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WS-17-2819 Permit MOMS-11-17-2819 �y`!OR Miami Shores Village Permit Type.Windows/Shuttem 10050 N.E.2nd Avenue NEWork Classification:Door Replacement Wmt Miami Shores,FL 33138-0000 P r Permit Status.-APPROVED Phone: (305)795-2204 PORION Issue Date.1/23/2018Expiration: 07/22/2018 Project Address Parcel Number Applicant 9999 NE 2 Avenue 1132060134490 Miami Shores, FL 33138- Block: Lot: CITY NATL BNK OF FLA TRU Owner Information Address Phone Cell CITY NATL BNK OF FLA TRU 25 W FLAGLER Street MIAMI FL 33130-1718 25 W FLAGLER Street MIAMI FL 33130-1718 Contractor(s) f Phone Cell Phone Valuation: $ 10,900.00 LB DEVELOPMENT&ENGINEERING (305)898-4148 Total Sq Feet: 0 Type of Work:ENTRY DOOR REPLACEMENTS 1 AUTOSLIDE Available Inspections: No of Openings:4 Inspection Type: Additional Info:ENTRY DOOR REPLACEMENTS 1 AUTOSLIDE Window Door Attachment Classification:Commercial Final Scanning:5 Review Building Review Building Review Structural l i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-1417-65766 DBPR Fee $2.10 DCA Fee $2.00 11/29/2017 Credit Card $50.00 $206.70 Education Surcharge $2.20 01/23/2018 Credit Card $206.70 $0.00 Permit Fee $140.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $15.00 Technology Fee $8.80 Total: $256.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and ing. uthermore, I authorize the above-named contractor to do the work stated. January 23, 2018 Aut r' e:Owner / Applicant / Contractor / Agent Date Building De rtment Copy January 23, 2018 1 i Miami Shores Village RECEIVED Building Department NOV 29 2017 �l 10050 N.E.2nd Avenue,Miami�hores,Florida 33138 n/ �� o� (�► Tel:(305)795-2204 Fax:(305)756-8972 `�( v INSPECTION LINE PHONE NUMBER:(305)762-4949 S & 201,14 BUILDING Master Permit No. PE IT APPLICATION sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP d a h { CONTRACTOR DRAWINGS 10B ADDRESS: -/q� 1 1 y C� �j Ave, City: 11Miami Shores County: Miami Dade Zip: 33 1 3 Folio/Parcel#: 1 `'�Z 6—o13 —4 q q to Is the Building Historically Designated:Yes NO 50 Occupancy Type: Load: ns ructi n Type: F od on A E: FFE:`' '_�aq OWNER:Name(Fee Simple TiittleholderV ): q� a Phone#: 3aS-- / ro r�"��" Address: 1 E 2, n City:M State: Zip: �313p( i Tenant/Lessee Name: // Phone#: Email: `© n� k r f ( e , •cfOM Arar CONTRACTOR:Company Name: (+ Phone#: Q Address: - G City: r9 State: Zips: 3-� 1 /_ Qualifier Name: Phone#: State Certification or Registration#: O qS _n` Certificate of Competency#: DESIGNER:Architect/Engineer: ° Phone#: Address: City: State: Zip: Value of Work for this Permit:$ k&1 0 ej 400 Square/Linear Footage of Work: Type of Work: ❑ Addition EfrIAlteration ❑ N w ❑ Repair/Replace ❑ Demolition Description of Work: t r 11L IANWff on. C Specify color of color thru tile: Submittal Fee$ - GO Permit Fee$ �• CCF$ G• A60 CO/CC$ Scanning Fee$1114• GO Radon Fee$ Z• DBPR$ 2• V Notary$ X� Technology Fee$ Training/Education Fee$ Double Fee$ X� Structural Reviews$�_� Bond$ TOTAL FEE NOW DUE$ '�Q (Revised02/24/2014) ; 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 f 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 occurstven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap*vedspection fee will be charged. Signature Signature T CONTRACTOR The foregoing instrpum� � edged before me this The foregoing instrument was acknowledged before me this day of 1`1al 0?X h� 20 by �nl� day of N 6 y t;M l .20_�1 by Cl 301kb „ Q.1 A eZ ho is personally known t BSLA Q. AW 51 ft1M CZE,who' personally known to Oe r who has produced as me who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i r Sign: Sig : Print: Print: K 4 v Jena Lynn Seal: ;.�.'�'" j .t KELLY E GALE Seal: O ARY PUBLIC .Comn*ss011 GG 13= STATE OF FLORIDA Expires November 21,2021 CommN F 1 F�ZM87 `tiaoo tended ' Expires 4==19 APPROVED BY U I ' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Z j Page 1 of 1 0 Flu`E Om F TH' n E PRO NPERTY AmPPR A IS ER r Summary Report. Generated On: 11/15/2017 Property Information +; x 7 ` Folio: 11-3206-013-4490 � M;9{ Property Address: 9999 NE 2 AVE y Miami Shores,FL 33138-2352 •w Owner CITY NATL BNK OF FLA TRU , _ IAlp [ Mailing Address 25 WEST FLAGLER ST#711 MIAMI,FL 33130-1718 PA Primary Zone 6400 COMMERCIAL-CENTRAL � M 1713 OFFICE BUILDING-ONE ` Primary Land Use e� rr STORY:OFFICE BUILDING ' Beds/Baths I Half 0/0/0 Floors 3 § "� Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft r a ap Adjusted Area 47,771 Sq.Ft Taxable Value Information Lot Size 31,850 Sq.Ft 2017 2016 2015 Year Built 1965 i County Assessment Information Exemption Value $0 $0 $0 Year 2017 2016 2015 Taxable Value 1 $1,392,174 $1,265,613 $1,150,558 Land Value $828,100 $828,100 $700,700 School Board Building Value $1,971,900 $659,900 $499,300 Exemption Value $0 $0 _$0 XF Value $0 $0 $0 Taxable Value 1 $2,800,000 $1,488,000 $1,200,000 Market Value $2,800,000 $1,488,000 $1,200,000 City Assessed Value $1,392,174 $1,265,613 $1,150,558 Exemption Value $0 $0 $0 Taxable Value $1,392,174 $1,265,6131 $1,150,558 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Assessment Taxable Value 392,1741 $14265,613 $1,150,558 Cap Reduction $1,407,826 $222,387 $49,442 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City,Regional). Previous OR Book- Sale Price PaQualification Description 9e ' Short Legal Description 23360- Sales which are disqualified as a result 1 53 41 &6 53 42 05/01/2005 $0 4133 of examination of the deed MIAMI SHORES SEC 1 AMD PB 10-70 03/01/1993 $0 00000- Sales which are disqualified as a result LOTS 10 THRU 14 INC BLK 33 00000 of examination of the deed Y LOT SIZE 245.000 X 130 03/01/1993 $600,000 15864 Deeds that include more than one parcel 4092 OR 15864-4092 0393 2(2) 08/01/1989 $0 14249- Sales which are disqualified as a result 2507 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/15/2017 f Shoreview Center ` 9999 NE 2ND AVENUE, SUITE 305 MIAMI SHORES FL 33138 i I To Whom It May Concern: I I,Alex Edelman, am the owner of AHE Realty Associates, LLC. D/B/A Shoreview Center; building located at 9999 N.E. 2"a Ave. Miami Shores,FL. 33138. This letter is meant to inform i you that as Property Manager of Shoreview Center, Julio Martinez is authorized to make any decisions on my behalf(excluding sale or transfer of ownership of said building). I Sincerely, I 1 ex Edelman wner of AHE Realty Associates, LLC.DBA Shoreview Center _ I i STATE: FLORIDA COUNTY: MIAMI—DADE This instrument was acknowledged before me on this ZZ day of dG SQL., 2016 by all parties listed above. All parties listed have either provided the necessary proof of identification or are personally known to me. (Notary Printed Name) MY00WISSIM FF2305 (Notary Signature) '., ��••` BondedThriaudittNobrySenices (SEAL) 8499 NF.2"d. AvpnnP.StP. 3n;Mi5mi Shnrvc Fm.13119 Til (jii5t 756-7'74-1—FAY ('di)5't 756-7744% Z i r"- Natiomd Bank 8d�lwwcu�. November 2,2016 Village of Miami Shores 10050 N.E. Second Avenue Miami Shores,Florida 33138-2382 Re: Land Trust No. 2401-2045-00-Miami Shores Land Trust Gentlemen: City National Bank of Florida is the Trustee under Land Trust No.2401-2045-00. This letter confirms that AHE Realty Associates, LLC is the sole Beneficiary of the Land Trust and that Alex Edelman has the power of direction under the Trust. Our records reflect that Mr.Edelman is the sole member of AHE Realty Associates,LLC. Very truly yours, CITY NATIONAL BANK OF FLORIDA EXECUTES THIS INSTRUMENT SOLELY AS TRUSTEE U\"DER LAND TRUST Mario .Carballo N0.�/lS�. D SAND NOT PFRSONALLY ASID NOT Trust icer INDIVIDUALLY AND NO PERSONAL JUDGEMENT OR DECREE SHALL E\TR BE SOUGHT OR OBTAINED AGAIMST Direct Line:305-577-7294 THE SAID BANK BY REASON OF THIS INSTRUMENT. Fax.- 305-577-5353 E-Mail: esolnola®citvnationaLgM F:SECURE:LEGAL:LEGALCLERK:2016:TRUSTS:LEr[M:MI4kM1 SHGRES:EDELMAN PO Box 025820 Miami,FL 33102-5820 citynational.com Member FDIC I Equal Homing Lender z I 1 5 Ilia 11 111" | |8N|}NUNAli | 18 6 2 NOTICE OF COMMENCEMENT OR BK 308*30 Ps 1134 (11"9s) »RECORDED COPY MUST BEPOSTED oNTHE JOB SITE 4JTIME opFIRST INSPECTION RECORDED 01/16/2018 15�33:36 "50-1 HARVEY RUVIN, CLERK OF COURT /� MIAMI-DADE COUNTY, FLORIDA pEnm|Twc\ F0uomo STATE 0FFLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives hoti6e that improvemoints will be made to certain real property,and in accordance with.Chppter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: I V IL 0 2.Description of improvement: - --~',.^~^'`~^~~~~'~~~ Interest—property: _ 5. Surety:(Payf6nt bond required by owner from contractor,if any) Name,address and phone number: Amt5unt of bond aLender's name and address: . 7. Persons within the State of Florida designated 8. In addition to himself,Owners designates the folIowinK4RVMit!,,11� 713,13(l)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: r�� (the expiration date Is 1 year from the d t s My d) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION C1'_rI-'F I` — �� OE� PAYMENTS ROVEMENTS T , PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF OU N ENDTO 0 N ATTORNEY BEFORE COMMENCING WORK YOLAI VfAIN FINANCING,CONSULT WITH YOUR LENDER OR A Prepared By AA .1 .r% A 1 . Prepared By Print Name �IVY 4" Print Name Title/Off ice Q, 1p Title/Office STATE OF FLORIDA 19 COUNTY Op»xwJNI-oAos ., �Jnm L)Individually,or Q as 'for WD ersonally known,or produced the following type of identification' Signature of Notary Public: Print Name: (SEAL) KELLY E.GALE VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES Commbsion#GG 137334 Under penalties of perjury,I declare that I have read the foregoing and Expim Nowiml*21,2021 that the facts stated in it are true,to the best of my knowledge and belief. Fto" Bor&d ym Tmy Fain llmure,weg:" l Signature(s)of Owner(s)or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By ^ 12301-52 PAGE, �, . ` ' e>! C' �1es o .4- 10-V-2017 40- vevto:34n j E N.T.S. O VI Pmw Nffm 4 5 5 w No x 0 g CAFETERIA SANITARYEIevat 1 C INIC CLINIC ��TTT 8 / - 2 To Gond f. Floor so H � i CLINIC CLINIC CLINIC CLINIC CLINIC CLINIC CLINIC OFFICE SM NE W Are. FW 33138 ST •••• Pmjwt SCOPE OF WORK:RENOVATION AND REPLACEMENT OF Legend'• ' �'• 4ENTRY DOORS 900000 •..... • 1,- Firehose...... a SCHEMATIC FLOOR PLAN A 2: ElectricalPantl•• • . s�`�awa=9 BUILDING OCCUPANCY:BUSINESS OCCUPANCY /CLINIC 3: Storage ••••' a' • HEALTH 1 OFFICE BUILDING IE...D....................... 4: Air Conti ftl;••; ;•..;. ••'•• pPPIRO 5: Jana " •• SCF 'IG MIAMI-DADS COUNTY FIRE DEPARTIVIENS •••••• FLOOR PLN EXISTING f OR's IOC '•'.•• �a�dF I3Uil�71NG6 SHALL COMPLY FlRE p�RM�-- WITH THE PROVISIONS OF EXISTING OCCUPANCIES, MR AS SET FORTH IN THE FLORIDA FIRE PREVENTION CODE. BU)G,P� AIN •.• o�Arac NUNeEx a Lo 'ife% a DRAMt JAIRO BLANDON GARCIA g NQ� 1017 Q ouble Swing 10-30-2017 � Automatic Door (X-X) 1�2d N MIAMI SHORE Site Project tl "wm eHU'1 s7x' Y-" d i e . SAL, t = :nom A d f MijIlion A' 2" ` : N. T. S. Jo Aluminum Tube_Mullion - _ t° � '�ice• - .K ` I [_ T �r f � , "� */ Project Name: , j"E,OJ.O' m.Ii Shw., ' 3_;!,-LF0RTH IS7ING PORTIONS OF BUILDINGS SHALL COMPLY TH THE PROVISIONS OF EXISTING OCCUPANCIES, ' sr � 42- - _ F . A IN THE FLORIDA FIRE PREVENTION CODE. .00 r 7 L- r fes._ " w°o^* ►� PLAN (partial) N/ � rsvencc CnDttel� 17� �yS• � �Rrrte*:FLOOR PLAN (partial) t Chvzh Entrance East Entrance • • APPROVED LOCATION •••••: MMtAMI-DADE COU FIRE DEPARTMENTNOM ...... . . . . • •••••• FIREm__ LEGEND .:...• ••a r •• •. n:.DGi.PERMR - """ FlRE SUP " 'W 17 - Window Dimension. 9999 NE 2nd Ave. •"" "" 1 DD Door Dimension. A-, Miami Snore Florida 33138 • " "" Mo Masonry Opening Existing Store ExistingStore tilq� :••�••• • ••:••• 3 SOD-AD Sliding Automatic Door Front to Remain Front to Remain ...... DEAD Double Swing Automatic Door i •••••• Removed o � Front ---- -- -- --- �. Transom, Slidinc,*DiDoor do SSD Single Swing Door Swing Door J. STF Store Front Window 5A 5B Install „ „ „ Top Store Front Window 22 ❑� Store Front Transom (2) < � o \"-Mullion B. 2 x4 xYs x84 Bottom Sliding Automatic Door O 2 Single Swing kr�(1) o g Aluminum Tube Mullion �ko Q Sliding Automatic Door (1) D ----- � � W Emer en"okaway Clear Egress 2 Exit Op ping 130" Door Opening 65 Sliding Automatic Door �(/dTC= T�✓�J `�� (Four panels SO-SX-SX-SO) ELECTRICAL m w D WORK 5 =EIFQt- LAN (partial) - - FLOOR PLAN (partial) Pi o ~ pith Entrance West Entrance O z 0 Q � DRAWING NUMBER p 17-045 Q t SHEET I �-- Q N m u7 U) IAF 2 WAft JAIRO BLANDON GARCIA Mullion C 7"x6" Concrete Aluminum Tube Mullion °1E Sliding Operator 10-30-2017 New Store Front Transom Mechanism Space ew Store � Door#4 Location Front Transom Store Front to Remain Sensor Main Entrance anel B. Circuit #30 0000 Electrical ect ca o0 y ( h SAL 7 Panel i a e Location. • - �� N. T. S. Door Location D00 #1 L ti n 11 5A 5B Project Name: I S oor#3 Location a 4 x .. anel B. Circuit #29 A. • 00000 . Door#2 Location . . • Automatic .. ••••• Door •• ,� •, Concrete Column oncrete 0.00• 0.00 •• •• oncrete • oncrete Column Store Front to Remain Floor Line ,oW„om 000:0 .. 