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WS-12-2290Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182427 Permit Number: WS -12 -12 -2290 Scheduled Inspection Date: March 05, 2013 Permit Type: Windows /Shutters Inspection Type: Final Owner: SADUSKY, VINCENT Work Classification: Door Replacement Job Address: 1293 NE 95 Street Inspector: Bruhn, Norman Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Phone Number Parcel Number 1132060143870 Phone: (305)685 -0412 Building Department Comments REMOVE AND REPLACE ONE EXTERIOR DOOR WITH SIDELIGHTS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 05, 2013 For Inspections please call: (305)762 -4949 Page 5 of 15 #63Q4596 HItt nocUtotNT►±;AS A;ogLDREO RAC 0.8 26 2 012 C3''y7M.IGRQPFi INI:INP •,;} STATE OF FLORIDA qo EMARIC " PATENTED PAPER DEPARTMENT fT OF BUSINESS AND PROFESSIONAL IONAL REGULATION CONSTRUCTION INDUSTRY RY LLICENSING BOARD SEQ# L12 082600207 E3 j'CHNoMBER'II! :14.2420892 T71C1.25165,4 the BUILDING CONTRACTOR famed. below IS CERTIFIED Mader the provisions of Chapter `.489:'1;', . expiration date: .AUG 31, 2014 .IGLESIAS, ORLANDO ORONI INC 14040 NW 6TT1 CT NORTH MIAMI F'1., 331 68 RICK SCOTT 'GOVERNOR T •d DISPLAY A. REQUIRED BY LAW 433985 -9 BUSINESS NAME / LOCATION ORONI 1NC CBC1251654 14040 NW 6 CT 33168 NORTH MIAMI OWNER ORONI .XNC Sec. Type of BUsinwS.S WORKER/5; KER /' 196 SU111- GENERAL BLDG CONTRACTOR 1. ONLY .t L.00 L THIS IS NOT A ELL - DO NOT PAY KEN LAWSON SECRETARY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 452913-8 STATE* CBC1251654 THIS I5 BUSINESS TAY. RECEIPY. IT DOES NO1 PERMIT TNI:: HOLDER TO VIOLATE ANY EXISTING DR: :GULD.1'ONY OEI ZONING LAWS OF' ME COUNTY OR CITIES. NCR DOES IT 'EXEMPT LIEF NOLDES FROM ANY f7TNER PERMIT O' LICENSE REQUIRED DY CAW. TIPS "IS NOT A CERTIFICATION ($ THE HOLDER•$ QUALIFICA- TIONS. PAYMENT RE(rIVEC MIAMI -DADE COUNTY TAX COLLECTOR: 60000000177 000045.00 S:E. OTHER SIDE DO NWT FORWARD ORON1 INC CBC1251654 ORLANDO IGLESIAS PRES 14040 NW 6 CT NORTH MIAMI Ft 33168 III 'I1IIII1111F111l11i;1f1FII1ill I If 1111 II In 1111)411117d') OSS6- 889 -SOE ONI INOZIO WdBb:E 2TOZ OE 400 __ CERTIFICATE OF LIABILITY INSURANCE `A" a`1" PRODUCER USA Instinance Agency Corp. 5841 S.W. 137th Ave. Milani, FL 33183 Phone (305) 386-3305 Fax (305) 386 -8778 INSURED Omni Inc. 14040 N.W. 6th Court Miami, FL 33168 - (305) 6854)412 COVERAGES Tai CERTIFICATE IS ISSUED As A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NO1' AMEND, EXTEND OR AVER !HF 1 OV1E GE AFFORDED NY !THE POLICIEZ BPLOW, LNSURVRS AFFORDING COVERAGE NATGTt I�1 URE cr lent Insurance Compank..a INSURER B: INSLJRE13 0: INSURERD INSURER E INSURER. F- '- E PrucEs Of lfdi0R,AMCE LISTED HAVE BEEN ISSUED TO THE INSURED NAIL ABOVE FOR THE POLICY PERIOD INDICATED. NOTW1711$TANDMG ANY REQLIIRIBV VENT. TERM OR CCNt TION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUE? OR TIAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TkE TERMS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY NAVE BEEN REDUCED BY PAN? CLAIMS. __ POUOY EWF15 1 WL ' P.QI.I9 Y I9.IPtRAT10N MA-WM TYPE GF INSURANCE PoI.,ICY MUENI3ER °!!TFx.I _^81Esi .iMWeYh' i1MITS 4eNENAI. Mawr/ EACH I3CUi IC0 FAR AODt A coNEIERCMJ, GENERAL LIASIUTY ACHIMOST74 — CLAMS WOE 2, OCCUR 4EN'L AGGREGATE LIMITAPPLIE S PER: POLICY PROJECT _ LOG AE/TOMO6LC I.IMMIRY ANY AUTO AL.L OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AuT Os 11/10/11 111 /1W12 PRE segs (Eajoccilknolg MED EXP (Arty ins plenum) PERSONAL 8 A,tAr INJURY oemeALAOOPaMTEI PRODUCTS - COMP/OP AUG 100,000 5,000 1,00©,1 2,000.00()_ 2,000.000 GARAGE UAUIUTY ANY AUTO Exckss1UIIMIREL l A uAIMLrTY OCCUR _ CLAIMS MADE DEDUCTIBLE RETENTION s — IoRIS ANP EMPLOYERS' LIAMILITY ANY PROPRIETOR 1 PARTNER / EXECUTIVE OFFICER 1 MEMBER EXCLUDED? Eyes, emote* undef SPECIAL PROVISIONS b*w OTHER COMBINED SWaLEE LIMIT des =done SOi3M.Y INJURE (Per person) k . BODILY INJURY (Per Stcklest PROPERTY DAMAGE Taracciddnt) AUTO ONLY. EA, ACCIDENT •■• .+4141444411.4 OTHER THAN EA ACC AUTO ONLY; AO0 EACH 0GCURIIENC E AGGREGATE E.L. &tort ACOMENT E.L DISEASE • EA EMPLOYEE E L CISEASE - POLICY LIMIT DE�iti'TION Of OPERATIONEI 1 LOCATIONS / VENIc ES 1 EXCL USIONS ADDED EY ENDORSEMENT 1 SPEIN J- vRonsICII.S General Contractor CERTIFFCATE HOAR CANCELLATION Village Of Miarni Shores Building Dept. 10005 N.E. 2nd Avenue Miami Shores, FL 33138 AOORD 20 (23011010 OF OSS6- 889 -S0E osooLo ANY OF ENE move DENCRI3E D POLICJSS SE CANCELLEDEEPORE INS EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL, ENDBAVORTO MAIL 30 DAYS SWEETEN NOTICE TO T E CERTIFICATE HOLDER NAMED TO TRETE,T, am FAILURE 70 DO SO SHALL I NO OHL1GAT1ON Olt MAMMY OF ANY KIND VPONN THE INFER. ITS TS • . REPRESL°NT/ MEL AUTHORIZED REP SEMTA1WE T�$6 31.11 I NOi`10 Wd8b : E 0102 OE 400 ABS4INC -01 MATERAT HIE— CERTIFICATE OF LIABILITY INSURANCE DATE 11 /13 /2012 ) 11 /13/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License # PC- 886543 Insurance Office of America, Inc. P.O. Box 162207 Altamonte Springs, FL 32716 -2207 CONTACT NAME: PHONE (800) 243 -6899 FAX (407) 788 -7933 {q C, No, Ext): ) (A/C, No): A ADD DREDRE SS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Normandy Harbor Ins Co 13012 INSURED Oroni, Inc. c/o ABS4, Inc. & ABS2, Inc. 999 Vanderbilt Beach Rd., Ste 200 Naples, FL 34108 INSURER B: INSURER C: INSURER D : $ INSURER E : $ INSURER F: E CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM /DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ GE PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 'L AGGREGATE POLICY LIMIT APPLIES PRO - JECT PER: LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/ N N /A NHFL20632 10/1/2012 10/1/2013 X WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2 Av (Miami Shores Village FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 111111111111111 111111111111111111111111111111 NOTICE OF COMMENCEMENT CFN 2012R0372635 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 28385 P 4211; (1p9 )) RECORDED 12/1 i5 /2i i 12 12:51:52 C11S 1 HARVEY RIJVIN, CLERK OF COURT PERMIT NO. TAX FOLIO NO.1 r 3ZnL °OI -: c) MIAt1I -DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA: STATE OF FLORIDA, COUNT OF DADE I HEREBY CERTIFY that this is 8 true copy of the day of COUNTY OF MIAMI -DADE: original fife; r is i ff a 'u12 THE UNDERSIGNED hereby gives notice that improvements w _ _ , AD 20 property, and in accordance with Chapter 713, Florida Statutes, ►fifaL iv firit8P: Eriit seat, is provided in this Notice of Commencement. HARVEY RUVI , CLW•K, Of Circurt and County Cowrrfs By , O.C. 1. Leal description of prope ty and street / addre� TANASHIA ARNOLD 1144 . Sttro Zk F 10 ` !?- l - iartoti 2. D ca ption of improvement: ? '9-091- GC opr oC(Z e% D %Z 60/s (PL-L tG-t prJ� i'uv�r/Ufs e")-- 3. Owner(s) nape and address: SCuz K E 'S sr- 1 c Sfkb S I ?, Interest in property: Name and address of fee simple titleholder: 4. Contractor's name an J address: 6 C-i (c : - 7316e 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: 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 and Address: 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 and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sig f Owner er f �, Print Owner's Name Sworn to and subscribed before me this day of Notary Public: Print Notary's ame: '°' My commissio expliigs:a( t6099133 # Z3d01 S321000a I'' ft ' Prepared by Gi OJ , 20 Address: 1 (j)014e) 0.1C3 (c f 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 Permit Type: BUILDING JOB ADDRESS: 12-9,3 'v �C 'T Permit No. o /I 2012 Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: k t °Ob `- 3 g")-0 Is the Building Historically Designated: Yes NO /v Miami Dade Zip: flt?� Flood Zone: OWNER: Name (Fee Simple Titleholder): 't'C 2' •S Phone #:'S)3 13 3Z- City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Ca ,Q U..)( Phone #: &©,6 dL t a— Address: t *0 tki CO C City: , j State: G (.— Zip: TY( 6 Qualifier Name: ft) O� � "i"' —" r ok-s Phone #: State Certification or Registration #:Cr3C_t2$7 C,P4 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ '1 `� Square/Linear Footage of Work: Type of Work: Addition XAlteration ❑New ❑Repair/Replace ❑Demolition Description of Work: w • _ s • Color thru tile: * * * ** :: * ****** :**x= :y:*x:*****Y, *x::rx:x:,:** *: Fees°r*** * ******x::x:**** : * *** *** * ** *:r** * *** ** * ** ** Submittal Fee $ Permit Fee $ )7 6 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. Signature Owner or Agent 2L" The foregoing instrument was acknowledged before me this day of A (-2" '' ,20 R by (i' piLE:` -1 '/L who is personally known to me or who has produced Signature Contractor The foregoing instrument was acknowledged before me this , day of l�(C %c7 , 20 Z''2-, by 4-=t Iit s � 32O 6370 who is personally known to me or who has produced 4-3 — _ C1 As identification and who did take an oath. NOTARY PUBLIC: f7L as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY 2/4 Plans Examiner Zoning Clerk Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) APPROVED 0 401 CL. F 1 P L1J < 111 .-J LL, < ID 1- Z cn z < =1 z 0 z 1--- 0 Q. f— 0 w uJ 1- a 0 z w rTio) o N CC 0 0 0 ro TLL PC/RC 4-1 -0 _ 0 ON C WA Li< 065 1 rr) \ :N4 ' t.- GiL_ 28,30 51 CONC. SWK 70 11'4 200 WAY .777‘ 27,5 PAVE NwNr 0 o• 0 tu u.1 LL uJ NOTE LF k)or (r) N.GV.0 1 co 6ara7e F I P 3J4' ST This property described as: The West 75 feet of Lots 4 & 5 an the West 75 feed. of the South z of Lot 3, Block 84 MIAMI SHORES SECTION NO. 3 , according to the Plat thereof, as recorded. Plat Book 10, Page, 37 of the Public Records of Dade County, Florida. 38 ceenote5 kowe5t abtt. ble on . 5levakton5 Shown refer- t© . Lowest; adjacent t- c)e elk=v (tae Co) Elev. - 874 y' = N/4 FI11 ~ 51 Ii 1t � z LOCAT I N S K E TC N Page 1 of 2 % % :in tt rtuahr rtt¢ aft %`tA row. on nit: 11Kit "..o.s1,1t:sL ED sa::At. tth O't.UN IDA :.II't `t51: D SU li t 1:1014 b'U %I, Y%* A BOUNDARY SCRYEY 1 nereoy certify rha1 the survey repre- sented hereon meets the munrmum technical uandargs set forth by the board of Land Surveyors in Chatter 61C17-6 Fiorca ..dminni r Ain/tt CoOe urui�nt o Section 4 77,_31T. F9.a. :Statutes. There ate no encroachments, o.erfaps,. easements appearing on b rat. offset Mao as Shown herein. 1293 N.E. 95th Street Miami Shores, Florida, l..- NNEsANDl..ARCI.A.INC. L.U. # _09S S !ZVEYORS- ::NIAPPERti- 1.IND PLANNERp n 1p. ivurtTaa a,r•• r.M11 P.O. lit :.vY.A1(;t!h ::`;vlvl :S t)(firr ailtirr s. j5') .11c :afar :11'rnur, (`ural Cables, Florida 33134 6405) 4u0- ;77110 19541 523 -306.3 FIELL) DATE s ..aLE DRAWN BY t)RWG. NO 2 9 I 20' U.T 80284 04/09/2012 - 4:48pm gabriels F: \01 Project Files \_2010 -NIPS \400 Wind Charts \_Reference \00 -MPS10 -400 Series C &C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 10 15 Tributa Area 5. Ft 20 25 30 0 -10ft -57.8 +53.3 -56.4 +51.9 -55.4 +50.9 11 ft -58.8 +54.2 -57.3 +52.8 -56.3 +51.7 12ft 13ft -59.7 +55.0 -60.5 +55.8 -58.2 +53.6 -59.0 +54.3 -57.2 +52.5 -58.0 +53.3 14 ft 15 ft -61.3 +56.5 -62.0 +57.2 -59.8 +55.0 -60.5 +55.7 -58.7 +54.0 -59.5 +54.6 -54.6 +50.1 -55.5 +51.0 -56.4 +51.7 -57.2 +52.5 -57.9 +53.1 -58.6 +53.8 16ft -62.7 +57.8 -61.2 +56.3 -60.1 +55.2 -59.3 +54.4 17ft -63.4 +58.4 -61.9 +56.9 -60.8 +55.8 -59.9 +55.0 18ft -64.0 +59.0 -62.5 +57.5 -61.4 +56.4 19 ft -64.6 +59.6 -63.1 +58.0 -62.0 +56.9 -50.5 +55.5 -61.1 +56.0 20 ft -65.2 +60.1 -63.6 +58.5 -62.5 +57.4 -61.6 +56.5 22 ft -66.3 +61.1 -64.7 +59.5 -63.6 +58.4 24 ft 26 ft 28 ft -67.3 +62.1 -68.3 +62.9 -69.1 +63.7 -65.7 +60.4 -66.6 +61.3 -67.5 +62.1 -64.5 +59.3 -65.4 +60.1 -66.3 +60.9 30 ft -70.0 +64.5 -68.3 +62.8 -67.1 +61.6 33 ft 36 ft 40 ft 45 ft -71.1 +65.6 -72.2 +66.6 -73.6 +67.8 -75.1 +69.2 -69.4 +63.9 -70.5 +64.8 -71.8 +66.0 -73.3 +67.4 -68.2 +62.6 -69.2 +63.6 -70.5 +64.8 -72.0 +66.1 50 ft -76.5 +70,5 -74.6 +68.6 -73.3 +67.3 55 ft -77.8 +71.7 -75.9 +69.8 -74.5 +68.5 60 ft -78.9 +72.8 -77.0 +70.9 -75.7 +69.5 -62.7 +57.5 -63.6 +58.4 -64.5 +59.2 -65.3 +59.9 -66.1 +60.7 -67.2 +61.7 -68.3 +62.6 -69.5 +63.8 -71.0 +65.1 -72.3 +66.3 -73.5 +67.4 -74.6 +68.4 -54.0 -5 +49.5 + -54.9 -5 +50.3 + -55.7 -55. +51.1 +50.5 -56.5 +51.8 -57.3 -56 +52.5 +51.9 -57.9 -57.4 +53.1 +52.5 -58.6 -58.0 +53.7 +53.1 -59.2 -58.6 +54.3 +53.7 -59.8 -59.2 +54.8 +54.2 -60.4 -59.8 +55.3 +54.7 -61.9 +56.8 -62.9 +57.6 -63.8 +58.4 -64.6 +59.2 -61.3 +56.1 -62.3 +57.0 -63.1 -6" e -65.4 -6 +59.9 + -66.5 +60.9 -67.5 +61.8 -68.7 +63.0 -70.1 +64.3 -6 +51.0 +50.6 -56.4 -56.0 +51.6 +51.2 -57.1 -56.7 +52.2 +51.8 -57.7 -57.3 +52.7 +52.3 -58.3 -57.9 +53.3 +52.9 -58.8 -58.4 +53.8 +53.4 -59.3 -58.9 +54.2 +53.8 -60.3 -59.9 +55.1 +54.7 -61.2 -60.8 +56.0 +55.6 +60.2 -68 +62.3 -69.5 +63.6 +61.7 -68.9 +63.0 +61.2 -68.3 +62.5 -71.4 -70.7 -70.1 -69.6 +65.5 +64.8 +64.2 +63.6 -72.6 -71.9 -71.3 -70.8 +66.6 +65.8 +65.2 +64.7 -73.7 -73.0 -72.4 -71.8 +67.6 +66.9 +66.2 +65.7 +60.7 -67.8 +62.0 -69.1 +63.1 -70.3 +64.2 -71.3 +65.2 D ni m 0 z to a m Z cn O I--` COPYRIGHT FRANK L. BENNARDO P.E. REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tributa Area 5• Ft -ight 10 15 20 25 30 35 40 45 50 0 -10 ft -71.4 -68.5 -66.6 -65.0 -63.7 -62.7 -61.8 -60.9 -60.2 +53.3 +51.9 +50.9 +50.1 +49.5 +49.0 +48.5 +48.1 +47.7 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -73.7 -70.8 -68.7 -67.1 -65.8 -64.7 -63.7 -62.9 -62.1 +55.0 +53.6 +52.5 +51.7 +51.1 +50.5 +50.1 +49.6 +49.3 -74.7 -71.7 -69.7 -68.0 -66.7 -65.6 -64.6 -63.8 -63.0 +55.8 +54.3 +53.3 +52.5 +51.8 +51.2 +50.8 +50.3 +49.9 14 ft -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 15 ft -76.6 -73.6 -71.4 -69.8 -68.4 -67.3 -66.3 -65.4 -64.6 +57.2 +55.7 +54.6 +53.8 +53.1 +52.5 +52.0 +51.6 +51.2 77.4 -74.4 -72.2 _ -: -65.3 16 ft +57.8 +56.3 +55.2 +51.8 17 ft 78.3 -75.2 -73.0 + ' " = t • - • • : -66.0 +58.4 +56.9 +55.8 r +52.3 -79.0 -75.9 73.7 - ' + _ •'- �> ^+,67.5 -66.7 18 ft +59.0 +57.5 +56.4 - `? ,3 +52.9 -79.8 -76.6 -74.4 -7 . e x: .0° -'. ;.1 -67.3 19ft +59.6 +58.0 +56.9 +56.0 +542 +53.8 +53.4 -80.5 -77.3 -75.1 • -7 V= . • -: ..67.9 20 ft +60.1 +58.5 +57.4 c : +" '. 3.8 -81.8 -78.6 -76.3 -74 '"'..a X95• 69.1 22 ft +61.1 +59.5 +58.4 +57.5 +55.6 +55.1 +54.7 24 ft -83.1 -79.8 -77.5 -75.7 -74.2 -73.0 -71.9 -71.0 -70.1 +62.1 +50.4 +59.3 +58.4 +57.6 +57.0 +56.5 +56.0 +55.6 -84.3 -80.9 -78.6 -76.8 -75.3 -74.0 -72.9 -72.0 -71.1 +62.9 +61.3 +60.1 +59.2 +58.4 +57.8 +57.3 +56.8 +56.3 lal85.3 +63.7 -82.0 +62.1 -79.6 +60.9 -77.8 +59.9 -76.2 +59.2 -75.0 +58.6 -73.9 +58.0 -72.9 +57.5 -72.0 +57.1 30 ft 86.4 -83.0 -80.6 -78.7 -77.2 -75.9 -74.8 -73.8 -72.9 +64.5 +62.8 +61.6 +60.7 +59.9 +59.3 +58.7 +58.2 +57.8 87.8 -84.4 -81.9 -80.0 -78.5 -77.1 -76.0 -75.0 -74.1 +65.6 +63.9 +62.6 +61.7 +60.9 +60.2 +59.7 +59.2 +58.7 -89.2 -85.7 -83.2 -81.2 -79.7 -78.3 -77.2 -76.1 -75.2 +66.6 +64.8 +63.6 +62.6 +61.8 +61.2 +60.6 +60.1 +59.6 40ft -90.8 -87.2 -84.7 -82.7 -81.1 -79.8 -78.6 -77.6 -76.6 +67.8 +66.0 +64.8 +63.8 +63.0 +62.3 +61.7 +61.2 +60.7 45 ft -92.7 -89.0 -86.5 -84.4 -82.8 -81.4 -80.2 -79.2 -78.2 +69.2 +67.4 +56.1 +65.1 +64.3 +63.6 +63.0 +62.5 +62.0 50 ft -94.4 -90.7 -88.1 -86.0 -84.3 -82.9 -81.7 -80.6 -79.7 +70.5 +68.6 +67.3 +66.3 +65.5 +64.8 +64.2 +63.6 +63.1 55 ft -96.0 -92.2 -89.5 -87.4 -85.7 -84.3 -83.1 -82.0 -81.0 +71.7 +69.8 +68.5 +67.4 +66.6 +65.8 +65.2 +64.7 +64.2 60 ft -97.4 -93.6 -90.9 -88.8 -87.1 -85.6 -84.3 -83.2 -82.2 +72.8 +70.9 +69.5 +68.4 +67.6 +66.9 +66.2 +65.7 +65.2 DATE !NIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. " ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE 1. TABLES ARE INTENDED TO DEFINED AS THE CRITICAL USE OF CRITICAL CO 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE B CANNOT BE IDENTIFI 5. ALWAYS ROUND 6. CALCULATE THE TRIB THE SPAN LENGTH (HEIGHT) M THAN ONE - THIRD,,.... SP. OPENINGS ONLY- -K1 AREA OF AN OPE BE USED. ALWAYS RO _ TRIBUTARY AREAS TH' 1 B` SH D USE: ',WORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. ITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. , APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT T. LE VALUE OR CONSERVATIVE ASSUMPTION. E OPENING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS )..:,.- -..THE AREA BETWEEN STRUCTURAL URAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL TO THE LESSER TABLE VALUE. FOR LARGER RGEST PUBLISHED VALUE. MRH <_60' BASED ONKd =1.0 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE, GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2, DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY, 3, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING, THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4, THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. DING WIND VELOCITY, EXPOSURE, AND OTHER USE OF THESE TABLES AND CORES COEFFICIENTS LISTER_ -✓REIN BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8, EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. RRANTY FOR APPLICABILITY OF TABLE ER ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. TEM ORDINANCES. ITY OF THE HOST STRUCTURE. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF LEAS {®1 +' e.4W rIi s„ P,t- +)� �r 3• i °a RH, WHICHEVER IS SMALLICBVEDI OF LEAST HORIZONTAL DIMENSION OR 3FT (1 0 =- QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOM ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP•COM CERT OF AUTH #9885 DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, 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 Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 110058 -1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section renewal 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. ADVERTI;3EMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA No. 11- 1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Qov /development/ NOA No. 12- 0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 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- 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 and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, P.1. Product Control Section Supervisor NOA No. 12 -0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL -6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12- 0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 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. (.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. 7118° tAM1 idON': "(:465 ") CONSISTING (1) LITE OF ANNEALED 'GLASS PLUS AN :000 PVB TNTERL 1't Ft't7F'1iUPONT BUTACTTE'DR'SAFL"E)CIKEEPSAFE MAX/MUM 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) LITE OF 3/16" HEAT STRENGTHENED GLASS. A E. 13/16" LAMI IG NOM.1.840 ") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE 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 -04. ® B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -04. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, 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 FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL -4964, 5212 & 6664; ELCO ULTRACON NOA: 11.0406.01, 12- 0126.09; 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. 0-6 73 EXTERIOR a 9- 1/2" GLASS BITE 1/8" AN. OR _ HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 4- 1/2" G . SS BITE 1 94) EXTERIOR 3/16" AN. OR 3/16" HS. HS. GLASS GLASS .090 PVB INTERLAYER , �GLASSS (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/8" NOM. 7/16" NOM. GLASS STACK —.— GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 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 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT-STRENGTHENED TP, = TEMPERED 1/2" GLASS BITE i EXTERIOR 1/4" AIRSPACE 3/16" TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) 13/16" NOM. GLASS STACK 3/16" HS. GLASS 1/8" HS. GLASS 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 PRODUCT RENER�ED as complying ww;t1, the FMrii10 Building —. Acceptance No (Z - iate 1i I1 1 ram ada Product Control 0 Ic4 0 0 0 0 1 w w co D O w re d w 1- 1w-• w � N ES AND GLAZING DETAILS 0 rcCI 2 o oo 0 it H 0 D w CO N TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (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 8, C, D OR E 448IGHT X WIDTH XX WIDTH 68.79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37 1/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 - 71.4 +67,6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 - 70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP OX, XO, OXO, XXO, OXX & OXXO FOR THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 58 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 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 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +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° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +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" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES 1. GLASS TYPES: A. 3/8" _AMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/18' LAMI (3/16" A, .090 PVB, 3/16" HS) O. 7116,' A4A4 43/16" H.S, 1090 PVB, 311,6"44S) ® E. 1311" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" 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 = 109 1/2" 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 64 1/8" WIDE QR 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. EXAMPFES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 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. pRODUCT 2EN' "• " ao complyin6 wia, :r No Building Code I�-". /_ .02 Acceptance No G Expiration; . ,.. • U111:10,. r/7f Miami Dade Product Cant 0 0 8 0 1 ADDED GLASS TYPE E & Q LU w a Z %a) a 2 W 1- J W In 08 re 0 0 0 0 Z W cc LL < rc° to z0 •r- 0 LL In Z 0 ;r- a m m ttluurl Z . 0 a CO z )zr O- Z� N4. O zw 73 1/2" MAX. 36 3/4" - -- � MAX. - � SEE NOTE 4 OR XO "71 /2" MAX 95 3/4" MAX. HT. TYP. - -- 109 1/2" MAX. — 36 3/4" SEE NOTE 3- - 36 3/4" MAX. r MAX. # 11 103 E � 0 SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO 84 3/8" MAX. DLO TYP. 40" (TYP.) A X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX, DLO (TYP.) 143 3/4" MAX. 36 3/4" SEE NOTE 3 36 3/4" MAX. - -ter MAX. SEE NOTE4—' 95 3/4" MAX. (TYP) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" 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" DLO WIDTH = WIDTH -3 1/8" 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 314" WHEN ASSEMBLED TO MAKE X0', '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) (')X' DOOR = DOOR WIDTH/2 - 4.079) NOTE 4 /4" X. P.) PRODUCT RENEWED as complying with the Fonda /_ e� ,Building Coda L 12-0(�' 1(P -O(L. Acceptanee Date Miami Dade Product Contra) '7 N 0 Q r 1 W w 0) a(N1 N I o t1) 400 OI � 0 LL 0 CO Z 0 0 CERT. OF AUTH. #29296 • niur+ z: .z T o- J��S m w &: Q w� r:w "' �r ■O'Z� 0 � oz-.2 •,•5) Z 0,�, l / ' (n "; Er 1 • �I I E XAC. el ^1C 41 E f XINACT 1E t O SEE NOTE4—' 95 3/4" MAX. (TYP) 84 3/8" MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" 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" DLO WIDTH = WIDTH -3 1/8" 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 314" WHEN ASSEMBLED TO MAKE X0', '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) (')X' DOOR = DOOR WIDTH/2 - 4.079) NOTE 4 /4" X. P.) PRODUCT RENEWED as complying with the Fonda /_ e� ,Building Coda L 12-0(�' 1(P -O(L. Acceptanee Date Miami Dade Product Contra) '7 N 0 Q r 1 W w 0) a(N1 N I o t1) 400 OI � 0 LL 0 CO Z 0 0 CERT. OF AUTH. #29296 • niur+ z: .z T o- J��S m w &: Q w� r:w "' �r ■O'Z� 0 � oz-.2 •,•5) Z 0,�, l �� PRODUCT RENEWED as complying with the Florida ��(�� Building eNo Ai E„ Data Pa/ P.,. ` By Miami Dada Product Con' �� 40 J -_'- -- I� I �� EXTERIOR 60 INTERIOR MAX. ' INTERIOR ® if✓��i I, 6-0 O 2 II 37 EXTERIOR co �; OC CNA NI- Q 2 J w a I 141__ j, a AT HEAD /JAMB .O AT SILL /JAMB o Lo €o CLEAR - COLORED SEALANT : I _ 62 / I zo a 11 �O 63 6� MAX. MAX. MAX SIDE LITE HEIGHT DLO DOOR DLO ti 1 HEIGHT _ 01 IV �� EUmN U_O_ 00. °Z 2 4 ° • 30 -'0 lI� a SL VIEW G -G L CORNER ASSEMBLY lz•z ` ,,,,ltillit, ,, W � v�`�.'