, 1 IC ANCHOR CAP.,, MULLION CAP..,„„„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000° 2.750" b .375" 1° X 2.75" X .375" MULLION CO z 0 J W CO coz J et a N ti C M to z z m PRODUCT REVISED es complying with the Florida Building Code Acceptance No iratioatiate ```t11,111II1 // /��, s> ON�(...YNN. /l • * No. 58705 b a . '�A• •. • . FL . j UN� w ; i''/'/sS/ A1 LYI(1N MILLER, P.E. FL P.E.# 58705 4 Mullion Capacity Table (Ibs /ft2) 1 x 2.78 x .650 Alum. Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 50 In 60 In 70 to 80 in 90 In 100 In 120 In 140 In 180 In Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapTTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Tiiang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trag/Tdang. Loading 2 3-118" 2" e: 0.54" 0.324 il 2c 1-3/4" I-- .2G 1 -3/4° 1-3/4° 2° fl K 1 -114 1 -1/4" SG 144° 2" 1 1111 1-318" (see note 4) a4t S h rr 390 Ibs 450 Ibs 2G 1644 Ibs 8 '2G 280 Ibs 354 Ibs 740 Ibs dr c� Q 1182 Ibs c' 420 Ibs 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 858 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 155.7 1620 170.0 521 138.8 1620 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 170.0 880 106.3 1417 170.0 880 50.625 In 170.0 747 170.0 583 170.0 698 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 162.8 1288 170.0 747 148.3 1288 170.0 768 121.9 1288 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 758 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 160.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 856 100.5 1130 170.0 861 88.1 1130 170.0 881 75.3 1130 170.0 861 80 In 170.0 885 170.0 701 148.6 915 162.3 781 125.5 915 144.5 748 109.9 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 732 915 114.4 715 62.8 915 114.4 716 54.9 915 114.4 716 83 in 151.8 830 181.9 710 126.5 830 138.9 694 108.5 830 123.2 881 94.9 830 112.2 670 84.4 830 104.8 682 75.9 830 99.4 658 83.3 830 94.5 849 54.2 830 94.1 848 47.4 830 94.1 849 68 in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 105.9 824 82.5 757 96.1 814 73.4 757 89.1 808 88.0 767 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 41.3 767 78,2 591 72 In 101.7 638 108.8 552 84.8 638 91.0 540 80.1 530 63.8 838 72.2 621 58.5 838 68.5 814 50.9 838 82.3 508 42.4 838 57.2 500 36.3 838 55.3 497 31.8 L 638 55.2 497 78 In 88.5 571 90.4 498 72.1 571 78.8 488 8. 71 67.4 478 54.1 571 60.8 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 671 47.0 461 30.8 571 44.8 447 27.0 571 44.6 446 78 In 80.0 642 83.4 474 68.7 542 70.8 485 57.1 642 62.1 458 50.0 . 542 55.7 449 44.4 542 51.0 442 40.0 642 47.5 437 33.3 542 42.9 429 28.8 542 40.6 425 25.0 542 40.1 423 90 In 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.8 407 32.1 338 28.0 407 29.8 334 21.7 407 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 98 in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 28.8 304 23.8 358 28.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.8 244 16.7 283 18.0 240 15.1 283 18.5 237 111 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.8 235 17.3 287 18.3 231 15.4 267 18.5 228 120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3118 Elco Uitnacwt 114" Elco Ultrecorl 5/16° Etco Ultracon 3116" Elco UArerwn U4 Elco Uitracorl 114" SS Elco AggreOator 5/16" Etco Ultrecon 114- SS Elco AggreGator 010 Steel Screw (05) 012 Steel Screw (05) 012 Steel Screw (05) Edge Distance On): 1" 2-1/2" 1" 2- 112" 3.116° 1" 2-112' 1" 2- 112" 2" 3-118" 2" 0.48" 0.54" 0.324 Embedment On): 1-3/4" 1 -3/4" 1 -3/4° 1-3/4° 2° 1 -114" 1 -114" 1 -114 1 -1/4" 1 -1/4" 144° 2" 1-318" 1-318" (see note 4) 2 Anchors ® 4.75° Min. O.C. / Standard or Offset Gip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 690 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 864 Ibs 1182 Ibs 328 Ibs 420 Ibs 580 Ibs 4 Anchors ®1.18' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA NIA N/A 380 Ibs NIA NIA N/A NIA NIA 652 Ibs ( ) 1120 Ibs 1120 Ihs 4 Anchors ® 3" MM. O.C.1(2) 2x5 Angle Clips 1 (Ftg. 3): 780 Ibs 780 Ibs 880 Ibe 1560 Ibs 1898 Ibs 540 Iba 580 Iba NIA 780 Ibs 938 lba 880 Ibs 2384 Ibs 852 Ibs t l 2 Anchors ® 0.45" Min. O.C. 1U-01p. Into 116" Alum. (Fig. 4): WA N/A NIA NIA NIA NIA NIA NIA NIA NIA N/A NIA N/A 718 Ibs 1 Anchor / F-C8p (Fig. 5): 195 Ibs 185 Ibs 225 Ibs 445 9s 822 Ibs 135 lba 140 Ibs 177 Ibs 370 Iba 234 Ibs 332 Ibs 501 Ibs 1631bs 210 Ibs 280 Ibs 2 Anchors ®1.16" Min. 0.CJ F -C8p (Fig. 8): 240 Ibs 360 ibs N/A N/A NIA N/A 190 Ibs NIA N/A N/A NIA NIA 326 Ibs 420 Ibs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP IGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X r ANCHOR CAP.,,°„t ) =ANCHOR CAP..., MULLION CAP.,D,,,„",° USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -1 1.000° 2.750" .650" 1" X 2.75" X .850° MULLION • 6 iL v! O J W m F- z 1- z 1Q- t!? cc N N .g CO C co co t i 1 z co 0 PRODUCT REVISED As complying with the Mori* Building Code Acceptance No Ex irationtlitte By Miami MAW 1IIII `�Q�'�•. ‘GENSk• 'F'Q .. * * No. 58705 ST E / / /. /ON A- .0ORIOP.•5`S ‘4,‘:1 A LYNN( M e&� P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table (Ibsiff ) 1" x 3.126" x .600" Alum Opening Width (for vertically- spanning muluions) or Opening Height (for horizontally- spanning mullions) 50 in 60 in 70 in 80 In B0 In 100 in 120 in 140 In 160 in Rectangular Loading Trap/T Iang. Loading Rectangular Loading Trap/Trlang. Loading 1 Rectangular Loading Trep/Triang. I Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading TrapiTdang. Loading Rectangular Loading Trap/'Trlang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading - Trap/Trlang. Loading Rectangular Loading Trap/Tdang. I Loading A. 1111 3-1/8° ffi r fi 0.54" 0.324° Embedment (1nX 1-3/4 1-3/4° 1-3/4' 1-314 z 15 G 1 -1/4 1 -1/4" 1 -1/4' .1 F 5 g G A' .. Pl a Q a: I F 5 2 Z G 2' I/ 2 1-3/8° il g 11 Q K ft 11 S G 390 Ibs si- mo G 450 Ibs A' 11 & .V.1 I G a z C 740 Ibs 488 0s 684 Ibs 1182 Ibs 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164.4 1802 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 080 157.7 1577 170.0 880 135.1 1577 170.0 880 118.2 1577 170.0 880 50.625 in 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 758 54 In 170.0 797 170.0 812 170.0 856 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 837 149.5 1401 170.0 858 124.6 1401 170.0 861 108.8 1401 170.0 881 83.4 1401 170.0 881 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1156 187.0 928 123.3 1168 156.5 917 111.0 1168 149.7 810 92.5 1158 144.5 903 79.3 1158 144.5 903 69.4 1156 144.5 903 63 In 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 880 ! 119.8 1049 141.7 846 106.5 1040 132.0 838 95.9 1049 125.5 828 79.9 1049 118.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 681n 188.8 955 170.0 789 139.0 955 161.3 804 119.1 965 133.7 788 104.2 955 121.4 775 92.6 955 112.8 765 83.4 955 108,4 757 89.5 055 99.8 749 89.8 955 98.7 746 52.1 955 08.7 748 721n 128.5 803 134.9 697 107.0 803 114.9 882 91.8 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 649 842 803 78.8 642 53.8 803 72.2 832 45.9 803 69.8 628 40.1 803 89.7 627 761n 109.2 721 114.1 029 91.0 721 97.0 818 78.0 721 85.1 605 68.3 721 78.5 595 60.7 721 70.1 588 54.6 721 65.4 579 45.8 721 59.4 569 39.0 721 58.8 584 34.1 721 56.1 583 78 In 101.0 054 105.4 599 84.2 884 89.4 587 72.2 884 78.4 678 63.1 684 70.4 587 56.1 684 84.4 558 50.5 684 59.9 551 42.1 884 54.1 641 38.1 084 51.3 538 31.8 884 50.6 534 90 In 85.8 514 87.9 458 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 614 29.0 403 98 In 54.2 462 55.7 404 45.2 452 47.0 398 38.7 452 40.9 390 33.9 462 38.4 384 30.1 452 32.9 370 27.1 462 30.3 373 22.8 452 26.8 365 19.4 462 24.2 359 18.9 452 22.8 355 1081n 38.1 357 38.0 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 367 25.2 308 21.1 357 22.7 303 19.0. 