0000 9999 NE 2nci Ave. SCHEMATIC F L00 R P LAN ��TM loor Line Miami Shore ••••• 111 TOTAL ELEVATION Florida 33138 9:069* 0.0.0: 0 00 0.. Type:SOD-AD ,. Project - 0 . . •• � •00000 • • • ;O •• 8, � Removed old Store Front ••••• 'l Transom, Sliding Door & 0 ELECTRICAL REVIEW �1 /� Swing Door �Jd��/ �► lYa" Minimum embedment to concrete. R ` Install APPROVE DATE 1Y," Minimum 1 x PT Wood Buck Store Front Tron:som (2) - -. embedment to concrete. side back. Single Swing Door (2) _ Min 10" Dwble swing Aftmflic Door(1) OTE - -- [}" Sliding Automatic Door (1) 10" EXI 5tin Power to .6e Keu5ed & no ELECTRICAL WOOD BUCK ANCHOR Silicone. WORK New F lectrical Lu I re If Required Typical, 2 x PT Wood Buck with Y" 0 Buildex Tapcon 2,Y4" x Y"O. NOTE: IF REQUIRED WOOD BUCK SHALL BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE BUILDING STRUCTURE. 7ING NUMBER WOOD BUCK MUST BE SOUTHERN PINE WITH G=0.55. f___�-_— n—o4s !2: ')F ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH/S LESS THAN 2712"OR<= 10 DEGREES - - - PROJECT NAME: Shoreview ✓ NOA or FL# 15-0622.13 ADDRESS 9999 NE 2nd Ave. NOA or FL# 17-0201.02 CITY/STATE Miami Shore,FL 33138 NOA or FL# CLADDING TYPE: I Swing and Sliding Door NOA or FL# 14-1112.06 `,e��1l111111//��' ®Oo GCI A�s/�/ COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Vult 175 f o Z NOMINAL DESIGN WIND SPEED Vasd 136 ROLL DOWNS, WINDOWS,MULLIONS, EXPOSURE D HEADERS,STORM BARS etc. 1 f At MEAN ROOF HEIGHT 40 ✓ ��® �A��®�®-�°�� TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS 11111„�, ENCLOSED BUILDING GC i=+0.18 <=10SF 10SF><=205F 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 69.1 41.5 66.0 39.6 62.0 37.2 •�; EGATIVERRESSURE (INTERIOR ZONE 4) -95.3 1 -91.4 -54.8 -86.2 -51.7 •; ATI E P ESSURE (END ZONE 5) -117.3 -70.4 -109.5 -65.7 -99.2 -59.5 PARTIALLY ENCLOSED BUILDING GC i= +0.55 <=10SF 10SF><=20SF 20SF><=50SF ••••• �6SITI1JEi;RESSURE (ZONE 4+5) 92.8 55.7 89.7 53.8 85.7 51.4 14EGATM.PRESSURE (INTERIOR ZONE 4) -125.4 -75.2 -121.5 -72.9 -116.4 -69.8 •� NEGATPA PRESSURE (END ZONES) -147.4 -88.4 -139.6 -83.8 -129.3 -77.6 I!%GIiT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES '•' Jorge E. Garcia, P.E. &Associates, Inc. • 14721 Dade Pine Avenue,Miami Lakes F133014 P.E#25316 C.A. #27413 Phone: 305-558-3530 Cell: 305-877-1679 E-Mail:jorgeisa@comcast.net I WA■k XRO BLAND014 GARCIA DAM, ouble Swing 10-30-2017 Automatic Door (X-X) IVAM of MIAMI SHORE Site Project ' ! 0-31-20177A Y (, SULL Mullion An » n n � *.�. ;: 4 t1 11Sann {"..' N. T. S. Aluminum Tube Mullion °<Li� t' 6- .i� , !� , a Project Name: 1` +j •..}r S W �. uw`F1,ancHc capaetmF FLOOR PLAN (partial) FLOOR PLAN (partial) North Entrance East Entrance LOCATION . APPROVED • "" . , • MIAMI-DAuE COU FIRE DEPARTMENT LEGEND • WD Window Dimension. �Ot •�•�`` •``• •��'. BLDG.PERMR FIREALARM � <�" 9999 NE 2nci Ave. ' •• •••• DD Door Dimension. 9 Miami Sh6re •••••• Florida 33'138 • ...... FlRlaua_� �Y:�-=-��, �rAu�:Exc�,,_ MO Masonry Opening Existing Store Existing Store ' "•••� �••••• •• BY: SOD-AD Sliding Automatic Door Front to Remain Front to Remain Prosect ` DSAD •• ` Double SwingAutomatic Door rl ""'• 0 -____________ _ Removed old Store Front • • -- — _---- Transom. Sliding Door do SSD Single Swing Door Swing Door STP Store Front Window 5A 5B Install PO/ Top Store Front Window / / Store Front Transom (2) ullion B: 2"x4"xYs"x84" Bottom Sliding Automatic Door r Samble ingle A ffidiiccrp0000rr(1) Aluminum Tube Mullion Q Sliding Automatic Door (1) Jags E Gordo, EXI NG PORTIONS OF BUILDINGS SHALL COMPLY Emergency Breakawa Clear E ress PE s Asx. W. WITH THE PROVISIONS OF EXISTING OCCUPANCIES, Slidin Automatic Door S1�mrd a W1 e AS SET FORTH IN THE FLORIDA FIRE PREVENTION CODE. Exit Opening 130" Door Opening 65" (FourpanelsSO-SX- ��cl)tI111 °°°� ,An/kXP0d ffl FL 33M4. FLOOR PLAN (partial) ��FLOOR PLAN (partial) z 0- Mai. RE INWO/'W1s South Entrance KOM West Entrance fZVL*27413 0 NUMBER PLO tZ� �7-045 OF 3 . IIS " JAIRO BLANDOIJ GARCIA ullion A: 2"x4"A"x84" DD ullion B: 2"x4"A%84" (-Mullion C: 2"x6"xY"x140" Aluminum Tube Mullion Aluminum Tube Mullion luminum Tube Mullion Sliding Operator ISE 4� Mechanism Space 10-30-2017 DD _ DD � � sensor DD ,I 42 �` _- 63 -- 140 J. E. G. i \ Automatic 10-31-2017 a� \ v Door �/ \\ 0 ~ X '`}" SCALE: \ oci a� N. T. S. X /j �' Project Name: \ / '/ r Line - 44' Fl ne 642 �f Mo �_ 4434 MID EXTERIOR ELEVATION (X) TYPICAL_ELEVATION - EXTERIOR VIEW MID TYPICAL EXTERIOR ELEVATION Type:OSD Type:SOD-AD Type OSAD Mark:#3 MARK:#4 x EXTERIOR ELEVATION (X) MddA of a WD � ROVED rola 69' - WD SSD • •••. M3rkay4 MIAMI-DADECOLI FIRE DEPARTMENT - � 708 -- _ ...... 8 ...... . . . . • • • BLDG.PERMIT FIREALARM •••••• •••• •••••• FIRESUPPR I ATERMNNEXT. Mullion C: G91 . g •��•• �• � """ 2"x6"xY'x140" Mullion C: 11 _ _ •��•�• �' "'• AI minum Tube Mullion „ " • • M� �_ 7116 9999 NE 2nd Ave. DATE � BY: 2x6 xYa'x140" • ••ELEVATION DETAIL -Mc Miami Share ...... 000000 Aluminum Tube Mullion o Florida 33138 •••••• •..'... TYPICAL ELEVATION - EXTERIOR VIEW TYPICAL ELEVATION - EXTERIOR VIEW #V46�. • • •• EXISTING PORTIONS OF BUILDINGS SHALL COMPLY Type:STF Project: "•••• 99060: •• WITH THE PROVISIONS OF EXISTING OCCUPANCIES, Mark#5B Type.STF �p AS SET FORTH IN THE FLORIDA FIRE PREVENTION CODE. Mark#5A �jQ Removed old St,re Front Height of the Building 40' - 0' Tt oSwiSr g Door LOAD TABLE-MAIM SHORE Install WINDOWS&DOOR SPECIFICATIONS Store Front Transom (2) Single Swing Door (2) Height Pte(*) P�(-) Pd(+) PSA-)A S.D-Rating Approved Press ProductApproval Double Swing Automatic Door(1) MKS Description City Width(Inches) (Inches) Tribut Area(SgFt) Cord. Manuf. Rating Glaze N.O.A. At Sliding Automatic Door (1) 1 Series"Summit Aluminum Entrance Door w wo Transom 1 42 84 24.50 4 X 41.5 572 90-0 90.0 Aldora Aluminum&Glass Products,Inc, Large Missile Impact Resistant 9/16"Laminated Glass Type E 17-0201.02 ° ll� A Series"14000 HMMS"Capped AiminunTube Mullion 1 2"x4'x1/8"x84" 4 41.5 57.2 105.7 107.5 General Impact Large Missile Impact Resistant 15-0622.13 2 Series"Summit"Aluminum Entrance Door vdwo Transom 1 63 831/2 38.53 4 x X 41.5 57.2 90.0 90.0 Aldora Aluminum&Glass Products,Inc, Large Missile Impact Resistant 9/16"Lam nated Glass Type E 17-0201.02 �J�Ccc � 3 Series'Summ P Aluminum Entrance Door w/wo Transom 1 42 84 24.50 4 x 41.5 57.2 90-0 90.0 Aldora Aluminum&Glass Products,Inc, Large Missile Impact Resistant 9/16"Larinated Glass Type E 17-0201.02 b o. 25316 B Series"14000 HMMS"Cipped AluninunTube Mullion 1 2"x4"x1/8"x84" 4 41.5 57.2 105.7 107.5 General Impact Large Missile Inpact Resistant 15.0622. �t 1 Series"Dura Storm" Aluminum Automatic Siding Glass Door:O-Sx-Sx-O,O- 35"(TOTAL i l a / -'/7 •� 4 1 92 23.00 Per Panel 4 SO-SX-Sx-SO 41.5 57.2 75.0 75.0 Stanley Access Technologies,LLC Large Missile Impact Resistant 9116"Laminated Glass 15.0127.07 t / Sx and So -Sx-So,So-Sx wy Operable Pannell w/Full Breakout WIDTH 140') % C Series"14000 HMMS"Cipped AlminumTube Mullion 1 2"x6"x1/4"x140" 4 41.5 57.2 71.3 71.3 General Impact Large Missile Impact Resistant 15.0622.13 O �.� �Ca6••f \\`` 5A Series"SMI-175"Aluminum Window Wai System 1 707/8 11314 5.78 4 O 41.5 57.283-0 63.0 Aldora Aluminum&Glass Products,Inc, Large Missile Impact Resistant 9/16"Laminated Glass Type A 141112.06 58 Series"SMI-175"Aluminum Window Wall System 1 e9 1/8 113/4 5.64 4 O 41.5 57.2 63-0 63.0 Aldora Aluminum&Glass Products,Inc, Large Missile Impact Resistant 9/16"Laminated Glass Type A 141112.08 9I1:? 2 OF 3 • owant JAIRO BLANDOI'J GARCIA Mullion C- "x6" Concrete Aluminum Tube Mullion 01E Sliding Operator 10-30-2017 Door#4 Location New Store Front Transom Mechanism Space �41ew Store Mae W. Front Transom Main Entrance Store Front to Remain J. E. G. anel B. Circuit #30 Sensor WE 10-31-2017 .f. m r Electrical Roo X / iA Y 1� Panel tiSME a e Location.n ��. N. T. S. Door# Location 1 L ti n - - - - - - - - — 5B - Project Name: IF EC RICAL IEW oor#3 Location a AP OV D: -DATE a x 0 anel B. Circuit #29 x Door#2 Location • Automatic Door Concrete Column oncrete • X ••••• •• ••.... oncrete oncrete Column Store Front to Remain Floor Line ..... .. . .... 9999 NE 2n<i Ave. `•`�" ' LineMiami loor Florida Shore S E MAT I C FLOOR P A TOTAL ELEVATION • .. Type:SOD-AD Project: SLPIj m:T UTONfATIC DOOR NOTES: For? Removed old Store Front Re#: Transom, Sliding Door & MullionCLEAR EGRESS OPENING 65" "A!A B" �RE R C Swing Door IN/DFo�/ II EM1Y" Mi m EMERGENCY BREAKAWAY See page 35/60,Anchor Type"N-4%Y4"Dia.Ultraoons.aip embedment to concrete. �k1 EXISTING OPENING 130" Type D-0. End Mullion.Concrete Substrate. Aembedment Y" Minimum 1 x PT Wood Buck Store Front Transom (2) to concrete. side back. Single Swing Door (2) COLOR FRAME: CLEAR ANODIZED Mullion"C" M l n -��Q Double Swing;l dwxdic Door(1) COLOR GLASS: GRAY See page 21/60,Andior Type"N-6%Y4"Dia.Ulbaoms.aip4" Sliding Automatic Door (1) Type KI/C2. Interior Mullion.Concrete Substrate. irk,y y l!1 I l l 4TH-STORY BUILDING A�/s Jorge E aortia, y, P.E.&Aeeoc. Inc. SWdurd&Crn1 Er*aw* 701, serv;oe/kapedions STORE FRONT WINDOW Silicone. GLASS TYPE: "A"=16". WOOD BUCK ANCHOR � COMPOSITION= Y4"ANN.GLASS+0.120"INTERLAYER UVEKOL S +Y4"ANN.GLASS. SLIDING GLASS DOOR-AUTOMATIC DOOR If Required Typical, 2 x PT Wood Buck with s Ya" 0 8uildex Tapcon 2%4" x Y"0. �e� ,-pLop.%'D d'�� GLASS TYPE: _ /g - ,•,.r \\ Jorge E Garcia. RE COMPOSITION=1/"ANN.GLASS+0.090 DUPONT BUTACITE PVB INTERLAYER+%"ANN /�d�° � 1 H R ��\ IL License 1CA 25316 GLASS. NOTE: IF REQUIRED WOOD BUCK SHALL BE ANCHORED SWING DOOR PROPERLY TO TRANSFER LOAD TO THE BUILDING STRUCTURE. DRAWING NUMBER GLASS TYPE: "E"= 16"- WOOD BUCK MUST BE SOUTHERN PINE WITH G=0.55. 17-045 COMPOSITION=Y4"ANN.GLASS+0.100 INTERLAYER UVEKOL+Y4"ANN.GLASS. sir 3 qF 3 JAIRO BLANDON GARCIA f uaE: 10-30-2017 Fr—� Fel mer: J. E. G. Threshold of Sliding Automatic Door to install:,Y2"height a,E 10-31-2017T�, hlivo I F I'I I 'P F NOA No. 15-0127.07. N. T. S. Please See Pages 9 of 14 Details of F,levations.Page 11/of 14, Standard Bottom Rail Pieces Nos.24,31 &33 Project Name: Bottom Rail SX—SO Threshold Of Outswind Door to install:/"height W NOA N17-0201.02. ' • o. •• •r • ADA Threshold Cover Fl 5 pages 5 3 Details f F,levations.Page 1 1/of 13, CasC CC a C5 Of1 Ctal O •'•••• •.•� Pieces Nos. 10 11 £3. 12. •' •• •••• Wheel •'.• • 66 • . 049 Threshold Ramp Adapter •..... •' Threshold Base •••>;• T .. .. � • •9999 NE 2nd Ave. DETAIL ILI Miami Shore — � Florida 33138 Threshold Height = Project: Outswind Door Component Threshold OErNLs THRESHOLD SLIDING ' AUTOMATIC DOOR & DETAIL OUTSWING DOOR Threshold Height Sliding Automatic Doory M�EIVCE SFR E Garen. MIAMI5HORE5VILLAGE ��, 3Q"GMC ��.,, S I.&, �� , ...-••• .., . mwu- 14M Dons we w.ftM UIM R=14. Permit: No. 17-2819 � No• 25316 1 Address: 9999 NE 2ndAv ,Miami Sbores,FL 33138 1� Comments Nos.2&3: 1008.1.7 Threshold&Accessi6ility,section 4014.2.5 Threshold kk 0101STS+ ; � s R�P ��'• ,�� CA J 27413 N_A\� \`�� DRAWING 045 NUMBER /(!1! SHEET 1 OF 1 f I. f Stanley Access Technologies Quick-Reference Guide mAKE SOMErntah QRE►r . F MC521 Pro Controller Installation and Operation Manual ••' 204066 Includes instructions for: • :60 '••' : Du=UideTM 2000/3000, 5200/5300, Dura.GuardTM, Dura.StormTM and • •• .""DuraMaxTM 5400-Series, Automatic Slide Door Systems Rev. C, 05/10/12 Prohibition on Copying Any unauthorized reproduction,disclosure or distribution of copies by any person of any portion of this work may be a violation of copyright law of the United States of America and other countries,could result in the awarding of statutory damages of up to$250,000 (17 USC 504)for infringement,and may result in further civil and criminal penalties.All rights reserved. 'Si r:Ut,�' ' .��L Fri APPROVED Stanley Access Technologi6s TABLE OF CONTENTS I PURPOSE........................ 2 2. PREREQUISITES ..................................................... ...................... ...................................................2 3. PRECAUTIONS..................... 3 .......................................................... 4. INSTALLATION INSTRUCTIONS........................ .....................................................................................3 4.1 Installing the MC521 Pro Controller j 5- WIRING INSTRUCTIONS............ .................. 3 5.1 Evaluating Power Requirements.;.................................................................................. I ...........................) 5.2 Conne'cting Main Power Wiring....... .............. ..................................I.....................................................3 5.3 Connecting Accessories (As Applicable).............................................................. ....................................3 6. TUNE-IN INSTRUCTIONS 4 6.1 Tuning In the MC521 Pro Controller Using a Handheld Device................................ .......................... 6.2 Tuning In the MC521 Pro Controller Using the Controller Pushbuttons............................................9 6.3 Final Tu' ne-In Adjustments................;.....................................................................................................12 6.4 Spare Parts List..................................................................;......................................................................13 Attachments Attachment 1,MC521 Pro Controls and Indicators............................................................................................15 Attachment 2,MC521 Pro System Wiring Diagram.......................................................................... ................. 