� �'•.J�y i a 4'. C."- --;<-- 2"- m -'"w • -`. Z '� �. z zni :.�-- •... .. oc• co , 4;. • 0-2) 40 O }'�I 1.489 — [L ^r1� �. cl �" DOOR SECT. A -A 13 I� SL SECT. B -B VERTICAL VERTICAL Q 49 MAX. 'XX' WIDTH I -.- 46 � z f Ir Mal - ii, " inC-7- \% 4 MAX. DLO ®36 'XX' SECT. C -C 5 MAX. DLO 1:1 31 `i HORIZ. 32 'X MAX. WIDTH 1 ]fliJINTERIOR / 46 21 I MAX. DLO � 'X' SECT. D -D 0 H O R IZ. EXTERIOR 0 67 SPACING, SAME AS MAX. SL WIDTH JAMB ANCHOR SPACING 1 (SEE SHEETS 7, 8 AND 9) MAX. SL WIDTH 1__'w_� ii. rr Li__ - ,_ DLO 66 . _LA. 'v SEE v 22 NOTES SL SECT. E -E 62 FOR TABLES 1 AND 2 AND h�MAX'. ON SHEETS 1 & 2 DLO APPLICABILITY SL SECT. F -F HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) ITEM DWG # PGT# DESCRIPTION A ® A ® ® ® A ITEM G # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 9.200 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9168 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1165 781PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 , ?6S2K42FP* 62 X :500 +4.4. ft. MS-5.S. •W/SILIO NEPATCM 136 84A 1€1641M eIDELFTE JAMB ADAPTER 8 9 995 996 70995 70996 GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) 67 I #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA, 85 +/ -5 DURO. 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X1/2" X 1" W /PSA, 85 +/ -5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 73 4222A 64222 6988 BEAD, 7/16" BEAD, 3/8" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY #32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 4067B 64067 BEAD, 13/16" IG 14 11001A 411001A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) 90 6DURAK14 1/4" DURASEAL IG SPACER 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) 16 11003A 411003A ACETAL SPACER (INHOUSE INJECTION MOLDED) 92 986 64986 BEAD, INTERIOR 20 915D 60380 .140 FRAME JAMB (OUTSWING) 93 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD), 65 +/ -1 DURO. 21 22 1010 6608 60300 66908M WSTP.,Q-LON .190 X .375 HIGH REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 94 LAZING SILICONE, DOW 899 OR 983 95 LASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 24 1048 71048 JAMB SCREW COVER CAP 97 (LASS, 7/16" LAMI -3/16" A, .90 PVB, 3/16" HS 25 930 41721N STRIKE PLATE INSERT 98 ¢LASS, 7/16" LAMI - 3/16" HS, PVB, 3/16" HS 26 1118 710X34PFA #10 X.750 PH. FL. SMS 99 .90 GLASS, 13/16" LAMI IG - 3/16" TP, 1/4" AIRSPACE, 1/8" HS, PVB, 3/18" HS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 103 .90 OFF -THE SHELF DEAD BOLT LOCK 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL .504 -+j [--.--j U U .360 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 36 37 1130 990 914A 6TRODA 7990NUTA 60379M 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL .055- .--{I -•.----1 C.® OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 47 1213 929 60200K 74UBLOK WSTP.,0 -LON .190 X .200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 2.750►1 ____1_ 1.000 b3_3/1/1/ ,.......... .../0.:;.:„, 48 1139 7634F #6 X.750 PH, FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 1 50 6R180FS RUBBER SLEEVE I 650 "i h� 125 TUBE MULL - 6063 -T5 - \�� Z • ti m �w 6' > a -_+� o • 4= • o : Z -w g 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS Z:Z .n 4. Q_j� r .' o . "' s. r ' z . gam' = a -•,.., �0 • • .•' �' • 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS r1.750 --#- 4.626 -- 1.750 1.750 - -1.750 1.480 �-{ 4.726 4.000 .062-- .062 - +- 4.100 3.000 4.675 4.675 4.100 PRODUCT RENEWED with �tJhe Florida Accq.t. Code I - ge51�. O� Acccptattce No r4J"/'yae /J D : fiJ� /G 1.620 complying i .250 --•.j �- 3% WEATHER STRIP CHANNEL 6063 -T5 Y CO 47 0.375 O 0 &0 I O DOOR FRAME, 2. 25 -. -.125 20 JAMB 6063 -T6 j Miaw Dade Product Contra DOOR PANEL SIDE RAIL 6063 -T5 to 0 z0 F'7- DOORFANEL INTERIOR ASTRAGAL 6063 -T5 3.655 3.111 1.400 .050-4.- FILLER HEAD ADAPTER 6063 -T6 -.558 .525 (1.578 { .890 HINGE 6063 -T5 TRUSS CLAMP O 3/8" GLAZING BEAD 6063 -T5 73 6063 -T5 -.172 A .050 7116" GLAZING BEAD 6063 -T5 3.100 3.000 1.479 1.272 5.459 5.212 6.085 4.586 CERT. OF AUTH. #29296 -� 1.489 2.980 3.000 i 2 CDOUTSWING THRESHOLD O SL HEADER , 6063 -T8 so 6063 -T6 3.100 SL SILL 6063 -T6 w z N m 2 7 HEAD ZONE "C" JAMB ZONE JAMB ZONE "A' SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZONE "F"ZONE-} I__ HEAD HEAD ZONE "D " ZONE D" I JAMB ZONE "A" OXO JAMB ZONE "B" SILL I SILL r ONE I SILL 1 ZONE-4 ZONE "F" E.. SEE TABLE 7., SHT. 9 NOTES: 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): 13 1/4" 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. I_ SILL ZONE "D" I ZONEL"D "_I SEE TABLE 4., SHT. 9 HEAD ZONE "D" JAMB ZONE "A" HEAD ZONE "E "" JAMB ZONE "B" 1 SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD HEAD ZONE "F " "ZOE E1 IZ E" ZONE "F" HEAD HEAD _1 ZONE D" 1 ZONE "E" JAMB ZONE JAMB ZONE "A" JAMB ZONE "B" SILL SILL ZONE "D" ZONE "F" SEE TABLE 7., SHT. 9 SILL I SILL ZONE "D" ZONE "E" SEE TABLE 6 , SHT. 9 HEAD HEAD ZONE EXAMPLE ZONE "E" 1 ANCHORAGE SOLUTION = MINIMUM JAMB ANCHOR LOCATION. — = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3 -7 ON SHEET 9. A �Z SILL 1 ZONE E ZONELF" ZONE L "F" I ZONE-{ SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4' DO(' DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) 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. * = ANCHOR LOCATION FOR EXAMPLE ABOVE A PRODUCT RENEWED as complying with the Florida Building code 1 O — O ' 02, Acceptance No J 6- v" - • io• Date I.711%1 • Mi ` Dade Product Co �q N 0 O In z 0 U O CAN rc ❑ U d 2 u) w F- J w ❑ In ces 0 0 ❑ U z w LL gQ ❑ to i O w mop 0) Z O 4Ew N 0 U z•Z Z : 2 J U r2 z • • r• ya • • • • . • ,(c a /,'' *u 111PR \ PRODUCT RENEWED as complying with the Florida •Banding Code p lance No�2-n,'l P ., 1rIIf y �,.L Mi Dade Product Con d TABLE 3. X DOORS ® TABLE 4. XX DOORS /6 (ALSO X DOOR OF XO & OX) TABLE 5. O SIDE LITE A TABLE 6. XO & OX /o\ TABLE 7. OXO, XXO, OXX 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. -_ & OXXO A GLASS TYPES ANCHOR TYPE &SUBSTRATE A, B, C, D, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C. D. E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D. E GLASS TYPES ANCHOR TYPE g SUBSTRATE A, B, C, D, E GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS A, 0, C. R E 2,3, WOOD 1.2, CONC 2.3, WOOD 1,2, CONC 2,3, WOOD 1,2. CONC 2.3, WOOD 1,2, CONC 2,3, WOOD 11,2, CON( LOAD ZONES DOOR WIDTHS DC'- 8850 TO 37.50 LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES X - JAMB "A" X - HEAD/SILL "C" T X - HEAD /SILL "F" (USE WITABLE7.) IX - JAMB "A" IX - HEAD /SILL "C' X - HEAD /SILL "P' (1TSE W / TABLE 7.) "XX " -- 47 .,76 TO 71.75 XX - JAMB "A" I XX - HEAD/SILL "D "(USE ALSO Wl TABLE 6.) XX- HEAD/SILL "P' � (USE W I TABLE 7.) XX - JAMB "A" XX - HEAD/SILL "D "(USE ALSO WI TABLE 6.) XX - HEAD/SILL "F" (USE W / TABLE 7.) A "- 40:75 TO 36.75 m a O 0- HEAD/SILL "E" m a 0 w = w ? 0 "XC'- 2550 TO 37.50 (O - JAMB "B" 0- HEAD/SILL "E" 7 = ? x X - JAMB "A" 0 - JAMB "B" O- HEAD/SILL "E" I X - HEAD /SILL "Cr '9("- 2560 TO 37.50 _ 47.75 TO 71.75 'to CD s 7 0 W 0 w ? 0 X,XX - HEAD/SILL "F" Y1 m to 0 - HEAD/SILL "E" X,XX- HEAD/SILL "F" I Woven By, J ROSOWSKI N e- p V' 0 I ANCHOR QUANTITY LOAD ZONE TABLES 1Trle: ALUM. FRENCH DOOR & SIDE LITES, IMPACT 0 WIDTH x HT. WIDTH x HT. WIDTH x HT. SIDE LITE WIDTH x HT. SIDE LITE WIDTH x HT. i O r c- 25.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.75 83.75 87.75 91.75 95.75 4 3 6 4 2 3 10,75 x 79.75 83.75 87.75 91.75 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 4 2 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTIiI 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE —OF APPLICABLE DOOR WIDTH 5 2 7 4 2 3 5 4 7 4 2 3, 4 1 4 1 4 4 2 2 4 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 Revwon, . ADDED GLASS TYPE E 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 !Sheet 90F10 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 27.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 83.75 67.75 91.75 95.75 4 2 4 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 CO S~ Z 6 2 7 4 2 5 5 4 7 4 2 3 4 2 4 2 4 2 4 6 2 7 4 2 5 6 4 7 4 3 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 2 4 29.50 x 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 55.75 x 79.75 83.75 87,75 91.75 95.75 5 4 7 4 2 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 li 4 3 4 3 4 3 4 3 19.00 X 79.75 83.75 87.75 91.75 95.75 4 3 44 5 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 4 r O 6 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 6 2 8 4 2 5 6 r 4 7 4 3 5 4 2 4 2 4 3 4 i Q ?CI 8 2 8 4 2 5 6 4 8 4 3 5 4 2 4 2 4 3 4 31.50 x 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 59.75 x 79.75 83.75 87.75 91.75 95.75 5 5 8 4 2 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 5 3 5 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 6 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 3 4 ri 0 6 2 8 4 2 5 6 5 8 4 3 5 4 2 4 2 4 3 4 F 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AUTH. #29296 6 2 8 4 2 5 6 5 8 4 3 5 5 2 4 2 5 3 4 7 2 10 4 2 5 6 5 1 8 4 3 5 5 2 4 2 5 3 4 33.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 3 63.75 x 79.75 83.75 87.75 91.75 95.75 5 5 8 4 2 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 2 4 2 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 5 3 6 3 6 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 4 \ 6 3 8 4 3 5 6 5 1 8 4 3 5 5 2 4 2 5 3 4 6 3 8 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 4 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 6 3 4 7 3 10 4 3 5 7 6 10 4 3 5 8 2 4 2 6 3 4 35.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 5 67.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 5 36.13 x 79.75 63.75 87.75 91.75 95.75 6 3 4 3 36.13 x 79.75 83.75 87.75 91.75 95.75 6 4 6 4 7 5 7 5 7 5 36.13 x 79.75 83.75 87.75 91.75 95.75 6 4 4 6 3 8 4 3 5 8 5 8 4 3 5 6 3 4 3 6 4 4 ,\Z(11.•`GENGE * ' No,5B7O5 ;�•G'►y�. w` STpE 2\ %,,,.0,<;* .,. FLOR‘?P' FSSION N, nnit A. LYNN MILLER P.E. P.E6 58705 6 3 8 4 3 5 6 5 8 4 3 5 7 3 4 3 7 5 4 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 7 5 4 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 7 5 4 37.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 5 71.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 5 36.75 x 79.75 83.75 87.75 91.75 95.75 6 3 4 3 36.75 x 79.75 83.75 87.75 91.75 95.75 6 4 6 4 7 5 7 5 7 5 36.75 x 79.75 83.75 87.75 91.75 95.75 6 4 4 6 3 8 4 3 5 6 5 9 4 3( 5 J 6 3 4 3 6 4 4 7 3 10 4 3 5 6 5 9 4 3 5 7 3 4 3 7 7 5 5 4 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 4 7 3 10 4 3 5 7 6 10 alL 3 5 7 3 4 3 7 5 2X WOOD BUCK, NOTE 2 - L. 1 3/4" 3.4 KSI MIN. CONC. FMIN E.D. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. UV MAX. ASH1M WOOD EXT. III ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/47_ EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 —1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. -----1./4" MAX. SHIM CONC. EXT. WOOD ANCHOR, ANCHOR NOTE 1 TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 (CMU) NOTE 1 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) DOOR HEAD (CONC) 1/4" MAX. SHIM jIJ • 7) 3/4" MIN. E.D. 1 3/4" TYPE 2 (CONC) 1 3/4" MIN. E.D. 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD EXT. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 SIDE LITE JAMB (WOOD) DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4" MAX. EXT. SHIM -NOTE 3 -1/4" MAX. 1 CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/4'' E "4 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SH1M CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM 'I1M1 IIIII1M11 I ■ 3.4 KSI MIN. CONC. - 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 318" MIN, ‘.:.. 1 3/8" TYPE 1 . ; '• 1 3/4" TYPE 2 1 3/8" MIN. 13/4" .^ .f. N .. 2X WOOD BUCK, NOTE 2 —.-Th'vlIN. E.D 3.4 KSI MIN. CONC -I 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) DOOR SILL (WOOD) NOTES: EXT. NOTE 1 1/4" MAX. SHIM 3/8" TYPE 1 34 KSI MIN. i 3/4 TYPE 2 CONC. 1314" MIN. E.D. SIDE LITE SILL (CONC) 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, 05 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" 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 BETVVEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. P12‘0.Dl.mplICTyinaRwENith EW it. ED . Florida Building Code EAdocecotanceDNo„ I C-rmari, • —a Miam Dade Product Co. 1- 0) uJ 0 z 0 -ct 0 z 1- w UJ 8 Csj 0 -J LU 0 w 0 1- 0 2 u; 05. 18 UJ LLI 0 u- • 0 O • I° O cf) 0 11— m 0 z w ce r_ u_ u- t� DEPARTMENT OF PERMITTING, 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.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact- 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /Dera/ MIAMI•DADE COUNTY APPROVED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW LOADING OF VERTICAL MULLION PW LOADING OF HORIZONTAL MULLION bto A. LYNN MIttgk‘P.E. FL P.8.8 58705 if 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 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. 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 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 sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 0819.05) 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 I. 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.I., approved on 05/26/11 and expi4ng on 05/26/16. 4 E -1 M ue Perez, P.E. Product ' nt - ' 1 Examiner NOA No. 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -114 ". 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 +60.0/-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 +1 -56.3 PSF AND WOULD NOANCHORS IN HEAD SEE FFNFSTR+TION 1 SEE ^FTAI1 S. .:_. US, 2X5 ANG- SUI °I, RLE. FOR T -IF REt UVF<x..� 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. ''� °`S »ONA� A. LYNNY /811 IR, P.E. FL P.E.# 58705 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRUG; SHEETS 23 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A.O.G,H; SHEETS 2-3 RF HORIZONTAL MULL LENGTH /SEE DETAILS A.D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH I- -- MULL LENGTH SINGLE MULLION OPENING WIDTH-1 SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 1 SEE DETAILS ATHRUG; SHEETS 2.3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E. MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BYPGT. I--- HORIZ. MULL LENGTH --1 OPENING HEIGHT FOR HORIZ. MULL 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'S 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. MULUONS 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 NOAS; 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. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE.7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL ". GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO IX & 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 .125 MULL SPECS...... 5 1 X 2 X .375 MULL SPECS 6 1 X 2.75 X .376 MULL SPECS 7 1 X 2.75 X.65 MULL SPECS 8 1 X 3.125 X .600 MULL SPECS 9 1 X 4 X.125 MULL SPECS 10 1 X 4 X .376 MILL SPECS.._11 1.25 X 3.188 X .285 MULL SPECS12 2 X 4 X.25 MULL SPECS 13 2 X6 X.25 MULL SPECS 14 1,28 X 2.11 X .125 MULL SPECS16 30° X 326 BAY MULL SPECS16 45" X 3.25 BAY MULL SPECS17 MULLION & CLIP DIMENSIONS 18 -20 EXAMPLES 1 & 2. 21 LOADING EXAMPLES 22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FP) 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 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS /FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS /FT') 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 VERT. MULLION CAPACITY. MULL LENGTH 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 IS MET. OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL'~ MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS /FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) 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 B) VERIFY THE DESIGN PRESSURE RATING (LBS /FP) FOR THE FENESTRATION PRODUCT 70 BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FP) 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. N J D O 10 m o Z 0 m0 PRODUCT REVISED as complying with the Florida Building Code Acceptance No P. 2,01 Expiration Date .JAi5C:7(COIG d. ,s , • y 13y Miam de Product \t11111 \o\‘ ff( LYNN (ERi�� // Qom; .k ND.5y8700 • /7 011!' W SS(aNP., A. LYNM'MILLEk),P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Pait# Mullion Std. Clip U -Clip Angle Clip 2" X 4" X .25" (13) 66602 686261M 668271M 6665112M 6.0C, -11-.125" FP STANDARD CLIP 6063 -T6 ALUM. TOP VIEW 4,668" 5.438" ---1 fr -.125• 9 U -COP 6063 -T6 ALUM. USED FOR T X 6" MULLION, SHEET 14 TOPVIEW 5.438'• 5,438" —1 1- -.125' 2X5 ANGLE CLIP 6083 -T6 ALUM. TOPVIEW ORR FL Ci21U';• IONA -," A. LYNN MILVER, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION MULLION DETAIL B: MULLION ATTACHED TO 1X 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 18 -10B SEE SHEETS js MIN 2.7 KSI • EITHER THE ! 18.20 FOR HOLE Q I I CONCRETE OR CMU EDGE STANDARD OR LOCATIONS I I I SISTSEET, OFFSET MULL EDGE SEE SEE TABLES CLIP MAYBE I n EDGE MASONRY 10-108 INSTALLED BY ' c ^ FOR WOOD I FOR MASONRY THIS METHOD a ANCHORS S SCREWS 250' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-108 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B + EDGE/END DISTANCE SEE TABLES 18-108 EMBEDMENT { BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. FRONT VIEW SIDE VIEW INSTALLATION NOTES: 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. EXTERIOR EDGE DISTANCE FOR — MASONRY ANCHORS EMBEDMENT • 1�.. � .. .. is .. - TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -10B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. O N N Ce 0 CO t0 PRODUCT REVISED as complying with this Florida Building Code Acceptance No Ex,iiation Date sy Mi Dade Product a,^ 1 111111111ii/,,'/ " o'1' LYNN Aj / /1� �/�' 2` 10E.NSF •..Q * : No 58705 - ST TE OF ‹6' • 7 P.L.ON..RA. A. LVI4 OM 11 P.P.E. FLNP.E.# 58705 1.000" I--- MULL:a \'',„ 62,63-T6 ALUM. X-SECTION • V 4, AT 1.00Cr 2.250" ' MAY UN.jSEID 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. .740" w-T 30 Degree (16) 45 Degree (17) I----.125" F " X 4' X .375" 0.757 Aluinlnurn Tube Mullion 120 6e.t11".23M 6Ee2421, 666515M 66649 N/A N/A N/A 6665110M 66650 N/A N/A N/A 6665111M •• 1!.0 L. 55 j C7FI e:iarr la, the Florida t, cola, Building Code 01 AE,ceiroanionee Na - Iwo 6 115 r Miami do Produe troll \ A. LYNKI'MILL6Fk: 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 10.108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR /--PER SUBSTRATE, SEE TABLES 10 -106 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 16 -106 .- - EDGE I DISTANCE SEE TABLES MIN 2.7 K81 CONCRETE OR CMU 18 -100 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. --i .125" MIN. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) VARIES TOP VIEW VARIES -I MULLION 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 -DREL MULLION AND USE SMS MULLION INTERSECTION U-CLIP EXTERIOR FRONT VIEW 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 16.108 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 18 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 18-108 M 10 J A >f z co A° z JY O PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex Indian Date By Miam 8 / I(0 t ade Product - w `711111110,,, \ NN` V.N. N. .1! M /Ie !i! /! �� •' 7CENS •'.F'P * No 58705 j 344 SATE F •\_�\ S A. LYN OM LLER, P.E. • FL P,E.# 58705 .375" MIN. •-"•j 1.000" H- ---� 1.00^" l —_ S.L09" .375" I MIN. 5" OFFSET CLIP .125 "HI--jr II 606T3 -T6 OPVIEW ALUM. 740„ I I 1 Q 0 --1 1.000" 1-- 1 "X3.125 "X,500" MULL ONLY SHEET 9 TOPVIEW --1 1.000` j F- 1.000' -1 Mull Dimension (sheet #) PGT Part # Mullion Std. Clip Offset Clip U -Clip Angle Clip L <:;C 0.45: 0.836 E .450 Min, )-- 1.75.5 " -H Tube Mullion A 2.000 1 "X2 "X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66507 666115M 6661120M 666245M 666513M \yJ NUi LS: 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. B 2.637 C 0.863 D 1,137 E .450 Mln. 1.813 1 "X3.125 "X .500" Alum Tube Mull 1.26 "X2.11 "X .121" Alum Tube Mull 0 n �xd PRODUCT REVISED s complyie5 with the Florida Iiuilding Code Acceptance No o ) E •.iretion' ate rho By i4 /.... Miami • ade Produut"CO /591111111 '3'10 STATE OF '''OS ONA1.- A. LYNN MILLER, 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 "X4'X.125 MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. ULUON O O O O TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -118 MULLION TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45 BAY MULL TOP VIEW TYP. ANCHOR /PER SUBSTRATE, SEE TABLES 12B OR 13B 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. EXTERIOR EDGE DISTANCE PER ANCHOR 'TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN- FIELD. EXTERIOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR 5 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28" X 2.11" X .125" MULLION. 2) SEE TABLES 18 -10B FOR ANCHOR QUANTITIES AND SHEETS 18 -20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR E ROpla&oft 4'( NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 113-11B FOR ANCHOR QUANTITIES AND SHEETS 18 -20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 1 0 CO MO Y a PRODD as comUCTREVISEldyia with Iho Florida Building Code Acceptance No -/' EE, ration Dale G,&�744.414 /I BY iIl„ �l� \\1111111 \\N \s LYNN MWC( " *i * : N0.58705 • `1 W= - : :- x' •'•..FOR ?b0P• O.- ��'�SSIONAL�' A. LY4I k iLLER,P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table (Ibslft0) Opening Width ((or veriicaly- spanning mullions) or Opening Height (for horizontally-spanning mullions) 50 in 601n 70 In 80 In _ - -. 90 in p 1001n 1201n 136 FIGURE 1: FIGURE 2: .1 l 230 }' 1 • !I Iw • 1 ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. 