357 20.8 299 16.9 357 18.0 293 13.6 357 16.2 287 .11.9 357 15.0 283 111 in 35.1 338 35.8 308 202 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.8 338 18.5 278 12.5 338 14.8 273 11.0 .. 338 13.8 269 120 in 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 248 11.8 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) Anchor COI) Patters Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor type: 3/16" Etc° Ul udon 1/4' Elco Ultracon 5►18" Elco Macon 3/16" Elco UBracon 1/4 Elco Ulbacon U4 SS Qco AggreGator 6/16" Elco Ultmocn 1!4 SS Elco AggreGator li10 Steel Screw (05) 512 Steel Screw (G5) 842 Steel Screw (05) Edge Distance On): 1° 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2' 1" 21/2' 2' 3-1/8° 2' 0.48" 0.54" 0.324° Embedment (1nX 1-3/4 1-3/4° 1-3/4' 1-314 2" 1 -1/4 1 -1/4" 1 -1/4' 1 -1/4" 1-1/4" 1-1/4" 2' 1-3/8" 1-3/8° (see note 4) 2 Anchors (0 4.75 Mln. 0.0.1 Standard Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1844 Ibs 270 Ibs 280 Ibs 354 Ibe 740 Ibs 488 0s 684 Ibs 1182 Ibs 328 Ibs 420 lbs 660 Ibs 4 Anchors (0 1.15" Min. O.C. / Standard CV (Fig. 2): 450 Ibs 700 Ibs PRA N/A N/A N/A 380 Ibs WA WA N/A N/A N/A 652 Ibs 840 Ibs 1120 Ibs 4 Anchors ®3' Mln. O.C. / (2) 2x5 Angle Clips (Fig. 3): 780 ms 780 Ibs 680 Ibs 15801bs 1896 Ibs 540 We 580 Ibs N/A 760 On 938 Ibs 880 Ibs 2384 Ibo 862 Ibs 840 Ibe 1120 Ibs 3 Anchors (0 0.45" Min. 0.0. / U -Gimp, Into 118' Alum. (Fig. 4) N/A WA NIA N/A N/A N/A N/A N/A WA N/A N/A N/A N/A WA 1074 Ibs 1 Anchor / F-Cilp (Fig. 5): 195 tbs 185 Ibs 225 Ibs 445 IDs 822 Ibs 135 Ibs 140 Ibs 1771bs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 103 Ibs 210 Ibs 280 Ibs 2 Anchorm fp 1.15" Min. O.C. / F C6p (Fig. 6): 240 Ibs 3501bs N/A N/A . N/A NIA 190 lbs N/A N/A N/A N/A NIA 326 Ibs 420 Ibs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • O O • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP. -A-) = ANCHOR CAP.„ l MULLION CAP...., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 3.125" 1- 1.000 " --I 1" X 3.125 X .5' MULLION (1" VF MULLION) g � Q z W m D z 2 re a 8 W a 2 ul N X to% co 1 z Y 5 0 e'p PRODUCT REVISND as compiyingw(th tine Florida Building code Acceptance No E [alto `N∎10 (4Y NN yl//iii `� • NSE • • • F'Q 'k • No. 513705 LL' LtJ O• L F Y•L N W EM.# A58;� 1L 0 5 f P E• 9� �v • ' 1.4 OtNi �‘. RO0`: � TABLE 6A lO Mullion Capacity Table (Ibe/tts) 1 x 4 x .125 Alum. Tube Mullion Opening Width (for vertically - spanning mullions) or Opening Height horizontally-spanning mullions) 50 In 60 In 70 in 80 In 90 In 100 in 120 In 140 in 180 In Rectangular Loading Trap/Thong. loading Rectangular Loading Trap /Trlang. , Loading Rectangular Loading Trep/Tdeng. Loading Rectangular Loading TraplTaaang. Loading Rectangular Loading Trap/Trion .: • .9 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Tdarrg. Loading Rectangular Loading Trap/ Mang. Loading i ci 21 Anchor Capacity Requite Obs) � 2 I � 1 3 I .. .1 120 ci Anchor Capacity Required Obs) 2 Anchor Capacity Required Obs) 11 CaPacitY Required Ohs) ci 1 .� G � II i 11 ci 1-1/4" • I Capacity � Required Obs) I ci i 8 ci � Mullion Capacity Mchar Capacity Required Ohs) 890 Ibe � Mullion Capacity ate) Anchor Capacity Required'Obs) � I .� h Mullion Capacity O) � 1 G II � il 1 11 420 Ibs 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 806 170.0 892 170.0 519 1 +.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 145.8 1488 170.0 521 127.6 1459 170.0 621 48 tn 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 877 158.3 1303 170.0 680 130.3 1303 170.0 880 111.7 1303 170.0 880 97.7 1303 170.0 690 50.826 In 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 315 Ibs 158.1 1235 170.0 747 140.5 1236 170.0 768 117.1 1235 170.0 756 100.4 1235 170.0 758 87.8 1236 170.0 768 64 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1188 170.0 837 123.5 1158 170.0 858 102.9 1168 170.0 881 88.2 1168 170.0 861 77.2 1168 170.0 881 80 In 170.0 885 170.0 701 188.7 1042 170.0 797 142.9 1042 181.1 832 126.1 1042 1 .7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 83 In 170.0 930 170.0 745 161.2 992 163.8 818 129.8 992 144.4 799 113.4 982 ; 131.0 782 100.8 892 121.4 788 90.7 992 114.8 768 75.8 0922 108.4 746 84.8 992 108.0 744 58.7 992 108.0 744 88 In 165.4 I 847 170.0 789 137.8 947 148.0 788 118.1 947 130.3 788 103.4 117.7 762 91.9 847 108.7 738 82.7 947 102.2 . 727 88.9 947 95.1 713 69.1 947 94.0 711 51.7 947 94.0 711 Mull Leng 72 in 136.9 849 142.7 737 113.2 849 121.8 722 97.0 849 108.9 708 84.9 849 98.4 898 76.5 849 88.7 686 87.9 849 82.7 875 68.6 848 76.3 659 48.5 849 72.5 852 42.5 849 r 72.4 851 78 in 115.5 782 120.7 885 98.3 782 102.8 852 82.6 782 90.0 640 72 ' 782 80.9 829 84.2 782 74.2 820 57.8 782 69.2 813 48.1 782 82.8 802 41.3 782 59.9 597 36.1 782 58.4 595 78 In 108.9 724 111.4 834 89.0 724 94.8 821 78.3 724 82.9 809 88.8 724 74.4 599 59.4 724 88.1 591 N 53.4 724 83.4 683 44.5 724 57.3 673 38.2 724 54.3 587 33.4 724 53.5 585 90 In 89.8 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 468 43.6 543 47.1 458 38.8 543 42.8 452 34.8 543 39.5 448 29.0 543 34.9 438 24.8 643 32.1 430 21.7 543 30.7 428 98 In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.6 408 31.8 478 34.8 400 28.7 478 32.0 385 23.9 478 28.1 388 20.6 478 25.8 380 17.9 478 24.2 378 108 in 40.3 377 41.1 341 33.5 377 34.6 336 28.8 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 in 37.1 357 37.8 323 30.9 357 31.8 318 28.5 357 27.8 313 23.2 367 24.4 309 20.8 367 22.0 305 18.5 357 20.1 301 16.4 357 17.4 294 120 In 29.3 308 29.8 279 24.5 308 28.1 274 21.0 308 21.7 270 18.3 308 19.2 287 18.3 308 17.3 283 144 In 17.0 212 17.2 198 i TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 27k Concrete 3.5k Conc. Hollow CMU FAted CMU PT Wood Metal Anchor Type' 3116" Edo Ultracon 114" EICO Uhraaan 5/16" El= Ultracon 3/18" t3tco Ultracon 1/4" Hco Ultracon 1/4" SS Eico AggreGator 5118" Elco Ultracon 1/4" SS Eta AggraGator 610 Steel Screw (05) 612 Steal Screw (05) 012 Steel Screw (66) Edge Distance (in): 1" 2 -1/2' 1" 2 -1/2" 3-1/8' 1" 2.112' 1" 2-112" 2" 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (fn) 1.3/4" 1-3/4" 1414" 14/4" 2' 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1-1/4" . 2" 1-3/6' 1-3/8' (see note 4) 2 Anchors *4.75° Min. O.C. / Standard Clip (Fig. 1 or2): 380 Ibs 390 lbs 450168 890 Ibe 1644 Ibs 270 Ibs 280 Ibs 364 Ibe 740 Ibs 488 Ibs 684 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors (§) 2.25" Min. O.C. / Standard Clip (Fig. 3): 700 lbs 700 Ibs 580 Ibs 1410 Ibe 952 to N/A 680 lbs N/A 630 Ibs N/A 880 Ibs N/A 852 Ibe 840 Ibs 1120 Ibs 8 Anchors ®1.15" Min. O.C. / Standard flip (Fig. 4): 960 Ibs 1400 Ds NIA N/A N/A N/A 760 Ibs N/A N/A WA N/A N/A 13041bs 1880 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 3288 Ibs 540 Ibs 580 Ibs 708 Ibs 1480 Ibs 938 Ibs 1328 Ibs 2364 Ibs 652 Ibs 840 Ibs 1120 Ibs 6 Anchors @ 3" Min. 0.C.1(2) 2x5 Angie Clips (FIg. 8): 1170 Ibe 1170 Ibs 1020 Ibs 2340 ibs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 Ibe 1320 Ibs 3548 tbs 978 Ibs 1260 Ibe 1680 Ibs 4 Anchors @ 0.45 Min. O.C. / U -Clip, Into 1/8" Alum. (Fig. 7x N/A N/A WA WA N/A N/A N/A WA NIA N/A N/A N/A N/A N/A 1432168 2 Anchors ;•r. 2.25" Mtn. O.C. / F-Ciip (FIg. 8): 360 Ibs 350 Ibs 200 Ibs 705 Ibs 476 Ibs N/A 280 Ibs WA 315 Ibs 0 Ibs 440 Ibs 0 lbs 326 Ibs 420 Ibs 560 ibs 4 Anchors 6 1.15" Min. O.C. / F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A WA N/A N/A 380 Ibs N/A N/A N/A N/A WA 652 Ibs 840 Ibs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3. • 0 0 0• o o• • o 0• o ° 0 • o 0 0 0. 