17 AttactMent 3,ONW521 Pro Terminal Block Connections—TB I Through TB7................................................25 AtWxWent 4,ANsVBFmA and UL Compliance Requirements for Sliding Doors.................................26 Attachment 5:14-andeld'Device Troubleshooting Aid............... 28 ,0600*6 ............. ..................................... Attv,binent 6,Wn&eld Device Troubleshooting Screen Descriptions..................................................30 AhwlAent 7,044C521 Pro Troubleshooting Aid................... 31 ....... ........ .......... ............................ *0: *Goo 0 66 60: 00 00 000* • 60:940 0:4 *00 0*00*: 000000 0 6666. 6666.. t 0 2012 STANLEY BLACK&DECKER.ALL RIGHTS RESERVED. 204066 Rev.C,05/10/12 1 of 31 1. PURPOSE 1.1 Discussion This manual provides installation instructions;wiring instructions,and tune-in instructions for the MC521 Pro Controller.It includes instructions for DuraGlideTM 2000/3000, 15200/5300, DumGuard` DuraStormTl,and DuraMaxTM 5400-Series,Automatic Slide door systems. On Dura-Glide sliding doors,the MC521 Pro Controller replaces the MC521 or both the microprocessor control box and the interface board on older models. The door activation devices(SU-100 motion sensors,caipets,push plates,etc.),lock,function switch,doorway holding beams,and door position switches previously connected to the interface board must be connected to the MC521 Pro Controller. Attachment 1 illustrates the MC521 Pro Controller controls and indicators. Attachment 2 illustrates system wiring for Dura-Glide series sliders. 1.2 Applicability This manual is applicable to the Dura-Glide series sliding doorsused on DuraGlideTM 2000/3000,5200/5300,DuraGuardTM,DuraStormTM,and DuraMaxTM 5400-Series,Automatic Slide door systems.Instructions for connecting optional accessories are not provided in this manual. 2. PREREQUISITES • : '..2.1 Special Items Required .. •.• •;•••; • Stanley Access Technologies document No, 203975,"Stan vision Installation and • Operation"(if installed) "' •• •Stanley Access Technologies document No. 203957,'SU 100 Motion Sensor Installation • ••• •• •••"W Operation"(if installed) . ... .. . .... • '• •: '.e..SU-100 tune-in remote control(if SU-100 Motion Sensor is installed) .. ... • "i"Stanley Access Technologies document No. 203768,'StanguardTM Threshold Sensor • ••• •• �1•nstallation and Operation"(if installed) • • "' .....: •• bptex OA-203C manufacturer's installation and tune-in instructions(if installed) • Compatible handheld device;visit list o/compatible devices echnologies com/index asp Mode DOWNLOADS for a current list of compatible devices • Bluetooth adapter or cable to connect compatible handheld device to MC521 Pro Controller. • Degreaser • Instructions for any other device to be wired into the MC521 Pro Controller. t 0 2012,STANLEY BLACK&DECKER.ALL RIGHTS RESERVED. 204066 Rev.C,05/10/12 LL 2of31 3. PRECAUTIONS 3.1 All ANSURRMA and UL Requirements in Attachment 4 must be met before the door is put into operation. 4. INSTALLATION INSTRUCTIONS 4.1 Installing the MC521 Pro Controller NOTE This manual covers new door installations in which the MC521 Pro is factory-installed and wired. 5. WIRING INSTRUCTIONS 5.1 Evaluating Power Requirements 5.1.1 EVALUATE door system power requirements as follows: • ENSURE power source is a dedicated 115 VAC,50/60 Hz source with 20A circuit rating. If four operators are used,the source should have a 30A rating. • ENSURE no more than four operators will be connected to one circuit. • ENSURE power source is not shared with other equipment,i.e.,cash registers, EAS systems,or other electromagnetic interference generators'. 5.2 Connecting Main Power Wiring WARNING I.•Jo prevent injury to personnel,incoming electrical power to the header must be deenergized before • egg4ectin&el(;tical service to the control box. • 2 lectri6Xwuing must conform to National Electrical Code Requirements. •• •.• �. DEENERGIZE incoming electrical power to header. •• •••• 5,22,•• Refer to Attachment 2,and,using wire nuts,CONNECT incoming line,neutral,and • ground wires to the controller power harness. • •• S.Z�,.' IF adhesive wire clamps will be used,DEGREASE metal surfaces on inside of header • •••••• cover where clamps will mount. • ••• ••• S.2'4 SECURE wiring to top of the header track tube,and ENSURE the following: • : . All wires are clear of belts and belt brackets. • Header cover opens and closes without interference. 5.3 Connecting Accessories(As Applicable) 5.3.1 Refer to Attachments 2 and 3,and CONNECT any of the following subsystems to the MC521 Pro Controller. • Function switch(rotary,rocker and"POWER"switch wiring) • Stanguard threshold sensor • Doorway holding beam • Breakout switch Solenoid lock • SU-100 motion sensor(s)wiring(refer to Stanley Document#203957) 0 2012,STANLEY BLACK&DECKER,ALL RIGHTS RESERVED: 204066 Rev.C,05/10/12 3 of 31 r • OA-203C presence sensor(s)wiring • Push plate.wiring 0 .Door position switch closed contact(with door closed) • Stanvision 6. TUNE-IN INSTRUCTIONS WARNING The door path must be free of objects and remain clear until the First Install Sequence(FIS)is complete. During this sequence the sensors are inactive and the door has no SAFETY. To stop the door,turn power off or put the doors into breakout. NOTE 1. The MC521 Pro Controller can be tuned-in using a handheld device or using the pushbutton switches located on the controller.Tune-in using a handheld device is the preferred method. 2. During normal operation,the digital display indicates status codes.The "UP"and"DOWN" pushbutton switches can be used to enter and display data values.The user interface values are shown in Tables 2 through 4. 3. If a solenoid lock is installed with no lock circuit board(new style),set Lock Logic to the actual lock type (Fail Safe or Fail Secure).If a Fail Safe or Fail Secure Lock is being installed with a lock circuit board(old style),the Lock Logic must be set to Fail Secure. 4. Handing: Manually open door noting rotation of belt pulleys. If counterclockwise(CCW)use right "viand during FIS.If clockwise(CW)use left hand during FIS.See figure below. { 5. Thefirst iWlation sequence(FIS)is used to perform the initial configuration. Upon completion of •• """ ":F13:all setup parameters are stored in non-volatile memory. Subsequent power cycles will.reload the configura4944pj'ameters that were configured during FIS. 6 Mimal p~dn digital display are encoder l signals. • •• 7. .>�r changi**values,the values must be saved in EEPROM by cycling the door to full open: " • • """""• HANDING RIfiHT HALM • •• •.• � " PULLEY ROTATES CCW ••...• WHILE OPENING • • USE RIGHT HAND IN PIS 0 0 Mr. HAND PULLEY ROTATES m WHILE OPENING USE LEFT HAND IN PIS 2012,STANLEY BLACK&DECKER.ALL RIGHTS RESERVED. 204066 Rev.C,05/10/12 4of31 M IAM I-DADS MIAMI-DADE COUNTY 0low PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175.2474 BM!Tplicable RD STRATION DIVISION T(786)315-2590 F(786)315-2599 ACCEP *ZE- OA www.miamidade.8ov/cconornv chnologies,LLCoad 06032 ned under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-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. RER 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 i meet the requirements of the applicable building code. This product is approved as descri , as eendesigned to conte y wr i in e, including the High V urricane Zone. DESCRIP N: Series "Dura Storm"Aluminum Automatic Sliding Glass Door : O-Sx-Sx-O,O-Sx and So-SX-Sx- o,So-Sx w/Operable Panels w/Full Breakout-LMI APPROVA SGQ..... Bi-Parting/Single Slide-LMI", sheets 1 thru 14 of 14 prepared by Engineering Express,dattd.67-01-12 and last revised .' on 10/15/2014, signed and sealed by Prank L 11r�udo,.E aring the Miami-Dade Cotmtx Produc;a nlroi 6060:0 Revision stamp with the Notice of.Aec ance number and e�Ation by the Miami-DattleEounty Product • ...... Control Section. •••• •• • • • 666• 6 •• 666.6 MISSILE IMPACT TING: Large and Small Missile Impact 0.6 0 6• 6 0 ••;•6• LIMITATIONS: •• •• •••• ...... 1. See elevation for anchors requn•en e 1 Ins eet and Header clusters details in sheet 50t1'iU11t eshold clusters in sheet 9. See sheets 2&3 for concealed 3-point locking(active panel)&2-point(in-active).Also see t�pplilcable""" 2-point G-86 CVR pan is devices(active/inactive panels)for series 3000 in sheets 3 &46tp•liq used yv`.Io&onq•••• muntin bars(detail V, sheet 12)and DLO height not to exceed 36-3/4"max. ••: 2. Not approved where water infiltration is required.Fixed glass more than 36"wide must be supported with approved setting blocks per FBC requirements. 3. Electrical devices, functions and installation is not part of this approval and to be reviewed and approved by Authority Having Jurisdiction(AHJ). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of,any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. + ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, andfollowed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall e ! in its entirety r NOA No. 15-0127.07" MIAMIDADEC' U Expiration Date: April 04,2018 rr Approval Date- June 25,2015 C1 Page 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#13-0529.23 consists of this page 1 and evidence pages 1 &2 and E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.ChandR,P.E. 4)i . ....% .... . .. ..... ...... . .. ..... . . . . ....% .. ... .. MIAMhDADE COUNTY NOA No. 15-0127.07 .•••, , Expiration Date: April 04,2018 Approval Date: June 25,2015 Page 2of2 Stanley Access Technoloeies,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file see below). 2. Drawing No. 14-1856(former 12-SAT-13),titled"Dura-Storm 2000/3000 Auto SGD,Bi- Parting/Single Slide-LMI",sheets 1 thru 14 of 14 prepared by Engineering Express, dated 07- 01-12 and last revised on 10/15/2014,signed and sealed by Frank L. Bennardo,P.E. B. TESTS (submitted wider files#13-0529.231412-0807.03) 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 (Not conducted) 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 24113.2.1,TAS 202-94 Along with installation diagram of aluminum automatic entrance doors Sx-So w/G-86 CVR Panic(TAS 202,201/203-94)and So-Sx-Sx-So w/Transom& G-86 CVR Panic (TAS 202), prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7247,dated 3/08/13, 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 (Not conducted) 4) Large Missile Impact Test per FBC,TAS 20.1-94. :09000 5) Cyclic Wind Pressure Loading per FBC, TA-03*-94 ;• �; • 6) Forced Entry Test,per FBC 2411 3.2.1,TAS*M-94 •'•'•• Along with installation diagram of aluminum automatic entrance doors,urppared ly0. 0••••9 ' Fenestration Testing Laboratory, Inc. Test Report No.FTL-6803, datetl.Q501/12 3nS.latt revise on 03/21/13, signed and sealed by Marlin D. Brinson,P. E. ••;••; ••• ••••• Note: This test report has been revised by an addendum letter dated Nov 21, 2012, NVAd by ••••:• Fenestration Testing Lab, signed and sealed by Marlin D. Brinson, P. 000 0.; 0 ••; .000.0 C. CALCULATIONS . . 0000.. 1. Anchor verification calculations and structural analysis, complying with FBC-1044;(5th Edition),prepared by Engineering Express,dated 05-13-15,signed and sealed by Frank L. Bennardo,P.E. 2. Glazing complies w/ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, L.L.C. for"SAF,GLAS, Polyearbonate laminate", expiring on 12/16/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNenrours & Co., Inc. for their"DuPont PVB Butacite®", expiring on 12/11/16. 3. Technical strength data of Trelleborg EPDM per ASTM C864. Isliaq L Chanda,P.E. Product Control Examiner NOA No. 15-0127.07 Expiration Date: April 04,2018 Approval Date: June 25,2015 E-1 Stanlev Access Technoloeies,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014( 51'Edition),prepared by Engineering Express, dated May 13, 2015, signed and sealed by Frank L. Bennardo,P.E. 2. Statement letter of no financial interest,prepared by Engineering Express, dated 08-02-12, signed and sealed by Frank L. Bennardo,P.E. (submitted under file# 12-0807.03) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#13-0529.23,expiring 04/04/18. 2. Test proposals# 13-0006 dated 01/14/13 approved by RER and# 11-1016, dated NOV 11, 2011 approved by PERA and Test proposal # 11-1016, dated NOV 11, 2011 approved by PERA. 3. Manufacture supplied Adam Rites deadbolt/hook&bolts mechanism and G-86 CVR Panic exit brochures. 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.• . .0 000.0 0. 00 0000 000000 ...... . 00 . .00 0000. 00-00.0 . . .000.0 00* 00 I Isla I.Chandn,P.E. Product Control Examiner NOA No. 15-0127.07 Expiration Date: April 04,2018 Approval Date: June 25,2015 E-2 BEN DURA-STORM SERIES 2000/3000 TYPICAL ELEVATIONS GENERAL NOTES r u G DOORS HAVE BEEN TESTED& DESIGNED IN ACCOR - E •' WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING I I Z ANCHORS AT HEAD, SEE SHEET 5 FOR CODE & THE FBC FIFTH EDITION (2014) HIGH VELOCITY 2 L 13" MAX DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13" MAX TTP. HURRICANE ZONE(HVHZ)AND MIAMI-DARE COUNTY PROTQFOLS a HEAD SILL TAS 201 FOR TARGE MISSILE IMPACT, TAS 202 FOR UNfF M HEAD SILL 168" MAX PACKAGE WIDTH 108" MAX PA GE WIDT LST R PRESSURE AND TAS 20.3 FOR CYCLIC WINO 4" 4" 4" - 4" 2. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE�i� p`OA Al 1 6 - I -"1 EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED 'ry LOADS. 1X OR 2X WOOD SUCKS BY OTHERS SHALL BE t ,� ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING O_ 0 0 o B o STRUCTURE. W w O 3. NO INCREASE IN AUAWABLE STRESS HAS BEEN USD IN (J� ��U � \ �Ny n THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION ZW w=-•X " F N \ *g - FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. •n >U�w x N p °`� 2-P � 11 PT c7 m a = 3-PST z° , w ao a 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED IJ <�`z 6 C7 w z \ z F \ FOR USE WITH THIS SYSTEM SWILL BE DETERMINED PER w m w B K LO L(l LOCK-, x la x x �\ w Z = '� SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING Z^ N w w >= x a � \\ �= a I`' ¢ CODE. PRESSURE REQUIREMENTS AS DETERMINED IN W W ti 9 3 La x 43.4" M ¢0 54.6" MAX U S o Q= ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE / I Q w g a ¢w FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO N°d a PMFL WIDTH,TYP. x J w Q w 1 PMF1 NdDIH, __ Q \ _ - VALUES�USI•EO HEREIN FOR OPNY ASSEMBLYAS SHOWN. 0 O 1 a y 5. OEMGN PRESSURES NOTED HEREIN ARE BASED ON � a• r O. �ty9 .Q'@• y zz w yy°°' z ro �:faL MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY in Il ey 1 �°j in CL a0 ° FACTOR. / a1 °0 ti 6. DOORS DETAILED HEREIN HAVE BEEN DESIGNED AND U ,/ o TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON 13" MA \\ // 2/6 I MAXTHESE DRAWINGS REFERENCE FENESTRATION TESTING LAB m 7. 2/6 TTP. \ I I /" 3/6 1 / TTP. 3/6 R7.EPORTS HORS SHALL6803 & BEINSTALLED PER MANUFACTURER'S "SX' \ / SX" "O" "SX" "O. SPECIFICATIONS SPACED AS NOTED HEREIN. MINIMUM G u 1 EMBEDMENY AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, p5 BRICK, AND OTHER WALL FINISHES. a 4" -� 4" 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING 1 6 - =-{ 1/6 SX-0 (SINGLE SLIDE) N CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE o w n iv I� / O-SX-SX-O (131-PART) INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. y LL ANCHORS AT THRESHOLD, SEE SHEET 8 FOR 9, WOOD HOST STRUCTURE SHALL 13E 'SOUTHERN FIRE' o g'A o DURA-STORM 2000 TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. G=0.55 OR GREATER DENSITY. N„, 10. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING 4 ej ANCHORS AT HEAD, SEE SHEET 5 FOR CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE . FFF O O 13" MAX DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13" MAX TYP. INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. }n n z= 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NQF TTP. HEAD SILL 4" 4" HEAD SILL 4" PROVIDE INFORMATION FOR A SPECIFIC SITE FOR SITE ¢ S 168* E WIDTH 108" MAX PAC GE WIDTH CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED 47.8 I(� HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT m 4" f� -4/7 _ - SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN _ CONJUNCTION WITH THIS DOCUMENT FOR INSTALLATIONS OUTSIDE THE INVHZ;WfTH1N THE IiVHZ,A ONE-TIME APPROVAL � N o o o O FROM MIAMI-DARE COUNTY SHALL BE OBTAINED. 12. ALL BOLTS AND WASHERS SHALL BE ZINC COATED, GALVANIZED, OR STAINLESS STEEL WITH A MINIMUM TENSILE .6y`z .•�,'}' \ yo'.°° \ +y�0' N I- \ STRENGTH OF 60 KSI, EXCEPT INSTALLATION ANCHORS. c'4 2-P LOCK 1 t \ a = N I 3'PT LOCK °y p a. 73. ALL SINGLE SLIDE ENTRANCES ARE SHOWN ^RfGHT HAND"; w / 3-PT LOCK \ c� ao Q c� \ w °° l3Lp z z z Go w OR OR ? \L W OR z x t \ "LEFT HAND"IS MIRROR WAGE. LDV gg _ _ / 2- CVR I 2-PT CVR w \ z = w a x ' 4t t.•plYlnawR•T�tlM,Ly 5 s o ffi o > 1 2-PT CVR > w c� I x edMl■tctat w J PANIC PANIC = n w PANIC I = D- \ — ¢ ft. N• J % _ /' 1 \\ ¢w I \ Qw �o E4pfmiwp.tt -(� `•I SOI ��,222222K !L �Y I Z y� D. Go p d SYSTEM !Ib•1 Uldt CAIPId NL yo° 1 1 ° IY 3' •• • S 6" X `v1 a 00 1. ALL ALUMINUM PARTS SHALL BE 6063-T6 ALUMINUM : : • WDTY, • 2. GLAZING 9/16'ALLOY AND RLAMINATED SS OTHERWISE SRAT D(SEE GLAZING � 43.4%MAX 5/7 8i 0,i • : •' • DETAILS SHEET 12) Y 5/7 P \ I I • •• 0046/7.81 y P• •• // 6/7 8 3. CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE L " 0" SX" X. "SO" iv� "SX "SO" BUTT JOINED, SECURED WITH FOUR (4) FULL WIDTH 5/18" THREADED TIE RODS AT TOP RAIL, INTERMEDIATE HORIZONTAL MUNTIN BAR, AND BOTTOM RAIL AL JOINTS ARE WELDED. 14-1856 EXCEPTION: WHEN PANIC EXIT DEVICE IS INSTALLED, - - - • ••r ••• • iii CORRESPONDING 4 1/4"MUNTIN BAR IS SECURED BY sulr iv 4/7.8 SO-SX-SX-SO (BI-PART) • iv 4,•• 4 7` SX�0 (SINGLE SLIDE) APPROVED CUPS. (ITEM 179,SHEET 12, DETAIL V) PA•O DESCRIPRONi • • • • • �` 4.THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING • •• • • • • •• •• PANELS OF ALL SLIDING DOORS MUST COMPLY WITH THE REQUIREMENTS IN THE PERFORMANCE SPECIFICATIONS AND �4 000 • •ANCHDRS AT THRESHOLD, SEE SHEET 8 FOR METHODS OF TEST FOR SAFETY GLAZING MATERIALS USED IN DURA-STORM 3000 TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. BUILDINGS, PER FBC REQUIREMENTS. 5.CVR = CONCEALED VERTICAL ROD. ••• • • • ••• • • "•BENNq...,,,,N, DURA-STORM SERIES 2000 ELEVATION AND PLAN OFSIGN RATINGS P. MISSILE IMPACT RATING ••1 19 IARGE AND SMALL MISSILE IMPACT j. DESIGN PRESSURE RATING (PSE(Pa) '�� ER ERE MFILTRATION RATING IS FILTRAT TING F� R\•'•�� 168" MAX PACKAGE WIDTH REQUIRED NO REQUIRED ' 2 1 D F F 4 5 6 POSITIVE NOT APPROVED f 75 PSE IM. NEGATIVE NOT APPROVED 75 PSE 1w J O 11 12 Psc-Wk 8 O SERIES 2000&-PARE AVA1ABlE P E WIDTHZ� >V W..I 9 O 8 / r3P�L PACKAGE ROUGH snLENCCLEM �IHAL Pmµ I' CAWING 'WDTH OPENING TWE DOOR ALLOWANCEL0 1p / p o TH(sx wom(0)12 11 //L- 11 12 z OPLTIINO W W ~W 3Z1680 168.3 70.6 ' 90Ew 2 rPT LOCK \ o w 16e.o laeb baa aas' a�.a' 1/a'/soE A It2 76 77 o o w OCINFORM ••c az — _ _ o n a MUNTINS 76 77 e a \ 4� , g� 0o PACKAGE ROUGH NO11wAL CEM CAULKING $ \ 7 18 .ry ?s/ 18 17 2 IIEICM OPENING DOOR OFFING ALLOWANCE OPTIONAL 36 V/4" MAX / 19 20 Do a Z DLO TYP. / M J 98A' 9a3' 86b 14 TOP gng c / rn \\ ,(ACTIVE) �z n 20 19 "0. K SX" E \ // E ,.SX" "0"I il I I 5 96 23 21 1 17 1 21 4 13 16 15 15 16 13 14 2 17 1 21 1 23 96 w AltluvCT kMV1lBD a t.wpbbl`'0lb 16r 4Tnrid. O I V'LL 25 24 22 2 17 2 22 22 17 2 22 2 24 25 BPIA4,4Ca1+ z LL H o�I �� O AwyIAPa RP��! :EXTRUSION EXTERIOR ELEVATION EXTRUSION,MULTI-PIECE pAde Cwv6i ° W ®:EXTRUSION,OPTION , 4 XX:PART R E M w XX XX:PART,MULTI-PIECE 168" XX XX:PART,OPTION PACKAGE WIDTH O:DETAIL INTERIOR XX XX:DETAIL,OPTION --- — — EXTERIOR "SX" "SX" O a a ��st��ststrl� OPERABLE PANEL A-- ••• • • • • • •• EMERGENCY BREAKOUT �L_ •• 6 &g CLEAR DOOR OPENING • • • • • • • • • g PLAN 14-1856 SCALE, • ••• •• ••• ••• ••• PAGE DESCRIPTION, )VOTES • • 1. TYPICAL DOOR SHOWN. SRLE, RAIL AND MUNDN OPTIONS AVAILABLE AS INDICATED. • • • •• 2. HORIZONTAL MUNTIN BAR NOT REQUIRED AS INDICATED BY DASHED LINES. MAX DLO: 35 1/4'W X X 3/4"61 AS tSHOWN• • • • • 3. 5—POINT LOCKING STANDARD (3—PT ACTIVE & 2—PT). SEE SHEET 13. • •• • • • • •• •• 9� 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. ••• • • • • • 5. SEE SHEETS 5. 6 AND 9 FOR REQUIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sENNgq�' DURA-STORM SERIES 3000 ELEVATION AND PLAN s DESIGN RATINGS _ MISSILE IMPACT RATING A J . .. .Y✓'�- - rLGE AND SMALL MISSILE IMPACT = x.100 5L OF2. . = SX PANEL DESIGN PRESSURE RATING (PSF Po "r DETAIL BEYOND WHERE WATER WHERE WATER ACKAGE WIDTH INFILTRA��D NG IS INFILTRATION NOT AIN 2 1 D wF IRED POSITIVE NOT APPROVED 75 PSF 'AATI W ` a SIM. NEGATIVE NOT APPROVED 75 PSF m_S A NCM W 0 P W d:i de - _ SERIES 3000 81-PMT AVAILABLE PACKAGE WIDTH RM04AT10N Z� wX o �VNOMQ�w� 7 / ` 9 /�' \\ 9 '0� \\ 7 $4 PACKAGE ROUGH STILE CLEARNOMINALpµdNOMINAL CAULKING Z y m LL w a g6 _ a Z Y WIDTH oPEMNO TYPE R�I*wm(5X WIDTH(o) ALLOWANCE Lll.l ul A w 3 m x // 2—PT LOCK 1 3P LOCK11 1 z� tea.o teas To.e ax.T 427' 1/4' soE 3� WU' W /12 ll OR OR O W 169.0' 18a.S U 88.3 43.4' 43.4' t/4'/SR)E ut C x = / 2-PT CVR 2-PT CVR MUNTIN\ 15 16 am ow OPTIONAL a > 1O o PANIC- PANIC_—— m0 z iiFORMA < O. d 19 20 �' \ � —— ' 18 17 p O PACKAGE ROUGH NMNAL CLEAR CAULKING \ \17 18 18 17 36 1/4 M co rc w "�� O°Q°"o °O0N o�N1NG ALLOWANCE iO z 15 16 J !�. V / J DLO 14 20 n I`' 98A 98.3 ea.s 1/4'TOP Q (ACTkvt:) O1 1615 / B "so" o \ 'sx• \ // "sx" /� 'so� G E H I �o o W O 25 2 22 2 17 2 2 14 13 H E 15 16 13 14 2 17 2 22 2 24 25 ^ LL 24 2 22 17 22 2 Q 2 17 2 22 2 4 25 Maep Ns M IwW =LL g ®:EXTRUSION EXTERIOR ELEVATION o z ,;7 . uP o o A EXTRUSION,MULTI-PIECE 0 X .EXTRUSION,OPTION Nbd Do& daM <N o 9 f tt m XX :PART f XX XX:PART,MULTI-PIECE STANDARD XX XX :PART,OPTION PACKAGE WIDTH O DETAIL INTERIOR———— — — --d------ ETAIL,OPTION -- ------ "SO" "SX" "SX" "SO" Q- EXTERIOR EMER Y�� CLEAR •i •• --a=� i• •• BREAK O DOOR OPENING • • • • • • • • 8 •• ••• •• • • • •• 14-1856 NOTES ••• •• ••• -••• ••• SCALE - - • • • • • • 1. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. PACE OElCRIPTIONI 2. HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE, AS INDICATED BY DASHED LINES.�1�C D 36 /4. 2C 7 •S/4' AS+SHOWN; 6 3/4' H WITH PANIC DEVICE MUNTIN. 3. 4-POINT CVR LOCKING WITH GBB PANIC RELEASE(2-Pi CVR ACTIVE k 2-PT CVR)AND 5-POINT 1�1CK1, Di /j�2-'T)fV�BLE•SEE S@T 13. 9� 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. ••• • • • • • f 5. SEE SHEETS 5, 7, 8,AND 9 FOR REQUIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. .`•'`.''�J�l • •• •• • • • •• •• ••• • • • ••• • • DURA-STORM SERIES 2000/3000 SINGLE SLIDES, ELEVATION AND PLAN DESIGN RATINGS "' ' E. - . MISSILE IMPACT RATING I E AND SMALL MISSILE IMPACT SX PANEL DETAIL BEYOND DESIGN PRESSURE RATING (PSF[PaJ) 108" PACKAGE WIDTH 108" PACKAGE WIDTH R WHERE w TE I 8�\,• � INFILTRATION RATING IS INFILTRATION RATING Ig'. 2 1 F 4 S p 6 2 1 F C' 4 5 D 6 REQUIRED NOT REQUIREDa _ 0 _ P0517P/E NOT APPROVED 75 PSF 184 E l NEGATIVE NOT APPROVED 75 PSF Wry. 3-�T 4r aye \ 4� \ yc SEARS 2000 AND 3000 SINGLE SuOE AVAILABLE PACKAGE WIDTH INFORMATION V w J 0 LOCK\ B 1 2 p \ 9 \ 7 1 2 No MAL NOMINAL NOMINAL (� Qm `'ppp lO = PACKAGE ROUClt STILE CLEAR CAULKING t m Z S Y \ y \ \ PANEL PANEL m 11 I2 �_ MOTH OPENING TYPE DOOR ALLOWANCE 3 \ 2 QQ \ \ N(SX) wmx(o) W W E> \ W cl W \ \ OPENING W .� q Y p In \ 76 77 11 12 of s z m3-PT LOCK\ 31 12 \ 15 16 TGe.O tae.s 4e.4 sae s3.e' t/4'/sroE 3 LL F^ w li 12 \ 18 17 a � W>.. OR \ \ o toe toss 44J x.e xe t a SOE tn 0UJ Y ___ b W" Y Z z =--_—_—_=l =_—_ _ Y oz -z-PT CVR ___=_=_� SINGLE AV .o€ i z - ------ a �� PANIC — — a o 5 18 17 � ° M — s 19 20 00 a _j W 18 17 j 18 17 /h M a0 PACKAGE Rauat NaumNAL CNFNt CAULKING to - v w ' 47 1/4" MAX ^ HEIGHT OPENING DOOR OPENING ALLOWANCE 47 1/4" MAX m SX PANEL 19 20 m J V w DIA TYP. , BEYOND C DL TYP. ^ eNLo 96.3• 86.5 1/4'TOP a "0" I Lam- / / B o rn "SX" "soy G o z t;a z 20 19 15 16 13 14 21 17 21 21 1 23 96 15 16 13 14 o 0 fROD _ 3 � j 22 1722 22 2 24 25 E H 2 17 2 22 2 CT 24 25 tNIR.OPyi.�..Tn z 9 c V o SERIES 2000 (SX-O) SINGLE SLIDE SERIES 3000 (SX-SO) SINGLE SLIDE BI 1 -612`]•O`� o ~ EXTERIOR ELEVATION EXTERIOR Pintivo L8g u C PACKAGE PACKAGE �ii1DR4 ; o WIDTH WIDTH a p rE C gf INTERIOR INTERIOR W N N ———o———— ———EXTERIOR "SX. .SO" N EXTERIOR 110. EXTERIOR CLEAR CLEAR DOOR OPENING ILOPERABLE XXX :EXTRUSION,MULTI-PIECE OOR OPENING S s v v'EXTRUSION,OPTION 2 9 2 9 2 PANEL :\ foods!1019 EMERGENCY .PART \ \ XX XX PART,MULTI-PIECE 8 SERIES 2000 (SX-0 SINGLE SLIDE XX :PART,OPTION •••SE!h" 4001 (V-,SOI SQVGIrSUDS FULL PLAN XX: EMERGENCY DETAIL BREAK OUT g g XX XX:DETAIL,OPTION ••� ••� �•� ••• • ••• @q� 14-1856 A _ • ••• •• ••• SCALM ••• ••• PAGE DESCRIPTION; Tom. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. 0 0 D D 2, HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY DASHED LINES. MAX DLO.47 V4'*Y Y,7Fj H AS oiHOW;; 36 324" H WITH PANIC DEVICE MUNTIN. 3. 2-POINT CVR LOCKING WITH C86 PANIC RELEASE AND 3-POINT LOCKING AVAILABLE ON SERIES 308 0 . 3-POWOONLY OW SFi IM 2QPO. SEE SHGET 14• 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. 000 • • • • • s. SEE SHEETS S, 7, 8 AND 9 FOR REWIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. '(-Q-LrI• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DURA-STORM SERIES 200 ADER ANCHORING 4 MAX PACKAGE WIDTH 13" O.C. MAX BETWEEN CLUSTER OF ANCHORS CENTERED INTERNED. ANCHOR, TYP. AT PANEL OVERLAP. QUANTITY PER CLUSTER PER ANCHOR SCHEDULE, 6" 4„ TYP. 7YP ANCHORSHrrIN CLUSTER SPACED 3 6• ��i��yOF�Csr LL—0 O.0 0.. P TYP. >ulOL L 46LL13 $" 5m I wR • • • ♦ • • • •I • • • • • •I • ♦ • • 1 • •{ • • J CKET IlJ �93� E.D. \ // \ / \ / MOUNT v; i3 HOLES W B PANEL OVERLAP INTERLOCK LOCK STILE EXT INTERLOCK LAP �o dt < B CLUSTER CLUSTER MOUNT HOLES SERIES 2000: O—SX—SX—O SERIES 3000: SO—SX—SX—SO HEADER ANCHORING o pp w N.T.S. BI—PARTING re.r�iywM afa MAX PACKAGE WIDTH D4"b e'wo _ •07 I ¢xpintiw Uro 'g t'z r4 7 a jCLUSTER OF ANCHORS CENTERED y _ o o 13" O.C. MAX BETWEEN AT PANEL OVERLAP. QUANTITY PER Dade we ew z S i INTERMED. ANCHOR, TYP. CLUSTER PER ANCHOR SCHEDULE; ANCHORS IN CLUSTER SPACED 3' < e N 6" O.C. TYP. 6" a N � / C�L o �mz U a7 • ♦ o o • o • • •{ • • • JAMB BRACKET ° E.D. MOUNT kJAMB _ _ HOLES BRACKET INTERLOCK EXT PANEL OVERLAP 3 g MOUNT CLUSTER gg s HOLES SERIES 2000: 0—SX 3 2 2 2 2 2m SERIES 3000: SO—SX SEE JAMB HEADER ANCHORING THROUGH 8NAND THRESHOLD6 pi.So•• • JING4 SU E. •• ANCHORS SHEET 8. THRESHOLD • • • • • • • • • ANCHORS APPLICABLE ONLY TO • • •• • • • • • 3KSI CONCRETE. • •• • • • • ••• • ANCHOR SCHCDULE IN rRRLMORCER/LOOCK&LSE SLusER MAX INTERMEDIATE 14-1856 - MOST STRUCTURE- ANCHOR - EIRBEt•AIMP tRIE 09•MCE D TNRESfWLD AALONG HCHOR EAD& SPACING OND PAG9ACING MAXANCHOR : • • • SU Bwr SINGLE SI-PART THRESHOLD JAMBS PA6[O[SaGyrrolw - • • • • 3KSI MIN.CONCRETE 11C POWERSWIA&PERMA8EAL TAPPER • 1-7/Y• • • • t• 4• S 3 1Y O.C.MAX 17-W O.C.MAX 3/18"MIN Ab STEEL 1N-20 SAE OR.5 9M3 FULLMREAO EMENT 4•• •• NIA NIA 13.O.C.MAX 17-W O.C.MAX 1? 