140 in 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 MLR LION CLIPS SHOWN APE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. +t, .L9c s;;b , ,,GE).S1' iiJCTURAL STLEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1001n - I 3.0 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 45° BAY MULLION PRODUCT REVISED as complyilding ing Code with the Florida Bu Accop!ancc No / 2.O Expiration Date :WM, By t a ,J! de P roducCCon_ t r 101111111/1,y, rly .Y N N 01 � c ' D . °1100 111 ' w, STATE Or !ON A\.,, A. LYNN/ MILL'ti`t, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table (IbsHt2) 1 x 2 x .125 Alum. Tube Mullion Opening W Irlth (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 501n 80 in 701n 80 in DO In 100 in 1201n 1401n 160 81 Rectangular Loading Trap✓TOSA9. Loading Rectangular Loading Trep/Trieng. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Tnang. Loading Rectangular Loading Trap/Thane. Loading Rectangular Loading Trap/Inane. Loading Rectangular Loading Tmp/Tdeng. Loading Rectangular Loaarq TradTriang. Loading Rectangular Loading Tmp/Tdang. Loading p 51 3 c r �1` E g 2. D i d F go ¢g 11 i s c in t ¢ I f ` 9 ¢z 1 a r` <a e l P¢ E ° i3 q £ Ic ` 3 _ Ia e ` E _ 3 g ` 8 ` rc b ^ S, ` i E ac `� ` E'38p g " E'i ■ .11 ` Ed 11 3'' d$ t d a A 42 in 111.9 409 129.5 332 83.2 408 115.5 325 79.9 408 107.8 321 89.9 408 104.4 919 82.1 408 104.0 319 55.9 408 104.0 319 48.8 408 319 99.9 408 104.0 319 35.0 408 104.0 319 481n 74.8 312 83.8 258 82.4 312 73.4 252 53.5 912 67.0 248 48.8 312 63.2 248 41.9 312 81.3 344 37.5 312 61.0 244 31.2 312 61.0 244 28.8 312 81,0 244 23.4 312 81.0 244 50.825 in 83.9 281 70.8 234 63.2 281 81.5 226 45,9 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.8 281 49.3 218 22.8 281 49.3 219 20.0 281 49.3 219 54 In 52.8 247 67.5 207 43.8 247 49.6 '202 37.8 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 28.3 247 38.4 183 21.9 247 381 193 18.8 247 38.1 199 18.4 247 38.1 193 601n 38.4 200 41.2 170 32.0 200 35.4 188 27.4 200 31.5 183 24.0 20D 28.9 180 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 158 831n 33.1 181 35.3 155 27.8 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 18.4 181 22.8 144 10.8 181 21.7 143 88 in 26.8 185 30.8 142 24.0 165 28.1 139 20.8 185 23,1 138 18.0 185 21.0 134 72 In 22.2 139 23,3 120 18.5 139 18.9 118 15.9 139 17.5 118 78 In 18.9 125 19.7 109 15.7 125 18.8 107 78 In 17.5 118 18.2 104 TABLE 1B ANCHOR CAPACITY Anchor Capacity Table (lbs) ADJUSTMENT FORMULA: ANCHOR CAP- „„,,,,,,, (DP„,„) X ( ) =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. Anchor Clip Patterns Substrate: 2,7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Motel Anchor T Type: 3/18" Elco lAlrecon 1/4" Eka Uurscon 5/16" Elea U9racon 3N6" Eleo Ulirecon 1/4^ 0001.111=m 1/4" SS Elco AgvroOator 5/18" Roo Ultmcon 114" SS Elco Aggreoator 010 Sleet Screw (05) 812 Steel SeroW (00) 812 Sled Screw (G5) Edge distance On): 1" 2 -1/2" 1" 2 -177' 3.1/8" 1" 2-1/2' 1" 2.1/2' 2" 3-tre^ r 0,48' 0.64^ 0.324^ Embedment On): 1 -3/4" 1-3/4" 1 -3/4" 1.3/4" 2' 1 -1/4" - 1 -1/4" 7 -1/4' 1 -1 /4" 1.1/4" 1-1/4" Y 1-3/8" 1 -3/8" (see note a) 2 Anchors a 4.75" Min, O.C. / Standard or Offset Clip (F19. 11: 390159 395 Is 450155 89015s 1644150 270159 250159 354159 740159 488 lbs 884150 1182 65 32e lbs 42595 560 lbs 4 Anchors a 1.15" MIS, O.C. / Standard (or Offset) Clip (Fig. 2): 480 (5, 700165 WA WA N/A 11/A 380 lbs WA WA WA WA wA 662 (58 945Ibs 11211 Ibs 4 Anchors 09 3" Min. O.C. / (2)206 Angle Clips / (Fig. 3): 780159 780 W9 880159 1580159 1898 lbs 540165 560 150 NIA 780 158 938160 880159 2384 lbs 652159 840 lbs 1120 150 2 Anchors (0 0.45" Min. O.C. / U.C4tp, Into 1/8' Alum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718155 1 Anchor / F-Clip (F/g. 5): 185 /b8 196 Ms 2251be 445159 822155 135154 140 Is 177150 370 Be 2341b9 332159 591 Ns 163 Ns 210159 280 ma 2 Anchors 09 1.15" Mtn. O.C./ F- Clip(Fig. e); 240155 35015s WA N/A WA wA 190159 WA WA WA WA WA 326155 420159 560 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: FIGURE 6: 0 • • • 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. --I 1.000" f-- r 2.000" .125" 1 "X 2' X .125" MULLION T. IMPACT - RESISTANT ALUMINUM TUBE MULLIONS Z A 0) O 2 PRODUCT /DEVISED as complying with the Florida Building Code Acceptance No 1_ Ex•iration Date \�\`i�`Z`0•'c EN Se !C`. - ._ , ∎ * * : No. 58705 ,"v -�'• � ii 3011 ;•'w; �1 '•. S7 TE OF •: �. '��.C� •..,FLOR(OP''�O. -/,„1/49,810-N- '/ /9,810NAL A. LYNN MILL�R, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (iba/ftz) 57 in FIGURE 1: FIGURE 2: IQI • • • Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 6010 �- 70 In 801n _ 901n 100 In J 120 In 1801n ANGLE CUP (FIGURES 1 -3) MUST BE USED IN PAIRS. Ica CMJ 77'..x• I .eel `1 j. SS Elcol #10S ee� e I TIT NIA 1 57 Its 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. ^-L1:7": CI IETE "<7y E ET C.0E7Y MACHINE E AND c GN AIN .NU7•ED HOLES. HOLES MAY BE DRILL ED IN ..::;GROUT -FILLS L. • r ; cEATEO ,.:. i 0• v 5', AL UMlN.JM ',HALL EL 5053 -TE 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. a,o i X I ANC. I MU. USE THIS F^ ANCHOR CAR.. I -0 OBTAIN THE 'ANCHOR �I;JK . IT MALL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 30° BAY MULLION 6 PRODUCT REVISED as By complying with the Florida Buitding Code the 2 Acceptance No i / / Minn, " ►ade 4rodact'Ca f I ( LYNN 58705 '.� 36)11 "Ni-9 )11 %�� STATE O i T �'.. FCOR10 ?•'' //„8 /ONAt. `1,‘‘‘ A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 2A Anchor Capacity Table (Ibs) Mullion Capacity Table (Ibs/R2) 1 x Alum. Mullion 2x .375 Tube Opening Width (for vertically- spanning mullions) or Opening Height (for larfzontaly- spanning mullions) 501n 60 M 70 In 801n 90 M 100 in 120 in 140 in 16016 Rectangular Loading TrapTrlang. Loading Rectangular Loading Trap/Nang. Loading Rectangular loarang Trap/Tderp. Loading Rectangular Loading Trap/Siang. Loading Rectangular Loading Trap/Td9l9- Loading Rectangular Loading Trap/Than9. Loading Rectangular Loading Tmp/Tdmrg, Loading Rectangular Loading Tmp/Tdang. Loading Rectangular Loading Trap/ rung. Loading 3.1/8" 2" ci i g ° 14 2 s ° rc$g��{ il Anchor Capacity Requi2a (las) 1.3/4" Archr Capecny Required Qba) 2" §t�1• tl ° . _ 2.. # ° a9: Imonion capacity Qb a d a fc r a 2c ° g$�( d $~ 2 Anchor Capacity Regaled (bc) it B ids I 3 B II i. 3 / $g <d lgt i5 f. $ i '2i1 ° it 21 Il g I& 6 d63 J f 42 M 1700 620 170.0 435 151.3 662 170.0 475 129.7 862 170.0 508 113.5 862 169.5 518 100.9 862 1856 617 90.8 682 168.9 517 757 862 168.9 517 64.9 882 166.9 517 66.7 662 188.9 517 4816 121.6 507 136.0 419 101.4 507 119.2 410 86.9 507 108.7 403 ' 78.0 607 102.8 399 87.6 557 99.6 397 60.8 507 99.0 396 50.7 507 99.0 396 494 507 99.9 398 38.0 507 99.0 396 50.82510 103.7 468 114.8 379 88.4 458 99.9 371 74.1 456 90.5 384 64.8 456 84.8 360 67.8 456 81.3 957 51.8 458 80.0 356 432 458 80.9 358 37.0 458 80.0 356 324 456 60.0 356 541n 65.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 63.4 400 67.3 318 47.5 400 64,0 316 427 400 62.3 314 no 400 61.8 313 30.5 400 61.6 313 26.7 400 61.8 313 e0 In 82.3 324 86,9 276 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 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 in 53.8 294 57.4 252 44.8 204 49.2 246 38.4 294 43.8 241 33.6 294 39.8 237 29.9 204 97.1 234 26.9 204 35.2 232 22,4 294 33.6 230 102 294 33.4 230 18.8 294 33.4 230 66 in 48,13 268 49.6 230 39.0 268 42.4 225 33,4 268 37.6 221 29,2 288 34.1 218 26.0 268 31.6 215 23.4 288 29.8 212 19.6 288 28.0 210 16.7 268 27.7 259 14.8 268 27.7 209 72 In 38.0 225 97.0 196 30.0 225 32.2 191 25.7 225 28.4 188 22,5 226 25.6 185 20.0 225 23.5 182 15.0 225 22.1 180 15.0 225 20.3 177 12.8 225 19.6 176 113 225 16.8 176 781n 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 1D.2 202 21.6 167 17.0 202 19.7 185 15.3 202 18.4 183 12.8 202 18.7 160 10.9 202 16.9 158 8.6 202 15.8 158 79 In 25.3 192 29.6 168 23.8 192 25,1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 188 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 901n 18.5 144 19.0 128 16.4 144 18.1 126 961n 15.2 127 15.8 113 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 955 Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18' 9100 UIt scon 1/4` Eton Ultracon 5/15" 9100 70,9668 3116" E100 Ultnron 1/4" E109 Utrecon 1Ag re ator A9greO8tor 5/16" con /80,9005 Ag re Eloo A98reGolor Screw Steel Screw(GO) Screw Steel Screw(05) 912 Steel Screw (G5) Edge Distance on): 1" 2 -1/2' 1" 2 -112" 3-1/8" i" 21/2' 1' 2.1/2' 7' 3.1/8" 2" 0.48" 0.54" 0.324' Embedment /0): 1-3/4" 1.3/4" 1.3/4" 0-3/4" 2" 1-54' 1 -1/4" 1 -1 /4" 1.1/4" 1114" 1 -1/4" 7' 1.3/8" 1.3/8" (bee note 4) 2 Anchor 4.75" Min. D.C. / Standard or 011se1 GIp (Fig. 1): 380159 390168 450 Ms 890189 1844188 270189 280 Ibs 354188 740189 488 Ibs 664 059 51622188 326159 420188 560158 4 Anchors ED 1.15` Min. O.C. / Standard (or OBest) Clip (Fig. 2): 480189 700 Ibs WA WA N19 WA 350 Ibs WA WA WA WA WA 852 1b6 840188 1120 059 4 Anchors 0 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 /5s 780 Ibs 880168 156016s 1896188 540169 560108 WA 7601bo 936 Ibs 850 Ibs 238418a 652 Ms 840 Ms 11201bs 2 Anchors 8$ 0.45" Min. O.C. I U -Clip, Into 1/8" Alum. (Fig. 4): N/A WA WA WA WA WA WA WA WA WA WA WA WA NIA 7181be 1 Anchor /F -Gip (Fig. 5): 195188 195188 225169 445184 822188 136 Ms 140168 17716s 370188 23415, 332 Ibs 591169 183159 210168 280I5e stnrc. cne 2 Anchor. @ 1.115" Min, 0.0/ F -Clip (Fig. 8): 240168 350189 WA WA WA N/A 190 Ma WA WA N/A WA WA 325188 4201b8 560168 USE THE SAME t,NCHOR 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: (09w)X ANCHOR CAP.,„.„,....) ANCHOR CAP.,,,. MULLION 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 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. --1 1.000" I-- " X 2' X .376" MULLION X 2 X .375 MULL SPECS c0 2 O 00 05 N c0 O 1 Y 3 O m0 PRODUCT REVISED es complying with the Florida Building Code Acceptance No Eo,'ratis. Date .SRi<fV4 By 4,/,/.. -.- �! %,� Miami n\\11111/1//4/''i ON'( LYNN M /(6 / .�•��'' • •�}GENS6. ' •, F,P * No. 58705 '�O •'. ST�A( E °OF FS /ONA1- A. LY4114MILL R, P.E. FL P.E.# 58705 TABLE 11A 501n ) 80 In R ... n 1 T is g Reo.engulm j d Mullion Capacity Taiga (1b6182) Opening Width (for verticaly- spanning mullions) or Opening Height (for horizontally- spanning mullions) 70 In 80 In e0 in 100 in 120 in rap!Idang. g Recfang cIer Trapirnenc. Rectangular _a^'ng Lopping TrapITrang Loaccp FIGURE 1: • • • • ANGLE CLIP MUST BE USED IN PAIRS. Trepadang Lan[ ng Reef nc ul 1401n Trep/Tnang Rectangular I pad ng Loading Trap/Meng. Loading 60 In PectangtI Loading Trep /Tlieng. Loading a CMU 1 Meta! C _ ' Seel P12 Steel TAFL_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 (C MU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 50. OF 0.55. ALUMINUM SHALL BE 6063 45 AND BE A MINIMUM OF .125' EEL S'_.1' ;- GRACE d A? I' CAUGE). STRUCTURAL STEEL TO BF AT 1Cr - lz` ` EAST I .,•,,,,,, (CP•,)X ANCHOR CAP \ ) ," ANCHOR CAP., MULLION CAP o. F-- 1.266 " -1 1.26 "X2.11 "X.125 "MULLION 3 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ea.t t#y ratio 83606 �!>c !%� • 4O Miamle FrodaGy tlCon ••l, \1` �ON� N N M��i ' y1GENSF STA E OF '''S/ON AL A. LYNN i00.`.1114, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (Ibs/t2) 1 x 2.75 X .375 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 501n 80 In 701n 60 in 90 M 100 in 1201n 140 In 160 M Rectangular Loading Trap/Trlenp. Loading Rectangular Loading Trepfrieng. Loading Rectangular Loading Trep/Trianp. Loading Recianguar Loading Trap/Mang. Loading Rectangular Loading Tmp/Tdang. Loading Roctangular Loading Trap/Mang. Loading Rectangular Loading Trsp/Tdang. Loading Rectangular Loading Trap/Tnang.. Loading Rectangular Loading Trep/T4eng. Loading 1g 31 Ii. 11 1 5w Z$ $ 1_ < �' ` �11g� a 8 F 1 - p 8 .' i 1.1 P Al a <z A 114 P 3 S g g 3 _ A /. S o: g 3 1 .cg _ A - E is c9x' d,F P 3_ i_ i• 3= 8 rc 3_ Sc _ .1i a x ;- F 1 ' S a f If B c ' pl 1 P 7 I# # 5 n � i £ _ p 6 _ � 11 <rc 35 1 g i _ 0 J 2 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 902 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 1700 521 481n 1700 706 170.0 524 170.0 860 170.0 684 1700 992 170.5 830 170.0 1133 170.0 661 151.8 1139 170.0 877 138.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1130 170.0 6130 86.4 1139 170.0 890 50625 In 170.0 747 170.0 583 170.0 898 170.0 631 167.8 1092 170.0 884 146.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.9 1032 170.0 758 83.9 1032 170.0 766 73.4 1032 170.0 756 54 in 170.0 797 170.0 612 181.3 907 170.0 691 138.2 907 189.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.8 907 140.0 709 89.1 907 140.0 709 60.6 907 140.0 709 801n 141.1 736 151.5 825 117.6 735 130.3 811 100.5 795 116.0 699 88.2 735 1082 590 78.4 735 99.5 683 70.5 796 95.1 578 68.8 735 91.8 574 50.4 736 91.8 574 44.1 735 91.8 574 83 in 121.9 866 190.0 570 101.8 866 111.5 557 87.0 869 99.9 547 76.2 566 9, 538 67.7 868 53.5 531 60.9 668 79.8 528 50.8 886 75.8 521 43.5 886 75.6 521 38.1 686 75.6 521 68 in 106.0 8D7 112.4 522 88.3 807 96.1 511 76.7 807 85.0 501 68.2 607 493 58.5 607 71.5 486 53.0 807 97.8 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 807 62.7 474 721n 81.8 510 85.8 443 68.0 510 73.0 434 (787...")515 64.3 428 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 76 In 89.4 458 72.5 400 57.8 468 61.7 392 49.6 458 54.1 985 43.4 458 48.8 378 38.6 458 44.6 373 34.7 468 41.6 368 28.9 468 37,7 382 24.8 458 36.0 359 21.7 458 367 358 781n 64.2 435 47.0 381 59.5 496 66.8 373 45.8 435 49.8 368 40.1 436 44.7 380 35.7 435 40.9 355 32.1 435 98.1 351 28.8 495 34.4 344 22.9 435 32.6 341 20.1 495 32.2 940 90 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 26.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 11.9 327 19.3 258 96 M 34.4 287 95.4 257 28.7 287 29.9 252 24.8 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.9 237 19.4 287 18.6 232 105 in 24.2 227 24.7 205 20.2 227 20.9 201 17.3 227 18.0 198(767')227 16.0 195 111 In 22.3 215 22.7 194 15.6 215 19.1 191 15.5 215 18.6 188 1201n 17.8 184 17.9 167 TABLE 3B ANCHOR Anchor Capacity Table (Ibs) CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,",,,,,,,, AncRwClip Patterns Substrate: 2.7k Concrete 3.Sk Conn Hollow CMU Filled cMU PT Wood Meta =ANCHOR CAP.,,,,. (DP „ ") X { ) MULLION CAP.,,,,,,,,,,, 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. Anchor Types 3/76° Elco UlUewn 1/4" Elco UBracon 5/16' Elco Dt`aCO" 9H6" Elco Ullmcon 1/4" Elco Ullman 1/4" SS Elco A ggreGator 5/16" Elco Ullracon 1/4" SS Elco A0 ssOslor 610 Steel Screw (05) 512 Steel Screw (06) 012 Steel Screw 105) Edge Olslgnce (In): 7" 2.112" 1" 2-1/2" &t /e" i" 2.117 1" 2.1/2" 2" 3.1/6' 2` 0.46" 0.64" 0.924^ Embedment (in): 1.3/4" 1 -3/4" 14/4" 15/4" 2' 1 -1/4" 1.1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2' 1 -3/8" 14/8" pee note 4) 2 Anchors a 4.75" MM. O.C. / Standard or Offset Clip (Fig. 1): 990166 390 Ibs 450166 890 !be 164415. 270 Ibs 280166 3541bs 740166 46615. 684 ms 11821be 328 Ibs 42016. 560 Ibs 4 Anchor. ® 1.16" Min. 0.0 / Standard (or Offset) Clip (Fig. 2): 48015. 700 Ibs WA WA WA N/A 380 Ibs WA WA 5.A N/A WA 852 Ms 840169 1120 /66 4 Anchors 10 3" Min. 0.G. / (2) 2x6 Angie Clips I (Fig. 3). 780166 783 lin 060 Ibs 1580139 1898 des 540113s 56515. WA 760166 938 ros 88015. 2364166 85215. 840 9)9 1120166 2 Anchors 80 0.45" Min. O.C. / U -Clip, into 1/8" Alum. (Flg. 4): WA WA WA WA WA WA WA WA WA N/A WA WA WA WA 71810.1 1 Anchor / F-Clip (Fig. 5): 195 Ibis 195 1be 22516s 446 )3s 822 (66 135166 140 Ibs 17716s 370168 234 169 332166 591166 16315. 21015. 28015. 2 Anchors /51.15" Min. O.C. /F -Clip (Fig. 8): 240168 3501be WA WA WA •/4 19015. N/A WA WA WA WA 32669 420166 660136 USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • O O • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 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" .375" 1 °X 2.75' X .375" MULLION S K 0 W 0 (n -J 7 U) 1- M X h N X N O CO 1 gz O Z 0 PRODUCT REVISED 95 complying with the Florida Building Code Acceptance No -I:r E pirationbate SUP7n1`J8 BY ri 7_ Miam Dade Product a, 0011111111 / wi LYNN *. .•.* nn No.58705 '' //,`S E /ON ,. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 10A 208 x.25 Alum. Tube MuIrrn 0) -6 108 in 50 in Rectangular Loading 170.0 1317 170.0 Mullion Capacity Table (Ibsift2) Opening Width (for vertically-spanning m Traparierg. Loading 60 in Rectangular Leading Trap/Trieng. Loading 7/33 1232 170.0 1700 170.0 700 Rectangular Loading Trap/Triang. Loading 80 in l(OnS) or Opening Height (for hOr(zontally-spann'ng mullions) 90 in 100 in 120 in 140 in 160in Rectangular Loading 1434 1/00 1953 170.0 ! 1622 170.9 2267 15 170.0 1409 170.0 2550 1551 1700 31,10 170 Thiptrriang. Rectangular Loading Loading TS!! 0 Trap/Tnang Loading Rectangular Loading 119apThiang. Loading Rectangular Loading Trap/Tdang. Loading Rectanguiar Loading Trap/Trlang. Loading A' 3 Rectangular Trap/Triang. Loading Loading ' 0 3 173 '.30 333 171.. 3 .1-3 . . 3..33 17C 0 1705 vac 2703 11,33 1 --1110 1737 3223 170.0 1777 170.0 56/5<1700 1788 ,-)n i 103, 3 1 233'. 1 170 C 11101 11 -173 0 1 2733 120.3 1 131E 170.0 170 0 [ 2,20 11 155.0 3413 170.0 2273 138.5 3413 170.0 2361 1 /30 1 1794 170.0 2552 ' 170.0 1052 1733 2622 1700 2095 160.0 3199 170.0 1 23313 1 137.1 31.35 166.6 2170 120.0 3199 150.1 2428 170.0 2078 I 164.8 2791 1700 2271 148 3 2751 1610 2333 123.6 2781 140.4 -30.3 0 2791 125.9 2234 92.7 2781 1 116.0 2190 ssj 1!.-50 46.2 1 6-.1 1264 I 4441] 1203 A!" 6 n inn, 62 37,0,3 . ; v; 220 .0,0,3, CI: 05 (0 Ij, 2.1. 7E6, Ins 791) lus /90154 1560 lbs 1996154 . 540/54 .. . . 565) Ins . , N/A - • 76018o - 925/54 An 980/60 1.-A 2364 lbs )224 2..) 652 lbs -,12-nn ins 840/60 2in). na 1120160 6 Anchors @ S' Min. 0.0. / (2) 205 Angs Clips (Fig. 6): 12 Anchors " 1560 Rs 1560 /b8 1360(60 3120160 3702/65 1080 lbs 1120 lbs N/A 1520/60 1872 lbs 1760/60 4725 lbs 1304 tbs 180055 224065 Min aa / (2)20665610 Clips (Fig. 7). 4 Anchors 1680168 010068 1440Ibs 3790158 N/A N/A 132066 N/A 1500 I/o N/A N/A NIA 1956 lbs 252068 3380160 @ 1.34" Mtn. O.C. / 3-0(10, into 1/6" Alum. (Fig. 8): 6 Anchors N/A NIA NIA NAA N/A N/A NBA N/A N/A N/A N/A N/A NIA N/A 1432/65 @ 0.64" Min. 0.0. / U-Clip, into 1/6" Alum. (Fig. 9): 91/6 14/A N/A 14/4 N/A 746 N/A NM 14/6 N/A N/A N/A N/A N/A 2564 ibs 2 Anchors @ 4.69" Min, 0.C. I F-Clip (Fig. 10): 390(60 39060 450 lbs 890 lbs 153216s 270 lbs 2801/14 35461 740 lbs 488/65 552 lbs 1182/68 32660 42065 600186 4 Anchors @ 1 71" Min. O.C. I F-Clip (Fig. Il) i 590/60 70060 60960 129960 N/A N/A 47065 N/A 633160 N/A 14/4 NIA 652 lbs 840/50 112060 FIGURE 1: • o o o 0 50 0 O 000 FIGURE 5: • FIGURE 2: FIGURE 3: • Go • • 0 0 0 0 0 FIGURE 6: • • • FI0URE FIGURE 8: FIGURE 9: FIGURE 10 • FIGURE 7 • • • • • • • • • FIGURE 11: TABLE NOTES: • • • ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. . 11 YIELD A MINIMN, ANChOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" 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. '1; ION AND :,"L!: LION 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 606345 AND BE A MINIMUM 07 .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. 2" X 6" X .25* MULLION z 0) 64 CO Z PRODUCT REVISES) 45 0018/712059 with the Florida BuildiOg Code ,8196 fat:: e vNa1o5 0 .0/ /411 01? !1 " Miami ode Product CoOtroil, "limo ,liv kize .. No. 56705 • - ▪ : - : ST ofRE A. LYNN M1_ IL ER, P . E. ," FL P.E.# 58705 TABLE 4A Mullion Capacity Table (Ibs/ft2) 1 X 2.76 x .650 Alum. Tube MuNion Opening Width (forvert(caOy- spanning mullions) or Opening He ght (for horizontally-spann rg mullion) 501n 801n 7016 80 in 80 In 100 in 1201n 14019 150 in Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loadhlg 0801 filar Loading Trap/Nang. Loading Rectangular Loading Trap/Mang. Loading Re0tangulr Loading Trap/Tdang. Loadng Rectangular Loading TrapTiang, Loading Rectangular Loading TrapTian9. Loading Rectangular Loading Trap/Trian9. Loading Reclargubr Loading Trap/ldang. Loading a' _ a�� 3.1/5" _ g d m2 sue- Anchor Capacity Regried Ohs) yg' ci 5 Ig z' ig ci` $ it g' ti_ i e- F• S` g 1" arr ,133. ci_ 3B. Pi I. 1 _ 4. ao: & r� fo a r3` 1 arc cR s IA a_ g�` 9 ¢ s• .i s a a _ 1 Io ` 15 arc r ri_ gam- rr` rc ci_ s 1 ii Al arc 13 ci 51 3. -3g$s rS_ II 6 3. Anchor Capacity Required (ibs) 6 f a IA la a _ IN so J. as Mull Length 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 1700 008 170.0 992 1700 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 158.7 1620 170.0 521 138.8 1620 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 1275 170.0 877 170.0 1417 170.0 680 141,7 1417 170.3 880 121.5 1417 170.0 680 108.3 1417 170.0 880 50.6251n 170.0 747 170.0 583 170.0 896 170.0 831 1700 1046 170.0 684 170.0 1195 170.0 723 182.8 1268 170.0 747 148.3 1268 170.0 758 121.9 1286 170.0 756 104.5 1288 170.0 758 01.4 1286 170.0 758 54 in 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 159.7 1130 170,0 803 133.9 1130 1700 837 120,8 1130 170.0 858 130.5 1130 170.0 881 86.1 1130 170.0 861 75.3 1130 170.0 881 801n 170.0 885 170.0 701 146.5 915 182.3 761 125.5 915 144.5 748 109.9 915 132.3 735 97.6 915 123.9 7213 87.9 915 118.5 720 73.2 915 114.4 715 82.8 915 114.4 715 54.9 915 114.4 715 63 in 151.8 830 161.9 710 128.5 830 138.9 894 108.5 830 123.2 881 94.0 890 112.2 1370 84.4 830 104.6 662 75.0 830 99.4 656 83.3 830 94.5 849 54.2 830 94.1 649 47.4 830 94.1 649 136 In 132.1 757 140.0 650 110.0 757 119.8 636 94.3 767 105.8 820 82.5 757 981 814 73.4 757 89.1 608 86.0 757 84.2 800 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 72 In 101.7 636 1088 552 94.8 838 91.0 540 72.7 8236 80.1 530 83.8 838 72.2 521 58,5 838 86.5 514 50.9 838 82.3 508 42.4 838 57.2 500 38.3 838 55.3 497 318 638 55.2 497 761n 88,5 571 90,4 498 72.1 570 76.8 48B 8. 571 87.4 479 54.1 571 60,8 471 480 571 55.5 484 43.2 571 51.8 459 36.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 78In 80.5 642 83.4 474 68.7 542 70.8 495 57.1 542 82.1 458 50.0 542 65,7 449 44.4 642 51.0 442 40.0 642 47.5 437 33.3 542 42.0. 