0 0• FIGURE 5: • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • • • FIGURE 8: 0 0 • • FIGURE 7: FIGURE 9: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (D,.) x /ANCHOR CAP., ,o„1l ANCHOR CAP.,. \MULLION J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --f 1.000° I- 4.000" 1- X 4° X .125" MULLION .125" 4k iL Z 0 J J 2 W m z Q r4 Q 2 2 0 co g -J D 1a) N X n- i2 N co co A° A Y 5 .0 PRODUCT REVISED as complying with the Florida Building Code Acceptance No psratton4Uate By Minna ads Product ���t111Ii1/ `N.( tYNNhj�4 O• , • •lac * . No. 58705 F //'�/i,'S''ONA:- A. LYNN MILLER, P.E. FL P.E.# 58705 30(11 * W:. Lt/� TABLE 7A Mullion Capacity Table (IbsIft2) 1 x 4 x .376 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 In 80 in 70 In 80 In 90 In 100 In 120 in 140 In 180 In Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap!Triang. Loading Rectangular Loading 1Yap/Trie g. Loading Rectangular Loading TrepfMang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading 11 il 11 II 11 0.54" ihlhIh*hihi�I ii :I ii 11 II 11 il 11 !I 11 il if il li 2' II I 11 I il I ii I il II 11 11 il 1844 Ors I 1 354 Is 1 II 684 Ibs I re 328 Ibs 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1458 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 680 161.8 2024 170.0 680 50.625 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 788 156.0 1919 170.0 758 138.5 1919 170.0 756 64 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1584 170.0 858 169.9 1799 170.0 881 137.1 1799 170.0 881 120.0 1798 170.0 881 60 In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1819 170.0 1033 128.6 1819 170.0 1083 111.0 1819 170.0 1083 97.2 1819 170.0 1083 83 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1486 170.0 1016 166.7 1542 170.0 1078 141.0 1542 170.0 1122 117.6 1542 168.6 1158 100.7 1542 187.9 1157 88.1 1542 107.9 1157 881n 170.0 974 170.0 789 170.0 1169 170.0 803 170.0 1384 170.0 1002 180.8 1472 170.0 1088 142.8 1472 168.8 1148 128.5 1472 168.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 72 In 170.0 1083 170.0 878 170.0 1275 170.0 1009 150.6 1320 186.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1088 105.6 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 68.0 1320 112.5 1012 76 In 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 984 89.8 1184 107.6 952 74.8 1184 97.6 935 64.1 1184 93.1 927 58.1 1184 92.3 925 78 In 168.1 1124 170.0 967 138.4 1124 147.0 985 118.8 1124 128.8 947 103.8 1124 115.6 931 82.3 ' 1124 105.8 918 63.0 1124 98.8 908 69.2 1124 89.0 890 69.3 1124 84.3 881 51.9 1124 83.2 878 90 In 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 68.5 702 54.0 844 81.4 893 45.0 844 64.2 878 38.6 844 60.0 668 33.8 844 47.7 662 98 In 89.1 742 91.5 663 74.2 742 77.2 652 63.8 742 87.2 841 55.7 742 509.8 631 49.5 742 54.1 822 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.8 590 27.8 742 37.6 584 108 In ' 62.6 558 83.9 530 62.1 586 63.8 521 44.7 588 48.8 513 39.1 588 41.4 605 34.8 588 37.3 498 31.3 588 34.2 492 28.1 668 29.8 481 22.3 588 28.6 472 19.5 558 24.7 488 111 In 57.8 555 58.8 503 48.0 655 49.5 495 41.2 655 42.9 487 38.0 555 38.0 480 32.0 555 342 473 28.8 665 31.3 467 24.0 555 27.1 457 20.8 555 24.3 448 18.0 555 22.4 442 120 In 45.8 475 48.4 433 38.0 476 39.0 428 32.6 475 33.7 420 28.5 475 29.8 414 25.3 475 28.8 409 22.8 476 24.5 404 19.0 478 21.1 398 16.3 476 18.7 387 14.3 475 17.2 381 144 In 28.4 330 28.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Anchor Capacity Table (Ibe) - Anchor Cffp Patients Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor type: 3/18" El co Ultrec en 1/4' Elm Ultracon 6118" Elco Macon 3M8" Elco Ultracon 1/4" Elm Macon 1/4' SS Elco AggreGator 5118° Elco Uhrecon 1/4" SS Eico AggreGator #10 Steil Screw (06) 812 Stool Screw (G5) 812 Steel Screw (05) Edge Distance (In): 1" 2 -1/2" 1' 2 -1/2" 3-1/8" 1' 21/2' 1" 2 -1/2" 2" 3-1/8" 2" 0,48" 0.54" 0.324" Embedment (in): 1-3/4" 1-314" 1314" 1-3/4" 2" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4 2' 1-3/8" 1-3/8" (see note 4) 2Anchors @ 4.75° Min. O.C. I Standard Clip (Fig. 1 or 2): _ 390 Ibs 390 Ibs 450 Ibs 880 Ibs 1844 Ors 270 Ibs 280 Ibs 354 Is , 740 Ibs 4881bs 684 Ibs 1182 Ibs 328 Ibs 42018, 560 Ibs 4 Anchors © 2.25° Min. O.C. / Standard Clip (Fig. 3): 700 Ibs 700 Ibs 680 Ibs 1410 [be 952 Ibs N/A 580 Ibs WA 83011• N/A 880 Ibs N/A 652 Ibs 840 Ibs 1120 Ibs 8 Anchors @ 1.15° Min. O.C. / Standard Clip (Fig. 4): 95018, 14001bs N/A N/A N/A N/A 780 Ibs WA N/A N/A NIA WA 1304 Ibs 1680 O• 2240 Ibs 4 Anchom @ 3" Min. O.C. / (2) 2x5 Angle Clips (FIg. 5): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 32881118 540 Ora 580 !b8 708 Ibs 146018, 938 Ibs 1328 Ibs 238418, 85218, 840 ms 1120 Ibs 8 Anchors @ 3° Min. O.C. / (2) 205 Angle Clips (Fig. 8): 1170 0• 117018, 1020 Ibs 2340 Ws 2844 0• 810 its 840 Ms N/A 1140 Ibs 1404 Ibs 132018, 3548 Ors 97818, 1260 O• 1880 B• 4 Anchors @ 0.45 Min. O.C. / U -CiIp, Into 1/8" Alum. (Fig. 7): N/A N/A WA N/A N/A N/A NIA WA WA WA N/A WA N/A N/A 1432 Ibs 2 Anchors @ 2.25" Min. O.C. / F-CIlp (Fig. 8): 350 B1s 350 ibs 280 Ibs 705184 476 Ibs WA 280 Ibs WA 315 Ibs 0 M 440 B>s 0 Ibs 328 Ibs 420 Ibs 580 Ibs 4 Anchors @ 1.16° Min. O.C. / F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A N/A WA N/A 380188 N/A N/A N/A WA WA 652188 840108 112011• NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 0 0 O • • 0 0 0 0 0 0 FIGURE 3. • 0 0 0 0 FIGURE 5: • FIGURE 6: • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • FIGURE 8: 0 0 • • FIGURE 7: FIGURE 9 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X \ ANCHOR CAP.,,,,,, \ _ ANCHOR CAP., MULLION CAP.,,m„„„,,j USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --� 1.000" I-- 4.000" .33775" 1' X 4" X .375" MULLION E o • U) M Z 0 "J -J M 2 W m D I- 2 Z a W J co < J I-" J F- (0 `j W X CC vi. H 0 X C co co m 1 1 O 0 PRODUCT REVISED 8s complying With the Florida Building Code Acceptance No I Ex' :tiaatoate `�/ / /'r .` N,(•LYNN M/! ,* : No. 58705 i� •,• S( TE OF • �� '.;NZ•••• ' LOR1pP. '•G��; / .,,, /SSjoNAV;`� s A. LYNN M1LLLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (Ibs/tt2) 1.26" x 3.188" x Tube Mull ' Opening Width (for vertically- spanning mullions) or Opening Height (forhorizontaliy -spann ng mullions) 50 in 60 In 70 In 80 In 90 In 100 In 120 in 140 in 100 In Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/idang. Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/7dang. Loading Rectangular Loading Trap/Mang. Loading g 3-1/8" 1 li h II ii C' II li ii ii 1-3/4° ii h II 1 ii II 1.1/4° 1 -1/4" 1 il 1 -1/4" 1 il h 11 1 iii (see note 4) 1 ii 1-1- 1 ii 1 ii II ..1 li 1 il 1844 Ibs 1 h h .1 1 c e il 15 ? 