0-0.65 MIN.WOOD 914 WOOD SCREW T 3/ 1 NIA WA I r O.C.MAX 173M'O.C.MAX 118"MIN SDSVI S ALUM 1 914 SAE GR 5 SDS FULL THREAD ENGAGEMENT yr 4 4 WA WA 13.O.C.MAX 17-SIB"O.C.MAX ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,��Neraoeerprr ' DURA-STORM SERIES 2000 SECTIONS & ANCHORING, STANDARD 5-PT LOCKS fy��. ,. B9 NAAOO,P.E. 1d�- 12 4 JAMB TO HEAD CONNECTION 6•TY FLS �C� N EE NOTE 1 ED. 1/4" SHIM 481 EMBED. .D. y��''hh�F.S'$ION • f SPACE rq.Hua�N ui o HO 2 11 2 11 19 19 11 12 1 48 � WW waaX�� /STRUCT. 4 5 EMBED, ROUGH OPENING Z� aI81'36 6 26 so o PACKAGE WIDTH Z tmwgl w $ m w 58 "O" 58 56 INTERIOR 56 "0" o ; uo W w"3 $ cwP i 3 Ax 0 3 .OiO€ ACC ES 20K "SX" S K 20 COVER g L_ — —— — — 1 3/4" ® 10 0 0 0 1/4" SHIM 58 16 IS 37 37 1 16 M = EXTERIOR INTERIOR + y N Ld SPACE HEADER ABOVE $ ,°s _ 3951 39 53 EXTERIOR • • o w ZO 19 � z 4 13 13 14 wmaPbWwt►tM� c� m N w 0- 5254 9899 BPIdlesCede G ^zd g ® 77 = O 4w we No i �z �t V¢ w 76 z W _ (0—SX—SX-0) 6cpinrie� 13 g w °' Ov 18 17 Z ir` OTAL SECTION ,y �� x z w O 2 2 -1'-0" BI-PARTING 9 c� "' Q O ® w O a ®:EXTRUSION g LL o ° = PER ANCHOR R :EXTRUSION,MULTI-PIECE 58 g d N o z SCHEDULE, TYP. 59 EMBEDEMBED.. 3 z X X:EXTRUSION,OPTION 1 48 IQ v zw SHEET 5 1/4" S 1n W HIM SPACE a & PER O:PART INTERIOR "O" a ® ELEVATION. XX XX :PART,MULTI-PIECE d. o N N 1 p W m XX XX :PART,OPTIONci N ® m 57 W XX:DETAIL w , e w XX XX:DETAIL,OPTION "SX" K 58 21 2 21 -- c�� 37 HEADER EXTERIOR N a g 2 2 17 2 2 4 2 SEE HEAD ANCHORS SHEET 5, iv 3953 ABOVE 1 3/4" z s 8 FRAME ANCHORING nVERTI AL C I N AND THRESHOLD ANCHORS 98992��ag� SHEET 9. THRESHOLD (SX-0) N.T.S. 2"=1'-O" ANCHORS APPLICABLE ONLY d To 3KSI CONCRETE. nHORIZONTAL SECTION 2"=1'-0" �SINGLE SLIDE •• •t• • • • • • a• • • • • • • • • • NOTE: ITEM 58 "FOAM BLOCK" INSTALLED • • •• • • • • • IN ALL STILES, EXCEPT LOCKING STILES. g ` • •• • • • • °•• • NOT SHOWN IN ALL STILES FOR CLARITY $ 11 •• ••• •• • • • •• 14-1856 suu� _ _ • •i• •i ••• ••• ••• — -- - PA68 OSSCRIP ION: NOTES No1E:aeesNelIEFORANtNORSU1Ea1te •• •• 9/S 1. JAMB TO HEAD CONNECTION FASTENERS; 5/18-18 HRMS WITH WASHER. ALL ABLeANC TY • • 2. SEE SHEET Ii FOR STACKED BOTTOM RAIL OPRONS. Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,Iµ11111111///f1/ DURA-STORM SERIES 3000 SECTIONS & ANCHORING, STANDARD 5-PT LOCKS r �'��:punROO,P.E 4 JAMB TO HEAD zy'a'., FL P, CONNECTION 6" 37 Oa/�F • r, Fssl %Illflll 1 TEP OF 5 E.D. E.O. 39 51 R89 f/ w o SEE NOTE217 8" 1/4" SHIM J 3 "Pig �a sj / ". ,:`• SPACE HEADER ABOVE 13 14 S254 9 14 13 1 3/4" u xm a Ci l r INTERIOR I EMBED. gLL HO a D /STRUCT. 4 5 r19 — — N 6So W ti9 ;e6 8 ;r 6 GO 1 2 1 2 w�x 0 Lu 3 0.0 & EXTERIOR 58 58 6 15 PACKAGE WIDT 15 16 6 AACCESS ® COVER 7 34 35 li 12 12 11 3435 x 9 � w ROUGH OPENING a w INTERIOR O O EXTERIOR r 20 (SO—SX—SX—SO) 0 1/4" SHIM 8 x x z 15 16 SPACE G p w � &,,,ANY N zo 19 w w 5 ORIZONTAL SECTION 16 15 2 5< � m021r-0" BI-PARTING 18 17 Z r; x 1 3/4" gL'X Z w o HEADER ABOVE J INTERIOR EMBED. N o0 0 aoa � :EXTRUSIONo ANCHOR 58 o D = PER ANCHOR EXTRUSION,MULTI-PIECE n z OZ Z SCHEDULE, TYP. 59 J N Li w---- SHEET 5 VEXTRUSION,OPTIONIn w EPARTELEVATION. w w s 90- 1XX XX :PART,MULTI-PIECE "SO" I N w EXTERIOR m XX XX :PART,OPTIONEMBED. 37 58 34 35 ® fn f 57 w XX:DETAIL 3953 1/4- SHIM SPACE w XX XX :DETAIL,OPTION 98 99 d I e .DW_ jl� .D. 22 2 17 22 24 2 (SX—SO) S s 2 2 �-IORIZONTAL SECTION 299��99� FRAME ANCHO INS 17 22 z2 is � 2"=t'-O" SINGLE SLIDE N.T.S. 'In/VERTICAL SECT NOTE: REM 58 "FOAM BLOCK" INSTALLED ¢ b 1' 0" SEE HEAD ANCHORS SHEET 5, IN ALL STILES, EXCEPT LOCKING STILES. AND•TiIR6S+i0L16 ANCHORS • •• NOT SHOWN IN ALL STILES FOR CLARITY hillo SHEET 9. THRESHOOD• • • • PkODOCrklVVMD N. To MORS APpLICdr E • • n u•plyhq wkb lk nwN• TO KSI Cap�p7� �"` • •• Y•kl•tC•d• 3 •• ••• • •• Et�InIM•D•Y 14-1856 9CALe • ••• •• •••. .•••. ••• •- - PAG!DESCRIPTION, CIES NO7E;•ff SNEGT 6 FOR ANCIpR SCXE •• •• '� 1, JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HRMS WITH WASHER. AND ALLOWABLE ANCHORrrPE6�� • • 2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS. • • • • • • • • • • ••• • • • ••• • • DURA-STORM SERIES 3000 SECTIONS &ANCHORING, PANIC RELEASE 4-PT LOCKS ,,••`'gE P NK L•549NAADO,P.E. JAMB TO HEAD . ,p,, FLOR e CONNECTION '''moi EE NOTE)1 6" '''11114mtuNl1 W z J d ' TYP OF ,,�FSSION LL a 0 2 7/8" E.D. E.D. Z. w 1/4" SHIM PANIC RELEASE 56 Z Q >u LL w SPACE HEADER ABOVE m <� O ` HOST o 3 14 55 O INTERIOR L 1 14 13 1 3/4" Z g m W 3 STRUCT. i i _ N of \ `� � Ill W i r19 -- - - -19, i Nva 3 N 5D 26 ow00 8 N 66 \ 3 75 SX 3 Z EXTERIOR 58 6 15 1 16 56 "SO" o n F ® ACCESS a 58 PACKAGE WID ^ c ® COYER 7 i O w 34 35 li 12 ROUGH OPENING 2 11 3435 = 9 ° ° 0 w Q (SO-SX-SX-SO) 1/4" SHIM 0 N INTERIOR EXTERIOR i 0 15 16 20 20 SPACE m o Y (A ® 2D 19 a JIHORIZONTAL SECTION 16 15 (w(33 Z g v w o a „� 2"=1 -O" 81-PARTING 9 AW N LL 55 N s 090 o ® 17 18 po ZC o ANY ANCHOR ° " ®:EXTRUSION PANIC 55 ` � �u= z C) PER ANCHOR coz w U 3/4- SCHEDULE. TYP. 59 0 rn N �:EXTRUSION,MULTI-PIECE HEADER ABOVE L 3 1 o SHEET 5 N °' INTERIOR w P 'i IL w & PER iv �®:EXTRUSION,OPTION o --- -I um m S Q. ® ELEVATION. PA IE Q\ XX :PART W 58 s N m W XX XX:PART,MULTI-PIECE c o e ® w XX XX :PART,OPTION 57 S ©X :DETAIL w fXTERIOR ,•��• 2 2 17 2 2 24 25 �;DETAIL,OPTION a 58 34 35 2 N 2 1/$ 4X 22 `2 17 2 2 24 2 w 75 (SX-�)4. SHIM SPACE � FRAME ANCHORING ^ VERTICAL SECTION FIORIZONTAL SECTION 4 2" 1'_0' SEE HEAD ANCHORS SHEET 5, 2"=1'-0" SINGLE SLIDE AN •TMRI!*"LV AIVC HO% 0 000 NOTE: ITEM 58 "FOAM BLOCK" INSTALLED SHET 9. TH�tES�CD• • • • IN ALL STILES, EXCEPT LOCKING STILES. ANCYORS ARPLICABiE ONbY •• • NOT SHOWN IN ALL STILES FOR CLARITY T031,0031 CONCRETE? • • • • rK09tlCrldV"D •• 00* •• • • •• IMAr rItl1Y 07 e•nn+N..o.r 14-1856 _ _ • ••• •• ••. •.• •.• _ iJA SCAM • •' - • • • PAGE M$CkVn0N, z • • •• • • • 1M�00,Dalt NOTES • :• 94 1. JAMB TO HEAD CONNECTION FASTENERS;5/16-18 HHMS WITH WASHER _0415 ALLOWABLI TYPES � 2. SEE SHEET II FOR STACKED BOTTOM RAIL OPTIONS. (31 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IYNHH1111/1 DURA-STORM SERIES 2000/3000 THRESHOLDS & ANCHORING NOTE:USE CONCRETE ANCHOR PER ANCHOR SCHEDULE F k 1��y�7py�iff FOR ALL THRESHOLD ANCHORAGE DETAILS SHOWN I HEREIN.SEE SHEET S FOR ANCHOR SCHEDULE AND CONCRETE, QUARRY ALLOWABLE CONCRETE ANCHOR TYPES TILE, OR CARPET '= '• (SSP r� (TYPICAL) � 27 27 0 0 ��'• O INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR `''. 94 94 INTERIOR EXTERIOR ��x u g CONCRETE, CONCRETE, J Z ' tin] QUARRY TILE, QUARRY TILE, �Qv a LL ' Q OR CARPET D E D OR CARPET 1 Z^ Y m w a N (TYPICAL) N (TYPICAL) iv 6 rJ 31 i t W Lu \ o a ,4 sY', \ o s f ,. 29 31 W�P 3 u m TAPERED,EXTRUSION m STANDARD EXTRUSION m - 33 m - Ew" s SQUARE X BEVEL(EXT) 33 > SQUARE X SOUARF 32 g TAPERED EXTRUSION g TAPERED EXTRUSION 32 33 :;O ft W W - (RECESSED) w SQUARE X BEVEL (EXT) w SQUARE X BEVEL (INTI < THRESHOLD—TAPERED EXT THRESHOLD—SQUARE THRESHOLD—TAPERED EXT THRESHOLD—TAPERED INT 2000 3"=1'-0" 2000 3"=1'-0" 3000 3"=1'-0" 3000 27 27 EXTEROR INTERIOR OP IGF G o�� EXTERIOR INTERIOR 94 EXTERIOR INTERIOR INTERIOR O EXTERIOR M TOP OF I CONCRETE i < 94 FINISH o �_ S W FLOOR m O m 4 ED ; c 'ED ED. ED x E NL�u \ s° 29 31 IN ERIOR . o 28 31 \ FLOORING 4 1/2 30 31 i�w a z w m ED EXTRUSION , m •r• i� (TYP) ._• p 3 4 4n SQUABE X BEVEL (IMI 32 33 TAPERED EXTRUSION 33 33 ..�.�.;.; -.=-••?' x::4'3 4"•«•.;, w w DQUBLE BEVEL m LIMITS OF 32 o a m TAPERED EXTRUSION 33 33 32 w DOUBLE BEVEL RECESS STANDARD EXTRUSION k THRESHOLD—TAPERED INT THRESHOLD—TAPERED & GROUT 3"=1'-0" z000 3"=1'-0" 200o THRESHOLD—TAPERED FILL SO((RRECESS SQUARE N CLUSTER OF ANCHORS IN (2) ROWS 3"=1'-0" 3000 THRESHOLD—SQUARE ° CENTERED AT PANEL OVERLAP QUANTITY PER CLUSTER PER ANCHOR 3"=1'-0" 3000 SCHEDULE, ANCHORS IN CLUSTER ticuouCFNrvlaeo 13" O.C. MAX SPACED 3" O.C. ALONG ROW, TYP. NOWANNC*IIS .fb/Ue 9 ALONG ROW, 3" O.C. �wpE,eaN• s 2 0� �S�s� 4; TYP. TYP. — / 3" O.C. — _ 3" O.C. 1 flolmi•ow 4" TYP. TYP. WAd de Ref cow • • • off • � � 1 ( C L c L , C L 1 ( 14-1856 Ln INTERMEDIA PANEL • • • LOCK 6TILE • INTERLOCK PANEL END p PARE DESCRIPTION• ANCHOR OVERLAP THRESHOLD ANCHQRIN� E1cT • CLUST�R • CLUSTER OVERLAP CLUSTER w END • • • • • • CLUSTER INTERLOCK N.T.S. (APPLICAUJO rl CORCOTE•ONLY) 94 CLUSTER MAX PACKAGE WIDTH • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.111/IIIIIII/1111 - DURA-STORNI SERIES 2000/3000 EXTRUSIONS P.E. s ••'o E', � ` ''y -�1.500"t-- *•� " *�`S s k 7 OFF a ' . 1.735- 1.735" 1.747" Y STEEL PANIC "'11 1 LL u„ 1.735- REINFORCING W z ,tea E 74 ZR >u U: N.T.S. ASTM A-36 rn 1.735" �- 1.735" r--7-T- U 0§ §w 9i 1 1 W 0.093"-F .093" g 0.093" N '^ N 0.093" 0.093" O'D93" 0.251" 0.125"" , .may O i 1 1 1 OM1N 549- �1 PANIC TOP RAIL, SX TOP RAIL, SX TOP RAIL, SO TOP RAIL, O n MUNTIN CLIP O 1 V NM. 6063-T6 N,75. 6063-tfi O N.T.S. 6063 T6 n7 N(.3T. 6063-T6 oO 2T ' N.T.S. 663-T6UNTIN 00 00 0001 N..000 2 GER 6063-T6 o p 1.750- �! 1.750" 1.750' Zg pptQ� -••� 1.750" -�-I 1.750' I . p _ u I i T N n ri ll ZpV v vl OJ ¢ 0.093' a 0.130' 0 0.130" j 0.125' 0.125" j i o p N N N 1 1 N(�� STILE LEAD STILE FIXED STILE PIVOT STILE LEAD STILE LOCK STILE PIVOT a Z. C NARROW)_ NARROW NARROW i MEDIUM i C MEDIUM MEDIUM N 15 N.T.S. 6063-T6 N.T.S. 6063 T6 3 N.T.S. 6063.76 j 2 N.T.S. 6063-T6 1 V NTS. 6063 Tb 14 .T.S. 6063-76 ;il ,p a � ems 0 � f 1.735"-•-4 twh u1 4.500" to 0.129 0.100" 0.140" 0.140" 0.265• D.285 .0130" "' '"' 0.140" •0 0.140" S'e'��'a 0.109' R 0.140" 0.156' �� 9P a o GUTTER JAMB 4 1/2 Doss �oa7a" F 0.156" 0.156" 20 N.T.S. 6063-T6 1 N.T.S. 6063-76 ]AMB INSERT M 0.125" 3 � N.7.S. 6063-T6 r •• ••• • • • • • •-0.669- T 6.000" to • • • • • • • 0.100" 111CCC 0.140" � r m • •• • • • •••0.065• cwi v /M89 '� Dow"colk -A 1.968" 3.110 1 'T I 0" 1 14-1856 HEADER COVERCOVER - 3.110 - n HEADER�2 PC�PC�•• •• I� GL4�S5 STOP 2 7� 1 AGN PAGE DE6CRiPIpM G N.T.S. 6063-76 N.T.S. 6063-Tj• N.7.5: 6063 T6 N.T.S. 6063-76 HEADER • .. • • • • •• •• 94 4 N.T.S. 6063-T6 ••• • • • • • � O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1\1H11NN/1/////� • DURA-STORM SERIES 2000/3000 EXTRUSIONS G `s` o %z 4 4.500- -{ 1.500" 3.000• ., 0.096" I -�{,.500"�•�-t 0.100" �-•-:. 0.110. 7 0.500"J Zo-soo.00" COMPONENT COMPONENT COMPONENT COMPONENT 00.1.05093"--r-1 0.50•0.500• q ' s1*.,oq••• �1• p AP�'�?��`` 6.000• n THRESHOLD ��RESHOLD n THRESHOLD n THRESHOLD q THRESHOLD FILLER \W ' la 0.100' 5 N,TS. 6063-T6 '3`� N,TS. 6063-T6 '32- N.T.S. 6063-T6 '3 s N.T.S. 6063Q6 `7 N.LS. 6063.76 Z� W Y V X ui (9 <6-05' .500•]- --1 1.735• f' -{ 1.735't' Zk .01 gw a l 28 AST T RESHO SD 2.000• 1.735" 1/ MIN.OF t6'POP RNETS WW m 3 -�{ 1.735-�-- 0 22"O.C. MAX o w`- g -� �-- 6000` 17 2.000" < 1,735" �t 0.141" 0.141- -�- J m ^ O -iTLT THRESHOLD MUNTIN BAR 17 0.094 23 0 96 o G or" ��N.T.S. 6063-T6 N.TS. 6063-T6 N O Z Q 0,094 59 :6 o o o.W6T 21 60 61 g oE "o •�1 21 N� Tg p -0.500" _L 1- H G z w THRESHOLD 1J35 }` (SERIES 2000) (SERIES 2000) 30 N.T.S. 6063-T6 STACKED STACKED BOTTOM RAIL, 0 BOTTOM RAIL, 0 o o 0.093 BOTTOM RAIL, 0 BOTTOM RAIL, 0 N.T.S. 2-PIECE 6063-T6 N.T.S. 1-PIECE 6063-T6 t W m s 0.716" F1 N.T.S. 6063-T6 N.T.S. 6063-T6 x§ F 21 N T_ a 1.735- 1.735"�+- --� 1.735- MIN.OF(2) 94 KEY STRIP �— '/0 2"POP M"ETS AX N.T.S. 6063-T6 2.000' BOTTOM RAIL, 0 1.735" 1 N.T.S. 6063-T6 ~ 2Z 0.141"- 4 .141. 9 g 0.141" 17 ��dstst��st� 0.093" ro 1.500" 148•BRACKET — 1.735`— - 0.093' ••• 4 24 25 -� • • • • • #1tN9UCT� N.T.S. 6063-T6 • • • • � r� � o.os3 22 ••6b �1 • • • Hl �Wi�puN4 S o�z ! ,e ,.000" 22 22 e.a/.N..o.r a 018 _E1.000, m ar�S�` 14-1856 In ,, MM•I D 6M ' I SCALE: PAGE DE6CRIPTIONI ANGLE STACKED ;••S[�tCKgD ; (SERIES 2000/3000) (SERIES 2000/3000) p BOTTOM RAIL, SX/SO BOTTOM RAIL, 5X/SO• •BATiOM R+4IL, 9W SO BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO 94 N.T.S. 6063-76 M.T.S. 6063-T6 N.T.S. 6063-T6 • H.T.S. 6063-T6 N.T.S. 1-PIECE 6063-T6 N.T.S. 2-PIECE 6063-T6 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • IN111//1111{ , DURA-STORM SERIES 2000/3000 DETAILS 1/4' TEMP ? 34 41 40 aoar'DLFCNT EUEDaTE RB z is �2 -- INIERAYER FER CUf4W NIX 99 46 1/4" ANN NAN°LEC ! (I TA 97 77 55 91 3M"TrFULLNG TALENGPE -A y0 ' •L. "+ CO e 98 20 19 47 SETTING �C u BLOCK z •? a SO PANEL n SX/O WIND CLIP EXT. INT. ZQ ;� j BALL n NTS SERIES 2000 SHOREMIN 7A g L m S z E 6 A SO PIVOT TOP P DETENT TOP PANIC BOLT TOP 92 DUROMETER) Z^ "Cl w2 NTS SERIES 3000 NTS WES 7W0 G NTS 3000 W W ~w A 5 0 3�^3 ° n FH STD BOLT TOP ° SCREWS c W a Y F NTS SEE 74 79 0 e w SLTOES 2000 7000 NOTE 1 018 O.C. 35 0 1/4" TEMP 62 aloor s/F-aFSs INu AYER NCA THRESHOLD PANEL7 61 43 �1/�4"�ANNN WEDGE 90 M o VINYL 61 42 91 3M GLAZING TAPE 2 2 64 BALL DETENT ❑ w 50 PIVOT BOTTOM BOTTOM rnIPANIC REINFORCING FULL LENG G ^ B NTS SERIES 3000 Q NTS SERI6 3000 NTS 3000 SETTING 20 \ 19 i 3-POINT 1� w If N LATCH DETAIL 61 63 EXT. (MIN CK INT 9i Cy 62 NTS SFRES 20W/30W 59 SHORE A 70 °z°d $�y 38 60 62 92 UROMETER) =LL '�z u o FdG1� 61 37 rn #10 FH a EWS =w 36 n MUNTIN DETAIL 59 ®iao.c. 60 "� sstRRES 200D/J0D0 39 9Z1 6" LAMINATED ' GLAZING DETAILS 55 G86 STD BOLT BOTTOM NTS m PANIC \/-PI'TS SF%ES 2°Iw/71xa � �o C SX GUID PIV T BOTTOM am ..