429 28.8 542 40.6 425 25.0 542 40.1 423 901n 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 363 349 28.9 407 32.1 338 28.0 407 29,8 334 21.7 407 29.1 327 10.9 407 24.1 322 16.3 407 23.0 319 9616 42.9 358 44.1 320 35.8 355 37.2 314 30.7 358 32.4 359 28.8 368 28.8 304 29.8 358 28.1 300 21.5 358 24.0 296 17.9 958 21.0 289 15.3 358 19.2 284 108 in 30.1 283 30.8 255 25.1 283 25.8 251 21.5 283 22.5 247 18.8 283 18.0 244 18.7 283 18.0 240 15.1 283 16.5 237 111 In 27.8 287 28.3 242 23.1 257 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 16.4 267 113.5 228 1201n 22.0 229 223 209 103 229 18.8 205 15.7 229 18.2 202 E4 Anchor Capacity Table (Iba) Anchor Clip Patterns Substrate: 2.78 Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor T Type: 3118`Elco Ullrrpn 1/4" Ultrawn 6/18' Sao UOra008 3/18 "Elw tglrecon 7 /q "Elw Ultracon 114" SS Eko AOgreGatar 5116" Elco U9recon 1/4" 05 Eico AggreGaIor 910 Steel Screw (05) 612 Steal Sew (G5) 812 SIee1 Screw (05) Edge Distance O: 1" 2.1/2" 1" 2 -1/2' 3.1/8' 1" 2-1/2' 1" 2 -1/2" 7' 3.1/5" 2' 0.49' 0.54" 0.324" Embedment (In): 1-3/4" 1.3/4" 1-3/4" 1 -3/4" Y 1 -1/4' 1 -1/4' 1.1/4" 1 -114" 1 -1/4" 1.1/4" 2" 1 -3/6' 1.3/8" (sea note 4) 2 Anchors 32 4.75" Min. O.C. / Standard or Offset Clip (Fig. 0): 390109 390 Ibis 4501bs 890 Iba 1844 Iba 2701b. 280159 364164 740154 468159 684154 1182154 326 Ms 420104 5601es 4 Anchors ® 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480154 7001bs WA WA WA WA 380158 WA WA WA WA WA 6521bs 01 1120 Iba 4 Anchors 69 3" Min. 0.0.1(2) 245 Angle Clips / (Fig. 3): 700 Ibs 780 Ms 680104 1500159 1896164 540 ba 660 Ibs NIA 760154 938154 680 Iba 23134164 852109 0 1120 Ms 2 Anchors 0.45" Min. O.C. / U-Clip. IMO 1/8' Alum. (Fig. 4): WA WA WA WA WA WA N/A WA WA WA WA WA WA 718154 1 Anchor / F -Clip (Fig. 5): 1951b6 195 Ms 225159 405 60 822 Ibs 135154 140154 177166 370154 234 Ms 333 Iba 591 Ms 163154 210 164 280 )58 2 Anchor. 69 1.16" Min. 0.CJ F -Clip (Fig. 6): 240Iba 360 (6s WA 04/5 WA WA 1901ba W5 WA WA N/A WA 329154 420154 560104 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: 0 • FIGURE 6: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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 0.55. 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--- 1' X 2.75" X .850' MULLION (2) 2 0 MPACT - RESISTANT ALUMINUM TUBE MUL (n U w (n 18 2 m N j0 PRODUCT REVISHi) 09 complying with the Flora* B uilding Code Acceptance No Ex.imtio14Da4e •4;v • , ✓ M Mi: • '.9adeBmrdkt' /5/111111 /1, N.( LYNN 4 0, 2•••' • ' No. 58705 IL tar` �� •, ST EOe " •: •�tC/�� A. LYNff �ILI I�R, P -E. FL P.E.# 58705 TABLE 9A 2x4x.25 Alum. Tube Mullion 501n Rectangular Loading TrapRrian9 Loading 60 In Rectangular Loading Trap/Tnen9 Loading Mullion Capacity Table (Ibs /ft2) Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally- spanning mullions) 70 in 831n 90 In 100 in 120 to Rectangular Trap /Tdan9. �� Rectangular Trap/Trian9, Loading Loading Loa in9 Loading Rectangular ceding Trap/Tdan9. Loading Rectangular Loading Trap/Tden9 Loading Rectangular Loading a Trap/Tdang Loading 140 in Rectangular Loading Trap/Mang. Loading 160 in Rectangular Loading Trap /Tdang. Loading 17 1 170.0 1 ' 75 in ,70 ,0 • 1151 170.0 957 17000 1391 170,0 i8 9381ba 1404 Ibs - - -- , -•; - '; - 11201bs 1120 lbs 16801164 :._' -; lci6 1:` --0 Anchors (rg 1.34 Min. O.C. / U.CIip, into 1/8" Alum. (Fig. 7): 6 Anchors 0.64" Min 13.5 5660 161.8 1558 109.1 1960 154.0 WA N/A 1056 929 1960 152.7 1531 1116 170.0 1611 170,0 1260 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 1500 1 114.5 1861 147.3 1473 98.2 1861 139.8 1459 86.9 1881 1328 1454 90 in 170.0 1328 173.0 1144 149.1 1358 1560 1215 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.8 1147 74.5 1398 890 1122 83.9 1398 82.7 1105 55.9 1398 705 1096 96 in 147.4 1229 151.5 1098 122,8 1229 127.8 1079 105.3 1229 111,2 1081 92229 98.9 1044 81.9 1229 89.6 1329 73.7 1229 82.4 1018 81.4 1229 722 993 52.7 1229 65.9 977 48.1 1229 62.1 967 108 in 103.5 071 105.8 877 86.3 971 89.0 862 74.5 08.1 971 919 77.2 70.9 849 806 `4.7 59.6 971 919 88.4 62,9 837 704 57,5 63.0 971 919 61.8 56.7 825 784 51,8 47.7 971 919 56.5 51.8 815 774 43.1 1 39.7 971 919 49.0 44.8 798 758 37.0 34.1 971 919 44.0 402 782 742 32.4 290 971 919 40.8 37.1 771 732 111 in 95.4 7, n , 919 766 07.3 7.5 632 716 75.5 919 91.9 019 lit '^ 1 F OR 92.9 64.5 775 55,9 786 55.5 995 472 765 43,4 655 41.9 786 44,4 677 , 37,7 7E6 47.5 699 31.5 796 34,9 853 27.0 766 31,0 641 236 786 26.4 631 �;- 23 27.' `c'- ...� c" �0 .�5 c`.4 cis • z =.8 5cF � ', 4>4 X8.2 8c.6 10,6 554 16.8 .. 17.2 ,,,, 137 590 75.5 448 Arc- a' Mm. C.G. 1 (2i 2xz A �',e 5176 6 11707 5401o�s 810 Ilia ii 5601b5 8401164 WA WA 760 Ibs 1140Ibs i8 9381ba 1404 Ibs 880 1164 1320 Ibs 1•86, 23841164 35461164 652 lbs 6521bs 9781164 1407 6 840 YIn 128016s 11201bs 1120 lbs 16801164 1170104 10207 1560 0 Ibs Ibs 1896 Ibs 2844 Ibs Anchors 3" Min, 0.C. 12 295 Angle Clips g, ) () (Fig 6): 3 Anchors (rg 1.34 Min. O.C. / U.CIip, into 1/8" Alum. (Fig. 7): 6 Anchors 0.64" Min N/A N/A N/A WA N/A WA WA WA N/A WA N/A N/A WA WA 074 lb g O.C. / U -CII9, Into 1/8" Alum. (Fgt. 8): N/A WA N/A 51/0 N/A NIA 11/6 WA N/A N/A N/A WA WA WA 214 Ilae 2 Anchors a 2.68" Min. O.C. / F-Clip (Fig. 0). 370 ibs 3701164 3151bs 743 Ibs 712 Ibs N/A 2801bs WA 3461164 N/A 440 Ibs WA 328 Ibs 420 195 560194 3 Anchors (41.71" Mln. O.C. / F -Clip (Fig. 10). 3901169 390 the 340 Ibs 780 Ibs 9481164 _ 272lbs _ 2801164 WA 380154 468104 440 Ibs 11821164 3261164 420164 560184 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 0 0 0 o • FIGURE 5: • 0 0 0 • • • 0 • 0 • • • • • • • • FIGURE 6:;`;',- • • • FIGURE 7: FIGURE 8: FIGURE 9: o• E o� • FIGURE 10. 0 0 00 00 • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED /N THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT 92 P M ULA: v (ANCHOR `R CAO. \ 'i..? CA'. USE THIS FORMULA 00 OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE 0 /'PVIA V,!'7F'd IT le 10WER THAN THE MULLION 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. W000 SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM 09 .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 " - � • d 91 Q I- • J Q CO - a) &5 04 fx O x • < d . Z N E z W N 10 in a O PRODUCT REVISED as cosnptymg with rite Florida Building Code , Acceptance No E pirations0ato 2" X 4" X .25" MULLION TABLE 5A Mullion Capacity Table (lbs/ft2) 1" x .500" Tube 3.125" x Alum Mull Opening Width (for vertically- spanning mulaons) or Opening He ght(forhorizontally-spanning nn (ons) 50 in 60 In 70 In 80 In 901n 100 in 12001 1401n 180 in Rectangular Loading TraplTrtang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Irking. Loafing Rectnnautar Loading TrapIriang. Loading Rectangular Loading Tmp/rlang. Loading Rectangular Loading Trep/Trlarg. Loading Rectangular Loading Trep?den9. Loading Rectangular Loading Tlep/Tearg. Loading Racteng -4o Loafing Trap/T0enp. Loading . is $. g '6 a g A! Iut 'S ds i r ` i s A .i t' �$ if $ i az MuNion Capacity n I offi '' Si I Al �. 2 >•g 5 r yt d 132 2¢ $ ci $ ^ ZN ° 21 �4 f $ 3` ¢ cc $ "� ` E 3 g 52 5 $ •$ 1 r 1 1 ^ 1 g y '913 a& g $ Y g�pr Q 2 «�� j� 8 11 «iii y �y ^ 11 a. Es S , J i 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 858 170.0 509 170.0 902 170.0 519 170.0 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 170.0 621 4614 170.5 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 680 157.7 1577 1700 680 135.1 1577 170.0 680 118,2 1577 170.0 680 50.625 In 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 1384 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 1708 756 106.3 1495 170.0 758 541n 170.0 797 170.0 912 170.0 958 170.0 691 170.0 1119 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 897 149.5 1401 170.0 856 124.6 1401 170.0 881 106.8 1401 170.0 861 93.4 1401 170.0 861 8011 170.0 865 170.0 701 170.0 1083 170.0 797 '.. 158.5 1158 170.0 878 136.7 1168 187.0 928 123.3 1156 1095 917 111.0 1156 149.7 910 92.5 1166 144.5 903 793 1158 144.5 909 89.4 1158 1441 003 83 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1079 155.5 860 1198 1079 141.7 846 106.5 1049 132.0 836 95.9 1049 1255 828 709 1049 119.3 620 68.5 1049 118.9 819 59.9 1049 118.9 819 061n 188.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 055 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 69.8 955 98.7 746 52.1 955 98.7 746 721n 128.5 1303 134.9 897 107.0 803 114.9 882 91.8 803 101.1 870 803 803 91.2 859 71.4 803 83.9 649 64.2 803 78.0 642 53.6 803 72.2 632 45.9 803 89.8 628 40.1 903 89.7 827 761n 109.2 721 114.1 629 91.0 721 97.0 818 700 721 85.1 805 693 721 78.5 595 60.7 721 70.1 588 54.8 721 85.4 579 45.5 721 59.4 569 39.0 721 58.6 584 34.1 721 58.1 663 78 in 101,0 664 125.4 599 84.2 884 89.4 587 72.2 884 78.4 578 63.1 884 70.4 567 591 884 64.4 558 50.5 664 59.9 551 42.1 884 541 541 36.1 684 51.3 536 31.8 684 50.8 594 001n 65.8 514 67.9 456 54.8 514 57.3 448 471 514 50.0 440 41.1 514 44.8 433 38.5 514 40.5 427 32.9 514 37.9 421 27.4 514 33.0 412 23,5 514 30.4 408 20.8 514 290 409 08 in 54.2 452 55.7 404 45.2 452 47.0 396 36.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.8 452 28.6 365 19.4 452 24.2 359 18.9 452 228 355 108 In 36.1 357 38.9 322 31.7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 306 21.1 357 22.7 903 19.0 357 20.8 299 15,9 357 18.0 203 13.6 357 18.2 297 11.0 957 15.0 283 111 in 95.1 338 35.8 306 29.2 338 30.1 301 258 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 175 338 19.0 284 14.0 998 16.5 278 12.5 338 148 273 11.0 338 13.8 269 1201n 27.7 289 28.2 289 23,1 29,9 23,7 259 ' 19.8 289 20.5 258 17.3 299 18.1 252 15.4 289 18.3 249 13.9 269 14.9 246 11.6 280 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 Anchor Capacity Table (lbs) Anchor C9p Pattems Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type; 3/16" Elco Uttlacon 1/4" Elco 4' E UltraCOn 5/16" Elco Ullmann 3/18° Elco UlUacon 1/4" Elco lNlracon 1/4" SS Elco AggreGata 5119' Elco Ueracon 1/4" SS Mao Aggre(lator 410 Steal Screw 635) 612 Steel Screw (G5) 412 Steel Screw (G5) Edge Distance (In): 1" 2 -1/2' 1" 2-1/2" 3.1/8" 1° 2-1/7' 1" 2-1/2' 2' 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (in), 13/4" 1 -3/4" 1 -3/4" 1 -3/4" T 1 -1/4" 1 -1/4" 1 -1/4" 1.1/4" 1 -1/4" 1 -1/4" 2" 1318" 1 -3/8" (sea note 4) 2 Anchors 04.75 Min. O.C. / Standen Clip (Flg. 1): 300199 39015s 450199 890 )99 1644 199 270199 285 ks 354199 740199 488199 684 Ibs 1182199 326199 420199 580199 4 Anchors ©1.15 Min. O.C. / Standard Cep (Fig. 2): 460199 700199 WA WA WA N/A 3801bs WA WA WA WA NIA 652199 840199 1120199 4 Anchors @ 3" Mln. O.C. / (2) 2x5 Angle Clips (Fig. 9): 7801bs 780 lbs 680199 15601ba 16961bs 540199 560Ibe WA 780199 936199 880 gds 236410" 852199 640199 1120199 3 Anchor @ 0.45" Min. O.C. / U-Cllp, into 1/6' Alum (Fig. 4K WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1074199 1 Anchor / F-Clip (Fig. 5): 195199 195 tics 225199 445 /96 822199 135 19e 14015e 1771bs 370199 234199 332198 591 199 183 ibs 210196 280199 2 Anchor. @ 1.15' Min. O.C. / F -Clip (Fig. 6): NOTF' Crlu Tuc nrrCCT rl .n 1 ice run cn"„� 240199 ",n„nn 350199 nw."r .-•. °. WA . °... ........... WA -, WA ... -. _.._ WA __..._ 190199 WA WA WA WA WA 3261bs 420 8/s 560199 nl lV t VNLVCJ HJ Imt JIHNUHKU LLII-. FIGURE 1: • O O • FIGURE 3: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0 I fa • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: {OP"„) 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. 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. -1.000 " -I 1" X 3.125" X .5" MULLION (1" VF MULLION) Or� a U 0 rn J 017 X 60 06 ai X N '6 A F 1 1 z N W z O O 1W PRODUCT REVISED as complying with the Rlaida Building Code Acceptance No / • I " a E • irati"- a 10 iSA/ ItFr By Mi • ' a ads Product Con' `` \\ \11111 /1 `\ 0NV �••' ENSE * . No.58705 O •'• STA E O G �� 'n�''•. FCORIOP•'�� A. LYNf1/ MILLER, P.E. FL P.E.# 58705 TABLE 8A 1.25" x 3.188" x .285" Alum Tube Mutt Rectangular Loading 01n Trap/Tdang Loading 80 In Rectangular Loading Mullion Capacity Table (Ibsfft2) Opening Width (for vertically-spanning mullions) or Opening 70 In 601n 90 In He ght (for horizontally-spanning mullions) Trep/Tnang Loading 1201n 1401n Rectangula Loading Rectangular Loading Trep /Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/T6sng. Loading Rectangular Loading Trep /Triang, Loading 180 in Rectangular Loading TrapTriang. Loading I 42 in ' 0.0 01 744 '10 506 1 17" • J 0) i TACT %2 '� -.+ - :5.2 e +r,:.3 6'�4 1'E2 034 9'.9 8 ^ +, 101.3 0.54 0.324- 1-114' 2" -°,8' 1 1.3'5' ( sea no!, 4) �„ X33 l 4e 0 904 69.9 749 40.2 957 89.8 748 671 80.4 804 91.4 605 71.5 804 64.1 650 64.4 804 76.8 643 53.6 804 3 72.0 833 480 804 89.8 829 40.2 604 89.6 828 76 In 109.4 722 914.4 830 81.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 598 80.8 722 70.3 588 54.7 722 65.5 580 : 436 722 585 570 38 1 722 56.7 585 34.2 722 58.2 584 78 in 101.2 685 105.6 600 84.4 885 89.8 588 72.3 885 78.8 577 63.3 685 70.5 568 56.2 885 64.5 580 50.6 685 60.1 653 42.2 605 54.3 543 36.2 685 51.4 537 31.8 655 001 538 00 in 85.9 515 66.0 457 54.9 515 57.5 449 47,1 515 50.1 441 41.2 515 44.7 434 36.8 515 40.8 428 33.0 515 37.4 422 27.5 515 33.1 413 215 515 385 407 208 515 29.1 404 B6 in 54.3 453 55.8 404 45.3 453 47.1 397 338 453 41.0 391 33.9 463 39.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 114 453 24.3 360 17.0 453 22.9 358 108 in 38.1 358 393 323 31.8 355 32.8 318 27.2 358 28.4 313 23.8 358 25.2 3D8 21.2 358 22.7 304 19.1 355 238 300 15.9 358 130 293 111 In 35.1 338 35.8 306 II 291 33B 30.1 301 25.1 335 26.1 297 22.0 338 232 293 19.5 338 20.9 289 173 93B 19.1 285 120 in 27.6 290 28.3 2E4 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 16.2 263 15.4 290 18.4 249 144 in = 40 16.1 201 16.3 186 Anchor Clip P89,erns Anchor Cepa Anchor Type:l 3716" Elco Ultracon 1(4" Eico 5(09590 S/t6' c "I'. Ul(raco Edge beE ( J I 1" 2 -1/2 Distance 1" 1/2' 2 Table 796) 3/16" Ma Ultracon 2 -1/2" 1 1/4" Elva Ultracon 1 156' SS 9/66 III A9BreG for 1" 2" live" is. 4 44'r .1n. 0.5 4(2)2x5A 9 Cups (Fig. 4 Anchors Q 0.45" Min. O.C. / RV Alum. (Fig. 49 N/A C 5116" Elea 3/4" SS Eleo 810 Ste& 012 Steel 812 Steel 0(09607 ABgre0alor Screw (05) Screw (05) Screw (25) 3 -1/8 2" 045 0.54 0.324- 1-114' 2" -°,8' 1 1.3'5' ( sea no!, 4) 554 ins 115210, NSA 1 3 N'A NA 1 010 7.5114 1 935 Its 1 EC: 14,5 2554105 100 234 Ins 33215, 551105 15910 N/A N/A N/A N/A N/A 326 lb 760155 N/A 650154 N/A 1500 WA 1 Anchor / F.Cllp (Fig. 51 . 195 Ibs 195 (55 225 Ms 245154 823'.1 I.. 2 Anchors 9. 1.15" Mln. O.C. 7 F Ciip (Fig. 6): 240 Is 350 Ibs N/A N/A N/A NIA ( 190 Ibs 'VOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: O O • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • O • • • • • • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. 645 lb s 11201b 14/0 143 210155 26050 4201bs 560 Ibs ANCHOR CAPAC TY ADJUSTMENT FORMULA: ,, ( ANCHOR CAP.,,,,,,,,, MULL'O� � - ANCHOR CAP.,"" USE TH: FORMULA TO OBTAIN THE "ANCHOR CAPACITY REWIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CA. AC:'Y (FROM THE TABLE) OF THE SELECTED MI-LION. IT WILL YIELD A MINIMUM ANCHOR ,,APACITY WHICH MAY BE USED TO QUALIFY 0401 r ZONAL 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. H-1.250" ---1 .265" 1.25 X 3.188" X .285" MULLION (1.1/4" VF MULLION) C Jz to t0 N < X Z 00 0 00 X X 5, N Q Z tom -) S 03 PRODUCT REVISED as complying 46)75 the Honda Building Code / Da mane a Accepnulce No E tc . /Li��iU�/� By •J. 2 5 &j . / Mian1 4ade Product ..5 \\11!111)1/7/ �•l��•'� \GENSG• ".,' i * * No. 58705 5°111 UJ; ST TE OF ,:•�� A. LYNN NIII.0 R, P.E. FL P,E.# 58705 TABLE BA Mullion Capacity Table (Ibs/ft2) 1 x Alum. Mullion 4 X .125 Tube Opening Width (for vertically - spanning ms8orls) or Opening He ght (for fwraonlally- spanning mullions) 50 In 60 in 70 in 85 In 90 in 100In 12010 140 M 160 In Rectangular Loading 1/4' SS Elco AegreGetar TnplTdang. Loading Rectangular Loading Tmp/TOang, Loading Rectangular Loading Trep/Tdang. Loading Rendangukr Loading Trap/Tdang. Lading Rectangular Loading Trep/TBang. Loading Rectangular Loading Trepride g. Loading Rectangular Loading Trep/Tdan5. Loading Rectangular Looting Trap/liking. Loading Rectangular tamng Trap/Mang. Loading § : � F - a1 � 8 J. a 3 is .i2 3` a� l fir, 4R` sa a 3g o . 1 $ , ° g _ / .1 ¢ 1a 7' f8 g 8 f i b $ rc� a 8 $ Z a H` gyp $ d ci i & ig 8 8 rc �8_ S k• II R5¢ & 51 a P �l .�. 1 f �i 3 ¢ & s �o 420 Ibs II ii d721n rA Ot 4 250 170.0 620 170.0 435 170.0 744 1790 478 170.0 888 170.0 506 1750 992 170.0 519 178.0 1116 170.0 521 170.0 1240 170.0 521 1700 1496 170.0 621 145.8 1489 170.0 521 127.8 1489 1790 521 48 In 170.0 708 170.0 529 170.0 865 170.0 584 170.0 092 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 677 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 07.7 1309 170.0 605 50.626In 170.0 747 170.0 583 170.0 808 170.0 831 170.0 1048 170.0 694 1709 1195 170.0 723 156.1 1236 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 768 87.8 1236 170.0 766 54 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 754 154.4 1158 1709 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 681 88.2 1168 1790 881 77.2 1158 170.0 861 601n 179.0 885 170.D 707 186.7 1042 170.0 797 142.9 1042 181.1 832 1231 1042 148.7 815 117,2 1042 136.8 801 100.0 1042 130.2 781 83.4 8042 125.7 782 71.3 8042 725.1 782 62.6 1042 725.1 782 831n 170.0 930 170.5 745 151.2 992 163.8 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 788 997 992 114.8 758 738 992 108.4 745 64.8 992 108.0 744 58.7 902 1000 744 68 in 165.4 947 170.0 789 137.8 947 148.0 788 118.1 847 130.3 788 103.4 947 117 7 752 91.9 947 108.7 738 82.7 947 102.2 727 88.9 947 95.1 713 69.1 947 94.0 711 51.7 947 94.0 711 135.9 849 142.7 797 113.2 849 121.6 722 97.0 849 108.9 708 84.9 849 96.4 898 76.5 849 88.7 686 87.9 849 82.7 875 58.6 849 75.3 659 495 849 72.5 852 42.5 849 72.4 851 78 M 115.5 762 120.7 885 98.3 782 102.8 652 825 762 90.0 640 72.2 .782 80.9 629 84.2 782 74.2 820 57.8 762 69.2 613 48.1 782 62.8 802 41.3 782 699 597 36..1 782 504 595 78 In 108.9 724 111.4 834 89.0 724 94.6 821 78.3 724 82.9 609 86.8 724 74.9 589 59.4 724 60.1 891 53.4 724 63.4 683 44.5 724 67.3 573 38.2 724 54.3 567 33.4 724 53.5 565 901n 89.8 543 71.8 483 58.0 543 60.7 474 49.7 543 62.9 488 43.5 543 47.1 458 3E18 543 42.8 452 34.8 543 39.5 448 29.0 543 34.5 438 24.8 643 321 430 21.7 543 397 428 96 M 57.3 478 58.8. 427 47.5 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 408 31.8 478 34.8 400 28.7 478 92.0 395 23.9 478 28.1 388 295 475 25.8 385 17.9 478 24.2 376 108 In 40.3 377 41.1 341 33.5 377 34.6 335 288 377 30.0 330 25.2 377 26.8 326 224 377 24.0 321 29.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 904 111 in 37.1 357 37.9 323 30.9 357 31.8 318 29.5 357 27.5 313 23.2 357 24.4 309 20.8 367 22.0 305 18.5 357 20.1 301 154 357 17.4 294 120In 29.3 308 20,5 279 24.8 306 25.1 274 21.0 306 21.7 270 18.3 308 19.2 287 18.9 306 17.3 283 140 in r no 17.0 212 17.2 196 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrata: 2.7k Concrete 3.51, Cori. Hollow CMU Filled 011.41.1 PTWOOd Metal Anchor Type: 3/18" Eko Macon 1/9" Elco Uilrarxm 5118" 5560 Ullraon 3176" Eke Mown 114" EI60 Ultreca 1/4' SS Elco AegreGetar 5/18" Elm/ Ultracon 1/4" SS Etco A5966550, 910 Steel Screw (G5) 012 Steal Screw (05) 012 Steel Screw (G5) Edge Distance (in): 1" 2 -1/2" 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" 1.314" 1-3/4" 14/4" 2" 1.1/4" 1.114' 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 7' 1-8/8" 1-3/6" (6a note 4) 2 Anchors 65 4.75" Min. 0.C. / Standard Clip (Fig. 1 or 2): 390169 390 6s 45016. 890 569 164410• 270159 2501be 354 Ibs 74011,. 468 Ibs 664 Ibs 1182 )5s 32816. 420 Ibs 58016. 4 Anchors 65 2.25' Min. O.C. / Standard Clip (Fig, 3): 700165 700169 580169 1410 i6s 952108 WA 880169 WA 030 lbs WA 880 Ibs N/A 85216. 840 159 1120 Ibs 9 Anchors M 1.15" Min. O.C. / Standard Gip (Fig. 4): 960169 1400169 WA WA WA N/A 780169 WA N/A WA N/A WA 1304 Ills 168015. 2240169 4 Anchors 65 3" Min. 0.C. / 1,2)295 Angle Clips (Fig. 5): 780158 780169 900169 1780 lbs 3288 Ibs 540 Ibs 580169 708 555 1480169 938 Ibs 1328 lbs 2384169 6552169 840169 1120 584 6 Anchors ©3" Min. O.C. / (2) 295 Angle Caps (Fig. 6): 1170 Ibs 1170169 1020169 2340168 2844168 610 (69 840155 WA 1140 Ibs 1404 Ibs 132015s 354816s 978 Ibs 1280169 1680159 4 Anchor. 65 0.45 Min. O.C. / U -Clip, into 1/8'Alum. (Fig. 7): WA WA N/A WA N/A N/A N/A WA WA WA N/A WA N/A WA 1432169 2Anchors @ 2.25" Min. O.C. / F-Cllp (Fig. 8): 350 )1,s 352 Ike 290169 70916. 47816. WA 280Iba WA 315196 0 Ms 440 Ms 0199 328169 420156 5601b. 4 Anchors r 1,15" MIn. O.C. / F -CIIp (Fig. 9): Nr1TF• MR THE (1FFCFT Pi 113 1 ter rue c A9.0 o 480169 ,,. .n n 7001b9 "rr •-"..1 WA ..,". ".......- N/A -.. - -. WA ,__ . _ _. N/A _ ___.._ 38D Ibs _ _ _ _. N/A N/A WA WA WA 852199 840169 1120 Zs FIGURE 1: FIGURE 2. • 0 0 0 FIGURE 3. FIGURE 4. • 0 0 0 0 FIGURE 5: • • • • • • 0 0 0 0 • • FIGURE 6: • • • • • • • • • • • FIGURE 8 FIGURE 9 0 0 • • • • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 7: ANCHOR CAPACITY ADJUSTMENT FORMULA: (D) 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 0.55. 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. --j 1.000" .125" " X 4" X .125" MULLION X 4 X .125 MULL SPECS N O re O (0 (D 0 N co 6¢O z 111 O et'O PROIRICr REVISED as complying with the FisokIa Building Code Acceptance No r By Miant 0 de Product No. 58705 II "'�� '•- FLORIOP.•�& / /59,7 /ONA\- :ss A. LYNN M{LLER, P.E. FL P.E.# 56705 TABLE 7A 1048.376 Alum. Tube MulBon 50 in Rectangular Loading Trap/Tdang. Loading 60 In Rectangular Loading Trap/idang. Loading Mullion Capacity Table (Ibslft2) Opening Width (tor vertically-spanning mullions) or Opening. Height (for horizonta 701n Rectangular Loading 80 In Trap/Tdang Loading Rectangular Loading 96 Rectangular Loading Trep7Tdang Ong Rectangular Loading y- spanning mullions) 00 In 120 In Trap/Mang. Rectangular Loading Loading Trap/Tdang. Loading 140 in Rectangular Loading Trap/Tdang Loading Rectangular Loading 601 Trop/7dang. Loading 777.0 1 576 17 521 1700 1240 21 170.0 521 170.0 1735 1,T 170.0 521 170.0 .. 6. 170.0 1417 170.0 747 612 170.0 056 170.0 691 170.0 771 170.0 13 53 177.7 757 170.0 170.0 170.0 70.0 1703 170.0 756 156.0 1519 170.0 660 111.8 756 136.5 170.0 170.0 170.0 521 680 117 1240 170.0 127 803 170.0 1434 170.0 147 944 170.0 1584 1594 170.0 856 1019 170.0 1033 170.0 861 120.3 170.0 129.8 083 97.2 170.0 J 72 in 170.0 1063 170.0 876 170.0 1275 76 In 78 In 90 In 98 In 108 in 111 In 120 In 144 In 170.0 166.1 108.1 50.1 82.8 57,6 45.8 28.4 1122 1124 844 742 588 170.5 170.0 111.5 91.5 83.9 0 /:..7 170.0 1000 150.8 937 149.8 967 138.4 750 90.1 883 74.2 1184 1124 159.4 147.0 94.9 77.2 1013 128.2 965 116.6 736 77.2 652 163.0 1064 1 t / 1 1972 146.0 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.8 1320 128.6 1049 88.0 1920 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 1164 1124 70 139.9 1202 150.6 147 694 112.2 1184 70.0 1056 142.8 147 125.7 578 99/7 1184 68.8 1148 115.3 964 266 1472 168.8 1 89.8 1184 107.5 30 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 952 74.8 1184 97.8 935 64.1 1184 93.1 927 58.1 1184 92.3 1104 925 530 52.1 844 742 586 53.8 521 44.7 844 792 558 128.8 82.1 67.2 947 103.8 724 87.6 841 55.7 1124 844 742 115.6 73,3 69.8 931 712 631 92.3 60. 