468 Ibs 11 i h 420 Ibs 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 ' 170.0 1735 170.0 521 151.6 1788 170.0 521 48 in 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 880 110.1 1648 170.0 880 50.625 In 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1346 170.0 747 187.0 1488 170.0 766 139.2 1488 170.0 758 119.3 1488 170.0 756 104.4 1488 170.0 758 641n 170.0 797 170.0 612 170.0 968 170.0 891 170.0 1110 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1370 170.0 866 122.3 1378 170.0 881 104.8 1376 170.0 861 91.7 1376 170.0 881 60 In 170.0 885 170.0 701 170.0 1083 170.0 797 158.9 1168 170.0 878 139.0 1158 167.4 930 123.8 1158 166.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 631n 170.0 930 170.0 745 180.1 1061 170.0 850 1372 1051 155.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 93.1 1051 126.7 830 80.1 1051 119.5 822 68.8 1051 119.1 821 60.0 1051 119.1 821 66 In 167.1 957 170.0 789 139.3 967 151.8 805 119.4 957 134.0 790 104.4 957 121.8 777 92.8 857 112.8 787 83.8 967 108.8 759 69.8 957 100.0 780 59.7 857 98.9 748 62.2 867 98.9 748 72 In 128.7 804 135.2 898 107.3 804 115.2 684 91.9 804 101.3 871 80.4 804 91.4 880 71.5 804 84.1 650 64.4 804 78.8 843 53.6 804 72.3 833 48.0 804 89.9 820 40.2 804 69.8 828 78 in 109.4 722 114.4 830 91.2 722 97.2 818 78.2 722 85.3 608 88.4 722 78.7 688 80.8 722 70.3 688 54.7 722 65.5 580 45.6 722 59.6 670 39.1 722 56.7 585 34.2 722 58.2 584 78 In 101.2 885 105.0 600 84.4 885 80.6 588 72.3 885 78.8 577 63.3 885 70.5 588 50.2 686 64.5 680 50.8 085 80.1 553 42.2 685 54.3 543 38.2 685 61.4 537 31.8 685 50.7 536 90 In 65.9 515 68.0 457 54.9 515 67.5 449 47.1 515 60.1 441 41.2 515 44.7 434 38.8 516 40.8 428 33.0 515 37.4 422 27.5 515 33.1 413 23.6 615 30.6 407 20.8 515 28.1 404 96 In 54.3 453 55.8 404 45.3 463 47.1 397 38.8 463 41.0 391 33.9 463 38.4 386 30.2 463 33.0 379 27.2 453 30.4 374 22.8 453 28.0 368 19.4 453 24.3 380 17.0 453 22.9 358 106 In 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 203 111 in 35.1 338 35.8 308 29.3 3313 30.1 301 25.1 338 • 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.8 338 19.1 286 120 in 27.8 280 28.3 284 23.2 290 23.8 260 10.9 280 20.8 268 17.4 280 18.2 263 15.4 290 16.4 249 1441n 18.1 201 18.3 188 TABLE 8B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Mad CMU PT Wood Metal Anchor lime: 3/18° Elco Ultracon 1/4° E1ao Ultracon 6/1tr' Elco Ultracon 3/16" Elco Ultracon 114" Elco Ultracon 1 /4" SS Elco Aggra0ator 6J18° Elco Ultracon 1/4" SS Elco Aggrecator 010 Stoat Screw (05) 012 Steel Screw (05) 012 Steel Screw (05) Edge Distance (In): 1" 2-1/2" 1" 2 -1/2" 3-1/8° 1" 2-1/2' r 2-1/2" 2' 3-1/8" 2° 0.48' 0.54' 0.324° Embedment (in): 1-3/4" 1 -3/4" 1-3/4° 13/4" 2' 1.114" 1 -114" 1.1/4° 1 -1/4" 1 -1/4" 1 -1/4" 2" 1 -3/8" 1 -3/8" (see note 4) 2 Anchors <u 4.75° Min. O.C. / Standard Clip (Fig. 1): 390 Ibs 390 Ibs 460 Iba 890 ibs 1844 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 664 Iba 1182 Ibs 326 Ibs 420 Ibs 680 ibs 4 Anchors 0 1.16" Min. O.C. / Standard Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A N/A N/A 380 8re WA N/A N/A WA N/A 852 Ibs 840 Ibs 1120 Iba 4 Anchors © 3" Min. O.C. 1(2) 2x6 Angle Clips (Fig. 3): 780 Ibs 780 lb, 880 Ibs 1660 Ibs 1698 lbs 540 Ibs 680 Ibs WA 780 Ibs 936 Ibs 880 Drs 2384 Ibs 852 Ibs 840 Ibs 1120 Ibs 4 Anchors ® 0.45' Min. O.C. / U -Clip, hdo 1/8° Alum. (Fig. 4): NIA NIA N/A WA WA N/A WA WA N/A WA WA WA WA N/A 1432 Ibs 1 Anchor 1 F-Cilp (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 ibs 140 ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 183 Ibs 210 !be 280 Ibs 2 Anchors :tc 1.15` Min. O.C. / F-Clip (Fig. 6): 240 Ibs 350 Ibs N/A WA N/A WA 190 Ibs N/A N/A WA WA WA 328 Ibs 420 Ibs 660 Ibs NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • o o • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: 0 • FIGURE 2: • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X (ANCHOR CAP. ,,,w„t,,,t,l =ANCHOR CAP., Ea MULLION j USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PiNE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 3.188" .265" 1.25" X 3.188" X .285° MULLION (1 -1/4° VF MULLION) i6! Z PRODUCT REVISED as Complyittg with the Florida Building Code Acceptance No " l i 0 NadeProduct s»„,, ``‘‘ �1ttIlI1/ / / /!/ �.•• GENSE'', F.A * (yo . 5 8705 -o�:•� tl 0 . STA Atomo- / /17/ "ZONAL %� A. LYNN /I'titaER, P.E. FL P.E.# 58705 3o�(� w� TE OF TABLE 9A Mullion Capacity Table (Ibsiftt) 2 x 4 x .25 Alum. Tube Mullion Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally- spannl mullions) 50 in 60 In 70 in 80 in 90 In 100 in 120 In 140 In 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Triartg. Loading Rectangular Loading Trap/Trlang. Loading Edge Dlatance (1n): Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/T ng. L. =ding Rectangular Loading Trap /Wang. Loading Rectangular Loading Trap/Wang. Loading Rectangular Loading Trap/Triang. Loading Mullion Capacity Obs 2) Anchor Capacity Required Ohs) Mullion Capacity Obs/N2) Anchor Capacity l Required Obs) i' i. yp G Q0: [Million Capacity O G 8rc 1-3/4° G O °� y� ®y . it h Anchor Capacity Required Obs) 8 �• 2G Anchor Capacity Required Obs) n ci G ( 4 a, I[ G .�` .. ' 390 Is ilit fi '_ i G •_ Q7 3 G s IR rQ, G 41 8 h Anchor Capacity Required Obs) Mullion Capacity Off) ci (gk� G as g c a 7 M 42 In 170.0 820 170.0 433 170.0 744 170.0 478 170.0 888 170.0 508 170.0 982 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1883 170.0 521 40In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 6 170.0 1417 170.0 680 1170.0 1260 Ibs 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 50.6225 In 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 17. 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2650 170.0 861 80 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 0.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 160.8 2880 170.0 1083 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 16 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1160 186.7 2553 170.0 1171 145.9 2553 170.0 1171 88 in 170.0 974 170.0 789 170.0 1169 170.0 903 P 170.0 1384 170.0 1002 170.0 1688 170.0 1086 1 170.0 °63 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1288 72 to 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1830 78 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 1 s >.1 1900 170.0 1421 148.6 1980 170.0 1505 123.8 1980 181.6 1648 106.1 1980 164.0 1635 92.9 1960 152.7 1631 751n 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1389 152.7 1881 170.0 1474 137.4 1861 183.1 1500 114.5 1861 147.3 1473 98.2 1881 139.8 1459 85.9 1851 137.8 1454 90 in 170.0 1328 170.0 1144 149.1 1398 158.0 1219 127.8 1398 138.0 1198 111.8 1398 121.3 1179 89.4 1398 110.2 1182 89.6 1398 101.8 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1086 96 In 147.4 1229 151.5 1098 122.9 1229 127.8 1078 105.3 1229 111.2 1061 92.1229 98.9 1044 61.9 1229 89.8 1028 73.7 1229 82.4 1016 61.4 1229 72.2 893 62.7 1229 66.9 977 46.1 1229 62.1 987 108 in 103.5 971 105.8 877 88.3 071 89.0 882 74.0 971 77.2 849 84.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 816 43.1 971 49.0 798 37.0 971 44.0 782 32.4 971 40.8 771 111 In 95.4 919 97.3 832 79.6 919 81.9 819 68.1 919 70.9 808 59.6 919 82.