��iy�g111r 111Mi4 NTS 36 SERIES 3000 61 74 f 1 63 N•1 -017 G7 SX PANEL 38 SECURITY 62 NLsp.nla.t/w #10x3/4" gig g Sid a HOOK ,5g 62 ��jy ta�de SMS HEADER 42 79 5.5" D.C. 43 60 79 sx NOTE i FH SDS, 2" ¢ 50 PANEL _ _ _ FROM ENDS 97 n PANIC REINFORCING & 10 NTS r i00Ni•• • • • 0575 •• ®MIDPOINT g SECURITY HOOK • ••• • 0 • PANIC 0 PANEL ANGLE1+ NTS SERIES 3000 SX PIVOT TOP • nF?.QNI� BOZT.BO1I:OM• V MUNTIN DETAIL O NTS (SX-SO INTERLOCK) D NTS •0 i�� •• ••• 00won• NTS 3000 48 ; O PANEL FASTEN W/ #10x3/4 FH SMS, 14-1856 - _ _ • ••• •• ••• ••• ••• (4) TO BOTTOM RAIL, (3) TO 4g arJl�e • • • • • • THRESHOLD vAeeoesanvnon, NOTES •• • •• •• 0 TH�ESHOL9 48 SX PANEL 1. ITEM 74, "STEEL PLATE-PANIC REINFORCING", IS CONTAINED WITHIN VERTICAL STILE, HAS A • •• • • • • •• • �� MINIMUM LENGTH OF 48",AND IS CENTERED VERTICALLY ABOUT CENTERUNE OF HORIZONTAL ••• • • ' 0-PANEL BRACKET rk' -SX GUIDEJPIVOT BOTTOM ^ MUNTIN. ITEM 74 IS FASTENED AS FOLLOWS: SINGLE ROW /10 X 32 X 1/2"FHTCMS 0 6"OC. I NTS SERIES 2000 NTS SERIES 2000 (0-SX INTERLOCK) • • • • • • • • • • • •• •• • • • •• •• N\1//IIIIINNI//� �� SENN0.PD0,►.!. DURA-STORM SERIES 2000/3000 L16 ADAMS O49CKING ARRANGEMENTS •��GE E .. ADAMS RITEJ ll� HEADER BOLT HEADER BOLT HEADER BOLT 98 99 No A65 =/2 ul- 1"xi"x3/16 _ 34 ANGLE �* SZP FLO "D FSSION ` Oil � #10x3/4" SMS ,'Np00 osso 11 tt� LL x 70 m 05.5" O .C. Z UJ #14x1.25" FH SDS, �µ 0a rm�z 8 ® 2" FROM ENDS & ZX °' ®MIDPOINT W LLI 3 0cc �y�'yii b w.... z ADAMS RITE 53 ADAMS RITE 1870 ADAMS RITE 53 MS1850S-050 SERIES, CYLINDER MS1850S-050 FINISHED �� ADAMS RITE SERIES DEADBOLT OPERATED FLUSH BOLT SERIES HOOKBOLT FLOOR 4015 51 52 FINISHED 48 THRESHOLD FLOOR FASTEN W/ BOLT (ACT.) FINISHED (ACT.) #10x3/4 FH SMS. - o 37 39 FLOOR (4) TO BOTTOM o IF L 35 RAIL, (3) TO G ADAMS RITE 4015 THRESHOLD- _ THRESHOLD BOLT FINISHFDjtIES 3000 e 3-PT CONCEALED FLOOR SO-PANEL SERIES 2000 c a LOCKING SYSTEM 37 39 5-PT CONCEALED SERIES 2000/3000 LOCKING SYSTEM 4-PANEL i o o SINGLE SLIDE SERIES 2000/3000 u g BI-PARTING 55 55 55 a�z qw� v N N h M M X X M r7 g E1IBYUCT M{Vp r n a.g"v weerwb ►a•a N. =0 p q�y q q E�p4N{e•OYt '71 �' G rc ¢G PANIC .; PANIC m MUNTIN y'� S5 MUNTIN ' n.de s! > — —— ADAMS RITE 55 —— ADAMS RITE G86 SERIES — — 086 SERIES PANIC E T D V IT 2—P•T • • •• EXIT DEVICE CONCEQI D TTA f D• • • • • • •• • • • • ••• • 888#dY 55 (ACT.) FINISHED (ACT.) • FIVWD •• • • • •• 4 FLOOR FLOOR 14-1856 SCALE: 2—PT CONCEALED 4-PT CONCEALED • ••• •• ••• 9:0 ••• PAGE DESCIUMON, VERTICAL ROD WITH VERTICAL ROD WITH • • •• • • • PANIC RELEASE PANIC RELEASE • • • • • • • • • LOCKING SYSTEM LOCKING SYSTEIC•• • ••• ••• :• :• 94 SERIES 3000 SERIES 3000 SINGLE SLIDE BI—PARTING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DURA-STORM SERIES 2000/3000 BILL OF MATERIALS "g 0046549 BILL BILL OF MATERIALS BILL OF MATERIALS J k. 65g9 0 REFERENCE DESCRIPTION REFERENCE DESCRIPTION 4c 1 Extrusion-Jamb-4 1/2" 46 Component-Ball Detent 4K'• S3p \0 Z o a 2 Extrusion-Jamb-6" 47 Component-Detent Block "'s,'�'• fLOA,.• # 3' Extrusion-Jamb-Insert 48 Component-Bracket-O Panel �'�SSIQNP a a:°v, a 4 Extrusion-Header -1 PC 49 Component-Bottom Guide-SX-2000 Nrrn411110n+ Z z a l >� w 5 Extrusion-Header -2 PC 50 Component-Load Wheel-Steel/Aluminum/Plastic a� - 6 Extrusion-Header Cover- 51 Component-2-PT Lock-Cylinder-Adams Rite 1870 Z m w E 7 Extrusion-Top Rall-SO Flushboit,to be used with A.R.4015 bottom bolt. In 9 NJ 3 8 Extrusion-Top Rail-O Component-2-PT Lock-Thumb Turn-Adams Rite 1870 I,- 9 Extrusion-Top Rail-SX 52 Flushbolt,to be used with A.R.4015 bottom bolt. c W 3 10 Extrusion-Top Rail-SX Component-8 Ply Hookbolt Lock-Single Action- °o a 11 Extrusion-Stile,Narrow-Fixed 53 Adams Rite MSIBSOS-050(Deadbolt),Used w/Adams ` 12 Extrusion-Stile,Medium-Lead Rite 4015 and 4016 Bolts 13 Extrusion-Stile,Narrow-Pivot 54 Component.-Exit Indicator- Component-2-Pt Panic Device-Adams Rite G86 with 14 Extrusion-Stile,Medium-Pivot 55 concealed vertical rod(top/bottom)and latch assembly. g w 15 Extrusion-Stile,Narrow-Lead 56 Component-Pile-Adhesive/non Adhesive backed G u 16 Extrusion-Stile,Medium-Lock i oa 57 Component-Brush-Sweep �S 17 Extrusion-Muntin Bar/Stacked Bottom Rall Part-2" 56 Component-Foam Block- 18 Extrusion-Muntin Bar-4.25" u a M a 59 Hardware-Tie Rod-Plate 9 o m" 20 Extrusion-Glass Gutter 60 Hardware-Tie Rod-Nut-5/16-18-Steel n L2� 19 Extrusion-Glass Stop g o�o �LL C 61 Hardware-Threaded Rod-5/16-18-Steel F k A b 21 Extrusion-Bottom Rail O-4" 0 3 a 22 Extrusion-Bottom Rail SO/SX-4" 62 Hardware-5/16-18 -Nut-Steel , rn z w 63 Hardware-Tie Rod/Rail-Plate-Steel a g 23 Extrusion-Bottom Rail O-10"-2 PC a o iL 24 Extrusion-Bottom Rail SX/SO-1 PC-10" 64 Hardware-7/16-20 Jamb Nut-Steel tt io a 25 Extrusion-Bottom Rall SX/SO-2 PC-10" 65 Hardware-7/16 SO Pivot Pin-Steel b 26 Extrusion-Hanger- 66 Hardware-5/8-11 Nut-Steel 27 Extrusion-Threshold-Filler 74 Component-Steel Plate-Panic Reinforcing(48"Mln.) 28 Extrusion-Threshold-Dbl bevel-6" 75 Component-Key Operator-Adams Rite 29 Extrusion-Threshold- Bvl-6" 76 Compgnent-Lock Flange(Int)-"Wind Clip" 12 30 Extrusion-Threshold-Recessed-4.5" 77 Component-Lock Flange(Ext)-"Wind Clip" s 79 Component-Muntin Clip(with Panic) miJ 31 Extrusion-Threshold-Core 32 Extrusion-Threshold-Square 90 Glazing-Wedge Vinyl-RM270864 by Trelleborg Ak0DL1CrkXVXNB 33 Extrusion-Threshold-Bevel 91 Glazing-3M Tape- _ __ _ _ __ _ e whqca'e ~ft 0'1 8 +cape."No 2 . T 34 Component-Top Pivot-SO-3000 92 Glazing-Setting Block- �7 35 Component-Bottom Pivot-SO-3000 • 94 • xt s i K ripe 36 Component-Bottom Guide-SX-3000 •• 95 • ftas%n:TFp ola Sq/Bvl-4.5" 6Wr ~ 37 Component-Throw Boit-Std-Adams Rite 4015 4141•h6 i sibp 8 to b-10' 1015 9 9 38 Component-Top pivot-SX 97 Component-Ball Detent-SO 39 Component-Guide-Throw Bolt-Adams Rite 4015 98 Component-Throw Bolt-Std-Adams Rite 4016 14-1856 40 Component-Ball Detent-Std • • SCALE._ . 11 -- - 41 Component-Detent Block-Std- - --- - — — • ftdhli:-GuldC 9 Tl?rp Bolt=Adams Rite 4016 `_ _ _ PAO[D[SCQIPTION.- • s 42 Component-Security Hook-Std • 1§0 • � jqR-1';�1"x y16" gle 43 Component-Backing Plate-Security Hook i 11ON-C:LL OUT(i4RT*#s FROM 4i 45, 6*7 73, 78. 80-89 ARE NOT 94 PART OF BOM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A .h ` MIAMFDIADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N(]TIC DA 1 www.mimidadegov/economy Aluminum&Glass Product,Inc' 11500 Miramar Parkway,Suite#300 Miramar,FL 33025 SCOPE: emg 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 RER;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 AHD(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. RER 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 describ th the Florida Building Code, including the High urricane Zone. DESCRIPTI : Series"Summit"Aluminum Entrance Door w/wo Transom-L.M.I :...;. APPROVAL NT: Drawing No.W12-4 OutStfg door'; sheets 1,2,'� •• 3.1,3.2 thru 8,8.1,9,9.1,9.2 & 10 thru 13 of 13,prepared by the Al-Farooq Corporation,datedA8/09!)llq'last revised. on FEB 15,2017, signed and seale . ma , iami-Dade CountyFroduct Control Revision•• stamp with the Notice of ptance number and expiration date by the 'ami-Dade CouDo i'te4uct CpWcvl Section. • .... . .. ..... MISSILE IMPACT TING:Large and Small Missile Impact • ...... . .. ..... Limitations: • .. .. .... ...... 1. See Sheet 2 for for X tgn ressure(DP)Vs. Stile,locks,glass and sill epti m(+ve DP.limit)and •' sheet 4 for O/X and O/XX doors w/wo Reinf.Transom bar,glass types and sill option(•eve 1l'limi�, • ••••:• 2. Lower design pressure shall control,when door or door w/transom is mulled to storefront mem,the vertical • ...... mullion end anchors to be specified per tributary load and to be reviewed by Bldg.officit t. ' 3. See sheet 3, _2 for Standalone X or XX(Narrow Jamb)units DP Vs Size,reinforcement&glazing type. •" 4. See sheet 5 for ADA&Hi-rise threshold Water ratings and limitations CMU (Masonry)is applicable to Jamb 5. Private labelling is not part of this NOA. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series with following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official j This NOA.revises NOA#16-0303.10(#15-0106.04)and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.17-0201.02 MIAMME•� Expiration Date:January 10,2018 ' Approval Date:February 23,2017 zilb��'1 Pages � o r Aldora Aluminum& Glass Product,Inc. k NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W12-46 Rev G,titled"Series SUMMIT Alum Outswing Door",sheets 1,2, 3 3.1,3.2 thru 8, 8.1,9,9.1, 9.2 & 10 thru 13 of 13,prepared by the Al-Farooq Corporation,dated 08/09/12 and last revised on FEB 15,2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports 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(Not conducted) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum out swing X door(Narrow jamb)systems,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9345,dated 01/30/17, signed and sealed by Idalmis Ortega P.E. r 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TQS 202:94-:• 3) Water Resistance Test,per FBC, TAS 202-94(See11*g:sheet.5j .• along with marked-up drawings and installation diagram of an aluminum'ou#A*g XX door,*prepared• • by Blackwater Testing,Inc., Test Report No. BT-ALD-15-006, dated DEC 23,2015 and revised ori....: APR 13, 2016,signed and sealed by Yamil G. Kuri, P.E. (Submitted under fr1g;HM-010*041• ,••••• 2. Test reports (Submitted under files#16-0303.10/#15-0106.04#13-1Q21A8./#12-0911,03) 1)Air Infiltration Test,per FBC, TAS 202-94 .. .. .... ...... 2)Uniform Static Air Pressure Test, Loading per FBMAS 202-94' 3) Water Resistance Test,per FBC, TAS 202-94 i•••i• •••••• 4)Large Missile Impact Test per FBC, TAS 201-94 ••: ,.. ;••••; ' 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 •• 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum outswinging XX& O/XX i door systems,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-6248, dated 03/29/12, signed and sealed by Marlin D. Brinson P.E.,respectively. 2. SMI Doors Reference test reports No (s)FTL-3603, FTL-3997 and FTL-6348 per TAS 201, 202 &203-94. 3. SMI Window wall sys, Reference test report No. FTL-3833 per TAS 201/202 &203-94. l F C. CALCULATIONS (Submitted under files#15-0106.04) 1. Anchor verification calculations and structural analysis,complying with FBC 2014(5t'edition), prepared by Al-Farooq Corporation, dated 12/16/14 and last revised on'JUN 11,2014, signed and ! sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1 3 00-02, -04&-09. hhaq I.Chanda,P.E. Product Control Examiner NOA No. 17-0201.02 Expiration Date:January 10,2018 E-1 Approval Date:February 23,2017 f f J Aldora Aluminum& Glass Product,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer",expiring on 05/21/2021. 2. Notice of Acceptance No.13-1126.06, issued to Allnex,USA(former Cytec Industries Inc.)for "Uvekol S laminated glass interlayer", expiring on 02/08/2019. F. STATEMENTS(Except item#1, all other items submitted under files#15-0106.04/#13-1021.08) 1. Statement letter of conformance to FBC 2014 (511 edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated FEB 19,2016, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance to FBC 2014(5'h edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated FEB 19,2016, signed and sealed by Javad Abmad,P.E. 3. Statement of Lab compliance, as part of the above referenced test reports. 0 4. Bill of Sale dated July 26,2013 between SMI Aluminum Systems,LLC(SubaidiariOgj Mtl HoldCo... Aldora Holding LLC(Contributor,for benefits of Aldora Aluminum&Nass Product IM.. •; contribute, assigned and transferred to Holdco assets, signed by Scott HAMOdr, VP'Aldora •••••• • Holding,Inc. •••••• 00 0 ' 5. Assignment&Assumption agreement dated July 26,2013 between SMrAJvuiinurn:SgsLLC,.. (Assignor), Architectural Glass Products,LLC(Assignor) and Aldora HelikiR Inc. tAs sipee) ..:.•' signed by Leon Silverstein,manager Aldora Holding Inc. , Leon SilversMn;einanagel'SMI 0000:0 Aluminum Systems, LLC,Leon Silverstein,manager Architectural Glasg* cjucts,LLC and Scott: 690 H96 auncher,VP Aldora Holding, Inc. on behalf of their companies. :000% •••• . 6. Statement letter dated 08/21/2013, issued by SMI Aluminum System,LtC&sales off set and:" relinquishing of all rights of NOA 412-0911.03, signed by Manny Valladares,for and on fiiehalf of SMI Aluminum Systems, LLC. 7. Statement letter dated 08/21/2013, issued by Aldora Aluminum&Glass products, Inc. of legally purchase of asset and rights of NOA#12-.0911.03 from SMI Aluminum System, LLC and requesting that NOA be issued with their name, signed by Manny Valladares,for and on behalf of Aldora Aluminum&Glass Products,Inc. G. OTHER 1. This NOA revises NOA#16-0303.10(#15-0106.04),expiring on January 10,2018. 