49.5 1124 844 742 105.8 66.5 54.1 918 702 622 83.0 54.0 44.5 1124 894 742 98.5 61.4 48.8 908 893 614 69.2 45.0 37.1 1124 844 742 89.0 54.2 43.6 890 878 600 59.3 38.8 31.8 1124 844 742 84.3 50.0 39.8 881 668 590 51.9 33.8 27.8 1124 844 742 63.2 47.7 37.5 878 682 584 555 475 330 58.5 46.4 26.7 503 45.3 433 36.0 305 22.0 555 49.5 38.0 22.4 995 41.2 426 L 32.0 301 18.9 555 475 330 96.6 513 39.1 586 41.4 505 34.8 580 37.3 488 31.3 586 34.2 492 28.1 588 29.6 481 22.3 585 26.5 472 19.5 506 24.7 466 475 330 42.9 33.7 19.3 487 38.0 420 28.5 297 16.5 555 475 330 38,0 29,8 17.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.8 555 24.3 448 18.0 555 22.4 442 414 25.3 475 26.8 409 22.6 475 24.5 404 19.0 475 21.1 395 18.3 475 18.7 387 14.3 475 17.2 381 293 TABLE 7B Armor Ci)p Paters Subsirete: Anchor Capacity Table(Iba) 2.7k Concrete 3.5k Conc. Holler/ CMU Filled CMU Anchor. Tyr, 6. .c^ Ulireco" 1/4" 6170 51118777 Laps 015180ce (;n). Embedment On): 1 -3/4" 1 -3/4" 2 An obe:s C 4.75" Mir. O.C. / Siendorr 010 (Fig. 1 or 2)1/ 390 lbs 390 I/O 4 Anchors 5 2.25' Min. O.G. / Standard Clip (Fig. 3): 700 Ms 720155 8 Anchors @ 1.15 Min. 0.C. /Standard Clip (Fig. 4): 96011,5 1400 Ms 4 Anchors @ 3" Min. 0.C. / (2)2 5 Angle Clips (Fig. 5): 780165 780195 6 Anchors @ 3" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 69) 1170 ID s 1170 Ibs 4 Anchors Q 0.45 Min. O.C. / U'Glip, into 118" Alum. (Fig. 7): N/A N/A 2 Anchors @ 2.25" Min. 0.0.1 F -Clip (Fig. 6)'. 5550;65 35016s 2 -1/2 3-118 2 -1/2 2 -1/2" r' 3-1/6" 2" 5/16" Etco UR<econ 0 /747on 1/4" Elmo Ulbacon /r" SS Eico Ag gre08171 /16" Elco Uitmcon 1/4" SS Elco AggreGator -3/4" 450 Its 580 lbs N/A 1 -3/4 8901 9s 164414 1 -1/4' 270145 1 -1/4" 2601b6 1 -1/4" 1 -1/4 354 lbs 740195 1 -1/4' 46/ Ib 1 -1/4 864 lbs 2 6211, 1410 IDS 952 Ms N/A 560 lbs N/0 639 lbs N/A 860 lbs N/A N/A N/A WA 760148 N/A A N/A N/A N/A 900 lbs 102^ lb 780 lbs 32881b 540Ms 560145 708 lbs 1460 lbs 938 lbs 13281b 2364145 2343 I 2844155 810165 040145 N/A 40 Ibs 1404 lbs 13201b 3546 198 N/A 290 lb N/A N/A N/A N/A N/A N/A N/A N/A WA 705 lb 476 I1, N/A 280 lbs N/A 4 Anchors @ 1.15" Min. O.C. / F -Clip (Fig. 9): 480:55 705 Ibs N/A WA WA NIA 380145 WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 FIGURE 5: • FIGURE 3: FIGURE 4 FIGURE 8 0 0 0 0 • • 0 0 0 • • • • • 0 0 • • FIGURE 9. • • • • FIGURE 6: • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. • • FIGURE 7: TABLE NOTES: 315145 Olbs 440 Ibs Olb N/A NIA N/A N/A PT Wood Metal #10 Steel #12 Steel 012 Steel Screw (G5) Screw (GS) Screw (05) 0.48" 0.324' 13/8" 1-3/8" (see note 4) 326 lbs 420148 560 lb 652 lbs (340106 11201b5 1304 Ms 1980 1,5 2240 lbs 6521b9 8401b8 1120 lbs 978 lbs 1260145 1580 Ms NIA NIA 1432 lbs 326 Ms 420165 550Ibs 652109 840 lbs 1120 11,5 ANCHOR CAPACITY ADJUSTMENT FORMULA: ( 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 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 606345 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. .375" 1 "X4 X.375" MULLION p (n 7 0 J W co IMPACT - RESISTANT ALUMI N s 0 0 CO 0 J 0 0 th Eu `a cn PRODUCT REVISED a5 00657)yirtg with the Florida I3nitding Code Acceptance No) Iy a ) Expiration hitc I< 'OI By Minor' aade ProduotC 4i,.•et 1 1411111711187/ NE t JfP � .' � \GENSF '•. � * No.56705 a_ , L -D ''- g •h1 ! w; '. ST TE OF ��/` 'P(RIOP�''�\ 7/,, /ONP 1,. A. LYNN Iv�iLLER, P.E. FL P.E.# 58705 TABLE 7A Anchor Clip Patterns Mullion Capacity Table (Ibs/ft2) 1 X AluMm. 4 x .376 Opening Width (for vertically- spanning mullions) or Opening He ght (for horizonteay -spann ng mullions) 50 in 6010 7010 8010 90 117 10010 120 M 140 in 18010 Rectangular Loading Ig Tre p/Tdeng. Loading 812 Steel Screw (G5) Rectangular Loading Trap/Tdeog. Loading toe Rectangular Loading Trap /Mang. Loading Rectangular Loading Tmp/Triang. Loading Rectangular d9 Loading Tra oading0• Loading Rectangular Loading Tr Loading Loading Re Loading LoadhD T LSOd /nng. Ldednp Rectangular 00 Mg Loa inp TrLoadinng. loading Rectangular Loading Trap/Tamp. Loading 4S 11 Embedment (in): 1-3/4" i 51 I 2" a n 11 1 -1/4" II 1-1/4" F r i I Anchor Opacity Rewired Ohs) ?a a .11 I s a 1 Zo 1 arc 1 is a 280 Iba a 740 Ibs a 864 Ibs a 328109 a 56010, a 1 a Mull Length 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 45 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 880 151.8 2024 170.0 680 60.625 In 170.0 747 170.0 663 170.0 898 170.0 631 170.0 1048 170.0 584 170.0 1185 170.D 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 156.0 1919 170.0 756 138.5 1919 170.0 756 54 in 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 159.8 1799 1700 881 137.1 1799 1700 861 120.0 1799 170.0 861 80 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1694 170.0 098 155.6 1819 170.0 1033 129.8 1810 170.0 1083 111.0 1819 170.0 1083 97.2 1619 170.0 1063 831n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 1700 1488 170.0 1015 158.7 1542 170.0 1078 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 98.1 1542 187.9 1157 861n 170.0 974 170.0 780 170.0 1188 170.0 003 170.0 1384 170.0 1002 180.6 1472 170.0 1086 142.8 1472 168.8 1148 128,6 1472 168.8 1135 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 72 M 170.0 1063 170.0 878 170.0 1275 170.0 1008 150.8 1320 186.2 1101 132.0 1320 145.0 1082 ' 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1320 112.8 1013 66.0 1320 1125 1012 761n 170.0 1122 170.0 937 140.8 1184 159.4 1013 128.2 1184 139.8 994 112.2 1184 125.7 878 99.7 1184 115.3 964 89.8 1184 107.6 962 74.8 1184 97.8 935 64.1 1184 93.1 927 58.1 1184 923 925 79/n 168.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103,8 1124 115.6 931 : 92.3 1124 105.8 918 63.0 1124 98.5 908 89.2 1124 89.0 890 55.3 1124 84.3 681 51.9 1124 83.2 878 90 in 108.1 844 111.5 750 80.1 844 94.3 738 77.2 844 82.1 724 87.6 844 73.3 712 60.1 844 66.5 702 54.0 844 81.4 893 45.0 844 54.2 878 38.6 844 50.0 688 ' 33.8 844 47.7 882 95 In 89.1 742 91.5 6153 74.2 742 77.2 852 83.8 742 67.2 641 55.7 742 69.8 631 49.5 742 54.1 622 44.6 742 49.8 614 37.1 742 43.8 800 31.8 742 358 590 27.8 742 37.6 584 109 in 82.8 586 83.9 530 62.1 588 53.8 521 44.7 588 45.6 513 39.1 586 41.4 905 34.8 586 37.3 498 31.3 556 34.2 492 28.1 588 29.6 481 223 586 26.6 472 19.5 588 24.7 466 111 In 57.6 555 68.8 503 48.0 555 49.5 405 41.2 555 42.9 487 38.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 487 24.0 555 27.1 457 20.8 555 24.3 448 18.0 565 224 442 120 In 45.8 476 46.4 433 38.0 475 39.0 428 32.8 475 33.7 42D 28.5 475 29.8 414 ' 25.3 475 26.8 409 22.B 475 24.5 404 19.0 475 21.1 395 18.3 476 157 387 14.3 475 172 381 144 In 28.4 330 28.7 905 22.0 330 224 301 18.9 330 19.3 297 16.5 330 17.0 283 TABLE 7B Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k C6nc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ul I reton 114' Elco Ullrecon 5/18" Elco ()Brecon 3/18" Elco UBracon 1 /4" Elco Ultracan 1l4" SS Elco AggnsGator 6/16' 6100 Ullnecon 114" SS Elco AggreGator 810 Steel Screw (G5) 812 Steel Screw (G5) X12 Steel Screw (G5) Edge Distance (In): 1" 2 -1/2" 1" 2 -1/2" 3-1/8' 1" 2 -1/7' 1" 2 -1/2" 2' 3-1/8" 2" 0,40" 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" 1318" 1-3 /8" (see note 4) 2 Anchors 04.75' MI . 0.C. / Standenl Clip (Fig. 1 or 2): 390 Ms 390100 450 Ms 890 Ibs 1844 Ibs 270168 280 Iba 3541bs 740 Ibs 488 Ibs 864 Ibs 1182 I W 328109 42010, 56010, 4 Anchors @ 2.25 Min. O.C. / Standard Clip (Fig. 3): 700 Ibs 70010, 68010, 1410109 95210, WA 58010, N/A 630158 NIA 88010, WA 852108 840 Ms 1120159 - 8 Anchors @ 1.15" Mln. O.C. / Standard Cap (Fig. 4): 980 )0, 1400 /09 N/A N/A N/A WA 780 Ws WA N/A N/A WA N/A 130410, 1680 1)9 224010, 4 Anchors @ 3" Mln. 0.5. / (2)2x5 Angle Caps (Fig. 5): 78015s 780113s 0001b8 1780 158 3288109 540 Ibs 580 Ibis 708156 1400 158 93610, 132810, 23841b6 652 Ms 840 )0, 1120113s 8 Anchors @ 3' Min. 0.C. / (2)295 Angle Clips (Fig. 8): 1170 Ibs 117010, 10201bs 2340159 2844109 81010, 840)5s WA 114016. 140415, 132010, 3548 Ibs 978 Ibs 128010, 1880 Ibs 4 Anchors (810.45 Min. O.C. / U-CIIp, into 1/8" Alum. (Fig. 7): WA WA N/A WA N/A WA N/A WA WA N/A N/A N/A WA WA 1432 Ibs 2 Anchors @ 2.25" Min. O.C. / F-Clip (Fig. 8): 350105 35010, 2901bs 70516, 476 /0, WA 280 Ibs N/A 315 MS D lbs 440 Ibs 0/55 3261bs 4201bs 66010, 4 Anchors @ 1.15" Min. O.C. / F•Clip (Fig. 5): 1991TC. ono -11ut note er r•,,n, rec-run,....r• 48010, .............-- 70015s _- ..-- N/A .- ...___ N/A NIA WA 380150 WA N/A WA NIA WA 852168 84010, 1120 Its FIGURE 1: • 0 0 0 0 0 0 • FIGURE 5: • 1 FIGURE 2. FIGURE 3. • • 0 0 FIGURE 6: 0 0 • • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. FIGURE 4 E STANDARD CLIP FIGURE 8. FIGURE 9 • • • • • • • • • • • 0 0 • • FIGURE 7: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ANCHOR ANCHOR %MULLION CAR,",,,,,,,, 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 AC) 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. -� 1.000' f" 4.000" .375" 1' X 4 X .375" MULLION z Q W W U a 1 11) W CI. CD -J -J 2 t0 X v X N kk O 00 1 yQZ 54 00 0 z 6 Jw PRODUCT REVISED es complying with the Florida Building Coda Acceptance No ) I;4 • ExpirationiO8tc 3P,VIIIIM1F' • Miam Product' , „„ FL P.E,# 58705 TABLE 6A Anchor Capacity Table (Ibs) Mullion Capacity Table (Ibs/ft2) 1 x Alum. J TART 4 x .125 Tube Mullion 42 m 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 1801n Rectangular 08400 5/16" Elco Ultracon Trap/Trien9, Loading JI70 Steel Screw (G5) Rectangular Loading Trap/Triang, Loading Rectangular Loading Trep /7nang. Loading Rectangular Loading Trap/ttiang. Loading Rectangular Loading Trep /Tsang_ Loading Rectangular Loading Trap/Tdang. - loading Rectangular Loading Trap/Tdeng. Loading Rectangular Loading Trap/liking. Loading Rectangular Leading Trap /Trieng. Loading . g IA 170.0 r ,:.� )� K 620 ` 6. - c 170 0 , 435 F 170.0 Y� 4 s rc < 744 r 'I � is 170.0 a ,.14 8 � g Qe 478 0 * g g c 170.0 F 5i, 3 tl Q o 888 :9 4 .tE =B i 170.0 = a -4-* ‘.3`" CC 6 cc 506 ' .'t i - g 170.0 r R g 992 4 ° a R 5 170.0 & $ <a 519 E 170.0 a ' 3 .� a 1116 3 E g � 170.0 B 3$ $ � 521 4 -, 9 170.0 & 1240 I , 3 C i.. 170.0 ' &" 3 i ¢ 521 r i 7 31 170.0 o .5d ' d� 1486 1 Y _ 170.0 -13 1 i° Pi ff 521 1 '13'1 r 5q 3 5- 3 145.8 i° .0 c Q i 1489 z i g c 170.0 . ,° R 1 K 521 . t 3 c 127.6 _ i s s& Q 1489 �a 1700 r 5 �G 521 45 In 1700 708 170.0 524 1760 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 1 50.625 In 54 54 jn In 152 0 747 170 0 070 170.0 696 170.0 631 170.0 1046 170.0 684 1.3,8 1195 170.0 723 1561 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 108.4 1235 170.0 758 87.8 1235 170.0 758 170 C 797 770.0 SA 2 1 170.0 555 170.0 591 ' 170.0 1116 170.0 754 154,4 1158 170.0 803 137.2 1150 170.3 037 123.5 1158 170.0 865 102.9 1158 170.0 861 .88.2 1156 170.0 861 77.2 1158 170.0 861 170.0 885 170.0 701 165.7 113.2 1042 - 645 177.0 121.6 797 - 722 i 1 -2.6 57.0 0 2 _._ _ 649 < 2 105.9 a�2 _ "✓ _ 708 ) 171 ' ` 84.9 1L 2 649 1 et7 56.4 6 +' ^ ..2 " " 1^ '1„32 2 1 358 % ' 4 771 .6 '220 .,::7 toe 2 1302 79. ` 83.4 1042 125.1 752 71S 1042 125.1 7E2 62.5 1042 125.1 782 83 in 727 170.0 135.5 1 9'C E45 142.7 737 072 I ' ' n _ 5 • 7/6 • 766 -- /52 -. 105.4 745 86.°_ 992 108.6 744 56.7 902 109.0 744 :.' . .•..' E -] 54.0 .1 .7 647 940 711 698 75.5 849 88.7 686 57.9 849 82.7 675 566 849 75.3 658 40.5 849 72.5 852 42.5 849 72.4 651 76 In 115.5 762 120.7 111.4 685 634 96.3 89.0 762 724 102.6 94.8 852 621 82,5 78.3 762 724 90.0 82.8 640 609 72.2 68.8 782 724 86.5 744 629 599 84.2 594 752 724 74.2 66.1 620'1 591 57.8 53.4 762 724 68.2 63.4 613 1 503 48.1 445 762 724 6281 602 57.3 673 41.3 36.2 762 724 59.9 54.3 557 567 36.1 334 762 724 59.4 53.5 595 565 781n 106.9 724 90 in 69.8 543 71.8 483 560 543 60.7 474 49.7 543 52.9 486 43.5 543 47.1 458 38.8 593 42.8 952 34.8 543 39.5 448 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 86 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 385 406 31.8 478 34.8 400 25.7 478 32.0 395 239 478 281 386 265 478 25.6 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.5 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 190 310 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 23.2 357 24.4 309 20.6 357 22.0 305, 185 357 20,1 301 1 16.4 357 17.4 294 1201n 29.3 30B 29.8 279 24.5 306 25.1 274 21.0 306 217 270 183 308 19.2 267 18.3 308 17.3 263 144 in 10 Ala 17.0 212 17.2 196 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2,7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3116" WA) Ullrecon 1/4" Elco 51 /100on 6116 Elmo Ultracon 3/16" Elco Ultracon 114" Elco Ultracon 114" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator JI70 Steel Screw (G5) p12 Steel Screw (05) 072 Steel Screw (05) Edge Distance (ink 1" 2 -1/2" 1" 2 -1/2" 3 -1/8" - 1" 2 -1/2" 1" 2 -1/2" Y 3 -1/8" 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/B" 1 -3/9' (see note 4) 2 Anchors @ 4.75" Min, O.C. / Standard Clip (Fig. 1 or2): 390 Ibs 390165 450 Ibs 990165 1644 Ibs 270 lbs 280165 394 159 740 lbs 468 lbs 664 Ibs 1182125 328 Ibs 420 Ibs 560168 4 Anchors @ 2.25' Min. 0.C. / Standard Clip (Fig. 3). 70D Ibs 700 ins 580 Ibs 1410 Ibs 952 /5s N/A 560165 N/A 630165 N/A 880 Ibs WA 852 Ibs 840 Ibs 1120 Ibs 8 Anchors @ 1.15" Min. 0.C. / Standard Clip (Fig. 4): 960165 1400165 NIA NIA N/A N/A 760 Ibs N/A N/A N/A N/A N/A 1304 lbs 1680 gas 2240 Ibs 4 Anchors @ 3" Min. 0.0.0 (2) 2x5 Angle Clips (Fig. 5): 780 lbs 750165 930194 3780155 3288 158 540 lbs 560 Ibs 708165 1480 lbs 938 Ibs 1328 lbs 2364165 852 lbs 843165 1720 Ms 6 690583 @ 2" Min. O.C. / (2) 2x5 Angle Clips (Fig. 6): 1170 15s 1170165 1020 lbs 2340 lbs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 lbs 1320 Ibs 3546165 9713 165 1260 165 1680 Ibs 4 Anchors @ 0.45 Min. O.C. / U -Clip, into 1 /8" Alum. (Fig. 7): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A N/A 1432 Ibs 2 Anchors @ 2.25" Min. O.C. / F -Clip (Fig. 8): 360 Ibs 363 Its 290165 700165 476 lbs WA 280165 N/A 315 Ibis 0155 440 lbs 0165 326 lbs 420 lbs 560 Ms 4 Anchors @ 1.15" Min. 0.C. / F -Clip (Fig. 9): NOTE: FOR THE OFFSET CI IP I LCF 1,-M Cn5a4F nnrr•uno 480 Ibs on 700165 -minx. N/A ,. '...,... N/A ,..-- ..... N/A _.. N/A 380155 N/A N/A NIA N/A N/A 852169 540 Ibs 1120165 FIGURE 1 • O 0 0 O 0 0 • FIGURE 2 FIGURE 3 FIGURE 4: • 0 O 0 O 0 0 • • O 0 • • • • • • • • FIGURE 5: • • FIGURE 6: • • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 8: FIGURE 9 • O FIGURE 7: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) x /ANCHOR CAP.,,�,,,,,,,r\ =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 0.55. 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" f-- 4.000" .125" 1" X 4' X. 125' MULLION N CV 0 I2 O M CD 8 z z PRODUCT REVISbU as complying with 1ho Florida Building Code Acceptance No E p(ration;Date By M n dude Product Con. 0 11(11////]/7 \\ , L11 Y NN. SF '•. • ' * No. 53705 O ' A 1113 11% ST1+TE OF '7717 5SPONA\- A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 8A 1.26" x 3.188" x .285" Alum Tube Mull 42 in 48 in 60.62515 541n 60 In 831n 66 in 72 in 78 In 78 in 80 in 96 in 1081n 111 In 120 in 50 in Rectangular Loading 80In Traprldan9• Rectangular L821ng Loading 170.0 170.0 170.0 170.0 170.0 170.0 167.1 128.7 108.4 101.2 65.8 64.3 38.1 35.1 27.8 620 706 747 797 585 9 957 809 722 885 515 453 355 170.0 170.5 170.0 170.0 170.0 170.0 170.0 135.2 114.4 338 290 105.8 68.0 55.8 39.0 35.8 28.3 4 170.0 524 170.0 589 170.0 812 170.0 701 170.0 Mullion Capacity Table (IbsMl2) Opening Width (for vertically-spanning mullions) or Opening Height (forhorizontaly- spanning mullions) 70 In Trep/i'dan9. Rectangular Loading Loading 1 744 850 i 170.0 978 170.0 Trap/Mang. Loading 801n Rectangular Loading 90 in 10011 Trep/Tdang. Loading Rectangular Loading Trap/TOang. Loading Rectangular Loading Trap/Trlang. Loading 1201n 140 in Rectangular Loading Traprtdang. Loading Rectangular Loading Loading 160 in Rectangular Loading Loading 868 3 s 175.0 e 508 i 170.0 992 b i 170.0 pp s 11 2 s 111 F1a ✓} 2 dp g� Qd 5 7 �g 11 2c. 11 1d if 1 fi 1 2rc 1 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 170.0 584 170.0 992 170.0 898 170.0 631 170.0 1048 170.0 630 S84 170.5 r 170,0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 890 154.8 1548 170.0 621 880 170.0 132.7 1735 1548 170.0 521 1195 170.0 723 170.0 1345 170.0 747 187.0 1488 170.0 768 139.2 1468 958 1063 170.0 170.0 691 170.0 797 158.9 1116 1168 170.0 170.0 754 878 170.0 139.0 1275 1158 170.0 157.4 803 183.1 1376 175.0 B37 146.8 1376 1700 855 122.3 1378 170.0 170.0 756 119.9 1488 756 861 104.8 1376 170.0 1769 170.0 170.0 1488 170.0 745 183.1 789 139.3 898 107.3 830 91.2 800 80.4 1051 170.0 151.8 116.2 850 137.2 1051 155.8 134.0 101.3 B82 790 120.1 1051 142.0 930 123.6 1158 168.8 919 111.2 1158 150.0 812 927 1158 144.8 906 79.4 1168 144.8 09.5 144.8 967 804 722 685 97.2 805 119.4 957 684 91.9 818 78.2 804 722 85.3 871 848 108.7 1051 132.3 837 98.1 1061 126.7 830 80.1 1051 118.5 822 58.8 1051 821 104.4 80.4 957 804 121.6 91.4 777 92.8 857 112.8 767 83.6 957 108.8 769 69,6 857 100.0 750 69.7 957 52.2 1051 821 806 88.4 722 78.7 650 71.5 854 04.1 650 84.4 804 78.8 643 53.8 504 72.9 693 48.0 504 69.6 89.6 688 72.3 885 78.6 577 63.3 685 70.9 698 568 80.8 722 70.9 588 54.7 722 85.5 580 45.6 722 59.5 670 39.1 722 34.2 722 684 58.2 457 54.9 404 45.3 323 31.6 306 29.3 284 23.2 144 In 16.1 201 16.3 186 TABLE 8B 515 453 67.6 47.1 449 47.1 397 33.8 31B 27.2 301 25.1 515 469 358 338 60.1 41.0 28.4 26.1 441 391 41.2 33.9 515 463 44.7 36.4 434 385 38.8 886 516 84.5 880 60.6 685 60.1 553 42.2 655 54.3 543 352 855 51.4 50.7 40.5 428 93.0 515 37.4 422 27.5 615 33.1 413 23.5 615 404 366 92.8 338 30.1 313 23.8 22.0 338 25.2 308 30.2 463 33.0 379 27.2 459 30.4 374 22.6 459 28.8 366 19.4 953 24.3 453 22.9 356 297 338 290 23.8 260 19.9 290 25.6 256 17.4 290 21.2 23.2 19.5 18.2 263 16.4 293 358 22.7 304 19.1 358 296 300 15.9 356 18.0 293 338 20.9 289 17.6 338 19.1 286 290 18.4 249 Anchor Clip Pattems 2Anchors Substrate: 2.7k Concrete Anchor Capacity Table (Ibs) 3.5k Conc. Hollow CMU Anchor Typo Edge Distance On): 3/16` Elco Ullracon 1/4" Elco Maroon 5/16" Eloo Ultracon 3/161.5100 IAPAcon 1/4" Elco Maxon Embedment (in): 1-3/4" 4.75' Min. O.C. / Standard Clip (Fig. 1): 4 Anchors or 1.15" Min. 0.C. / Standard Clip (Fig. 2): 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 4 Anchors gg 0.05' Min. O.C. / UCIIp, into 1/8" Alum. (Fig. 4): 1 Anchor / FClip (Fig. 5): 2-1/2' 1 -3/4" 1" 1 -3/4" 2-1/2• 1-3/4" 2' AggreGalor 5/16" Elco Ultracon AggreGator FT VVood 610 Steel Screw (G5) 412 Steel Screw 535) 0.54" Metal 612 Sleel Screw (G5) 3901bs 4801bs 390160 460159 890150 1544 156 270 Its 285 lbs 1-1/4" 1-1/4" 700168 N/A 354 lbs NfA 740 lb. 488 Ihs 684 156 1182 lbs 328 lbs 420 lin (see note 4) 5130 kis 780100 N/A 780166 880150 1580 ibs 540 156 660 lbs NfA WA 1120 lbs N/A N/A WA NIA WA 780 Itts WA 936 lbs 880 lbs 2384 166 862 lin 840 lbs 1120 lbs 1951bs 195 1b6 2261b0 445 lbs 822 lbs 140 liss 177 lbs WA 1432 150 2 Anchors @ 1.15' MM. O.C. / FClip (Fig. 6): 240 Ms 350168 N/A WA 190169 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: 234 lbs 332 lbs 591 dm 163 lbs 210 gm 280 lbs • O O • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • O • • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. WA N/A 420 156 ANCHOR CAPAC TY ADJUSTMENT FORMULA: 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 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. 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. 0 en -J co oo oo oi to ROI 1 PRODUCT REVISED au complying with the Florida Buildhig Code Acceptance No Hy ade Product -.-- -0 ""fitirgiT TABLE 5A Anchor Capacity Table (Ibs) Mullion Capacity Table (Ibslft2) 1 "x .500" Tube Tube 3.126" x Alum Maul ' Opening Width (forverticaliy- spanning mullions) or Opening He ght (for horizontally - spanning mullion) 50 in 601n 70 in 8016 90 in 1001n 120 In 140 In 180 U Rectangular Loading Trap/T6ang. Loading Rectangular Loading TraplTnang, Lowing Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading TrepRnan9" Lowing Rectangular Loading TOpT8riang, Loading Rectangular Loading Trap/Tdang. loading Recangular Loading Tlap/Tdang. Loading Rectangular Loading TrspIT6ang Loading r > + u €8 i 170.0 k : £5 .1E 620 c 770.0 gs 4¢ 435 f 770.0 �. ¢¢ 744 E c 170.0 ' 3 'S ¢¢ 470 " 3 c 170,0 i & a 3 . °g 3 c o QK 505 r '11'1 3 5g I c 170.0 F 3 S 4:¢ 992 R_ 1 gc 170.0 '11 1 cif OG 45 519 3 . a gc 170.0 a u� 's QK 3 �c 4& $s Q� i �c 3� Es GK i � g & gc Q¢ g ;� ci .5g gA 170.0 ,� , ci° a .gi 1488 . ., 5 tc 170.0 U 1 IY 521 3 .`9g 33� 170.0 ,,, F 6K 1735 $ €g go 170.0 B4� 3 QK 521 i° 154.4 •y c5 .XX; a K u" Fe 31 't - $4 u F& Q K ,•.^' 580164 4 Anchors /6 1.15 Min, 0.C. 1 Standard Clip (Fig. 2): 1802 170,0 521 48 in 170.0 708 770.0 524 170.0 850 770.0 584 170.0 840164 1700 630 170.0 1133 170.0 861 170.0 540164 ®�� WA 780164 936164 880 Iba 157.7 1577 170.0 680 135.1 1577 170.0 880 118.2 1577 170.0 BBD 50.625 In 170.' 747 170.0 563 170.0 598 170.0 531 170.0 "®' ' 684 170.0 1195 170.0 723 7E0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 1704 758 106.3 1495 1700 758 54 In 1700 797 170.0 612 170.0 656 170.0 691 170.0 1116 170.0 754 837 140.5 1401 170.0 858 1 124.6 1401 170.0 881 106.8 1401 1700 861 93,4 1401 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 8788 23.3 ® 917 111.0 1156 149.7 910 92.5 1156 144,5 903 798 1156 144.5 903 69.4 1156 1445 003 63 in 170,0 166,E I 630 655 170.0 170.0 745 789 ! 1568 -'c � 1-6.0 1049 655 1700 1k1 i.. 3 810 634 137,0 1'9.1 ® 655 133.7 7' EIED 788 1 1 1C4.Z 555 121.4 776 r• 5 82.6 1048 955 112,6 838 755 95.9 964 855 106.4 628 757 79.9 69.5 1049 955 119.3 998 820 746 68.5 59.8 1049 955 118.8 88.7 818 746 50.9 52.1 1049 855 118.6 88.7 819 746 8616 -: 1255 133 134.9 597 - 107.0 90 115.9 582 ' 91.6 803 101.1 E70 863 803 91.2 659 71.4 803 63,9 640 64.2 803 78.8 642 535 803 72.2 632 45.9 603 69.8 628 40.1 803 88.7 627 76 in 108.2 721 114.1 829 91.0 721 07.0 616 78.0 721 85.1 6005 68.3 721 76.5 595 60.7 721 70.1 721 65.4 576 45.5 721 59.4 569 39.0 721 58 "6 564 341 721 56.1 563 78 in 101.0 884 105,4 599 84.2 884 89.4 567 72.2 8134 78.4 576 83.1 684 70.4 567 56,1 558 50.5 684 8 551 421 884 54.1 541 36.1 684 51.3 538 31.6 684 50,6 534 90 in 65.8 514 67.9 456 548 514 57.3 448 47,0 440 41.1 514 44"8 433 36.5 �� 421 27.4 514 33 0 412 23.5 514 30.4 408 20.6 514 28.0 403 06 in 54.2 452 55.7 404 45 2 452 47.0 399 38.7 452 408 390 33.8 452 36.4 384 30.7 ' 378 ', 27.1 452 30.3 373 226 452 258 365 19.4 452 24.2 359 18.9 452 228 355 108 In 301 357 38,8 322 31.7 357 327 317 272 357 28.4 312 238 357 25.2 308 21.1 357 22.7 303 18.0. 357 20.0 289 15.5 357 18.0 293 13.6 357 16.2 287 11.9 357 150 283 111 in 35.1 338 28.2 283 23.2 289 20.7 301 25.0® 258 27.3 286 18.1 252 15.5 338 20.8 12.5 288 11.8 273 338 10.4 232 120 in � l^ 289 28,2 283 23.1 289 23.] 