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 819 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 120 In 76.5 788 76.8 718 62.9 788 64.8 705 63.9 786 65.8 895 47.2 786 48.4 888 41.9 788 44.4 877 37.7 786 40.6 80B 31.6 786 34.9 853 27.0 788 31.0 041 23.6 788 28.4 631 1441n 43.7 548 44.2 504 38.4 548 37.0 498 31.2 618 31.0 491 27.3 548 282 485 24.3 646 25.3 479 21.8 648 22.9 474 18.2 648 19.5 464 15.6 548 17.2 465 197 548 15.5 448 TABLE 9B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor type 3,18 Etco Ullremwt 1/4° MO lR6acon MI5" Elco Ultreeon 3/18 Elmo Ullman 114" Eico Ullraeon 1/4" SS Elmo AggreOator 6/18" EIco Uitrecon 1/4" SS Elco AggreGator 610 Steal Screw (BO 612 Steel Screw (G5) 612 Steel Screw (cis) Edge Dlatance (1n): 1° 2112 1" 2-112' 3.1/8° 1° 21/2" 1° 2 -112" 2' 3-1/8° 2" 0.48" 0.54" 0.324" Embedment On): 1-3/4° 1-3/4" 1-3/4° 1-3/4" 2" 1 -1/4" 1 -114" 1.114" 1 -114 1 -114" 1 -1/4" 2' 1-3/8 1-318" (see note 4) 2 Anchors c, 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): ' 390 Is 390 Ibe 450 Ibs 890 Ibs 1844 Ibs 270 Ibs 280 Ibs 354 Ibs 7401bs 466 lbs 664 Mrs 1182 Ibs 328 lbs 420 0x1 580 Ibs ' 4 Anchors @ 2.60" Min. O.C. / Standard Clip (Fig. 3): 740 Ibs 740 ibs 830 Ibs 1485 Ibs 1424 His NIA 880 In WA 695 Ibs N/A 880 Ibs N/A 852 Ibs 840 Ibs 1120 Ibs 6 Anchors @ 1.71" Mkt. O.C. 1 Standard Clip (Fig. 4): 886 Ibs 758 Ibs 1946 ibs WA WA 705 Ibs WA 799 Ibs WA N/A N/A 978 Ibs 1260 Ibe 1880 Ibs 4 Archon ( 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 760 Ibs : $ Ibs 680 Ibs 1580 Ibe 1896 Ibs `ao l 660 Ibs WA 760 Ibe 938 Ibs 880 Ore 2364 lbs 852 Ibs 840 Ibs 1120 !be 8 Anchors (1 3" Min. O.C.1(2) 2x5 Angle Clips (Fig. 6): 1170 Ibs 1170 Ibs 1020 lbs 2340 lbs 2844 Ibs 81 Ibs 840 Ibs WA 1140 Ibs 1404 lbs 1320 Ibs 3546 Ibs 9781be 1260 Ibs 1680 Ibs 3 Anchors c? . 1.34" Min. O.C. / U-Clip, Into 1/8" Alum. (Fig. 7): WA WA N/A WA WA WA N/A N/A N/A WA WA WA N/A NIA ■ r 111• 8 Anchors 0.64" Min. O.C. / U-Cilp, Into 118" Alum (Fig. 8): N/A WA NIA N/A N/A N/A WA WA WA WA N/A WA WA WA 21 ' ; Ibs 2 Anchors ® 2.68" Min. O.C. / F -Clip (Fig. 0): 370 ibs 370 Ibs 315 Ibe 743 Ibs 712 Ws N/A 280 Ibs N/A 348 Ibs N/A 440 Ibs WA 328 Ibe 420 Ibs 580 Ibs 3 Anchors © 1.71" MIn. O.C. / F-Clip (Fig. 10): 390 the 390 Ibs 340 ibs 780 Ibs 948 Ibs 270 Ibs 280 Ibs WA 380 Ibs 468 Ibs 440 lbs 1182 Ibs 328 HIS 420 ibs 560 Ibe FIGURE 1: 0 0 00 00 00 0 0 • FIGURE 5: FIGURE 2: I 0 0 00 00 00 0 • 0 • • FIGURE 3: • 0 • O 0 O 0 O 0 0 • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: 0• •o 0• •• •• •• 00 00 00 0 • 00 0 00 • FIGURE 4: • • 00 00 00 • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„u) x (ANCHOR CAP. ',,,T„) =ANCHOR CAP. `MULLION CAP.....„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .250° 4.000° 2" X 4" X .25" MULLION O iV E MULLIONS O r PRODUCT REVISED as complying with the Floti4s Building Code , Acceptance No irationsDate MB iarn ade nod , %%III111 \`o LYNN M/ Q• .* * . No. 58705 . 3° 11 4/4./.4/4./.;-: � ST� A. LYr I MILL' I�, P.E. FL P.E.# 68705 TABLt 10A • Mullion Capacity Table (Ibslft2) 2 x 6 x .25 Alum. Tube Mullion Opening Width (for Her6cally- spanning mullions) or Opening Height (for horizontally-spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 in 120 In 140 in 180 in Rectangular Loading Trap/Triang. loading Rectangular Loading Trp/Tdang. Loading Rectangular Loading I llap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triargi. Loading Rectangular Loading I Trap/Tdang. Loading Rectangular Loading Tmp1Tdang. Loading Rectangular Loading I TrapfTdang. Loading 2 -1/2" � G li 3-1/8" 2" Pi � G 8 li 8 11 Si G 8 1-3/4° .8 (p G 8 1-3/4" 13/4" 2 II Q K 2 C. a Q iX 1 -1/4" i t tg 8 8 2' G 2" 2 G li: d� C G Q tZ 8 .S � y G 8 460 Ibs 8901bs ii. 8 2701bs 2801bs r i �p G 8 II ir a 8 2 G Q 11 i' 1 ry G 8 cr 3281bs 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 1 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1983 170.0 880 170.0 2267 170.0 1380 50.625 in 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 750 170.0 2092 170.0 766 170.0 2391 170.0 756 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 80 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 896 170.0 1771 170.0 1033 170.0 2125 170.0 1063 ' 170.0 2479 170.0 1083 170.0 2833 170.0 1063 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170.0 1171 881n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 1288 170.0 3117 170.0 1288 721n 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 � 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 76 in ... 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1605 170.0 2892 170.0 1829 170.0 3140 170.0 1894 170.0 3589 170.0 1705 78 In 170.0 1151 170.0 987 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1785 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2858 170.0 1918 170.0 3188 170.0 2125 158.0 3413 170.0 2273 138.5 3413 170.0 2381 98 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2095 180.0 3199 170.0 2338 ! 137.1 3189 188.8 2470 120.0 3189 158.1 2428 108 In 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 161.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 118.0 2190 111 in 170.0 1639 170.0 1454 170.0 19138 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2832 182.3 22A5 138.8 2632 148.4 2218 113.8 2832 128.4 2168 97.8 2832 115.1 2128 85.4 2832 106.3 2096 1201n 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 ! 77.2 2252 86.9 1838 87.8 2252 81.4 1808 1441n 125.1 1584 128.6 1445 104.3 1561 d 108.1 1425 89.4 1684 91.5 1407 78.2 1564_ 80.7 1390 89.5 1584 72.3 1373 82.6 1584 85.7 1358 52.1 1684 68.0 1330 44.7 1584 49.2 1305 39.1 1584 44.4 1283 Anchor Capacity Table (Ms) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elm Ultracon 1/4" Elco Ultraeon 818" Etco Ultrecon 3/18" Eno Ultracon 1/4" Elco Uibemn U4" SS Eno Aggreeetor 6/18" El= Ultracon 114° SS Elco AggreGator 810 Stec! Screw (GS) Screw Steel Screw (135) iie12 Steel Screw (Gs) Edge Distance (n): 1" 2-1/2' 1' 21/2" 3-1/8" 1" 2 -1/2° 1° 2 -1/2" 2° 3-1/8" 2" 0.48' 0.54" 0.324" Embedment (M): 1-3/4° 1-3/4" 1-3/4" 13/4" 2' 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 13/8° 13/8" (see note 4) 2 Anchors ® 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): 390 Iba 390 Iba 460 Ibs 8901bs 1844 Iba 2701bs 2801bs 364 lbs 740 Ile 4881bs 864 Ibs 1182 Ibs 3281bs 420 Iba 680 Ibs 4 Anchors ® 4.88" Min. O.C. /Standard Clip (Fig. 3): 780 Ibs 780 Ibs 900 Drs 1780 Iba 3084 Ibs 640 Ws 560 Iba 708 Iba 14130 Ibs 938 Ibs 1104 Ibs 2364 Ws 852 Iba 840 Ibs 1120 Ibs 8 Anchor; @ 1.71" Min, O.C. / Standard Clip (Fig. 4): 1180 Iba 1400 Ibs 101014 2595 Ibs N/A N/A 840 Iba N/A 1085 Ibe N/A N/A N/A 1304 Iba 1880 ibi 2240 Iba 4 Anchors CO 3" Min. O.C. / (2) 2x8 Angle Clips (Fig. 5): 780 Iba 780 Ibs 880 ibe 1680 Ibe 1698 be 540 Ibs 580 Ibs N/A 780 Iba 939 Iba 88014 2364 Ibs 882 ibs 8401bs 1120 Iba 8 Anchors Q 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 4 158014 1650 Ibe 1380 lbs 3120 Ibs 379214 1080 Ws 1120 Iba WA 1620 Ile 1872 Ibe 1780 Iba 4728 Iba 13041ba 1680 Ibs 2240 Iba 12 Anchors @ 1.5" Min. O.C.1(2) 2x5 Angle Clips (FIg. 7): 1880 Ibs 2100 Iba 1440 Ibs 3780 Ibs N!A N!A 1320 Ibs WA 1500 Iba N/A N/A WA 19588 Iba 2520 Ibs 3380 Ibs 4 Anchors at 1.34" Min. O.C. / U -Clip. into 118" Alum. (Fig. 8$ N/A N/A N/A WA N/A N/A N/A N/A NIA N/A N/A WA WA N/A 1432 Ms 8 Anchors % 0.64" Min. O.C. / Ud2lp,Into 1/8° Alum. (Fig. 9): WA N/A WA NiA N/A NIA NiA N!A N/A N/A N/A N!A N/A N/A 2884 Ibs 2 Anchors 02 4.68" Min. O.C. / F•C8p (FIg. 10): 39014 390 Ibs 46014 890 Ibs 183214 270 lte 280 Its 354 Ibs 740 Ibs 4881bs 5521bs 1182 Ibs 328 Ibs 420 Ibs 5601bs 4 Anchors ®1.71" Min. O.C. 1 F-Clip (Fig. 11): 590 Iba 700 Ibs 505 Iba 1298 Ibs NIA N/A 470 Ibs N/A 53314 N/A N/A N/A 852 Iba 840 Iba 112014 FIGURE 1: • O O a 00 00 0 0 00 0 0 O FIGURE 5: • • FIGURE 2: • 0 0 0 0 0 00 00 00 O 0 • O • FIGURE 3: 0 0 00 0 0 00 0 0 0 0 • FIGURE 6: • • • FIGURE 4: • • • • 00 00 00 00 • • • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11 0• s• •o 0• al 0 FIGURE 7 • • • • •• •• •• • 0 0 • 00 00 00 00 • • • • • • 0 0 00 00 00 ANGLE CUP (FIGURES 5 -7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X (ANCHOR CAP.,"„„,, ") _ ANCHOR CAP.,,,. MULUON USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL .250" 2° X 6" X .25° MULLION 6.000" M O i Ii 0 Q g z O co PRODUCT REVISED as complyhig with the Florida Building Code Acceptance No Ex,irati Id?ate _I` J .ie16 By I1.'