2. Test proposals#16-1479 dated 10/28/16 approved by RER. # 10-0509 dated 06/24/10 and#03- 0384 dated June 11,2003 approved by BCCO. 3. Reference NOA(s)#15-0106.04(Summit),#13-1021.08,#12-0911.03,# 12-08-1202.14(MIK-2), #11-1219.13(MK-2),#10-0511.02(K2LN1),#11-1208.01 (K2LM) and#11-0316.05(KkM). 6aq I.Chanda,P.E. Product Control Examiner NOA No.17-0201.02 Expiration Date:January 10,2018 Approval Date:February 23,2017 E-2 r 51 1/2'MAK (STD. JAMBS) 99 1/2'MAX. (STD.JAMBS) (� 49 1 2•MAX. NARROW JAMBS) TOTAL NO.OF ANCHORS) V / ( _ AT MTG.STILE ENDS Y fXX)R FRAME WIDTH I FDDOOR FRAME WIDTIH3/4'OR ry _ w 12o w.' 3/4'OR 1 3/4 48'MAX. 7 - 96'MAX. 1 3/4' Z o• 3 FRAME JAMB DOOR OPNG.WIDTH 5 DOOR OPNG. WIDTH FRAME JAMB Q y 1 3' 13 iEAD 1/2' MAX. MAK SI , SHEAD/SILL H 0CrA ILL H A NO CORNERS SURFACE APPLIEDo FALSE MUNTINS MAY BE USED SEE SITLE II / I i `SEE MTG. STILE II / REINF. F. I OPTIONS I D. it I I I It PANIC EXIT /DEVICE EVICEm POINT SYSTEM SEE SHEET 2 FOR CAPACITYII JUZ'llj SEE! W2 r3 E . . , CAPACITY \ It FOR AI OBTAIN XOR/GLASS/REINFORCING/LOCK OPTIAN�I SHEET 9 II LOCK OPTIONS FOR DETAIL � a•® ro oSZ�z�vWiI 0 00 aE�ao. CAPACITY FROM TABLE ON SHEET 2. & LOC OPTIONS of � E = 12 u2 9 q ACTIVE IN -ACTIVE FRAME WIDTH = DOOR OPNG. WIDTH + 3.500 (S= DOOR OPNG. WIDTH + 1.500 (NLEAF HEIGHT(aX DOOR FRAME HEIGHT- 2.188' CONCRE w CONCRETE LEAF WIDTH s>x�IoWtR�o 'j m �m DOORS) = (DOOR OPNG.WIDTH - .250)/2 REGENT HINGES g Li = (DOOR OPNG. WIDTH - .750)/2 ALUMINUM HINGES 37 3/4' MAX.MAX. I 37 3/4• 37 3/4'MAX o o I LEAF WIDTH (X DOORS)= DOOR OPNG. WIDTH - .187 REGENT HINGES U.L - ~I $ D.L. OPG. D.L. OPG. ~ 0s - DOOR OPNG. WIDTH - .375 ALUMINUM HINGES AX GLASS DLO HEIGHT LEAF HEIGHT - 14.375(STD. BOTTOM RAIL) 47 3/4'MAX. 47 3/4'M . 47 3/4'MAX •? _ = LEAF HEIGHT - 19.375 (HI-PROFILE BOTTOM RAIL) LEAF LEAF WDTH LEAF-WIDTHI;p GLASS DLO WIDTH = LEAF WIDTH - 10.000 TYPICAL ELEVATIONS I (v TO.STILE TYPE"B. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. NOTES: PRODUCfIEVNM A MIG.STILE ENDS AT 3'O.C. j c u 1 SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '11j oM LAMINATED GLASS �2 o,"-y VI S ' lle REQUIREMENTS OF THE 2014 (STH E'bIAdN)RQINDAB OIL IID CODE••• Alcepplaveg N.11-pzp1.0Z LARGE MISSILE IMPACT o SERIES SUMMIT' ALUMINUM OUT-SWING DOOR INCLUDING HIGH VELOCITY HIkRICANE ZONE(�)-• • • • • -*-d-&4 AAy �\ Imp c SINGLE (X) AND DOUBLE (XX) LEAP DOORS W/0 TRANSOM SEE I BY OR 213Y TO TRANSFERWLOADS�TOKTHE STIIUCTRE►USi B:ANLHORED•RRfPLRLI•• • 1ST ..4 y ``4Y1��1[Y11�11111 T! CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY. •• %a* •• • • • •• Is tsl D:A& mee q �� Jt...�_� SINGLE (O/X) AND DOUBLE 0 XX LEAF DOORS WITH TRANSOMS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN'ON DETAILS,ANCHORS M1; G �7 �:•'- �p yg EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. T r SEE SHEET 4 FOR HORIZONRTAL MULLION CAPACITY CHART g - LOWER VALUES FROM DOOR CAPACITY CHART OR HORIZONTAL MULLION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE s i;• (TRANSOM BAR) CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. ••• •• 000 ••• 000 DOORS CAN ALSO BE USED WITH APPROVED ALDORA SMI-175, FS300 A LOAD DURATION INCREASES U4D IN DE %4 OF%C'TIORS INTO WOOD�NLY. AND SMI-090 STOREFRONT SYSTALL EM (UNDER SEPARATE NOA). ASHIMS TO BE HIGH I PACT, NIN-MftALSC�1ONON-CAMPRE3SIBtE.• OF '`� Browing no. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR • •• • • • • •• •• AY D►,;• `� DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. MATERIALS INCLUDING BI►T•NOT UNITED TO STSEL/METAL SCRLYIS,f1NT • in s•'•••..THE .. W Z�4E CAPACITY OR RESULTINGVALUE STOREFRONTOA WILL APPLLY TO ENTIREOR�TRE NM. REQUIREMENTS OF THE COME INTO CONTACT 2H014TMFLORIDAER IMILAR BUILDING CODES SHALL MEET THE 7771Sj� A`11-LY`'�` sheet 1 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE SILICONE 3/4'OR 3/4'OR N DOW CORNING 795 DOW CORNING 795 Y PEC RA 895 `PECORA 895 1 3/4' DOOR OPNG DOOR OPNG. 1 3/4' �m W W JAMBS WIDTH WIDTH JAMBS N m • 3 2 _ 2� Z n n J Ny O i ! ) O41 is W 16 GLASS TYPES 'C'. 'E' OR 'F GLASS TYPE 'D' OR 'G' \` o R c 0 GLAZING DETAIL TRANSOM ` o 2& dr SILICONE SILICONE Q la 1R DOW CORNING 795/995/CWS DOW CORNING 795/995/CWS ( x ) ( xx ) J PECORA 895 PECORA 895 GE 2000 GE 2000 Q w DESIGN LOAD CAPACITY - PSR GLASS 1/4'HEAT STREW)GLASS LOCK OPTIONS �� —1/4'HEAT STREN'D GLASS .100'Interlayer 1. 2, S, 4 LOCK OPTIONS = 0 Uv.100'Interlayer By kAIIMx USA, Inc.' S, 8, T & B 1, 2, S, 7 k B M Uvekal 5 SINGLE (X) DOUBLE (XX) S TYPES GLASS TYPES Tail ' By 'A9nex USA Inc.' 1/4'HEAT STREN'D GLASS DOOR C. DOOR OP FRAME 11Ex1IT E' F' & 'G C 1k 'D' o j t 1/4'HEAT STREN•D GLASS 1/2'AIR SPACEto WIDTH INCHES INCHES I IXT.(+) MIT.(-) O o V1 m _ m 1/4'TEMP. GLASS 3 7 90.0 0.0 100.0 100.0 = 11 r Q Z a '48 98 85-3/4 90.0 90.0 100.0 100.0 o Y � 8 I a SUPER SPACER 72 .0 .0 100.0 100.0 o CO E N PREMIUM PLUS 48 96 97-3/4 - _ 100.0 100.0 ZE @!d O a 6 BY QUANIX• 36 72 709-3/4 - - 1DO.0 100.0 =aM o o 48 96 - - 100.0 100.0 c¢ ' a a 36 72 - - 100.0 100.0 E {10 x 1-1/2' 720 =�d 3 / FH SELF DI NG SCREWS 48 96 - - 100.0 100.0 I a W \ W \ AT 2-1/2'FROM ENDS UN-REINFORCED REINFORCED LnI o` AND 10 D.C. MAX. IITG. 9TIIB3 MIG. S17LE5 w v �{ TYP.AT ALL GLASS TYPES yr GLASSTYPE 'C' GLASS TYPE '0' NOTE: DOOR OPNG HEIGHT a DOOR FRAME HFJGFIF -1 3/4' O s SI SILICONE SILICONE IheR6UCt RC1/19� e CORNING 795/899/995/CW DOW CORNING 795/899/995/CWS DOW CORNING 795/899/995/CWS SEE SHEET 5 FOR SILL TYPES QUALIFIED CORA 895 PECORA 895PECORA 1195 as acumpbias wNAe Y the FMA FOR WATER INFILTRATION RESISTANCE GE 2000 GE 2000 GE 2000 Ace[pleexe Me 1-7 jbt.O'Z ft (POStf1UE DESIGN PRESSURE)LIMITED 600 TREMCO 600 1/4HEAT STREN'D GLASS E'4t� eOrm 1�i4.ls,S `o 1/4'ANN.GLASS 1/4'ANN.GLASS .090'Interlayer So11ex gear And Color Glass .100'interlayer .090'Interlayer By 'Eostrtwn Chemical Co.' Uvekol 5 SaOex Clear And Color Gloss 8Y 'Allnex USA. Inc.' By 'Eastman Chemica Co.' 1/4' HEAT STREN•D GLASS NOTE: 1/2'AIR SPACE GLASS CAPACITIES ON THIS SHEET ARE I 1/4-ANN. GLASS 7/4'ANN.GLASS BASED ON ASTM E1300-09 (3 SEC. GUSTS) i m m i • 1/t TEMP.GLASS • • •• AND FLORIDA BUILDING COMMISSION mor a • • i • • • • • DECLARATORY STATEMENT OCA05-DEC-219 > o g • • Y8 •• • • • • • ��" '"`" Sj1PEQ SIytCEO•• • j1 7j 1111111 I i I I I I •6K UANEX' • ••• �J �1 All yyy��4 a PES \ 6 \ a 1 � �. •• ....� �� s p a 32 fF *12"N FBWNG'St • • \ J W \ W • •OT 2-1/� OM EN • Q'` v • •- • • 1 tj O.C. F�1X� A OF W� drawing no. •• •6 AjALJ•GLASS Tv ;. 1(Z..- �`��` W12-46 GLASS TYPE 'F' •eIASS 9YPE 'G' s • • • ��.AS•' GLAZING DETAILS DOOR LEAF �rrrs��NAL� ` sheet 2 of 13 • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 51 1/2" MAX. (STD.JAMBS) N 49 1/2- MAX. (NARROW JAMBS) DOOR FRAME WIDTH cv 46 1/4- Z D.L OPG. O 13 1/2- iG a 4-MAX. HEADORI�S F HEAD/SILL �.•. HORIz MuwoN �cr (TRANSOM BAR) 04 (3)ANCHORS LLALL CES � Zma_ �+ I 7 0 I ^ ' E�� 00 ' 0 0 c 1_____JL______ O O E� Q O�v T*Evrw "awylall*16 the julft I� ACITIone"1% -0201.02 tp L'Awasr D ft Li dl B I ACTIVE\ i o ! ..-.� c g x€ a I C CONCRETE 37 3/4• MAX. D.L OPG. m c a m!c«_ P / •• ••• LEAF WIDTH • • • • • •• ossa 47 3 4-MAX. • • • • • • • • • d�°c u o 9 • • •• • • • • • 48" • •• • • • • ••• • 1111 11111 DOOR OPNG. WIDTH • • • • • • • • • \��t AH, DLO WIDTH•(TRANS84) DOW FRAA�M&H� At (STD. JAMBS) `� P�.. . .. ( O/X ) DOOR FRAME WIDTH - 3.25" (NARROW JAMBS) �•• -'•. �� TYPICAL ELEVATION DLO HEIGHT (TRANSOM) TRANSOM HEIGHT- 5.125" DOOR W/TRANSOM • ••• •• ••• ••• ••• FEB NOTE: • • •• • • • FOR DOORS CAPACITY SEE SHEET • • • • • • • • • OF �� drowing no. FOR HORIZONTAL MULLION (TRANSOG:wR) 4&CITY*W1 STJO 4. • • —��i� N' ��w W 12-46 LOWERPLYALUES TO EENOM T RE SWILL ORS OR HORIZONTAL MULLION (TRANSOM BAR) CHAS 'iss�ll I AL 11��``` sheet 3 of 13 • • • • • • • • • • 99 1/2'MAX. (STD.JANIBS) 97 1/2'MAX. (NARROW.LAMBS) DOOR FRAME WIDTH ry 94 1/4' ----- - i z o p 3 D.L.OPG. ===_� - O a 13 1/2- 1 It tl 11 P _ 4'MAX. HEAD LL it It tt / 6 0 HEAD/SILL G I I( C CORNERS It 11 REWF. It IL N �l II II VERTICAL MULL II HORR. MULLION a LL II II PMT OF II (TRANSOM BAR) q O p 111 1 li STOREFRONT) II H V Q,fir O y � ;; II II 11 g n a n e4i Jo \ � II 4HORIZ. MULLION aq2� A g_ (TRANSOM BAR) I t� \ w 1 _g I I II / i t \ I 0 ii 1 It / it \ II i !/ t II 11 II / it 1 S OO N 5 0 n NO.OF ANCHORS AT TRANSOM ENDS W iii 'I / tt z O/w / 11 I U1 rT� __ _ SUBSTRATE WITHOUT REINF. wliH RONF. IS2 it 5 _ 4 = i l I CONCRETE 4 II Il II �/ I I z a r METAL o xw rr .I // �� ,i r \\ •� illi o� If O /---_-=•FS:. ,, 'M: III 2 Ii 1 ,�a 0 a 1� jt II !I • Il tl rn II E �� 6M Ap 1p l„1 m O II N 11,1 11 1 C � ull � n O n-I ^ 11 II it '3 m� II II tl4z II \ II > >DIY n l J w H n a n 00 O J II O \_____JL______ II 11 II II it ] 1 W It I I / O \II 11 II/ 1111 <�W II II i, NN „ 11 I I 11 ! __il >S ml��j CONCRETE �G�1 \ / I 3 mz W7 w2 0 pL. B ACTIVE \ / IN-ACTIVE 0t•1•Pl7Eea will IYt PM•181I o pp55 F 53� I_ 25 3 �ftc"It 1 3/4' 1 DOOR OPNG.WIDTH c e S is Ate l -02C1(•OZ T1 ANCHORS AT 0 z rc i -r S9 DOOR MULLIONg $ CON `-SEE SEPARATE N04 37 3/4' MAX. 37 3/4' K'•-'- TO BE REVIEWED BY O.L OPG. D.L.OPG. BLDG. OFFICIAL r + !c, m m c m' _ 47 3/4'MAX. 47 3/4'MAX. •• ••• • • • • • •e WI +W2 LEAF woTH • • • • • • • • • VERT. MULLION TRIB. WIDTH (W) 2 + 1.750 96' • • •• • • • • • c o o u�o • •• • • • • ••• + • 11111111T1//j DOOR OPNG. WIANCHORS TYPE DTH ) ••• ••• ••• ••• • • ••• �`1 � ''^��i ( O/XX (A MTG.STILE ENDS BO �`�P� N '•� �i I 1 AT 3' .C. DLO WIDTH (TRANSOM) - DOOR FRAME WIDTH - 5.25' (STD. JAMBS) TYPICAL ELEVATION = DOOR FRAME WIDTH - 3.25' (NARROW JAMBS) DOOR W/TRANSOM DLO HEIGHT(TRANSOM) -TRANSOM HEIGHT - 5.125' r ••• •• ••• ••• ••• FED NOTE: • 1# 0 • • • • FOR DOORS CAPACITY SEE SHEAT 2. • • • • • • • • OF lV' drawing no. FOR HORIZONTAL MULLION (TR�SOM E") CAFAQ?Y SE€•SHEET • *• %�s drys 2-46 LOWEAPPLY TO ENTIRE VALUES FROM OSORS OR HORIZONTAL MULLION (TRANSOM BAR) CHART ll/l Ai 1;``'�\` sheet3.tof13 WILL !111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 49 1/2"MAX.(NARROW JAMBS) � .g�RLE ENV 97 1/2' MAX. (NARROW JAMBS) 1�`� DOOR FRAME WIDTH FOR FRAME Kr DOOR FRAME WIDTH a N SI1851RATE UPTO 118 IK 3/4' 48"MAX. WOOD 7 96"MAX. 3/4' �p # FRAME JAMB DOOR OPNG.WIDTHC01 AL7E I S DOOR OPNG.WIDTH FRAME JAMBMETQ h 13 1/2- 3" 13 1/2• }pgpq� 4'MAX. 1r- MAX 4'MAX.EAD/SILL1}�- +ItII TlP. MAX. � �� L N IL HEAD/SILL31 CORNERS I A HCORNERS I A . I H�I�LL o L � SURFACE APPUm i I I D�rrl r FALSE MUNTINS , I V p,Jpetf MAY BE USED / , / j \ a&S�PI /I. D ! \\ ao *j SILICONE Gi / �)1. i w / � j PANIC EXR DEVICE DOW CORNING 795/995/CWS IIIi (SHOWN) —WN) RA 895 3 POINT LOCK SYSTEM — Lrjy}Q�a SEE SHEETS 9.1 &9.2O _EC ( OW) \ i' FOR DETAILS PLOCK OPTONSGE 0SHEET HEAT STREN'D CLASS DETAILS LOCH OPTIONS 090'IntertwerSentryGlas By 'Kuntray America, Ina' U-) 1/4• EAT STREN'D CLASS aM 1/2'AIR SPACE E 1/4"TEP. GLASS 2! m ff - 50 8SUPER SPACER II M 2'�49I S j j I PREMIUM PREOIUUMANPLUS \ \ i i / ,I- By ACTIVE "-�IN-ACTIVE aI ACTIVE vc� F I I O I -A i l LWi t 3 /tt10 X 1-1/2' X / �!L SELF]DRILLING SCREWS CONCRETE CONCRETE W \ AT 2-1/2•FROM ENDS ' m m _ AND 10'O.C. MAX. 37 3/4"MAX. / / �a¢ 9 37 3 4'MAX. 37 3/4*MAX. u c GLASS TYPE 'H' D.L.OPG. ~ cg D.L OPG. D.L. OPG. ~ 4 z GLAZING DETAIL DOOR LEAF 47 3/4'MAX. 47 3/4' MAX. 47 3/4'MAX. m Ft LEAF WIDTH LEAF WIDTH LEAF W101H • TYPICAL ELEVATIONS (6)ANCHORS TYPE'B' ACTIVE LEAF AT MTC.STILE ENDS AT 3'O.C. o c a. 2 0 OPTIONS • • • • eDIiKGN9IA�D WPACITY - PSP r•1rMJ4ef+l�tYe Fy,ry4 P SEE SHEETS • •• • •GL46S RTM 'Er ONLY •moi Ce b 9.1 &9.2 • • AKei+e9eeN9 iT-0201.02 `µllnulrrr/r 24 • �INSLE[Y} V72. •00 TAC%OPTIONS E' �e•One `�� //�' H WIDTH FRAME HEIGHT 5, 8. 7 & 8 6 1. L�a \ • S it ---- INCHES INCHES EXT.(+) INT.(-) •rC�lI1,Y ��i.. \ 36 O • ••• 9.114•• 65.0 1 65.0 .. 'F 7 71i� - $ b - - - - • • •• • • • UN-REINFORCKD • • • • • • • • • MTG. STUBS drawing no. • •• • • • • •• •• ..pR, ••• • NOTE POOR ORIIG HEIGHT i DOOR BRAME HEIGHT-1 3/4" W12-46 FRAME WIDTH _I DOORS NOT APPROVED FOR WATER INFILTRATION RESISTANCE ry r/1�rtlAl1\\��` sheet 3.2of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLR DOOR HORIZONTAL MULLION(TRANSOM BAR) BINGLR DOOR HORIZONTAL MULLION(TRANSOM BAR) DOUB18 DOOR HORIZONTAL MULLION(TRANSOM BAR) DOUBIR DOOR HORIZONTAL MULLION(TRANSOM BAR). 4 U DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY DESIGN LOAD CAPACITY 1� N_ GLASS GLASS GLASS CLASS GLASS GiA33 GLASS GLASS B,F. G C,D E,F.0 C,D E,F.G C.D E,F,G C,D Z �• 3 1 17 1L7'H OUT WITH OUT WITH OUT WITH 0 q y& J NOMINAL DIMS. R�4F. RS[NF. NOMINAL DIMS. RED4F. REM. NOMINAL DIMS. REM. Rffi4F. NOMINAL DIMS. REM. RSINP. � DOOR OPNO. ODDR OP119. DOOR OPNO. DOOR OPND. OPN6.MOTH HECWI-- OPNG.MDTNNE1Gttr IXT.(+) E1R.(+) OPNO.MDTN HEX#TT FXT.(+) IXT.(+) aPNc.t173M NE1ort EXT.(+) EXf.1NCiEs SICHES waEs Err. waEs waEs WCHES wr.(-) wr. - w1m RC ES WCH6 wr.(-) wr. - INCHES PCHES 81C7ES M. -) wr.(- 20 90.0 20 - 100.0 20 90.0 100.0 20 - 100.0 24 90.0 24 - 700.0 24 90.0 100.0 24 - 100.0 Q;26 - 36 25 - 100.0 26 - 100.0 72 26 - 100.0 028 - 28 - 100.0 28 - 100.0 28 - 100.0 S�Lu14 36 32 - 32 - 100.0 7232 - 100.0 32 - 100.0 ( 236 - 1 .0 36 - 100.0 36 - 100.0 36 - 100.0 �i 40 - 100.0 20 - 100.0 40 - too-0 20 - 100.0 Z p 44 - 91.0 24 - 100.0 44 - 91.0 24 - 100.0 48 - •7 42 108 26 - 100.0 48 - 83.7 84 108 28 - 100.0 ppp J 20 - 100.0 28 - 100.0 20 - 100.0 26 - 100.0 Q Q's 24 - 100.0 32 - 100.0 24 - 100.0 32 - 100.0 26 100.0 36 - 100.0 26 - 100.0 36 - 100.0 26 - 100.0 20 - 100.0 28 - 100.0 20 - 100.0 V r 42 84 34 840 32 100.0 24 - 100.0 32 - 100.0 24 - 100.0 .,.