259 79.8 268 17.3 289 78.1 252 15.4 246 11.6 289 12.8 240 9.9 289 11.4 236 87 0.7 209 10,4 232 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.57 Conc. Hollow CMU Filled CMU PT Wool Metal Anchor Type: 37181 Elco Ultmcon 1/4" Elco UltRCOn 5116" Elco U111acon 3/18° Elco Ullracon 1/4' Elco Ulfecon 1/4" SS Elco AggreGetor 5/18 Elco Ultracon 1/4" SS Elco AggreGator 610 Steel Screw (G5) 612 Steel Screw (55) 812 Steel Screw (05) Edge Distance (In): 1" 2 -117' 1" 2-1/2' 3-1/8' 1" 2 -1/2' i" 2 -1/2" 2" 81/8" 2' 0.48" 0.54" 0.324" Embedment (in): 1 -314" 1 -3/4" 1 -3/4" 1 -3/4" Y 1 -1/4' 1 -1/4' 1 -1/4" 1 -1/4" 1 -1/4" 1 -194" 2' 13/8" 1.3/8" (see note 4) 2 Anchors /6 4.75 Min. O.C. / Stendsnd Clip (Flg. 1)9' 3901bs 390 Ms 450164 89D Iba 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 488165 684 Ibs 1182 Ms 328164 420168 580164 4 Anchors /6 1.15 Min, 0.C. 1 Standard Clip (Fig. 2): 480 Ibs 7001bs WA N/A WA N/A 380164 WA N/A WA N/A WA 652159 840164 1120 !be 4 Anchors /6 3" Min. O.C. / (2) 205 Angle Clips (Fig. 3): 780 lye 780 /6s 880 Ibs 1580158 1886158 540164 560158 WA 780164 936164 880 Iba 2364154 852 Ms 840 158 1120 Ms 3 Ancho0 a 0.45" Min. O,C. / U -Clip, into 1/8' Alum (Fig. 4): N/A WA N/A N/A WA N/A N/A WA WA WA NIA N/A N/A WA 1074164 1 Anchor / F -Clip (8i0, 5)' 185 Ibs 195 Ms 225 Iba 44515e 822108 135150 1401bs 177164 370164 234169 332 /64 591 Ibs 183164 210164 280 Ibs 2 Anchors (/� 1.15' Min. O.C, / F -Clip (Fig. 6): NOTE: FOR THE OFF.OFT r1 IP I t6C TUC CAnno 240 Ibs 4r.iru.,o 35015s o8-rrcr,., WA A.,, Ake.., WA ,,.r„ t., WA . .-.. •.. ........... N/A __ -.._ 1901bs -__ _ ._ WA WA 1,1/9 1./6 N/6 528 /59 420164 560 769 FIGURE 1: • O 0 • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP..) 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 0.55. 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 I- 1.000 " -, .500" 1 "X3.125 "X.5 "MULLION (1" VF MULLION) A FR IMPACT - RESISTANT ALUMINUM TUBE MULLIONS 0) 0 w 0 rq -J 2 In X N X N N W 0 to A N O z 0 m €0 PRODUCT RL'VIS5D as complying with the FIOr(46 Building Code Acceptance No / E ratio- Ante By Mi am ° a S0i!i1. Dade Prod t Con `: Pa��.. •'�10ENSg '•.FAQ •k No. 58705 * .9 tY _ STA EO �� i�.C�••. FLO RIOP.•�G�.. A. LYNt'I MLR. P.E. FL P.E.# 58705 TABLE 9A FIGURE 1: O 0 0� 0 0 0 • FIGURE 2: FIGURE 3: FIGURE 4: O 00 0 0 00 0 • 0 FIGURE 5: FIGURE 7: 1• • • • 0 • 0 0 0 0 0 • • FIGURE 6: • FIGURE 8: FIGURE 9: FIGURE 10. 10 0 • •I o 0 0 0 0 0 0 • • • • 00 • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 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. .250" 2" X 4"X.25" MULLION 8 m J 2 N X a X jOl N co c0 1 1 1 0) 00 z O PRODUCT REVISED as complying with the Fiorito, Building Code Acceptance No J" Ii • • �L�.'._ '�I' Mi, BY 'lade Produ e/rS'!y tt111 ct11111 Mullion Capacity Table (lbsfft4) 2 x 4 x .26 Alum. TUbe Opening WIdth (for vertically - spanning mullions) or Opening Height (for horizontally - Spanning mullions) 50 In Trap/Thong. 60 In 70 in 801n 90 in 7001n 120 In 140 In 160 In Loading R0cln uglar Trap/Mang. ire4n9. Loatlring Rectangular Loading Top/Trleng. Loading Rectangular Loading Trep/Tdeng. Loading Rectangular Loading Trap/Wising. Loading Rectangular Loading 11epRdang. Loading Rectangular Load Ig Sap/Mang. Loading Rectangular Loading TraplTnong. Loading Mullion 11 5 11 I n.0 IR is i11 d 5 a-.s rc 11 Se: /1 ¢¢ § 5,. l g r3_ § 5 - 1� <1 FFF''' Is yt �y dos 6 is �l8 yyt1 dz . / 10- pi <& 6 }gt d 9 1 yeti d g ci t }fit d E i rc t' g {[ & si 11 51 s pi ,d 6 S �8 .g d § s 8 ss T. n e M 42 In 770.0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 770.0 506 630 170.0 170.0 992 1133 170.0 770.0 519 681 170.0 170.0 1119 1275 170.0 170.0 521 677 170.0 170.0 1240 1417 170.0 170.0 621 680 170,0 170.0 1488 1700 /! 170.0 8800 170.0 1700 1735 1983 170,0 1710 521 680 1790 170.0 7963 2267 1700 170.0 621 680 48 in 170.0 708 170,0 624 170.0 850 170.0 584 170.0 992 59625 in 770.0 747 170.0 583 170.0 896 170,3 631 170,0 1048 170.0 684 170.0 7795 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170,0 1793 1700 758 170.0 2092 770.0 756 170,0 2391 770.0 756 641n 170.0 797 170.0 612 170,0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1694 170.0 856 170.0 1913 1790 861 170.0 2231 1700 861 1700 2650 170.0 170.0 881 1063 601n 63 in 170.0 585 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 678 170.0 7417 170.0 944 170.0 1594 770.0 998 170.0 7711 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 190.8 2680 1790 930 170.0 745 7700 1116 770.0 850 170.0 1302 1700 940 170.0 1488 770,0 1015 170.0 1673 170.0 1075 170.0 1859 170.0 1122 170.0 2231 1709 1169 166.7 2553 170.0 1171 145.9 102.9 2553 2437 1790 170.0 1171 1288 86 M 170.0 974 170.0 769 770.0 11811 170,5 603 1790 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 7818 170.0 1210 175.0 2338 770.0 1276 151.9 2437 170.0 1288 72 in 170.0 1083 170.0 878 170,0 1276 170.0 7008 170.0 1488 170.0 1126 170.0 1700 7700 7228 770.0 1913 170.0 1375 170.0 2125 170.0 1387 145.8 2184 1700 1488 1248 2184 170.0 1529 109.2 2184 170.0 1530 78 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 770.0 7421 148.8 1960 170.0 1505 123.8 1980 181.8 1548 106,1 1980 154.0 1535 929 1860 152.7 7531 781n 60 in 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137.4 1861 163.7 1600 714.5 1861 147.3 1473 992 1881 139.6 1469 86.9 1881 137.8 1454 170.0 1328 170.0 1144 1491 7398 158.0 1219 127.8 1398 138.0 1795 111.8 1398 121.3 1179 99.4 1398 110.2 1182 89.5 1398 101.6 1147 74 -5 1395 898 7722 83.9 1398 82.7 1105 599 1398 78.9 62,1 1098 967 961n 108 in 147.4 1229 151.5 1098 722.9 1229 127.8 1079 105.3 1228 111.2 1061 92 .1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 792 993 52.7 1226 65.9 977 491 1229 103.5 971 105.8 877 86.3 971 89.0 882 74.0 971 77,2 70.9 849 806 64.7 59.6 � 919 68.4 92,9 837 794 57.5 53.0 971 916 81.8 58.7 825 784 51.8 47.7 971 919 58.5 57.8 815 774 411 39,7 971 919 49,0 448 758 758 37.0 34.1 971 919 44.0 402 782 742 32.4 288 978 819 40.8 37.1 771 732 711 in 95.4 919 97.3 632 79,5 919 81.9 819 681 919 1201n 76.5 788 78.6 718 62.9 758 84.5 705 53.9 788 55,8 695 47.2 786 49.4 598 41.9 788 44,4 677 37.7 786 40.5 688 316 768 34.9 653 27.0 788 31.0 641 216 786 28,4 631 1441n 43,7 548 44.2 504 36.4 546 37.0 498 37.2 546 31.9 491 27.3 546 28.2 455 24.3 548 25.3 479 21.8 548 22.9 474 192 648 195 464 15,6 546 179 455 13.7 546 15.5 440 TABLE 9B Anchor Capacity Table ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn. Hollow CMU Filled ANCHOR CAP.,",,,,,"„ (DP�o) X Anchor Type: 3/16• Elco Ultrawn 1/4" Elco Uarecon 5/18" Elco Ultra con 3246" Elco Uerecon t/e" Eko Ultrecon 1/4" SS El0C 5/16" Elco N(racon CMU 114" SS Elco AggreGator PT 610 Steel Screw (G5) Wood 812 Steel Screw (G5) Metal 612 Steel Screw (G5) ) =ANCHOR CAP.,,, MULLION CAP.,,,,,,,,, USE USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION1 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, Edge Dletence 054: 1" 2-1/2" 1• 2_8/2" 3.1/0" 1" 2.1/2" 1" 2 -1(2" 2" 3-1/8• 2" 0.40• 0 94' 6.324• Embedment (in): 2Anchoo " 1.3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1 -8/4" 1 -7/4" 1.1/4" 1 -1/4" 1.714+ 2' hgrg+ 1_yg• X4.75 Min . O.C. /3ter�d Gip (Flg.tor 2): 4 Anchors 2.66' Min 390 lb ago (58 450(09 ago lW 1644Iba 270 ibs zoo ibs 959159 740(50 468 tba 664 Ms 11821bs 928/58 42015, lab gge4) 560 )59 @ O.C. / Standard Clip (Fig. 3): 6 Anchors 7401be 740Ibs 630lbs 1485165 1424 Ms N/A 580108 N/A 695 Ibs NIA 8801bs N/A 6521ba 640Ina 911 1/7" Min O.C. / Standard Gip (FIg, 4): 4 Anchors 3" Min 8551bs r 050 ..= 750 (50 194810-1 NIA WA 705Im WA 760 (58 N/A wA wA 9781017 1260Ibs 1120150 @ O,C. / (2) 205 Angle Clips (Fig. 5): 6 Anchors 3" Min. 780 (51 781 bs 68015, 156010, 1986 (6, 540 ., 680105 WA Teo Ibs 9361-1 680 Ibs 2364 toe 1352 Its 640 (50 1680169 11201M @ O.C. / (2) 265 Angle Clips (Fig. 6): 3 Anchors @ 1,34" Min, 117016, 117016s 102015s 23401bs 28441ba 810 be 840 iba WA 1140 (6, 1404 Ibs 1320 (6, 354616• 978Its 1280 165 1880 the O.C. / LLClip, into 1 /8" Alum. (Fig. 7): 6 Anchors 0.84" Min. WA WA N/A WA WA WA WA WA WA WA WA WA WA WA @ O.C. / LJ-Clip, Into 1 /8" Alum (Fg. 8): 2 Anchors WA WA WA WA WA WA N/A WA N/A N/A N/A WA N/A WA g7q 1� ©2.65" Min. O.C. / F-Clip (Fig. 9). 3 Anchors 370 Ms 370168 3151ba 74316, 71216, WA 28016, WA 348169 WA 44016, WA 328168 4201bs 2 Ibe 56016, 0 1.71" Min, O.C. / F-Clip (Fig. 10): 390 (59 390169 34016, 780158 948 Ibs 270165 280 165 800 380165 468 Ms 440150 118216, 326 Me 4201bs 56010, FIGURE 1: O 0 0� 0 0 0 • FIGURE 2: FIGURE 3: FIGURE 4: O 00 0 0 00 0 • 0 FIGURE 5: FIGURE 7: 1• • • • 0 • 0 0 0 0 0 • • FIGURE 6: • FIGURE 8: FIGURE 9: FIGURE 10. 10 0 • •I o 0 0 0 0 0 0 • • • • 00 • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 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. .250" 2" X 4"X.25" MULLION 8 m J 2 N X a X jOl N co c0 1 1 1 0) 00 z O PRODUCT REVISED as complying with the Fiorito, Building Code Acceptance No J" Ii • • �L�.'._ '�I' Mi, BY 'lade Produ e/rS'!y tt111 ct11111 TABLE 4A Mullion Capacity Table (Ibstft°) 1 x 2.76 x .650 Alum. Tuba Mullion Opening Width (for verlca Ily- spanning mullions) or Opening He ght (for horizontally -span ng mullions) 501n 601n 701n 80 in 90 in 10018 1201n 140 in 1801n Rectangular Loading TraP/Tdang. Loning Rectangular Loading Trep/Triang. Loading Rectangular Loading Trep/TrIeng. Loading Rectangular Loatln9 Tra n p/T ang Loa8n0 Rectangular Loafing TrLongg. Loading Rectangular Loadi ng T Loading Rectangular Loading T or . Loading Retelggar Loading 7r on Loading Re Loading T ng 9. Loading k 'ill �° 3'. � -`��' a` 'Ili i u� Es as '1'R '> i_ �ryE • 1 S a . '41'1 ci_ .a sg i .0 a`s •. y §,r'a g :I8, u` a1$ i�g LS S's s . 11 i�` arc 'y8. (i s` fg $ fs- a`z Mullion Capahity (bsRt2) 8`+� u$ .ga a` ,. 8 ?Erys �� - 3 a� .,. § ag I 8o g's arc .. 8 �g Anchor Capagity Required dbs) ,� 3 §^'$ fg al- i` g$ .1 gg Anchor CapeCity Required dba) 11 Anchor Cepadity Required (Ibsi g ci 5- -1-,4 $ c� ; 's U $ ..: U fit EB G U y 's arc .., V55 . ]g 37; ##44 L; a¢ .Yk sg _ ..c.. k Ei 01 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 982 170.0 519 170.0 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 170.0 521 46 in 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 170.0 877 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 880 108.3 1417 170.0 880 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 759 121.9 1286 170.0 758 1045 1288 170.0 758 51A 1286 170.0 758 54 in 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 B03 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 861 88.1 1130 170.0 881 t 753 1130 170.0 861 80 in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 748 109.9 915 132.3 735 57.5 915 123.9 726 87.9 915 116.5 720 73.2 815 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 63 in 151.8 830 161.9 710 126.5 830 138.6 894 105.5 830 123.2 BM 94.9 830 112.2 670 94.4 830 104.6 662 75.9 830 98.4 656 63.3 630 94.5 8449 54.2 830 94.1 649 47.4 830 94.1 849 50 In 132.1 757 140.0 655 110.5 757 119.5 636 94.3 757 105.8 624 82.5 757 96.1 814 73.4 757 89.1 608 66.0 757 84.2 600 55.0 757 79,0 593 47.2 757 78.2 591 41.3 757 78.2 591 7 "e In 101.7 636 106.8 _5;.2 04.8 63fi 91.0 540 72.7 ' 6"'36 80.1 530 63.8 638 72.2 521 56.5 836 66.5 514 50.9 638 62.3 508 42.4 636 57.2 500 36.3 838 55.3 497 31_B 638 55.2 497 761n 66.5 571 90.4 49B 72.1 571 76.8 488 6f5 571 67.4 479 54.1 571 80.8 471 46.0 571 535 464 43,2 571 51.5 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 78 in 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 458 50.0 542 557 449 44.4 542 51.0 442 40.0 542 47,5 437 t 33.3 542 42.9 429 28.8 542 40.6 425 250 542 40.1 423 901n 52.1 407 53.7 331 43.4 407 45.4 355 37.2 407 39.8 345 32.5 407 35.3 343 269 407 32.1 338 28.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319 961n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32,4 359 28.9 358 28.8 304 23.8 358 26.1 3110 21.5 359 24.5 296 17.9 358 21.0 289 15.3 358 192 284 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 200 15.1 283 16.5 237 111 in 27.8 287 28.3 242 23.1 267 23.8 238 19.5 287 20.8 235 17.3 267 18.3 231 16.4 267 18.5 228 120 in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 18.2 202 1 Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow 0620 Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ullrecon 1/4" Elco Ullrecon 5716' Elco Ullrecon 3116" Elco Ultracon 1/4" Elco l8trecon 1l4" S6 Elco AggreGstor 5118" 8100 55568on 1l4" SS Elco AggreGalor #10 Steel Screw (05) 412 Steel Screw (G5) 412 Steel Screw (G5) Edge Distance On): 1' 2-1/2" 1" 2 -1/2" 3.1/8" 1" 2 -1/2' 1" 2 -1 /2" 2' 3.1/8" 2" 0.48" 0.54" 0.324" Embedment (In): 1 -3/4" 1 -314" 1.314" 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) 2 Anchors 55 4.75" Min. O.C. / Standard or Mel Clip (FIg. 1), 390 (bs 390 (ba 450 Ibs 590 Ibs 1644 Ibs 270106 2801bs 3541bs 7401hs 46B Ms 664109 11821 bs 328 It. 420106 560106 4 Anchors /5 1.15" MIn. O.C. / Standard (or Offset) Clip (Fig. 2): 480150 700106 WA WA WA N/A 380150 WA WA WA WA WA 652 Ibs 840 (b 1120116 4 Anchors 55 3" Min. 0.G. / (2) 2x5 Angle Clips 7 (Fig. 3): 780 (50 780150 680188 1580103 1896106 5401bs 560103 506 780 Iba 938 (50 - 68016. 2364106 852106 540 b 1120106 2 Anchors 6/ 0.45" Min. O.C. / U -Clip, into I/O' Alum. (Fig. 4): WA WA WA WA NIA WA WA WA N/A WA WA WA WA 716106 1 Anchor / F -Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 109 135 156 1401bs 177106 370156 234 106 332 Ibs 591 (50 163 )50 210 Ib6 280 106 2 Anchors 55 1.15" Mtn. 0.C./ F -Clip (Fig. 6): 240 )b1 350106 WA WA WA N/A 195150 508 N/A NIA WA WA 328150 420 Ibs 5601bs : FOR THE Orr�E r 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: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.„„,„ „ DP o) X / _ANCHOR CAP.,,,, MULLION 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 OUALIFY 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 5G 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. --r 1.000" 2.750" r4 .650" 1" X 2.75" X .855° MULLION N z 0 A NT ALUMINUM TUBE MUL 8 N O CO 8 0) 550 PRODUCT REVISED ns complying with the 719814/ Building Code Acceptance No ,-9 ' • Ex.iratiool)o(0 swop", ,4111P Miami SadeProduct'� \11\111111///7` �yo *. No. 58705 EO <ttC A. LYNN' ktill'e R,1P.E. FL P.E.# 58705 ib TABLE 10A Mullion Capacity Table (lbsl(t2) 2x8x.26 Alum. Tube Mupion 0 m J 0 42 In 48 In 50 in Rectangular Loading Trap/rrieng. Loading 60 in Rectangular Loading Opening Width (forserdcally- spanning motions) or Opening He ght (for horizontally-span ng mullions) Trap/Riep. Loading 70 In Rectangular Loading Trap/Tdang. Loading 80 OI 90In 100 in 1201n 160 In Rectangular Loading Trap/Tdaiig. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loa8n9 Trap/Tnang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Loading Rectangular Loading Loading X 1 a if if 8 50.625 In 54 in 801n 63 44 170.0 170.0 170.0 520 708 1700 170.0 435 524 24. 170.0 170.0 ##8 all if 2e 744 950 170.0 170.0 478 is 170.0 0' li .1 I sa B k3 li arc 1 18 f60 Ji 958 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 521 s@. 170.0 8 1240 170.0 F 4 a rc 521 2 00 170.0 ,F 5 arc 1488 1 170.0 521 170.0 1735 fi 1983 170.0 521 747 170.0 583 170.0 584 170.0 992 170.0 630 170.0 1133 770.0 661 170.0 1275 170.0 677 1700 1417 170.0 680 770.0 1700 170.0 1983 170.0 880 170.0 170.0 880 170.0 797 170.0 612 170.0 898 170.0 631 170.0 1049 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170,0 1783 170.0 170.0 170.0 170.0 885 170.0 701 958 170.0 691 170.0 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 2231 170.0 2550 170.0 170,0 930 170.0 745 170.0 1083 170.0 707 170.0 1240 170.0 878 170.0 1417 170,0 944 170.0 1594 1700 698 170.0 1771 170.0 1093 170.0 2125 170.0 2479 170.0 1063 66 In 72 M 761n 76 in 90 in 961n 170.5 974 170,0 789 170:0 170.0 1116 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 2975 170.0 170.D 170.0 1063 170.0 878 170.0 1169 1275 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1166 170.0 1948 170.0 1210 170.0 2338 170.0 170.0 2727 170.0 3117 170.0 1288 1122 170.0 997 170.0 170.0 1009 170.0 1488 170.0 1128 1700 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 1700 2975 1529 170.0 1530 170.0 1151 170.0 967 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170,0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170,0 170.0 3140 170.0 1705 170.0 1328 170.0 1144 170.0 1381 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 1700 3223 170.0 1777 170.0 3883 170.0 170.0 1417 170.0 1232 170.0 1594 1700 170.0 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1659 170.0 2391 170.0 1703 170.0 2858 170.0 1918 170.0 3188 170.0 3413 2273 1700 2361 108 in 111 In 170,0 1594 170.0 1409 170.0 1434 170.0 1983 1700 1822 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170,0 2833 170.0 2095 180,0 3189 170.0 166.8 2470 120.0 3199 170.0 1838 170.0 1454 170.0 1913 1966 170.0 170.0 1847 170.0 2231 170.0 1870 170,0 2550 1700 2078 164.8 2781 170.0 2271 148.3 2781 181.9 2333 123.8 2781 2234 2781 2190 120 M 144 In 170,0 1771 170.0 1688 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 182.3 2245 138.8 2632 148.4 2216 113.8 2832 128.4 2166 97.6 2632 125.1 1584 128.9 1445 2125 170.0 1859 154.4 2252 159.9 1991 135,1 2252 141.4 1984 1201 2252 1272 1938 1061 2252 116,1 1915 90.1 2252 1872 77.2 2252 97.6 2252 81.4 104.3 1564 108.1 1425 89,4 1584 91.5 1407 78.2 1564 80.7 1390 69,5 1584 72.3 1373 62.6 1584 85.7 1358 52,1 1584 1330 49.2 44,4 Anchor Clip Patterns Anchor Capacity Table fibs) 2.7k Concrete 3.5k Conc. Hollow CMU Anchor Type: Edge Distance (in): arnbed..nt co 3/15" Elea Uhracon atracon 5/16" Elco Ultracon 1" 1/4° Elea Macon AggreGator 5/18" Elco Ultracon Filled CMU PT Wood MOM 1/4" SS Eico AggreGetor 910 Steel Screw (65) 1112 Steel Screw (G5) 412 Steel Screw (G5) 390 lbs 390 lin 450 1113 890 lbs 1644 lbs 2. 1-3/8" 780 lbs 780 lbs 3064 lbs 270 lbs 260 163 364 lbs 740 ibk 488 lbs 664 163 1182 gm 420 lbs (see note 4) 560 lba 1180 lbs 2595 Ws N/A 550 163 708 lbs 936 lbs 1104 lbe 2364 lbe 652 lbs 843 lbs 780 lbs 680 lbs 1560 lbs 1898 Ibs 540 Ms 940 lbs 1065 Its N/A 1304 lbs 2240 lise 1580 Ms 1550 lbs 1360 lbs 3120 lbs 3792 tbs 560 lbs N/A 936 Ms 860 lbs 852 lbs 840 lbs 1120 lbs 1880 lbs 2100 lbs 1440 lbs 3780 lbs N/A 1080 tbe 1120 lbs 1872 Me 4728 lbs 1304 lbs 2240 lbs NIA N/A NIA 1958 lbs 3380 lbs NIA NIA AYA NIA NIA NIA 39D lbs 450 lbs 270 lbs 280 lbs NIA N/A NIA 2864 lbs 590 lbs 700 lbs 505 lbs 1298 lbe N/A 354 lbs 740 lbs 488 163 552 lbs 328 lbs 420 lbs 560 lbs 470 lbs NIA 662 lbs 1120 lbs • • FIGURE 2: • • FIGURE 3: • 0 • • • FIGURE 6: • • FIGURE 4: • • • • FIGURE 8: FIGURE 9: FIGURE 10: 1 FIGURE 7 • • 0 00 • FIGURE 11 • • • • ANGLE CLIP MUST OE USED IN ANCHOR CAPACITY ADJUSTMENT FORMULA: 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. .250" 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 AC1 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 0 LU 2 co AV el PRODUCT REVISED as complying with the Florida Building Code Acceptance No iiI.ate !MAW/6 ddit JO, By Miami Product TABLE 3A Mullion Capacity Table (Ibs/it2) 102.750 R Opening Width (for vertically - spanning mullions) or Opening He ght (for horizontally- spanning mullions) 551n 6 60 in 7 701n 6 651n 9 901n 1 100 in 1 120 In 1 1401n 1 160 In Loading L Trap /Mang. R Rectangular T Trap /Titans. R Rectangular T Trep /Triang. R Rectarguar T Trep/Tdanp. R Rectangular T Trep/Tnang. R Rectangular T Trap/Trieng. f f Rectangular T Tmp/Tdan8. R Rectangular T Trap/Tnsng. R Rectangular T Trap/T1ang. 1PInlgon f Tube ; E . ;.;.. ; ;..,.. s % q s c c_ F F e e.. a a F F F F . .k• ^ . , ^, _ 1c . ,g , _ � U. 1 1i'c < ,:fig ` 3 i `3 � PI . �� n 3 c Lr- - ,9g .,. g n B g . B a 1 , a a ,., I I _ �c ¢ a co 6 42 in 1 17E0 6 620 1 170.0 4 435 1 170.0 7 744 1 170.0 4 476 1 170.0 8 868 1 170.0 5 508 1 170.0 9 992 1 170.0 5 519 1 170.0 1 1116 1 170.0 5 521 1 170.0 1 1240 1 170.0 5 521 1 148.7 1 1301 1 170.0 5 521 1 127.5 1 1301 1 170.0 5 521 1 111.5 1 1301 1 170.0 5 521 48 in 1 170.0 7 708 1 170.0 5 524 1 170.0 8 850 1 170.0 5 584 1 170.0 9 992 1 170.5 6 630 1 170.0 1 1133 1 170.0 8 861 1 151.5 1 1139 1 170.0 6 677 1 136.6 1 1139 1 170.0 6 680 1 113.9 ' ' 1139 1 170.0 6 660 9 97.6 1 1139 1 170.0 6 680 8 85.4 1 1139 1 170.0 8 880 50.825 In 1 170.0 7 747 1 170.0 5 563 1 170.0 8 896 1 170.0 6 631 . .187.8 1 1032 1 170.0 6 684 1 146.8 1 1032 1 170.0 7 723 1 130.5 1 1032 1 170.0 7 747 1 117.4 1 1032 1 170.0 7 756 9 97.9 1 1032 1 170.0 7 756 8 83.9 1 1032 1 170.0 7 756 7 73.4 1 1032 1 170.0 7 756 54 in 1 170.0 7 797 1 170.0 6 612 1 161.3 9 907 1 170.0 6 691 1 1 138.2 9 907 1 1647 7 730 1 125.9 9 907 1 152.5 7 720 1 107.5 9 907 1 145.0 7 714 9 9E8 9 907 1 191.1 7 710 8 80.6 9 907 1 149.0 7 709 6 69.1 9 907 1 140.0 7 709 6 60.5 9 907 1 140.0 7 709 80 in 1 141.1 7 735 1 151.5 6 625 1 117.6 7 735 1 130.3 8 811 1 100.8 7 735 1 116.0 5 599 8 88.2 7 735 1 106.2 6 690 7 78.4 7 735 9 99.5 5 583. 7 70.5 7 735 9 951 5 578 5 58.8 7 735 9 91.8 5 574 5 50.4 7 735 9 91.8 5 574 4 44.1 7 735 9 91.8 5 574 83 in 1 121.9 6 668 1 130.0 5 570 1 101.6 6 668 1 111.5 5 557 8 87.0 6 666 9 98.9 5 547 7 76.2 6 666 9 90.1 5 536 8 87.7 6 666 8 83.9 5 531 6 60.8 6 666 7 79.8 5 528 6 65.8 6 666 7 75.8 5 521 4 43.5 8 866 7 75.6 5 521 3 38.1 8 866 7 75.6 5 521 66 In 1 106.0 8 807 1 112.4 5 522 8 88.3 6 607 9 96.1 5 511 7 75.7 6 607 5 55.5 5 501 6 66.2 6 607 7 77.1 4 493 5 58.9 6 607 7 71.5 4 488 5 53.0 6 607 6 67.6 4 481 4 44.2 6 607 6 63.4 4 476 3 37.9 8 807 6 62.7 4 474 3 33.1 6 607 6 62.7 4 474 72 in 8 81.6 5 510 8 85.8 4 443 6 68.0 5 515 7 73.0 4 434(.58 3 3 ' ' 515 6 64.3 4 425 5 51.0 5 510 5 57.9 4 419 4 45.4 5 510 5 53.3 4 413 4 40.8 5 510 5 50.0 4 408 3 34.0 5 510 4 45.9 4 402 2 282 5 510 4 44.4 3 399 2 25.5 5 510 4 443 3 399 761n 6 69.4 4 458 7 72.5 4 400 5 57.8 4 468 6 61.7 3 392 4 49.6 4 458 5 54.1 3 385 4 43.4 4 458 4 48.6 3 378 3 38.6 4 458 4 44.6 3 373 3 34.7 4 458 4 41.8 3 368 2 28.9 4 458 3 37.7 3 382 2 24.8 4 458 3 36.0 3 359 2 21.7 4 458 3 35.7 3 358 78 in 8 84.2 4 435 6 67.0 3 381 5 53.5 4 435 5 56.8 3 373 ' 4 45.9 4 435 4 49.8 3 388 4 40.1 4 435 4 44.7 3 360 3 351 4 435 4 40.9 3 355 3 32.1 4 435 3 38.1 3 351 2 26.8 4 435 3 34.4 3 344 2 22.9 4 435 3 32.6 3 341 2 2111 4 435 3 32.2 3 340 901n 4 41.8 3 327 4 43.1 2 290 3 34.8 3 327 3 36.4 2 285 1 2 29.9 3 327 3 31.8 2 200 2 26.1 3 327 2 28.3 2 275 2 23.2 3 327 2 25.7 2 271 2 209 3 327 2 23.7 2 268 1 17.4 3 327 2 21.0 2 262 1 14.9 3 327 1 19.3 2 268 96 In 3 34.9 2 287 3 35.4 2 257 2 28.7 2 287 2 29.9 2 252 2 24.6 2 287 2 28.0 2 246 2 21.5 2 287 2 23.1 2 244 1 19.1 2 287 2 20.9 2 240 1 17.2 2 287 1 19.3 2 237 1 14.4 2 287 1 19.9 2 232 108 in 2 24.2 2 227 2 24.7 2 205 2 20.2 2 227 2 20.8 1 17.3 2 227 1 18.0 1 198 2 27 1 16.0 1 195 111 in 2 22.3 2 215 2 22.7 1 194 1 18.6 2 215 1 19.1 1 191 1 15.9 2 215 1 18.6 1 169 120 in 1 17.6 1 184 1 17.9 1 167 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (Ibs) A Anchor Clip Patterns T Substrate: 2 2.7k Concrete 3 3.5k Conc. H Hollow CMU FIIIed CMU P ANCHOR CAP.,,,,,,,, Anchor T 5 3/16" Elco Ulbacan 1 1/4' Eko Ullracon D 5116" Elco 1 3/18" Elco Ullrecon 1 1/4" Eloo Ultracon A 1/4" SS Elco 5 5/16" Elco 1 114" 50 Eico 9 PT W Wood M M0lal ( ) - Edge Distance (9): 1 1" 2 2 -1/2" 1 1" 2 2 -1/2' 3 3-1/5" 1 1" 2 2 -1/2" 1 1" 2 2 -1/2" 2 2 3 3.1/6' 2 2" 0 0.48" a asst" 0 0.324^ C Embedment (in): 1 1 -3 /4" 1 1 -3/4" 1 1 -3/4" 1 1.3/4" 2 2" 1 1 -1/4" 1 1-1/4" 1 1-1/4" 1 1 -1/4" 1 1 -1/4" 1 1 -1/4" 2 2' 1 1 - &8" 1 1 -318" ( (ace note 4) A X 4.75" Min. 0.0. / Standard or Offset Clip (Fig. 1): 3 390 Ms 3 390 Ms 4 450 Ibs 8 890158 1 1644 Ibs 2 270 Ibs 2 280 Ibs 3 354 lbs 7 740 lbs 4 46618 6 664 Ibs 1 1182 Ibs 3 328 Ibs 4 420 lbs 5 560 lbs O ® 1.15" Min. O.C. / Standard (or 000 t) Clip (FIg. 2): 4 460 Ibs 7 700158 1 14/A N N/A - W WA N N/A 3 380 Na N NA M MA N NA N NA N N/A 8 85218 S Sao roc 1 1120 ibs C 8 3" Min. 0.0.1 (2) 285 Angle Clips 1 (Fig. 3): 7 780 Ibs 7 780 lbs 6 660 Ibs 1 156018 1 189618 5 540 lbs 5 560 lbs W W8 7 7601bs 9 936 Ibs 6 680 lbs 2 2364 Ms 8 852 Ibs 8 8401bs 1 112018 M Anchors do 0.45^ Min. O.C. / U-Ctip, into 1/8 "Mum. (Fig. 4): 1 14 /8 N N/A N NIA N NIA N NA W WA W WA W WA 1 14/0 W WA N N/A W WA N N/A N NA 7 716188 C 1 Anchor / F -Clip (Fig. 5): 1 195 Ibs 1 195 Ibs 2 225 lbs 4 445 18 8 82218 1 1351bs 1 140Ibs 1 177 lbs 3 370108 2 234 Ibs 3 33218 5 59118 1 18318 2 210 lbs 2 280 ibs A 2 Anchors (91.15" Min. O.C./ F -Clip (Fig. 8): 2 290 18 3 35018 7 70/A N N/A N N/A N N/A 1 190 Ihs N NA W WA N N/A N NA W WA 3 32818 4 420Iba 5 56018 A FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: • • ME r.NCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 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° .375" 1" X 2.75" X .375' MULLION 0 W 0 0 J D ul 6 K to r N X 1 i 1 B sz N CO g0 Z 0 .O kce PRODUCT REVISED n3 complying with the Florida Building Code Acceptance No E piraliolTate 0) /6 BMy i� am 1� Pte D a . O •' P1 1 r;31 fI '/' l7• 0,,,, LYNN 41/ *N58707oC. ENS0F ' 4• de odu *33oiL� Ig2r 1 FL P.E.