.'. . i i Miami r ads Product ••AZ(�• %GEN SE` ` ` "-4) •. 1AC *: No. 58705 • r -p • o �!! _ • / / //7`SION AL , A. LYNN MILLER, P.E. EL P.E.# 58705 TABLE 11A Mullion Capacity Table (ibs/tt2) 1.28" x 2.11" Tube Mull ' Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally -span ng mullions) 60 In 80 in 70 In 80 in 90 in 100 In 120 In 140 in 160 in Rectangular Loading Trapfrriang. Loading RecctangWer Loading Trap/Trisng. Loading Rectangular Loading Trap,Triang. Loading Rectangular Loading Trapariang. Loading Rectangular Loading Trep/Tdarg. Loading Rectangular Loading Trap/lilang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading 11 IJ.,II 2" > 1111 0.54" 11 111111112:111 1 -314" 1 1-3/4" 14/4" 1-3/4" 2" 1 -1/4° G �� , 1 -1/4" 21 ic .1 2" 1 -3/8" 1.3/9° (see note 4) 4 Anchors r:± 2' Mln. O.C. / (2) 2x6 Angle Clips (Fig. 1): 7801bs 1 780 Om 680 Ibs 15601bs 1 i I 560 Ibs J N/A ) 760Ibs Q g 1 2384 Ibs f 662Ibs r 840 Ibs l 14321bs I II 421n 144.2 628 167.0 428 120.2 528 148.9 419 103.0 ,528 138.9 414 90.1 626 134.8 411 80.1 526 134.1 411 72.1 528 134.1 411 60.1 628 134.1 411 51.5 526 134.1 411 46.1 528 134.1 411 48 in 96.8 403 108.0 333 80.5 403 94.7 326 69.0 403 88.4 320 80.4 403 81.4 317 53.7 403 79.1 316 48.3 403 78.8 314 40.3 403 78.6 314 34.6 403 78.6 314 30.2 403 78.6 314 50.625 in 82.3 382 91.0 301 68.8 362 79.3 294 58.6 382 71.9 269 51.5 382 67.2 288 45.7 382 64.8 284 41.2 382 63.8 283 34.3 382 83.5 283 29.4 362 63.6 283 25.7 382 83.6 283 64 In 67.8 318 74.1 267 60.5 318 64.2 261 48.5 318 67.7 256 42.4 316 53.6 263 37.7 318 60.8 250 33.9 318 49.5 249 28.3 318 49.1 246 24.2 318 49.1 248 21.2 318 49.1 248 60 in 49.5 258 53.1 219 41.2 268 46.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.8 258 32.2 201 17.7 268 32.2 201 15.5 259 32.2 201 6311 42.7 234 46.8 200 35.6 234 39.1 195 30.6 234 34.7 192 28.7 234 31.6 169 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 26.6 183 13.4 234 28.6 183 66 In 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.6 213 22.2 167 13.3 213 22.0 166 11.8 213 22.0 188 72 In 28.6 179 30.1 165 23.9 170 25.8 162 20.4 179 22.5 149 17.0 179 20.3 147 16.9 179 18.7 146 76 In 24.3 181 25.4 140 20.3 161 21.6 137 17.4 161 19.0 136 18.2 181 17.0 133 78 in 22.6 152 23.6 133 18.8 162 19.9 131 18.1 152 17.5 128 Anchor Capacity Table (Ibs) ' Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Eleo Ultraeon U4 Moo Ultreeon 1/4' 6/18" Elam Ultrecon 3118" Era Ullman 1!4" Etco Uitraam 1/4" SS Eico AggreGator 6/16° Elmo Ultrecon 1/4° SS Elco AggreGator 910 Steal Screw (45) 1#12 Steel Screw (06) 912 Steel Screw (05) Edge Distance (In) 1" I 2 -1/2" 1" 2-1/2• 3-1/8° 1" I 2 -112 1" 2 -1/2" 2' 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (In): 1 -314" 1 1-3/4" 14/4" 1-3/4" 2" 1 -1/4° II 1 -1/4" 1 -1/4" , 1 -1/4" 1 -1/4 1 -1/4" 2" 1 -3/8" 1.3/9° (see note 4) 4 Anchors r:± 2' Mln. O.C. / (2) 2x6 Angle Clips (Fig. 1): 7801bs 1 780 Om 680 Ibs 15601bs 1 1898 Ibs 1 6401bs 560 Ibs J N/A ) 760Ibs 1 938 Ibs 880 Ibs 1 2384 Ibs f 662Ibs r 840 Ibs l 14321bs FIGURE 1: • • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X ( ANCHOR CAP.,g 1un,) =ANCHOR CAP.,, ` MULUON CAP.„,„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. x--•1.266 " -°-I .125" 1.28° X 2.11" X .125° MULLION (INTEGRAL FIN MULLION) U W 0 J 2 to x X ill Z O atO PRODUCT REVISED as complying with the Florida Buitdiisg Code Acceptance No 1 >• • Ex , iratio 1pate "- \‘`t �/ tai LYNN il j,� i,� aa'tr�• GENSIc''•`F� * No. 58705 . lc ;� • li 30 tl g ;.��•• STA EOF :•��•. '4''�;SSIONAL �; A. LYNN NtI�L'LE�R, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (lbs /ft2) 3.25" 30 DEG. AL BAY MULL Opening Width (tor vertically-spanning mullions) or Opening Height (for horizontally - spanning mullions) 50 In 60 In 70 In 80 In 90In 100 In 120 In 140 In 180 In Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapliilang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular J Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Traprniang. Loading Rectangular Loading Trap:Mang. Loading Rectangular Loading Trap Triang. Loading 21/2" 1 ii il G f ire q L. 0.54" 0.324" Embedment (In): 1 1 1.3/4" 1-3/4" 1-3/4' 2" 1 -1/4" ' ��I�G 2 =, 1 -1/4" 1 -1/4" i I 1 -1/4" 2" 1-3(8" 1418" 0 1 i 390 Ibs 390 Ibs 450 Ibe 890 Ibs q 270 Ibs li 354 Ibs 740 Ibs 488 Ibs 720 lbs 1182 lbs 328 Ibs 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 1170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 li 170.0 1417 170.0 680 152.2 1522 170.0 680 130.6 1522 170.0 880 114.2 1522 170.0 680 50.8251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 758 117.3 1443 170.0 758 102.8 1443 170.0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 881 , 90.2 1353 170.0 881 80 In 170.0 885 170.0 701 170.0 1063 1700 797 167.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 87.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 831n 170.0 930 170.0 745 170.0 1118 170.0 850 150.2 1150 168.8 933 131.4 1160 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 128.7 871 75.1 1150 126.2 870 65.7 1150 128.2 870 661n 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1046 146.8 884 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1049 116.6 830 78.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 72 In 140.8 880 147.9 784 117.4 880 128.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 50.3 880 78.5 688 44.0 880 76.4 885 78 In 119.7 790 128.1 880 98.8 790 108.4 676 85.5 780 93.3 893 74.8 780 83.9 652 68.5 790 78.9 643 59.9 780 71.7 635 49.9 790 65.1 624 42.8 790 82.1 819 37.4 790 81.5 617 78 In 110.8 760 115.5 857 92.3 750 98.1 644 70.1 750 85.9 632 69.2 750 77.1 621 81.5 750 70.8 812 55.4 750 65.7 805 48.2 750 59.4 594 39.6 760 56.2 588 34.8 760 85.5 588 90In 72.1 583 74.4 500 80.1 583 62.9 491 51.5 563 54.8 483 45.1 583 48.9 478 40.1 863 44.4 488 38.1 583 40.9 482 30.0 583 38.2 452 25.8 563 33.3 445 22.5 583 31.8 442 98 In 59.4 495 81.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 485 33.2 409 24.8 495 29,1 400 21.2 495 28.6 394 106 495 25.0 390 108 in 41.7 391 .42.8 353 34.8 391 35.9 348 29.8 391 31.1 342 28.1 381 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 1111n 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.9 312 16.0 370 18.1 305 120 In 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 In 17.8 220 17.8 203 _ 1 _ Anchor Capacity Table (Ibs) Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal Anchor Type 3116" Elco Ultracon 1/4° Elco Ultracon 5/18" Elco Ultracon 3/16° loco Ultracon 1/4° Etco Ultracon U4° SS Elco AggreGatar 5118" Elco Ultracon 1/4" SS Etco AggreGator 110 Steal Screw (05) 112 Steel Screw (05) 112 Steal Screw (05) Edge Distance (In}: 1" 2 -112" 1" 2- 112" 3.1/8" 1' 2 -1/2" 1' 21/2" 2° 31/8" 2" 0.48' 0.54" 0.324" Embedment (In): 1-3/4" 1.3/4" 1-3/4" 1-3/4' 2" 1 -1/4" ' 1 -1/4° 1 -1/4" 1 -1/4" 1 -1(4" 1 -1/4" 2" 1-3(8" 1418" (see note 4) 2 Anchors ( 5° Min. O.C. ((2) 2x5 Angle Clips (Fig. 11 390 Ibs 390 Ibs 450 Ibe 890 Ibs 1700 Ibs 270 Ibs 280 be 354 Ibs 740 Ibs 488 Ibs 720 lbs 1182 lbs 328 Ibs 420 Ibs 580 Ibs 4 Anchors ® 15' Min. O.C.1(2) 2x5 Angie Clips (Fig. 2): 780 Ibs 750 Ibs 790 Ibs 1670 Ibs 2525 Ibs 540 Ibs 580 Ibe N/A 1120 Ibs 936 lbs 880 Ibs 2384 Ibs 852 lbs 840 Ibs 1120 Ibs 8 Anchors @ 2.71° Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 Ibs 1120 lbs 955 lbs 2246 Ibs 2254 Ibs N/A 840 Ibs N/A 1059 Ibs N/A 1320 Ibs NIA _ 078 Ibs 1280 Ibs 1680 Ibs FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,.,) X ( ANCHOR CAP.mu ) _ ANCHOR CAP., m, MULLION CAP.,„„„„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 30° BAY MULLION z 0 2 -3 w o 03 0 1- to W Z V) z 2 v- 1- Q 01'f cl WWI Mc° co iX (7) U M Q 0 co rc PRODUCT g with Florid, as complying Building Code Acceptance No ee By Mi - , ado Produtr 00% 1111f/! //I \N\ / LYNN./44I,/i'/ „•• x‘GENSE - • • FAQ * f No.58705 -•�• STATE O •7Ii /h ZONAL iMILL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table (Ibs/ft2 3.25" 48 DEO.AL BAY MULL Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 80 In 80 In 70 In 80 In 90 in 100 in 1201n 140 In 1601n Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading A. l�Qpf C7^ 2=. A. Npp° g V G <re A. 2 4. `8 C ct •,,- A. (y 61 8 --..- A_ g ti `� a A 4^ - A. �y " ci -.I ti „` , I! 1-3/4' `y c) I f _ ` ti� i 1 8^ 1 -1/4' 1 -1/4" G 1 -114' {p ^ 8 11 !" tp c) _ 521 170.0 1240 170.0 _ g G 521 }�°; V 170.01488 170.0 521 _ 170.0 ^�jjf U 11 1735 il h pi 521 _g 160.3 ,_ C7` 1871 170.0 I., 11 521 1182 Ibs 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 170.0 48 In 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 850 163.7 1637 170.0 880 140.3 1637 170.0 880 122.8 1837 170.0 880 50.625 in 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 120.1 1552 170.0 756 110.4 1552 170.0 758 54 in 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170.0 754 j 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 881 110.8 1455 170.0 881 97.0 1455 170.0 861 80 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 998 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.8 1309 157.1 982 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 128.7 1247 152.6 955 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 135.7 935 71.3 1247 135.7 935 66 In 170.0 974 170.0 789 170.0 1189 170.0 903 148.4 1190 163.7 985 129.9 1190 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 914 88.8 1190 119.5 896 74.2 1190 118.1 893 84.9 1190 118.1 893 721n 181.8 1010 109.8 877 134.7 1010 144.8 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.8 817 80.8 1010 98.9 607 87.3 1010 90.8 795 57.7 1010 87.8 780 50.5 1010 87.7 789 76 In 137.4 906 143.6 782 114.5 900 122.0 775 98.1 908 107.1 781 85.9 908 96.2 749 78.3 906 88.2 738 88.7 906 82.3 729 57.3 9081 74.7 718 49.1 900 71.2 710 42.9 906 70.6 708 78 In 127.1 881 132.8 784 105.9 861 112.5 738 90.8 881 98.8 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75.4 694 63.0 881 88.1 681 45.4 861 64.5 875 39.7 881 63.7 872 00 In 82.7 648 85.4 574 88.9 648 72.1 684 59.1 848 62.9 554 51.7 648 58.1 545 48.0 846 50.9 537 41.4 848 47.0 530 34.5 848 41.5 519 29.5 846 38.2 511 25.9 648 38.5 507 98 in 88.2 668 70.1 608 58,8 688 59.1 499 48.7 588 51.4 491 42.6 588 45.8 483 37.8 588 41.4 478 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 888 28,7 447 108 in 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.8 449 28.6 382 23.9 449 28.1 377 20.0 449 22.7 388 17.1 449 20.4 381 15.0 449 18.9 358 111 In 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 387 24.5 425 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15,8 425 18.8 343 120 In 34.9 384 35.5 331 20.1 384 29.8 328 24.9 364 25.8 321 21.8 384 22.8 317 19.4 384 20.5 313 17.5 364 18.7 309 144 In , 20.2 253 , 20.4 233 16,8 253 17.1 230 TABLE 13B Anchor Capacity Table (Ibs) AnchOr alp Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Matal Anchor lype: 3/18° Elco Ultracon 1/4" Elco Ultra= Elco Ultmcon 3/18" Elco Ultracor 3/18" 1/4" Elco Ultrecon 114' 88 Elco AggreGator 5118' Elco Ultrecot 114" SS Elco AggreGator 910 Steal Screw (05) 892 Steel Screw(G5) #12 Steel Screw(05) Edge Dfstance (In): 1" 2.112' 1° 2-1/2" 3.1/8° 1" 2 -1/2" 1" 2 -112° 2" 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (in): 1 -3/4° 1-3/4' 1-314" 1 -314° 2" 1 -1/4' 1 -1/4" 1 -114" 1 -114' 1 -114" 1 -1/4" 2° 1-W 1.318' (see note 4) 2 Anchors at b Min. O.C. / (2) 2x8 Angle Clips (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1700 Ibs 270 lbs 280 Ibs 354 Ibs 740 Iba 468 Ibs r 720 Ibs 1182 Ibs 326 Ibs 420 tits 550 Ibs _ 4 Anchors @ 3.5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 2) 780 Ibs 780 Ibs 790 Ibs 1670 Ibs 2525 Ibs 540 Ibs 580 Ibs N/A 1120 Ibs 938 Ibs 880 Ibs 2364 Ibs 882 lbs 840 Its 1120 Ibs 8 Anchors @ 2.71" Min. 0.C.1(2) 2x5 Angle Clips (Fig. 3): 1120 Ibs 1120 Ibs 958 Ibs 2248 lbs 2254 Ibs N/A 840 Ibs N/A 1059 lbs N/A 1320 Ibs _ N/A 978 [be 1260 Ibs 1880 Ibs FIGURE 1: FIGURE 2: FIGURE 3: • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" 'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI°) X ( ANCHOR CAP.�,.,,.,8) _ANCHOR CAP.„,„,. `MULLION CAP.,,,,.. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, .125" c/) z N '5 1". 1 1 co O Y to Icelk PRODUCT REVISED as complying with the Flrnide Building Code Acceptance No Ex . irationn' ate .°�' By �i�_.. _ '. `It r Mi + ado Produ �`` 01111111 \‘‘o\AILYNN• M/z * : No. 58705 ti .140z3 O STA E iA • • '•. FLORIQP•'• ��;• S,SIONAt- 0' A. LYNU f ILL Ik, P.E- FL P.E.# 58705 --1 1.000" 1-- 2.000" .125° .125" 1" X 2° X .125" MULLION 6083 -T6 ALUM. X- SECTION .375" MIN. 2.000" 2.000" 1.000" �--- 1" X 2° X .375" MULLION 8083 -T6 ALUM. X- SECTION 1- -.125" i 1 ii.M.,#####~ii iii/ /ii /� /ii�iMZZA /A0WZ####,/~iiii. STANDARD CLIP 006346 ALUM. X- SECTION .125" 3.125" 2 5.500" 1.15" MIN. O.C. .375 "_j MIN. CUT HERE TO 1 CREATE F -CLIP, SEE r - DETAIL F, SHEET 4 2 STANDARD CLIP 6083 -T6 ALUM. TOPVIEW 5.500" 0.312" 1.15' (� MIN. y}/ O.C. y OFFSET CLIP •125 "- 6083 -T6 ALUM. .740" 1• TOPVIEW 2 --1 1.000" 1- 2.750" 1" X 2.75" X .375" MULLION 8083 -T8 ALUM. X- SECTION 1- -.125" .375° 0.312" U-CLIP 8083 -T8 ALUM. X- SECTION .338" MIN. ---I 1.000" 1-- 2.750" 1" X 2.75° X .850° MULLION 8063 -TO ALUM. X SECTION U -CLIP 8083 -T8 ALUM. USED FOR ALL 1" X 2" AND 1" X 2.75° MULLIONS. SHEETS 5-8 0.225" TYP. TOPVIEW I .338" MIN. U -CLIP 6063 -T6 ALUM. 1" X 3.125° X .500" .375" (A) 11 lb MULL ONLY. SHEET 9 MIN. TOPVIEW .338" MIN. U-CLIP 8083 -T6 ALUM. 125° X 3.188° X .265° MULL ONLY, SHEET 12 TOPVIEW TABLE B - 1 H -.125" 2.000" i 1 / iiiiiii /ii /iiiiiiiiiiiiiiiiiuiiiiiii /Till /iii 3.125" 1-.1.000" -I 1" X 3.125" X .5" MULLION 8083 -T8 ALUM. X- SECTION 2X5 ANGLE CLIP 8083 -T8 ALUM. X SECTION .125° 5.000" .375" MIN. 0.312" -- 3.000" MIN. 2X5 ANGLE CLIP 8083- T8ALUM. TOPVIEW 3.188° 1--- 1250 " ---1 .125" .265" 1.25" X 3.188" X .265° MULLION 6083 -T8 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # Mullion ' Std. Clip' Offset Clip' U-Clip 'Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 686116M 6661121 M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M ... 