# 58705 TABLE IIA Mullion Capacity Table (ibe/ft2) 1.26" x 2.11" x .125" Alum Tube Mull 0 42 in 501n Rectangular Loading 144.2 528 Trep/Tdang. Loading A 187.0 428 80In Rectangular Loading h ll 120.2 628 Trop/Tdeng. Loading 1111 148.9 419 Opening Width (forveRlcaly-spanning mullions) or Opening He ght(for horizontally- spanning mullions) 701n Rectangular Loading Trap/Tdan9. Loading 8010 Rectangular Leading k' p^ rig 90 in 100 in 120 In 140M 160 In 1 la 103.0 Trap/Tdang. Loading Rectangular Loading Tnp/Tdang, Loaaln5 d� 11 I/ Rec10nguler Loading Trap/rriang. Loading h11 Rec1a99ular Loading ! if Trep/rdang. Loading Rectangular Loadng 1 Trap/Wang. Loading Rediengular Loading nap/Mang. Loading 1 I 528 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 528 134.1 411 45 6. 60.825 in 54 In 80 in 831n 86 in 72 in 76 In 76 in 98.8 82.3 87.8 49.5 42.7 403 382 108.0 91.0 333 301 50.5 88.8 403 382 84.7 79.3 325 294 69.0 58.8 403 86.4 320 80.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.8 314 80.1 526 134.1 411 51.5 528 134.1 411 45.1 134.1 411 43.3 403 78.6 314 34.8 403 76.8 314 30.2 403 78.6 314 382 71.9 289 51.5 382 67.2 286 45.7 362 84.8 284 318 256 234 74.1 267 58.5 41.2 318 64.2 281 45.5 318 67.7 258 42.4 318 53.6 253 37.7 318 50.5 41.2 33.9 382 83.8 283 34.3 362 83.5 283 29.4 382 83.5 283 25.7 382 63.5 283 318 49.5 249 53.1 45.8 219 200 35.8 258 234 45.7 39.1 214 195 35.3 258 40.7 210 30.9 258 372 207 27.5 268 34.9 24.7 258 33.4 203 25.3 318 49.1 248 24.2 318 48.1 248 21.2 316 49.1 245 20.8 258 32.2 201 17.7 258 32.2 201 16.6 268 32.2 201 30.5 234 34.7 192 28.7 234 31.8 189 23.7 234 29.4 188 21.4 234 37.2 28.8 213 179 39.4 30.1 183 155 31.0 23.9 213 179 33.7 25.8 178 152 28.5 20.4 213 29.8 178 23.2 213 27.0 173 20.6 213 26.1 170 18.8 213 26.0 23.7 184 17.8 234 26.8 183 15.3 234 20.5 183 13.4 234 28.5 183 169 15.5 213 22.2 167 13.3 213 22.0 168 118 213 22.0 186 24.3 22.5 181 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 148 25.4 143 20.9 181 21.8 137 17.4 161 19.0 136 15.2 181 17.0 162 23,5 133 18.8 152 19.9 131 18.1 152 17.6 120 TABLE 11B Anchor Clip Patterns Subetrete. 2.73 Anchor Capacity Table (Ib6) Anchor Type: 3/16" Elco Uleacon V4" Elco Ultncon _. -.. ---- 5/16" Elco UIlracon 3/18" Elco Ullnadn • ••••••..r .,•.,,, 1/4" Elco Ultrawn 1/4" SS Elco Ag6reGalor 6/18" Elco Ultraeon Flged CMU 1/4" SS Elco Aggr9Gelor PT #10 Steel Screw (G5) Wood 012 Steel Screw (G6) Metal #12 Steal Screw (GS) Edge Distance (in) Embedment (in): 1" 2 -1/2' 1-3/4" 1-3/4" 1" 2-1/2" 1-3/4" 1 -3/4" 3 -1/8" Y' 1" 2-1/2' 1' 2.1/2" 7 37/8" 2' 0.48" 0.64" 0.324" 4 Anchors @ 3" MM. O.C. / (2) 205 Angle Clips (Fig. 1y 780100 FIGURE 1: • • 2" 780100 890106 I 1583 Ibs 1898100 540 160 580100 N/A I 780 1/10 936100 860150 2384100 852156 840100 1432150 • • ANGLE CLIP MUST BE USED IN PAIRS. 1-3/6 13/8' (ass note 4) 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 -75 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: (DP X / ANCHOR CAP.„,,,,,,,` _ANCHOR CAP.,,, i MULLION CAP,,,,,,,,,,, f 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. r-- 1.286' .125" 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) 8 W a -J to N X fV X N a 0 M 1D N 83 g0 Z O g�g� O- 6 PRODUCT REVISED as 008171ying with the Florida Building Cola Acceptance No 1 0 Ex 'rat'. $ate S(V ' r -�/ _ M18ml aodeProduc- I",1, �ON.(1lYNN iM /Zz r/'i�. >'r ' N 58705 o. - �•'•.•� J0 F ll '• �� Q •. STA t EO ;� =�w� �ONAL A. LYNN MILL'�R, P.E. FL P.E.# 3 58705 TABLE 2A - Mullion Capacity Table (ibslle) 1 x Alum. Mullion 2 x .375 Tube Opening Width (tor verticatly- spanning mullions) or Opening He ght (tor horizontally- spanning mullions) 50 In 80 in 701n 80 in 901n 1001n 120 In 140 in 180 in Rectangular Loading 5/18' Elco Ulrecon Trap/Tnang. Loading Rectangular Loading Trap/Mang Loa Ing Rectangular Loading Trep/Tsang. Loading Rectangular Loading Trap/Trieno. Loe Ing Rectangular Loading imp/Mang. Loading Rectangular Loading Trap/Thang. Loading Rectangular Loading Trap/Tong. Loading Rectangular Loading Trep/TOang. Loading Rectangular Loading Trep/Tdarg. Loading o s �• -� ° A. 3 13/4" r �. gr5 a g, ffi 2 arc $ ] ¢ 3 - Anchor Ca :city Required (nth) B v ¢ `. 'r 5g S a .�1 3.- Y n 1 p t ..4.4.1 d 34. 4. � G 2i C s 1 a rc i c 1 _ Iri # i 2 1 1 roro� ts r .,*1 i f- a c _ 0 ' 3 $ 5 '5 _ 6 J f TAR! 42 in 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 606 113.5 882 169.5 518 100.9 662 188.8 517 80.8 882 188.9 517 75.7 882 168.9 517 64.9 682 1819 517 58.7 662 188.9 617 481n 121.8 507 138.0 419 101.4 507 119.2 410 86.9 507 100.7 403 78.0 507 102.6 399 87.6 507 99.6 397 60.8 507 89.0 398 50.7 507 99.0 396 414 507 99.0 398 38.0 507 99.0 396 50.62510 103.7 466 114.6 379 86.4 456 89.8 371 74 -1 456 90.5 384 ', 64.8 456 84.6 360 57.6 458 51.3 357 51.8 458 80.0 358 43.2 455 80.0 356 37.0 458 80.0 356 32A 456 800 356 54 in 65.4 400 93.3 336 71,2 400 80.9 328 61.0 400 72.7 322 53.4 400 67,3 318 47.5 400 64.0 316 42.7 400 62,3 314 35.8 450 51.8 313 30.5 400 61.8 313 20.7 400 81.8 313 60 in 82.3 324 66.9 278 51.9 324 57.5 270 44.5 324 51.2 284 38.9 324 46.9 260 34.8 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 63 hn 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39.8 237 209 294 37.1 234 28.9 294 35.2 232 22.4 294 33.5 230 102 294 33.4 230 18.8 294 33.4 230 66 in 46.5 288 49.6 230 39.0 268 42.4 225 33.4 268 37.6 2211 1 29.2 268 34.1 218 28,0 288 31.8 215 23.4 288 29.9 212 19.5 288 28.0 210 16.7 268 27.7 209 14.6 285 27.7 209 72 in 36.0 225 370 198 30.0 225 32.2 191 25.7 225 28.4 188 22.5 225 25.5 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 106 178 11.3 225 19.8 178 78 In 30.6 202 192 32.0 29.6 177 D 25.5 23.6 202 192 27.2 25.1 173 185 21.9 20.2 202 192 23.9 22.0 170 162 19.2 17.7 202 192 21.6 107 167 159 17.0 15.7 202 192 19.7 18.1 165 157 15.3 14.2 202 192 18.4 18.6 163 155 12.8 11.8 202 192 16.7 152 160 152 10.9 10.1 202 192 15.9 14.4 168 150 9.6 8.9 202 192 15.8 14.2 158 150 76 In 28.3 96n I 15.2 127 19.0 128 16.4 144 18.1 126 -- -- 96 n t 7R 15.2 127 15.6 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Commie 3.5k Cono. Hollow CMU Filled CMU P7 Wood Metal Anchor Typo: 558 3116' El00 Ult1800n 114" El00 Utrecon 5118" 6100 Ullrecon 3/15" Elco Ultracon 1/4" Elco Utacon 114" SS E100 AggreOalor 5/18' Elco Ulrecon 114" 55 Elco AggreGetor #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In) 1" 2 -1/2" 1` 2 -1/2" 3 -1 /8" 1" 2 -1/7' 1" 2 -1/2" 7' 3-1/8" 2' 0.48` 054" 0,324" Embedment On): 13/4" 1. 4" /Os 1 -Y I!" (see 4) 2 Anchors @ 4.75` Min. O.C. / Standard or OBSeI CII 1): 4 Anchors 390158 390 Ibs 450 Ib8 890154 1644154 270 2801ba 354 Ibs 74016e 4881158 684 ba 1182154 328 Ibs 420158 2016 lbs 560154 (811.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2)1 480 (bs 700164 WA N/A N/A WA 380154 _ WA WA WA NIA WA 652 Ibs 840154 1120154 4 Anchors 99 3" Min. O.C. / (2) 245 Angle Clips / (Fig. 3): 2 Anchors 78016E 780 Ma 880154 1560 151 1896 Ibs 540 Ibs 560154 WA 760154 9361bs 850 Ms 2384158 652 Ibs 840 lips 1120 Ib4 99 045" Min. O.C. / U -C116 into 1 /8" Alum. (Fig. 4): WA N/A WA N/A N/A WA WA WA WA WA WA WA WA WA 718 tb9 1 Anchor / F -Clip (Fig. 5): 195154 195164 225 Ibs 445154 822 154 135 Ibs 140154 177 On 370155 234 IDS 332155 591 159 163154 210 Ibs 280154 2 Anchors Q 1.15" Min. O.C.! F -Clip (Fig. 8): NOTF' FOR 1"146 (16F002 rI 10 USE TH 240 Ib9 350164 WA WA WA NIA 190 Ibs WA WA WA WA WA 328154 420 Ibs 580 Ibs E SAME nNCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • O II • 0 FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: - FIGURE 6: 11 • ° • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) x ( ANCHOR 'CAP.,,m8,,,,1 _ANCHOR CAP.,,,. MULLION CAP.,O,,,,,r„ 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. ---� 1,000° (� 1" X 2' X .375" MULLION t0 0 W a 0 -J M X X N 8 )(SD C M t0/ 1 N O Z O 110 ix PRODUCT REVISED as complying with the Florida Building Code , Acceptance No Es iration Date Ny 1 1MQ� LYNN * No. 58705 - -Q a (3o • II Luz: STA E. OF ., •11j: ////,, S /ONA�- ., A. LMI(IMILL R, P.E. FL P.E.# 58705 TABLE 12A Anchor Clip Pa5e1ns Mullion Capacity Table (lbelft2) 3.26 DEG. BAY "30 AL MULL Opening Width (for verticatly- spanning mullions) or Opening Height (for horizontally -span rg mullions) 501n Rectangular PT Wood 8019 70 In 80 In 90 in 100 In 120 In 14019 180 in Loading 114" SS Elco AWreGaior Trap/Tdarg. Loading 612 Steel Screw (55) Rectangular Loading Tnp/Tdan9. Loading Reclan9ular Loafing Trap/Plano. Loading Rectangular Loading Tnp/Tnang. Loading Rectangular Loading Trap/irking. Loafing Rectangular 1080155 Tnp/Mang, Loading Rectangular Loading TnplT4ang. Loading Rectangular L09,n9 Trap/70890 Loading Rectangular Laedirg Tnp/Tria g. Loading gc yg£ cS �`g_ 11 QK i £ QK .8 fc ` aagc £ gc r _ $-° yye a � 3- £ � 1 £$ 3X` "2e. " .£ - £ s_ S`` K £ p5 fC £ „rc £ ciX` 31 £ ¢ £ i_ :v _ cR `�' arc 4* ci` 'i f £ 41 Qo: k s $£g r:5` ypkt aI £ §g fg & i 15 'S- _.�- r� 11 az 7 _c Anchor Capacity I Required Pde) r s1 £ 3$ ce g$ £ o `e 21 i� < 1 p Null Length 42 In 170.0 820 170.0 435 1700 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 1710 521 149.1 1740 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 1710 830 170.0 1133 170.0 861 170.0 1275 170.0 877 170.0 1417 170.0 680 1522 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 880 50.625 in 170.0 747 170.0 563 1715 898 170.0 631 170.0 1048 170.0 884 170.0 1105 170.0 723 170.0 1345 170,0 747 184.2 1443 1700 756 138.9 1443 170.0 756 1173 1443 1710 758 102.8 1443 1710 758 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 656 120.3 1353 1710 861 1031 1353 170.0 861 90.2 1353 170.0 861 80 In 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 158.8 936 118.9 1218 152.1 924 97.4 1218 148.1 913 83.5 1218 146.1 913 73,1 1218 1461 913 63 in 170.0 830 170.0 745 1700 1118 170.0 850 150.2 1150 188.8 933 131.4 1150 153.0 914 118.8 1150 141.9 898 105.1 1150 134.2 885 87.8 1150 126.7 871 75,1 1150 1262 870 85.7 1150 1212 873 86 in 170.0 974 170.0 789 152,4 1048 165,8 881 130.8 1048 148.8 884 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 118.8 830 78.2 1048 1014 821 85.3 1048 108.2 819 57.1 1048 1062 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 78.2 680 92.0 712 70.4 880 80.2 703 58.7 880 712 699 50.3 880 78.5 888 44.0 880 78.4 8813 78 in 119.7 780 125.1 690 99.8 790 108.4 876 85.5 790 93.3 883 74.8 79D 83.9 852 66.5 790 76.9 649 59.9 790 71.7 635 45.9 790 651 824 42.8 790 82,1 819 37.4 790 816 817 78 in 110.8 750 115.5 857 92.3 750 68.1 844 79.1 750 86.9 032 89.2 750 77.1 821 61.5 750 70.8 812 55.4 750 65.7 605 48.2 750 59.4 594 308 750 66,2 688 34.0 750 85.6 588 901n 721 583 74.4 500 80.1 563 621 491 51.5 583 54.8 483 45.1 583 48.9 475 40.1 583 44.4 468 98.1 563 40.9 482 30.0 583 312 452 25.6 583 33.3 445 22.5 583 316 442 961n 59.4 495 81.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 427 33.0 495 36,1 415 25.7 495 33.2 409 24.8 495 291 400 21.2 495 26.6 394 118 495 25.0 390 108 in 41,7 391 42.8 353 34,8 391 35,9 346 29.8 391 31.1 342 211 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 336 32.0 370 33.0 330 27.5 370 28.8 325 24.0 97D 25.3 320 21.4 370 22.8 318 19.2 370 219 312 18.0 370 18.1 305 1201n 30.4 317 30.9 259 25,3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 275 16.9 317 17.9 273 144 in I C 1')C 17.8 220 17.8 203 Anchor Clip Pa5e1ns Subslrale. 2.7k Concrete 3.51, Conc. Hollow CMU F91ed CMU PT Wood Metal Anchor Type: 3/18" Elco Uitrxpl U4' Elco Macon 5,18 Elco Uliracon 3/18" Elco Uttracon 114" Elco Uluaeon 1/4" SS Elco A99reeator 5/16" Elco Ultncon 114" SS Elco AWreGaior 610 Steel Screw(05) 612 Steel Screw (55) 912 Steel Screw (05) Edge Distance (In): r 2-1/2' 1" 2 -1/2" 3-1/8" 1" 2 -1/2" 1" 2 -1/2' r 3-1/8" r 148" 154" 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' 1-3/8' (see note 4) 2 Anchors /5 5° Min. 0.7. I (2) 245 Angle Clips (119. 1): 390163 390195 450163 690166 170011m 270163 280163 354 Ms 743lbs 488163 720 Ibs 11821e9 328163 420163 56016s 4 Anchors /5 3.5' Min. 0.C. 1 (2) 245 Angle Clips (Fig. 2): 8 78015s 760163 790195 1670163 25251bs 54015s 580163 N/A 11201b8 936 063 880 Ibs 2364163 652163 840166 1120163 Anchors ® 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120163 1120lbs 955163 2246163 22541bs N/A 840163 N/A 1059163 N/A 1320163 N/A 978163 1280163 1880165 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 -80. 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 ANCHOR CAPACITY ADJUSTMENT FORMULA: (D) X ANCHOR CAP.,,„,,„„ = ANCHOR CAP.,,, MULLION CAP,,,,,,,,,,,1 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 0 (0 g. 1 z 01 0 g0 z PRODUCT REVISED as complying with the Florida Building Coda Acceptance N0 "" i d E .'rati.n$ ate zad a Mil1m' e Produc- ' ' \00 111111//,,,, * r No. 58705 .. 41713°11 g=." STATED ,O'� •.•FLOR10�'••••�.�?� 7//S,SIONA\- E: A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 1A Anchor Clip Patterns Substrate: 2.7k Concrete Anchor Capacity Table (lbs) 3.5k Cont. 5/18" Elco U1lracon Hdlow CMU Fined CMU PT Wood Metal Anchor Type: Edge Distance (In): Embedment (In): 2 Anchor, 5 4.76" Min. O.C./ Standard or Offset Clip (F19.10 4 Anchor 19 1.15" Min. O.C. / Sland.10 (or Offset) Clip (Fig. 2): 4 Anchor 193" MN. O.C. / (2) 205 Angle Clips / (Fig. 3): 2 Anchors III 0.45" Mln. O.C. / U -CIIp, Into 1/8" Alum. (Fig. 4): 1 Anchor / F-Clip (Fig. 5)' 2 Anchors 0 1.16" Mtn. O.C./ F -Clip (Fig. 6): 3/18" Elco Lglracon 1" 1/4" Elco U8racon 3/18" Elco Unrecon 114" Elea 5010000 1 -3/4" 2 -1/2" 1-3/4" 1 -3/4" 2 -1 /2" 1 -3/4" 89015, 3.1/8" 2• 184416. 1" 1 -1/4" - 2.1)2• 1" 2.1/2" 1/4" SS Elco A95103,1or 5/16" Elco U1lrecon 3-118" 1N" SS Elco AggreGetor Y 810 Steel Screw (05) 0.48" 612 Steel Screw (G5) 0.54" 812 Steal Screw (G5) 0.324" 390150 480 )ba 390 150 700150 450 Ibs WA N/A WA 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 270150 NIA 280160 354 150 740 Ibs 488 Has 664150 2" 1182150 1 -3/8" 326 (6, 1 -3/8" 42510s (see rata 4) 560 9n 76016, WA 195 Ibs 24015$ 780150 N/A 18516s 350les 680150 N/A 2251bs WA 1580150 380150 WA WA WA WA WA 852 150 840150 1120150 WA 445150 WA 1896 Ib, WA 822150 N/A 540150 N/A 135 (50 WA 580150 N/A 140 Ibs 190 ibs WA N/A 17715, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. N/A 780 Iba NIA 370154 WA 938160 WA 234 Ibs 508 880150 WA 332 Ibs WA 2364150 WA 591 (50 WA 852 Ibs WA 163150 328165 8401b, WA 210150 42015s 1120150 718150 280 Pm 590 1170 FIGURE 1: • O O • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 0 • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPa,) x r ANCHOR CAP., „ ","„` _ANCHOR CAP. I MULLION CAP.,„,,,,,,,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 8063 45 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" r- -- 125" 1 "X2 "X.125 "MULLION LL z 0 J 2 W 1- 2 Z 0) W 0 a S a 1n U W a J N X X CM IA K O M 00 8 S. m 8 1 z 0) 04 z O PRODUCT REVISED as complying with (ho Florida Building Code Acceptance No Ex•iralion Date Mullion Capacity Table (Ibs)ft2) 1 x Alum. _.. 2 x.125 Tube Million 1 Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 50 Rectangular In Trap/5100g. 801n 791n 80 in 90In 100 in 1201n 140In 180 in Loading Loading Rectangular Loading Tmp'Triang. Loading Rectangular Lead Ing TraplTdeng. trading Rectangular Loading Trep/Trieng, Loading Rectangular Loafing Trap/Diana Loading Rectangular Loading TrapTriang. Loading Rectangular Loading Tree/Meng. Loading Rectangular Loa4rlg Trap/Mang. Loading Rectangular Loading Trap/Mang. p'6ang. Loafing I,, 3_ Sc R u. dS K 1 _ B gc - Fa )'�S;,. Q t � gc f$' Lgi QK * e u .5g =g is � S$ Qr .3 ' ri z I io QC ,3 c> 9 $ fi�g+ i gg QC g .,- IA IA 1 <i Li .1 H L'iTl i ,. �c I uS� <0: 1 RA RA 2 Ltt Q ?1 31 .,I � 3 QK 2 �c „ - 6K : ;a �� II, .151 QK .fig la S dR' la a_ ° �� D E� fc l ..S .ii fc �� L# Qua' a. - 3a l i i 6 d J 7 f TARI 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 89.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 481n 74.9 312 83.8 258 62,4 312 73.4 252 53.5 312 67.0 248 48.8 312 83.2 246 41.9 312 81.3 244 37.5 312 91.0 244 31.2 312 81.0 244 28.6 312 81.0 244 23.4 312 81.0 244 50525 in 83.9 281 70.8 234 63.2 281 81.5 228 45.8 281 55.7 224 39.8 281 52.1 222 35.5 281 50.1 220' 31.9 281 49.3 218 26.8 261 49,3 219 22.8 281 48.3 219 20.0 281 49.3 219 5410 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 996 29.2 247 39.4 194 28.3 247 38.4 193 21.9 247 38.1 193 16.9 247 38.1 193 154 247 38.1 193 601n 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 19.2 200 259 157 165 200 255 156 63 in 33.1 181 35.3 155 27.8 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 146 154 181 22.8 144 18.9 181 213 143 66 In 28.8 185 30.6 142 24.0 165 28.1 139 20.6 165 23.1 136 18.0 185 215 134 72 In 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 118 76 0 189 125 19.7 109 15.7 125 16.8 107 781n F 1R 17.5 118 18,2 104 Anchor Clip Patterns Substrate: 2.7k Concrete Anchor Capacity Table (lbs) 3.5k Cont. 5/18" Elco U1lracon Hdlow CMU Fined CMU PT Wood Metal Anchor Type: Edge Distance (In): Embedment (In): 2 Anchor, 5 4.76" Min. O.C./ Standard or Offset Clip (F19.10 4 Anchor 19 1.15" Min. O.C. / Sland.10 (or Offset) Clip (Fig. 2): 4 Anchor 193" MN. O.C. / (2) 205 Angle Clips / (Fig. 3): 2 Anchors III 0.45" Mln. O.C. / U -CIIp, Into 1/8" Alum. (Fig. 4): 1 Anchor / F-Clip (Fig. 5)' 2 Anchors 0 1.16" Mtn. O.C./ F -Clip (Fig. 6): 3/18" Elco Lglracon 1" 1/4" Elco U8racon 3/18" Elco Unrecon 114" Elea 5010000 1 -3/4" 2 -1/2" 1-3/4" 1 -3/4" 2 -1 /2" 1 -3/4" 89015, 3.1/8" 2• 184416. 1" 1 -1/4" - 2.1)2• 1" 2.1/2" 1/4" SS Elco A95103,1or 5/16" Elco U1lrecon 3-118" 1N" SS Elco AggreGetor Y 810 Steel Screw (05) 0.48" 612 Steel Screw (G5) 0.54" 812 Steal Screw (G5) 0.324" 390150 480 )ba 390 150 700150 450 Ibs WA N/A WA 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 270150 NIA 280160 354 150 740 Ibs 488 Has 664150 2" 1182150 1 -3/8" 326 (6, 1 -3/8" 42510s (see rata 4) 560 9n 76016, WA 195 Ibs 24015$ 780150 N/A 18516s 350les 680150 N/A 2251bs WA 1580150 380150 WA WA WA WA WA 852 150 840150 1120150 WA 445150 WA 1896 Ib, WA 822150 N/A 540150 N/A 135 (50 WA 580150 N/A 140 Ibs 190 ibs WA N/A 17715, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. N/A 780 Iba NIA 370154 WA 938160 WA 234 Ibs 508 880150 WA 332 Ibs WA 2364150 WA 591 (50 WA 852 Ibs WA 163150 328165 8401b, WA 210150 42015s 1120150 718150 280 Pm 590 1170 FIGURE 1: • O O • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 0 • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPa,) x r ANCHOR CAP., „ ","„` _ANCHOR CAP. I MULLION CAP.,„,,,,,,,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 8063 45 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" r- -- 125" 1 "X2 "X.125 "MULLION LL z 0 J 2 W 1- 2 Z 0) W 0 a S a 1n U W a J N X X CM IA K O M 00 8 S. m 8 1 z 0) 04 z O PRODUCT REVISED as complying with (ho Florida Building Code Acceptance No Ex•iralion Date { TABLE 13A 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPT) 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. .125" 45" BAY MULLION • A 8 W 51 O M 10 1 z 4 03 CO Me z yY 0 m0 tw PRODUCT REVISED as complying with the Florida Building Code Acceptance No I' .0 Es,irationOde f/1,y/ r: • -r. Midi aadeProd `1111111(11//!, \.\\` V LYNN M /z/ / %, �1GENSF •. 'P * 1 No. 58705 STAEO '/ /.' /.ONAL A. LYN<•IM)Lli• ='fri, P.E. FL P.E.# 58705 Mullion Capacity Table (Iba/ft2) 3.25° DEG. BAY 4S AL MULL 2.7k Concrete Opening Width (forverlicalY- spanning mullions) or Opening Height (for 0007.0111a11y- spanning mullions) 50 Racterpular In Trep/Tnang. 001n Metal 70In 8018 90 M a 1001n 120 In 140 In 1001n Loading 174" SS Elco AggreGetor Loading Rectangular Loading Trap/Wang. Loading Rectangular Loading TrapT ong.' Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/T4eng. Loading Rectangular Loading Trep/Tdang. Leading Recterpuler Loading Tap/Mang. " Loading Rectangular Loading Trep'Td9ng. Loedno Anchor Capacity I c al Required pbs) a Rectangular `dn0 A- - �� Anchor Capacity � 9 1 Requited Os) R Trap/Meng. Loading S 5 9 1. tk 1 s s arc _ la g 6 p 9 y1 2 a`ce _ 3 7 it - 1 8 a .F # r§ A 2c .F 284 {fir dam S ii Pik Q F' .v�Y 3C k• `g Y arc ci 5 s & �`g iC arc cif 5 p f 6 F g err F ci �E 5$ s 6 Anchor Capacity Requited pbs) Ey_ 5 a s i. k' �5`. Si a a' 5 sr:, cR � S a� 5. ao Anchor Capacity 1, Required Oba) F r3 � l§ a ci ` 1 arc A' s A• ci ` $ a A' y_ 9E �� 1p8 dm _ jr� 1� _ 3a ao 5 g� A. n° g gC Q d s es N J T, 2 TABLE 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 1700 519 170.0 1116 170.0 521 170.0 1240 170.8 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 4818 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 1700 630 170.0 1133 170.0 081 170,0 1275 170.0 677 '170.0 1417 170.0 880 183.7 1637 170.0 680 1403 1837 170.0 880 1228 1637 170.0 880 50626 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 1750 804 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 756 147.1 1552 170.0 768 128.1 1652 170.0 758 110.4 1552 170.0 758 541n 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 1700 754 170.0 1275 170.0 603 170.0 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 170.0 881 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 167.1 1309 170.0 944 11307 1309 170.0 996 125.7 1309 1805 994 104.8 1309 157.1 982 69.8 1909 167.1 982 78.8 1309 157.1 982 83 in 170.0 930 170.0 745 170.0 1118 170.0 850 182.8 1247 1700 940 142.5 1247 184.5 883 128.7 1247 152.8 005 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 1357 035 71.3 1247 135.7 935 66 In 170.0 874 470.0 789 170.0 1169 1700 803 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1100 138.5 928 103.9 1190 128.4 914 88.8 1190 118.6 898 74.2 1190 118.1 893 64.9 1180 118.1 893 Min 161.6 1010 189.8 677 134.7 1010 144.4 859 115.4 1010 1272 842 101.0 1010 114,7 828 89.8 1010 1058 817 80.8 1010 98.9 807 67.3 101D 90.8 795 67.7 1010 87.8 790 50.5 1010 87.7 780 708 761n 137.4 008 143.0 792 114.5 908 122.0 775 98.1 906 707.1 761 85.8 908 902 749 763 906 88.2 738 68.7 908 82,3 720 57.3 906 747 718 49.1 006 71.2 710 42.9 806 706 78 In 127.1 861 132.5 754 105.9 881 1125 738 90.8 891 98.8 725 79.4 881 88.5 713 70.8 861 81.9 703 636 861 75.4 694 63.0 881 88.1 681 45.4 861 84.5 876 39.7 861 632 672 BO In 82.7 646 85.4 574 68.9 648 72.1 584 59.1 848 82.9 554 51.7 648 68,1 545 46.0 846 50.9 537 41.4 848 47.0 530 34.5 648 41.5 519 29.5 846 302 511 26.9 646 38.5 607 96 In 68.2 566 70.1 509 56.8 569 581 499 48.7 588 51,4 491 42.8 588 45.8 483 37.9 568 41.4 478 34.1 588 38.1 470 28.4 588 33.4 459 24.3 568 30.5 462 21.3 568 28.7 447 1081n 47.9 449 48.9 405 39.9 449 41.2 359 34.2 449 35.7 393 29.9 449 31.7 387 386 446 28.0 382 23.9 449 28.1 377 200 449 227 388 7 17.1 449 20.4 381 75.0 449 18.9 358 111 in 44.1 425 46.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26.2 382 22.1 425 24.0 358 18.4 425 207 350 15.8 425 18.6 343 1201n 34.9 384 35.5 331 28.1 364 29,8 328 24.9 384 25.8 321 21.8 364 228 317 10.4 384 20.5 313 176 364 18.7 900 144 in 13R 20.2 253 20.4 233 16.8 253 17.1 230 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPT) 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. .125" 45" BAY MULLION • A 8 W 51 O M 10 1 z 4 03 CO Me z yY 0 m0 tw PRODUCT REVISED as complying with the Florida Building Code Acceptance No I' .0 Es,irationOde f/1,y/ r: • -r. Midi aadeProd `1111111(11//!, \.\\` V LYNN M /z/ / %, �1GENSF •. 'P * 1 No. 58705 STAEO '/ /.' /.ONAL A. LYN<•IM)Lli• ='fri, P.E. FL P.E.# 58705 Anchor Capacity Table (Iba) Anchor Clip Pattems Substrate: 2.7k Concrete 3.56 Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3H6" Moo Macon 1/4" Elro IDbacon 5/18" 0405 Ultre0On 3/18" Soo 0(300or, 1/4" Ebro 81516005 1/4" SS Elco AggreGator 5/10' Elco Vltracon 174" SS Elco AggreGetor 910 Steel Screw (05) 912 Steel Screw (05) 412 Steel Screw (65) Edge Distance (in j 1" 21/7' 1" 2.1/7' 3.1/8" 1' 2.117 1" 2 -1/2" 2" 3-1/8" 7' 0.49" 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 -318' 1-3/8" 2 Anchors /8 5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 1): 4 Anchors 300168 390158 450158 890158 1700158 270 /bs 280150 364 Ibs 740168 468 lbs 720158 1182168 326168 420168 (see note 4) 580158 ' (2 3.6" Min. 0.0. / 92) 2x5 Angle Gips (9g. 2): 8 Anchors 780158 780158 790 458 1670169 2625155 640158 560169 N/A 11201bs 836168 880lbs 2364 Ibs 65216s 840158 11201bs (8) 2.71" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 3): 1120158 1120 Ms 958 465 2246 /59 2254158 N/A 840 ibs N/A 105916s N/A 13201bs N/A 978lin 1280 Iba 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 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPT) 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. .125" 45" BAY MULLION • A 8 W 51 O M 10 1 z 4 03 CO Me z yY 0 m0 tw PRODUCT REVISED as complying with the Florida Building Code Acceptance No I' .0 Es,irationOde f/1,y/ r: • -r. Midi aadeProd `1111111(11//!, \.\\` V LYNN M /z/ / %, �1GENSF •. 'P * 1 No. 58705 STAEO '/ /.' /.ONAL A. LYN<•IM)Lli• ='fri, 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. r2 EXTERIOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. O 0 0 0 SIDE VIEW SHOWN WITH 1"X 4 "X.125' MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION MULLION O O O O TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-118 TOP VIEW 2 "X5 "X.125" ANGLE CLIP, 2 PER MULLION ENO. MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 38 OR 48 SAY MULL TYP. ANCHOR i/— PER SUBSTRATE, J SEE TABLES 128 OR 138 TOP VIEW EXTERIOR 2' X 5' ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR 0 EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY _ TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18 -108 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 APPLICATION. EDGE DISTANCE PER ANCHOR EpGE 1' PER A NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B -11B FOR ANCHOR QUANTITIES AND SHEETS 18 -20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18 -20 FOR HOLE LOCATIONS. 0 6 U 00 z 0 IY O7 z z 0 i- 5 N Cd O O 0') LD 0) N 02 SO z O PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex Oration Dort /" 1f iR'YPWWI(o BY //,1 0 i Mjan1' 1 N N rLj / ,��i • .Y \CENSf * S No.58705 IS ATE A. LYNN MILVER, P.E. FL P.E.# 58705 ade Product L11111111 --( 1.000" (-- F 2.000" 1 .125" .125" 1" X 2' X.125" MULLION 8083 46 ALUM. X-SECTION .375" MIN. .375" r MIN. TOPVIEW 2.000" -j 1.000" 1- 2.000" 1 .125" 3.125" "X2 X .375" MULLION 8063 -T8 ALUM. X- SECTION (- -.125" STANDARD CLIP 6063.16 ALUM. XSECTION 6.600" I CUT HERE TO CREATE F.CLIP, SEE 1 MIN. _ o .15" O.C. y PGT Part # V- 0.312" STANDARD CLIP 8083.16 ALUM. TOPVIEW .125" .375" MIN. 2.750 1.000" r 1" X 2.75" X .375" MULLION 606346 ALUM. X- SECTION U-CLIP 6063 -T6 ALUM. X-SECTION -'1 1.000" I-- 1" X 2.75" X .650" MULLION 6063 -T6 ALUM. X- SECTION .338" MIN. U -CLIP 8083.76 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 LUM. 608346 1" 3125AX .500" 5.500" I .375" � A� I`i MULL ONLY, SHEET 9 U -CLIP 8063 -T6 ALUM. 1.25° X 3.188" X .265" MULL ONLY, SHEET 12 TOPVIEW OFFSET CLIP .125" 6063 -T8 ALUM. .740" + -I TOPVIEW TABLE B 1- 1.000 " -I 1" X 3.125" X .5" MULLION 6063 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6083 -T6 ALUM. X- SECTION 5.000" .375" MIN. -- V 0.312" 3.000" MIN. 2X5 ANGLE CLIP 8083 -16 ALUM. TOPVIEW 1 3.188" 1 - 1.250" ---1 .125" .265" 1.25 X 3.188" X .265" MULLION 6063 48 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # U-Clip 666243M 'Angle Clip 666511M Mullion Std. Clip Offset Clip 1" X 2" X .125" (5) 66605 666113M 666111851 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.75" X.375" (7) 86607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66606 856116M 6681121M 688224651 686514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 686242M 886515M 1.25" X 3.188" X .265" (12) 66641M 6661117M 6661113M 666241M 668516M 1.26" X 2.11" X .125" (15) 69370 N/A N/A N/A 86651751 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 1.266 "_1 .900 1.26" X 2.11 "X .125° MULLION 6083 -T8 ALUM. X- SECTION Dimension Value (in) For Mullion: A 1.625 1 "X2 "X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 E .450 Min. A 1.125 1 "X2 "X.375" Aluminum Tube Mullion 8 2.404 C 0.635 D 0.490 E 0.450 A 1.875 1" X 2.75 " X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E .450 Min. A 1.312 1 X 2.75" X •650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 E .450 Min. A 2.000 1 "X3.125 "X .500" Alum Tube Mull B 2.637 C 0.863 D 1.137 E .450 Mln. A 2.625 1.25" X 3.188" B 3.262 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 to z 0 T- RESISTANT ALUMINUM TUBE MUL PRODUCT REVISED as complying with the Deride Building Code Acceptance No ' D "al. 0 ) E -iration- 4MR,5i /$'it i • Miami rode Produ 0 1111111 7 7 7.1Y. M• i4! .••'ocENSE••.F� * ;' No. 58705 irk � c "71-1W01.11 Q '•, STATE 00F '0N AI- • A. LYNN MIL1N, 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 MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -105 EMBEDMENT 1 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW T7P. ANCHOR PER SUBSTRATE, SEE TABLES 18108 EDGE i DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18.108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) OUANTITY 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 E: MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) 1) MAY BE INSTALLED IN "TEE" OR "CROSS° INTERSECTIONS. TOP VIEW VARIES 1 MULLION 2) MAY BE INSTALLED HORIZONTALLY ISHOWN),OR-VERTICAU.Y. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. 812 STEEL SCREWS, SELF - DRILLING OR PRE -DRILL MILLION AND USE SMS MULLION LINTEar RSECTION 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 15-108 SEE SHEETS 18 -20 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18-108 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 18 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 -108 IMPACT - RESISTANT ALUMINUM TUBE MULLIONS INSTALLATION INSTRUCTIONS B N N M z a PRODUCT REVISED as complying with the Ftmida Building Code Acceptance No Ex. ilatie8 Date Mianf jade Product t�1111f 111/1 NV LvIGN M /�� .•'�CENSF . Qom. * No. 58705 '. 3 a111 � ,Q SATE O0 :•��: A. LYNN I)AI ILLER, P.E. FL P.E.# 58705 4.000" --j 1.000" fr— 4.000" .125" 125" 1 X4 MULLION 600346 ALUM. X- SECTION .125" - 1 1.000" ' 1" X 4" X .375" MULLION 6063 -TB ALUM. X- SECTION 30° BAY MULLION 6053T6 ALUM. X- SECTION 45° BAY MULLION 6083-TO ALUM. X- SECTION NOTES: .125" 375" STANDARD CUP 6083 -T6 ALUM. X- SECTION 5.500" 3.125" C T EO CREATE HERE LIP, SEE DETAIL F. SHEET 4 .375 MIN 2.250" 1 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND 1 CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. I2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 6063-T8 ALUM. TOPVIEW 5.500" 1.15" MIN. O.C. O 0 0.312" O .740" —Li OFFSET CLIP 6063-T6 ALUM. TOPVIEW .375" } 3.000" .125 .740" Ii -.125" 2.125" U -CL P 6063 -T8 ALUM. X- SECTION 2.000 U-CLIP 6063.76 ALUM. USED FOR ALL 1" X 4" MULLIONS SHEETS 10 A 11 TOPVIEW TABLE D TABLE C —.125" 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION 5.000" 0.312 0 O� O 2X5 ANGLE CLIP 6053-T6 ALUM. TOPVIEW Dimension Value (in) 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 ft) PGT Part if Mullion Std. Clip Offset Clip 1.1-Clip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 666241M 666518M 1" X 4" X .375" (11) 66610 666112M 6661123M 666242M 686519M 30 Degree (16) 66649 N/A N/A N/A 6665110M 45 Degree (17) 66650 N/A N/A WA 6665111M .375" MIN. .375" MIN. 2.71" MIN. O.0 (BAY MULLS) 3.00" MIN. O.C. (1" X 4" MULLS) rn 0 Ln Z W 2 O O. J U 2 z 0 J J 2 a N N 2 Q 00 co co 1 Z CD N CO Xo Z Y O ice PRODUCT REVISED as complying with the Florida Building Code Acv ptnncc No. ' / ° Dl Ea imtioa rate By Miami r ado Pro s t. I I I 1 1 1 1/ 1,1 * No. 58705 o• q t1 9,111 TE F '4/� FLORID!. :• ", S/ONM A. LYNt4181'LLE‘Fk, P.E. FL P.E.# 58705 • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL \ a - T CLIP HIS ME HOD, 4- \ \ \ \A\. °{ � FOR EKED MULLION MULLION SEE SHEETS 18 -20 FOR HOLE LOCATIONS EMBEDMENT 250' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -100 FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EDGE/END DISTANCE SEE TABLES 18 -108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 014 STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 15 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 CL)P SHOWN.) MULLION BUCKSTRIP AND ATTACHMENT WYOTHERE SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18.108 EDGE CONCRETE OR CMU - i I DISTANCE, SEE SEE TABLES EDGE DISTANCE 18 -108 FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR — MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-100 T EMBEDMENT' BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. A z 0 F r.i re a co 2 Z 0 Z 1 a O co co is W 00 8 z 0 mo oa PRODUCT REVISED as complying with Iha Florida Building Code Acceptance No 1- D • Ex motion Race :%d9_[Sf/- iyO!(o By _S_�1 Mium Dade Product 1\ \1{1111111 \y LYNN �1�.•' \cENSE '•.F� * No. 58705 STTE OF SSfONP\ A. LYPJN MII I R, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (13) 66802 666261M 866271M 8665112M 2" X8" X .25" (14) 86804 666262M 668272M 6665113M 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. .250" .250" 2.000" 4.000" .250" r-- -- 2.000 " ---� 2 "X4 "X.25'• MULLION 6063-76 ALUM. X•SECTFON 2 "X8'X.25" MULLION 606346 ALUM. X- SECTION .375" MIN. .375" MIN. 2.000" 2 -...I Ir- -.125" 1.490" STANDARD CLIP 6083 -76 ALUM. X- SECTION .125" 0.600" CUT HERE TO F -CLIP, DETAIL F, EET4 .375 r min t 3.500° • 1.715° MIN. O.C. 1 2.620" CREATE SH lir__ SEE 2.688" 3.4, O v . 3.500" STANDARD CLIP 8083 -T6 ALUM. TOPVIEW 5.500" CUT HERE TO CREATE F -CLIP, _ SEE DETAIL F, ' SHEET U -CUP 8083.76 ALUM. X- SECTION U -CUP 6063 -16 ALUM. USED FOR 2"X 4•' MULLION, SHEET 13 TOPVIEW .375" MIN. 0.225" 5.438" 2.620" STANDARD CLIP 6063 -T8 ALUM. TOP VIEW 1 O 1.344" O.C. J 010 010 I LI .837'• MIN. O.C. .375" 5.438" U -CLIP 8063 -T6 ALUM. USED FOR2"X6" MULLION, SHEET 14 TOPVIEW --11-.125" T 2.000 "" _L 2 3.438" 5.438" 2X5 ANGLE CLIP 6083 -T8 ALUM. X- SECTION 5.000" --- 3.000 "" MIN. O.C. L.375" O 0.312" o-_ 0 Q- 2X5 ANGLE CLIP 8083 -T6 ALUM. TOPVIEW MIN. .375" MIN. 2X5 ANGLE CLIP 808346 ALUM. TOPVIEW I1 J 2 co O PRODUCT REVISED as complying with the Florida Building Code Acceptance No -0" eo`. Ex, 'ration Date i1 Z? 1,1 By A/4. Miami r= ,c Produc 1111:::F1/4f1.,-. ! EN( N8 i L�'. �!c�N. A. LYNN MI1�IER, P.E. FL P.E.# 58705 w 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 -9 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A4),G,H; SHEETS 2 -3 rift /SEE DETAILS —. -- A- D,G,H; SHEETS 2 -3 HORIZONTAL -- MULL LENGTH HORIZONTAL - --- MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL '� LENGTH 1 OPEN HEIGHT MULL LENGTH SINGLE MULLION OPENING WIDTH - - -1 \II OPENING HEIGHT FOR HORIZ, MULL SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. ARCHES TO BE INSCRIBED INSIDE SHAPE SEE DETAILS A THRU G; SHEETS 2 -3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL 5, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BYPGT. I— — HORIZ. MULL LENGTH-1 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 SEEN "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. 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 5 1 X 2 X.375 MULL SPECS 6 1 X 2.75 X .376 MULL SPECS 7 1 X 2.75 X.65 MULL SPECS8 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 1.25 X 3.188 X .265 MULL SPECS12 2 X 4 X.25 MULL SPECS 13 2 X 6 X.25 MULL SPECS 14 1.26 X 2.11 X .125 MULL SPECS15 30° X 3.25 BAY MULL SPECS 16 45' X 3.25 BAY MULL SPECS-17 MULLION & CLIP DIMENSIONS 18-20 EXAMPLES 1 & 2 21 LOADING EXAMPLES 22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS /FT') 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 /FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS /FP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIPIOTHE 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 VERT. MULLION CAPACITY. MULL LENGTH - 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 IS MET. OPENING WIDTH FOR VERTICAL MULL FOR OP VERTICAL ENING WIDTH MULL MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS /FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FT') 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 /FP) 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. N o0 z m0 PRODUCT REVISED as complying With the arida Building Code Acceptance No l% 141 Expiration Dare ..MTPXCWOI(o By ?%/ - Miam' adc Product V AIA1111111// / `\ \\okjl UYNN MI(4FRi, • ��'.•y \DENS£ '•. it ' 4 it ND 58705 ST TE ''' /�SS!ONP\ "os A. LYNI4i MIILLEI4,P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 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 +60.0/-60.0 PSF. 72" MULLION LENGTH NO ANCH— ORS IN HEAD r SEE FENESTRATION PRODUCTS APPROVAL La - SEE DETAILS, SHEETS 2-3 4 f SEE DETAILS, SHEETS 2 -3 NO ANCHORS N WINDOW SILL 32 I I 4 --MULL WIDTH 32 OPENING WIDTH 1) INITIALLY ASSUMING THAT A1' 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 +1 -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75^ X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +/ -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) 812 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 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 +/ -80.0 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 80 PSF: (60 PSF) x ( 636 LBS \ 524.8 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS SEE FENESTRATION PRODUCT'S APPROVAL VERTICAL 1: MULLION LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72- 36 ", HORIZ. 38 ". HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL - BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-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 " =73 ". 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" MULLION (LENGTH = 108 ", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS */ -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 +/ -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 MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36 " +36 " +2 " =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- 1M" +35- 1/2 " +2" =73 "). 2) USE TABLE 9B 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 FASTENERS 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 MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32 " +72 " +2' =108 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ((g 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 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP 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 CLIPS WITH (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS 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-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS 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: 4/-64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 38" 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 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. to z 0 J J 2 w 2 z 2 z N V) w U a 2 w a 2 W 1 z 01 o z Y co O g'o PRODUCT REVISED is complying with the Florida Building Code Acceptance No 1 Ex imtion pate By Miami nade Pro ,.. t7ol \`111111111 1„ ,D1 • oc,ENS F st * 'l *1 No. 58705 4 \STA E F • . FLORID?•' \ \ / „& /ON „ I� A. LYNNIMfLLWR, P.E. FL P.E.# 58705 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 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS L 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 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 sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 0819.05) 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 I. Chanda, Product Control Examiner. G. OTTER 1. Notice of Acceptance No. 10- 0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and xpi ing on 05/26/16. 4 • 1 E -1 M ue Perez, P.E. Product ont , . 1 Examiner NOA No. 11- 0922.01 Expiration Date; May 26, 2016 Approval Date: December 08, 2011 EXAMPLES OF RECTANGULAR LOADING: r III %i SH/DH /i J , A / Moil ' i LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION HINGED DOOR LOADING OF HORIZONTAL MULLION PW LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION PW LOADING OF HORIZONTAL MULLION NOTES: 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. N 14cv O M (0 z PRODUCT REVISED as complying with the Florida Building Code Acceptance No ,I( .0 H. Irati. Vale !S'W 'I By // /... '��' Miomi n ade Produc� of \t11 Ilt LYNN MI(4F? /�': * so. 5sT05 c gTPEO Z` ' //j;SSIONA\ A. LYNN MILL'E'D. P.E. FL P.E.# 58705 MIAM1•DADE EPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AIRS (P.F,RA) AND CODE ADMINISTRATION DIVISION CE OF ACCEPTANCE NOA PGT I 1070 Tec North Ven stries logy Drive, Fl. 34275 SCOPE: This NOA is bei materials. The doc Product Control Sect Having Jurisdiction (A This NOA shall not be va Section (In Miami Dade Co to have this product or mate perform in the accepted manner, immediately revoke, modify, or su reserves the right to revoke this ac Section that this product or material fai This product is approved as described her Code, including the High Velocity Hurrican DESCRIPTION: Series "PGT" Clipped Ex APPROVAL DOCUMENT: Drawing No. 630 sheets 1 through 22 of 22, prepared by manuf Miller, P.E., bearing the Miami -Dade Coun number and expiration date by the Miami - MISSILE IMPACT RATING: Larg MIAMI -DAD OUNTY PRODUCT CONTR , , ECTION 11805 SW 26 ,'''``et, Room 208 Miami, F ,.° Ida 33175 -2474 T (786) 315-259 F (786) 315 -2599 wwI f,. lamidade. ov/ i era/ es nd tons governin re ' ` we • and accepted by e County and other area, after the expiration d ) and /or t HJ tested • 1 e manu ac nd the '.eo'st - pro if it is dete ry meet the requ. and has b one. LABELING: Each unit shall bear a model /series, and following statem noted herein. RENEWAL of this NOA shal no change in the applicable b TERMINATION of this in the materials, use, an of any product, for sal to comply with any ADVERTISEM followed by th displayed, the INSPECT distribut This N docu Th use of construction iami-Dade County PERA - here allowed by the Authority iami -Dade County Product Control iami Dade County) reserve the right ses. If this product or material fails to expense of such testing and the AHJ may or material within their jurisdiction. PERA ned by Miami -Dade County Product Control ents of the applicable building code. designed to comply with the Florida Building Aluminum Tube Mullion - L.M.I. titled "Impact- Resistant Aluminum Tube Mullions ", ted 08/29/11, signed and sealed by Anthony Lynn trol Revision stamp with the Notice of Acceptance duct Control Section. pact Resistant nufacturer's name or logo, city, state, ct Control Approved ", unless otherwise roduct e County nd Small Missi nanent label with the "Miami -Dade County Pr considered after a renewal applica ,,n has been filed and there has been ding code negatively affecting the perf._ ' ance of this product. A will occur after the expiration date or if t `';1 has been a revision or change manufacture of the product or process. Misuse •; his NOA as an endorsement advertising or any other purposes shall automaticall '' . rminate this NOA. Failure ion of this NOA shall be cause for termination and remo. I of NOA. : The NOA number preceded by the words Miami -D =e County, Florida, and piration date may be displayed in advertising literature. If an :..ortion of the NOA is shall be done in its entirety. : A copy of this entire NOA shall be provided to the user by the manufae, rer or its and shall be available for inspection at the job site at the request of the Builds Official. revises NOA # 10- 0819.05 and consists of this page 1 and evidence page E - I, a ', ell as approval nt mentioned above. ubmitttd documentation was reviewed by Manuel Perez, P.E. MIAMI DARE COUNTY APPROVED NOA No. ; 0922.01 Expiration Date: Ma ':; •, 2016 Approval Date: December I , 2011 Page 1