515M 1.25" X3.188" X .265" (12) 66641M 6661117M 6661113M • 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 NIA N/A N/A 886517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. TABLE A 1266 "� .900" 1.28 "X2.11 "X .125" MULLION 8083 -T6 ALUM. X- SECTION Dimension Value (Ind For Mullion: A 1.625 B 2.654 1" X2" X .125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. . A 1.125 B 2.404 in X 2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X 2.75 "" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A r 1.312 B 3.000 1" X2.751' X .650" C 0.476 Aluminum D 0•836 Tube Mullion E .450 Min. A 2.000 B 2.637 1 "X3.125 "X C 0.863 .500" Alum D 1.137 Tube Mull E .450 Min. A 2.625 6 3.262 1.25" X3.188" C 0.862 X .265" Alum D 1.762 Tube Mull E .450 Min. 1.26 "X2.11 "X A 1.813 .121" Alum Tube Mull • CO Q cr co O 0 co rn z ILI 0.. V � Z O� J J � Q 0 r m PRODUCT REVISED as complying with the Florida Buildiing Cade Acceptance No •0 E Iration' ate P471. e By �.�1...__%.� I ,/ Miami • ade Produc'�'' .011111! '� .- •eoCENS6. 'l`.�, //i �, No. 58705 a (c 3 iii •■■••"w :��•' STATE OF ' / /SS/oNM- A. LYNN M1bLELR, %P.E. FL P.E.# 58705 2.0) 1 -►( 1.000" 4.000" 1 °X4 "X.125" MULLION 6083 -T6 ALUM. X- SECTION .125" -� 1.000" 1--- 4.000" 1 "X4 "X.375° MULLION 8063 -T8 ALUM. X- SECTION 30° BAY MULLION 6083 -T6 ALUM. X- SECTION .375" MIN. 2.000" .125" STANDARD CLIP 6063 -T6 ALUM. X- SECTION 5.500" .125" 3.125" CUT HERE TO `-I CREATE F -CLIP, SEE I _ DETAIL F, SHEET 4 2.875" 1.15" MIN. O.C. .375 °_ MIN. 0 0 0.312" L_ STANDARD CLIP 6063-T6 ALUM. TOPVIEW 5.500" 45° BAY MULLION', I j 3.250" 2.250" 6083-T6 ALUM. X- SECTION NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 0 .125" .740" I 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .375° { -.375" 0.312" 0 0 OFFSET CUP 6063 -T6 ALUM. TOPVIEW } 3.000" 125" U -CLIP 6063 -T8 ALUM. X- SECTION .740" q. .125" t 2.125" U-CLIP 6063 -T8 ALUM, USED FOR ALL 1° X 4" MULLIONS. SHEETS 10 & 11 TOPVIEW TABLE D TABLE C 2.000" .125" uiIIZiIuu%."iiiii./ iii "i,IcIiuiiiiii/ ii,cIiiii 2X5 ANGLE CLIP 6063 46 ALUM. X- SECTION 5.000" 0.312" 2X5 ANGLE CLIP 6083 -T8 ALUM. TOPVIEW Dimension Value (in)I For Mullion: F 3.687 1" X4" X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1 "X4 "X.375" G 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet#) POT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4" X.125" (10) 69384 666111M 6661122M 666241M 666518M 1" X4" X .375" (11) 66610 666112M 6661123M 666242M 866519M 30 Degree (16) 66649 N/A N/A N/A 6665110M 45 Degree (17) .66650 N/A N/A N/A 6885111M 375" MIN. 2.71" MIN. O.0 0 3.00" MULLS) .00" MIN. O.C. (1" X 4" MULLS) N I1 d7 yr 1 i 1 m 1 Y . O PRODUCT REVISED as complying with the Florida Building Code Acceptance No iration Date \‘\‘:‘oN.( �k .1a1il : Lu, , • STATE F .G �: ••''•.,fiLOR1flP••' `� F ''' /,sS /oNAA- ti A. LYRI(i'MILLI=I , P.E. FL P.E.# 58705 No. 58705 TABLE E Mull Dimension POT Part 6 (sheet 0) Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (13) 66602 686261M 686271M 6665112M 2" X 6" X .25" (14) 66804 666262M 668272M 6885113M --I I----.125" --11- -.125° 2.000" 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2.000" i • --i I••-- .125" STANDARD CLIP 6063 -T6 ALUM. X- SECTION 2.125" U -CLIP 6083 -T6 ALUM. X- SECTION 2.000" 2X5 ANGLE CLIP 6083 -T6 ALUM. X- SECTION 1.490" 5.500" .125" .125" 3.500" .375" CUT HERETO 1 CREATE F CLIP, SEE DETAIL F, 1 _ SHEET4 .375° 0.225° 5.000" H.- 3.000" MIN. O.C.--1 0.312" 2.688' 4.000° 1 .250" 2"X4 "X25' MULLION 6063 -T6 ALUM. X- SECTION 3.438" .250° 2.620" STANDARD CLIP U-CUP 2X5 ANGLE CLIP 6063-T6 ALUM. 6083 -T6 ALUM. 6083 -T8 ALUM. TOPVIEW USED FOR 2" X 4" TOPVIEW .637" MIN. O.C. 5.500" MULLION, SHEET 13 TOPVIEW g • .375° MIN. 3.500° 5.000" 3.000° 1.715° MIN. O.C. 1.500" 0.312" PRODUCT REVISED as complying with the Florida Building Code Acceptance No Exgiratioa Pate .250" 6.000" 4.688" 5.438" 5.438° 5.438' MB iami .375" 2.620° STANDARD CLIP 8063 -T6 ALUM. TOP VIEW .637" MIN. O.C. U -CUP 6083 -T6 ALUM. USED FOR 2" X 6" MULLION. SHEET 14 TOPVIEW 2X5 ANGLE CUP 6063 -T6 ALUM. TOPVIEW toil 4YNN 411 ' -� 4��..\,,GENSF• •' F� -i * No. 58705 y -ti ail out /mow �� • STA EOF - FLORIOA.•'••?� ''i, 'IONAt. A. LYNN MI+LLIER, P.E. FL P.E.# 58705 r EXAMPLE 1: SINGLE VERTICAL MULLION MU LE NO ANCHORS IN HEAD .LION 1GTH Ns"-- SEE FENESTRATION PRODUCTS APPROVAL SEE DETAILS, SHEETS 24 I I 4 SEE DETAILS, SHEETS � 2-3 1 r - L - - -J NO ANCHORS IN WINDOW SILL 32' 32° MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75° X .375° MULLION (LENGTH = 72 ", OPENING WIDTH = 70°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULUON (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +1 -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X \ 67F) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-.-j r - / E SEE DETAILS, 32' 1 FENESTRATION SF EEETS1 PRODUCT'S APPROVAL r VERTICAL I' MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72" r 7 N1/4`%- SEE DETAILS, SHEETS 2-3 SEE DETAIL E, SHEET 3 L_ SEE DETAILS, SHEETS 2-3 - - � I i LJ I 36°, NORIM . ,_.41..____ 36 ", HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 15 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36 " +36 " +1° =77. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULUON (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH 108", OPENING WIDTH = 80°) HAS A DESIGN PRESSURE OF +1 -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36"+36 " +7=74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 112" +35- 1/2 " +2 " =73"). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36° AND THE OPENING HEIGHT IS 32 " +72" +2" =106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ((fP LENGTH = 42 ", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/ -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 15 GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH 15 GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/ -64.7 PSF FROM THE VERTICAL MULUON; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS + / -64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 1 W d N C71%5 k oM M CD 1 1 Z m PRODUCT REVISED as complying with tho Florida Bundling Code Acceptance No I3x iration Date l4YNNIMI •.* * No. 58705 • • %i "4 • ' 7 Of �' :�CU a Z"." �•••,ACORO•'�C9 � A'. •'� �YS1S4MTA 1NAe PF , P.. • . 41 FL P,E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW HINGED DOOR LOADING OF HORIZONTAL MULLION SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. a: LL in Z Z 0 —J D m 1-- 0 g co Z 0 p Q O g N N 1 1 l0 8°` PRODUCT REVISED as complying with the Florida Building Code Acceptance No E�piretiop Data �1 r 00 Pr 4/0 0 / r HINGED ,DOOR / r 1 — LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW HINGED DOOR LOADING OF HORIZONTAL MULLION SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. a: LL in Z Z 0 —J D m 1-- 0 g co Z 0 p Q O g N N 1 1 l0 8°` PRODUCT REVISED as complying with the Florida Building Code Acceptance No E�piretiop Data �1 r