� M ro 36 100.0 26 - 100.0 36 - 100.0 96 26 - 100.0 UJ 40 - 100.0 28 - 100.0 40 - 100.0 28 - 100.0 8 N 44 - 910 32 - 97.7 III 44 - 91.0 32 - 97.7 z a 48 - 83.7 36 - 95.3 48 - 83.7 36 - 95.3 ; 20 - 100.0 20 - 100.0 20 - 100.0 20 - 100.0 _o Y 24 - 100.0 36 24 - 100.0 24 - 100.0 72 24 - 100.0 Q N 26 - 100.0 26 - 100.0 26 - 100.0 28 - 100.0 48 28 - 100.0 20 - 100.0 96 26 - 100.0 20 - 100.0 32 - 100.0 42 118 24 - 100.0 32 K�I- 700.0 84 118 24 - 100.0 E c 36 - 100.0 26 - 100.0 36 100.0 28 - 100.0 40 - 100.0 46 24 - 100.0 40 100.0 92 24 - 100.0 a 20 90.0 100.0 26 - 100.0 20 100.0 26 - 100.0 �i y 24 90.0 100.0 48 20 - 98.5 24 100.0 96 2D - 98.5 N a 26 - 100.0 26 100.0 28 - 100.0 26 100.036 32 100.0 DLO p DLO 72 32 100.0 36 - 100.0 = WIDTH F x WIDTH 36 - 100.0 G J 40 - 100.0 40 - 100.0 44 - 91.0 0 /, HORIL MULL ,C�r µ - 91.0 b'�i/ (TRANSOM BAR) %i�x O :p 48 - 83.7 48 - 83.7 TRANSOM BAR TRANSOM BAR 20 - 100.0 20 - 100.0 HORIZONTAL MULLION HORIZONTAL MULLION '�# 24 - 100.0 i i �� C24 - 100.0 WITHOUT REINFORCING WITH BEINFORCHTG • 26 - 100.0 j .' SEFETS i/ `\ 26 - 100. 0 9 ` $m g 28 - 100.0 = i/. 3&3.1 28 - 100.0 42 96' 32 - 100.0 / = •i -i 84 96' 32 - 100.0 SEE SHEET 5 FOR SILL TYPES QUALIFIED .. � ' i• •• •• •• • •• _ 236 100.0 38 00.0 FOR WATER INFILTRATION RESISTANCE ouo" 1�0 (POSITIVE DSIGN PRESSURE) LM(13i 40 1000 • • _o'=d oW o 0e=v 40 \�� ' • • • • • 44 - 91.0 PRoom rREV 111111/ cu 48 - 83.7 ` i : : • • : •• 48 - 83.7 q rk" ``1111 e i rIt ry 20 - 700.0 • • • • •• 20 - 100.0LCMe �� •'+rT7/i 24 - 100.0 _ Aioce•1,.4t N•t?'dZ01.02• �Q;• •EN /� Sq DOOR SLS DOOR OPNG. WIDTH 24 100.0 EilwNw fhL T OPNG WIDTH SHIFT t _ 26 - 100.0 25 - 100.0 S i 48 28 - 100.0 O X ! r��X 96 28 _-__ 100.0 1+ _ _ _ _ >f - )- \ Y X•� •• •• ••• • • ARS 0 32 - 100.0 • • • • • 32 - 100.0 - o 36 - 100.0 NOTE: • • •• • • 36 - 100.0 FOR DOORS CAPACITY SEE SHEET 2. • • • • • • • EOF r• � drawing no. 40 - 100.0 FOR HORIZONTAL MULLION (TRANSOM BAR) CAGAgTY SEi CHART 4160YE. •• • 40 - 100.0 � �� W 12-46 42 - 95.7 LOWER VALUES FROM DOORS OR HORIZONTAL*1SLIION "MSOM MR) • • 42 - 95.7 ice/ fl'•',Cep CHART WILL APPLY TO ENTIRE SYSTEM. rIH111t11t1 sheet 4 of 73 � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HORS SEE TIONS a FOR SP INC 1 N 1.• .a:. DGf.IX$1 ler wooD BUCK • 3 ..i• .CONCRETE (SEE NOTE SHEET 1) O h W ; 1 a O3 OTHRW4-WIN.SOLT r I_ j l /8 X 5/8'SMS/TEKS gill,PENETRATION I AT 2'FROM ENDS /pOD11Cf 4ElT� VS 6K p 15 h 10'O.C.MAX inDf Nel4nli Q ril waQEDu FOR DO WO -ao 102 Z m ...i INFILTRATION RESISTANCE $ IL 9 L7 29 CaMV Q b k,' 7 o u M 1 0 j s�N ` j � �4N i. b F o k E� m g o ly 13 K a o n 1�• I i ------ o ¢ I oln�v 29 V.- j5 32 0 >}✓! %3/4'PH SMS AT 3'FROM ENDS noxrLG. 29 AND T WTG. (3)AT MTG. ' FT.IU.PH. I STILE LOCATION & SITS ST/ST. �! `_I_�= AT 3'O.C. Gl rfi B O�` g k C � TYPICAL ANCHORS 1 EDGE ALST.°. I � SEE ELEV. ? O12 O I 12 1 49 FOR SPACING g o 1 45 ; HI-RISE THRESHOLD 1�'I I �G1 •• •• • • • 1ZL� APPR'O FOR WATER INFILTRATION RESISTANCE = 0 3 10 0 • • • 29 LIMIT MAX T.LOADS TO+100.0 PSF a EXu \11111! 1 1 L_I_1 •• • • j•I ��` !!� 1 3/4'MIN. I.. CONCRETE .f I' CONCRETE .. •.P I' CONCRETE .70582 0 = $ THROW BOLT ,.L`J < ,.LJ:. PENETRATION - • , '•'-••�. •• •• a.. •l�. ••• {7 INTO SILL EDGE DIST.'. TYPM?L ANC RS I n EDGE DISF.". -I ANCFIO�S •• E E DIST". °TYPICAL ANCHORS h SUBSTRATE SEE ' ••e S • • • • • - SEE ELEV• r 7E OF - drawing no. FOR SPACING SP TNG• FOR SPACING I'�`1) 3 s' reg .i • • • • • • •ADA ESHOLD ' j +) %N;t/ % �tpR\p►.:' ��` ADA THRESHOLD • • •_ • Y'" D ''/.�....�... � W12-46] NOT APPR'O FOR WATER INFILTRATION RESISTANCE NOT APPR'D FOR WATER 110N RESISTANCE LIMIT b FO WATER EXT.LOADS TOS+0 PSTION ISTANCE '!!lls��rvAL\"'�``` Sheet 5 Of 1.'S i •.• . . . • ••• • . I • •• •• • . • •• •• ••• • . • ••. . . TYPICAL ANCHORS METAL x ¢ V N SEE ELF.YATIONS 1BY TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURE Lfo FORSWOOD BUCK ! SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING N 's •EDG�i'DIST. v EDGE DLST. E DIST. $ 0 k q 7( ACRM "' Q `F•�i a GIL it \ \ \ \ R TG�1 Yf TYPICAL ANCHORS V n C 16 SEE ELEV. d r FOR SPACING t7i a TRANSOM HEADER LL m a Ill 0 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY m 'ALDORA ALUMINUM AND GLASS PRODUCTS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND z 0-r TRANSFER THEM TO THE BUILDING STRUCTURE. a v 0-o TYPICAL ANCHORS: SEE ELEv.FOR SP G E a n TYPE W- 1/4' D0. ULTRACONBY •- .177 K9,Fy=155 KSI) t S OR WOOD STRUCTURES 1-1/2" MIN. P T76th�1fl00�TR BS� a o RU 1BY BUCKS INTO CONC. OR MASONRY FRODUCt REV E g¢v 1-1/2' MIN. EMBED INTO CONCRETE (HEAD S)(::::: sorplyiK aeiteti/� vw �� 1-3/8" MIN. EMBED INTO MASON ) C+ie 0 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) "•'�1�'- ' TYPE '8'- 1/4' DSA. ULTRACON BY 'ELCO' (Fu-177 KS(,Fy-155 KSI) dila:Ari + . DIRECTLY INTO CONCRETE 1-1/2" MIN. EM BE Slll) o`_o w TYPE 'C' (GRADE z cRs 6>L INTO MIAMI-pADE COUNTY APPROVED'MUWONS (MIN. THK.=1/B") INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c •d IN CONTACT WITH ALUMINUM TO R PAINTED 0R°�o TYPICAL EDGE DISTANCE • • • • • • • • • - o INTO CONCRETE AND MASONRY - 2F1/2'MNL. • • • • ••• • tttNUl14777� INTO WOOD STRUCTURE 1" MIN! • ••• ••• ••• • • ••• ��`�I .• Mq��i� INTO METAL STRUCTURE 3/4' MIA. TYPICAL CL TO CL DISTANCE S n INTO CONCRETE AND MASONRY-=•3"JV, •• ••• ••• ••• r-a INTO WOOD STRUCTURE = t" MIPb • • • • • $: � '� INTO METAL STRUCTURE = i" MIN! • •• • • • #.Z,--/ q� O • • • • • • • • • A-OF .•!(/� dro.ng no. WOOD AT HEAD OR JAMBS SG •O MIN.•• • • ••• :• :• %� ORIDR \� f CONCRETE AT HEAD,SILL OR T'e =•5000 P51 MRI. S •• G�� Wt 2-46 C-80 HOLLOW/FILLED BLOCK AT JAMBS rm-2000 PSI MIN. � 7)i�N tt�t�� meet 6 of t 3 I • •• •• • • • •• •• ••• • • • ••• • • OLOCK Do REINFDRCED MTG.STILES C STANDARD SEE SHEETS 9. 9.1 OPTIONS REOD.AT DOORS RATED FOR 1/4'MAX. _ 5 14 WATER INFILTRATION RESISTANCE SHIM SPACE c�+ 1 9 6 24 (SEE SHEET 5) (22 @l\ y 1 Z 1/ MAX 29 L4 t sHIM 2 is 23 ACTIVE LEAF —_— ——_ —IN-ACT E LEAF 4 6 15 2 O q -- ` —— --- ---� Q� _L_ TYPICAL ANCHORS gggg . —�--- —_— — _L.�' ——————— — FOR SPACING ' �S I I I I I O tag vg�g ITc .... .._.._.._.._.._.., METAL O Q O (SEE SPEC) a W 6 • 19 X 1/2"Flt SMS OPDOREOD.AT DOORS LOQ( /8 X 3/4"SMS/TEKS AT 3"FROM ENDS SEE SOPTIONS RATED FOR WATER AT 2"FROM ENDS AND 24'O.C, y 9 1 &9.2 44 INFILTRATION RESISTANCE & 18'O.C.MAX. I.L.OPG. D.L OPG. (SEE SHEET 5) oo N EXTERIOR `M1 m PANEL MOTH PANEL WIDTH w S DOOR FRAME WIDTH 2J �N SEE AL ANCHORS ©��W DO REINFORCED MTG. STILES V. FOR SPACING 6 22 5 REOD.AT DOORS RATED FUR 1/4'MAX. p W 1/4"MAX 14 WATER INFILTRATION RESISTANCE(SEE SHEET 5) O SHIM C3 cl SHIM 15 — 23 — 1 24 / ————— ACTIVE LEAF a M o r //r 8V WOOD BUCK c J m --- `I — t'----- •�a sTRUCTU m I I I EKE SHEETS a o 9.1 & 9.2 i EXT. pg EXT. - s O FRAME MOTHHINGE OPTIONS 12`o SEE SHEET 10 UN-REINFORCED MTG.STILES • rc 3 a�I Z2 O LIMIT LOADS TO 390.0 PSF UN-REINFORCED LOCK STILE .18YELEV. SEE 1 WOOD BUCK 2 5 m ACTIVE LEAF O 11MfT LOADS TO 1/4' SEEFOR SPACING a SEE NOTE ON SHEET 6 -SHM SPACE :I L�l� •- _- a o p h n TYPICAL ANC SEE ELIEV 0 c ►RO!DUC� Uw w110�1S FOR SPALYNG u SFS SF�s /11111111 S - - ® • - • - - O - • �.+ W12-46 ... NOT APPROVED FOR WATER RESISTANCE ' SAOj1�11A71� 11``` Hheet 7 Of13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEEELEVAnoNs EDG6:D15T,' �I FOR.SPACING ev %A JZ I� 1I ra �6 S © 3 = o dp ry GI \ BOG is OVA i i 19 G Pig Pig dg1gpp i .i. TRANSOM MULL IOSCREWS d) SxSCWIN.S PH.P11. j j i LL i C O 3'FROM ENDS k ! I I J d p� i i 10'MAX.O.C. I 1 I I 1 1 I I 1 O72=ZZ= - 3 O ,� -- i i p� �3 w mm - - REINFORCING t _ ----- -- _ I I (D SOPTIONAL EE�N ES SHEET 4 Q W i- �- -i I_� FOR CAPACITY i I 1-J 3 1 I si 15 a �/12 SMS d 0 4 I r 2 I I3 PER ANGLE M N % 3/, X 1/sem E 6 ALU ,o ALUM ANGLE, 4.219'LONG !E j t (SNUG FR INTO TUBE) mm E_4 O a��gn _' ----- QrcQ SHEAR CUP REOD, AT TRANSOM ENDS PRODKVREVXW rn o 00 � � y �e •t611ieL+iee1� w � � E�oInsofte A I3i 8 i a Q n • • • • • • • • • `C •• •. • • • • ••• •• \``1 111 i��'/��i N_1 • � 8 n 70692 • • • • • • • • • FEB7F EB 1 a 2217 %��'. of � �� drawing no. ��iS�DA4AL��\\\\ sheet 8 of 13 • •• •• • • • •• •• (� O STANDARD 1/4'MAX. tv SHIM 16 ; TYPICAL ANCHORS 19 Q SEE ELEV. FOR SPACING L i L Q "a q — — — — — —— Q j'4 - - - - - - - }10x1'ID.PH.PH. a - - - - - - - TEKS SCREWS w DOOR MULLION&MULLION!FASTENERS0 O 3'FROM ENDS& NOT PART OF THIS SUBMITTAL 16 10'MAX O.C. !v. SEE SEPARATE S10REFROM NOA O: �O FOR DETAILS AND LOAD CAPACITY 1BY WOSEE NOTE �.. r _ ------TRANSOM FRAME WIDTH SID. JAMB Il 1 1 O WI SHEET 8 `. 1 II r-_—r— 1/4'MAX. r1l NARROW ____ __ L'�_ _ _ _ _ _ _ __ _ >- n oSHIM16D.L OPG. IN -- I� I Q28Y WOOD BUI 19 WOOD f!{ a L TRANSOM FRAME WIDTH e JANCHORS 110 x 1'IG. PH. PH.O S OM ENDS&SCREWS {70 x 1'IC.PH. PH.a1EK5 SGTEWS10'MAX. O.C. 1 OY FROM ENDS&1O'MAX.O.C.tr- I I ---rTYPTRANSOu FRAME WIOTH 1 �I,r J t. . NARROW JAMB FOR SPACING I aril lrr 1'H II I II ll c t c pG i3 —21 t,. EXT. EM. o o= DOOR op •• ••• • • • • • •• t. • • • • • • • • • `o o • •• • • • • ••• • \\711 11111/�� • • • • • • • • • �\ AJw PRGMIC f REVE0 :^GJ I •1 o • ••• •• ••• - ••• ••dpindr lvrc a FEB • • • • • • • • ••,,,��,� r" � OF �� drawing no. j ,.. . . �%'id`s•-• ....�"�,� W12-46 ��'iiS�OiVAl111\\`` sheet 8.tof 13 I • • • • • • • • • • • •• •• • • • •• •• ll 0 0 • ••• • • C OPTIONS: ! V N a OPTION L2: OPTION 99: OPTION 04: I STD, 3 POINT LOCK STD, 3 POINT LOCK STD, 3 POINT LOCK MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 98 IN. Z • MAX. LEAF WIDTH = 47-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN, MAX. LEAF WIDTH = 36 IN. 0AXy MAX. DESIGN LOAD = 100 PSF M . DESIGN LOAD = 100 PSF MAX. DESIGN LOAD - 100 PSF MAX. DESIGN LOAD = 90 PSF F L% — ACTIVE LEAF: AGIMF I cec_ ACTIVE AGIM LEAF: 2 THREE POINT LOCK SYSTEM SERIES 222 BY THREE POINT LOCK SYSTEM WITH 4 PLY KEY OPERATED THREE POINT LOCK SYSTEM BY KEY OPERATED THREE POINT LOCK SYSTEM BY Wu 'REGENT HARDWARE' HOOK LOCK REGENT NO. 208-3P, 'MDC'WITH CONCEALED FLUSH BOLTS AT TOP k 'ADAMS RETE'WITH CONCEALED FLUSH BOLTS AT TOP k C KEY OPERATED FROM EXTERIOR AND TH B TURN KEY OPERATED ON EXTERIOR AND THUMB-TURN ON BOTTOM OF LOCK STILE AND A THUMB TURN ON THE BOTTOM OF LOCK STILE AND A THUMB TURN ON THE 0 AON T TOP INTERIOR WITH TM CONCEALED LOCK STILE FLUSH TS INTERIOR,LOCATED AT 36"FROM BOTTOM OF PANEL INTERIOR, LOCATED AT 38' FROM BOTTOM OF PANEL ITH FASTENED OC TED AT 40" FROM BOTTOM OF PANEL (�o�a LOCATED AT 34"FROM BOTTOM OF 91.g(2 ENED W X 1/2' M MS AND (2) ENED W X 1/2' FH MACHINE SCREWS a s TNACTIVE LEAF: IuacTnlc Ic�c_ (13 f10-32 X 1-3/4'FH MS 0 a4 Mt p I��: INACTIVE LEAF: Z ._ MANUALLY OPERATED TWO POI LOCK SYSTEM BY TWO POINT LOCK SYSTEM SULLNAN CH 103 WITH MANUALLY OPERATED TWO POINT LOCK SYSTEM BY ANNUALLY OPERATED TWO POINT LOCK SYSTEM BY =p $ 'REGENT HARDWARE' WITH CO EALED FLUSH BOLTS THUMB TURN ON THE INTERIOR, LOCATED AT 36' 'MDC'WITH CONCEALED FLUSH BOLTS AT TOP k 'ADAMS RTIE'WITH CONCEALED FLUSH BOLTS AT TOP do ro 2 AT TOP h BOTTOM OF LOC STILE FROM BOTTOM OF PANEL BOTTOM OF LOCK STILE BOTTOM OF LOCK STILE Q F FASTENED WITH FASTENED WITH FASTENED WITH (2)f8-32 X 1/4"PH RINE SCREWS (2) 06-32 X 1/2" PH MACHINE SCREWS (2) f8-32 X Ile PH MACHINE SCREWS ^ Q m —M o 1 CL L N fd a0 n w U— \ UA. � E\ E Iri— wACTnE ACTIVE — wAcrnE i Ac1NE AcnvE \ i wAclrve i "eTME 0¢72' LN a DOOR DOOR OPG.WIDTH DOOR DOOR OPG. WIDTH ODOR DOOR OPG.WIDTH DOOR DOOR OPG. WIDTH O OPG. OPG. OPG. OPG. WIDTH YAM WIDTH WIDTH 89�wG FROBUCFREY60 ftIw Og "'" Cidi t?-e 2aI.029 15 moirmAn 20 6w`rrw,ail �,_ %o- oo�n •. •.• • • • • • •• was _ • •. • • • • ••• • `Y11111Ifill, FES _ • • • • • • • • • � •'•,, A OF � � Browing no. ••• •• ••• ••• :• :• �� 0,:.',,,{{{99\ : W12— ] �rsSIONA11�`�``�`` sheet g o46� • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 • 0 LOCK OPTIONS: LU � PANIC EXIT DEVICE PANIC EXIT DEVICE rlmnuc t ItEvwRp OPTION @5: OPTION /8: scomplyie.•10itim, li Z ro n 3 PANIC EXIT DEVICE PANIC EXIT DEVICE r4 O q MAX. FRAME HEIGHT = 98 IN. MAX. FRAME HEIGHT = 98 IN. gpkil1.•Dae x MAX. LEAF WIDTH = 361N. MAX. LEAF WIDTH = 361N. MAX. DESIGN LOAD = 90 PSF MAX. DESIGN LOAD = 90 PSFy cel v PANIC EXIT DEVICE PANIC EXIT DEVICE Q'a t MAX. FRAME HEIGHT = 85 3/4 IN. MAX. FRAME HEIGHT = 85 3/4 IN. O MAX. LEAF WIDTH = 47-3/4 IN. VON DUPRIN MAX. LEAF WIDTH = 47-3/4 IN. V o `~+ MAX. DESIGN LOAD = 90 PSF HEADER STRIKE MAX. DESIGN LOAD = 90 PSF A7 O�a M aoo O a1¢ ACTIVE & INACTIVE LEAF. ACTIVE a INACTIVE LEAF: O CONCEALED VERTICAL ROD PANIC E)OT DEVICE SERIES 3347 VERTICAL ROD PANIC EXIT DEVICE 5770 BY 3347 i i O Q_� I + G REGENT Z g BY'VON DUPRIN' LOCATED AT 40' FROM SILL ' 'REGENT HARDWARE' LOCATED AT 40' O HEADER STRIKEAT EACH LEAF. ROM SILL AT EACH O S W FASTENED WITH —® FAASTENED WITH LEAF i OO POST Q ~ ((2)) 10-32 X 3/4'FH MACHINE SCREWS AT ONE END AND lO Ii VON DUPRIN ((1) #10 X 3/8' FH SELF DRILLING SCREW AT ONE END AND (2) $10-24 X 1/2'FH MACHINE SCREWS AT OTHER END RATCHET RELEASE (2) {10 X 1/2'FH SELF DRILLING SCREWS AT OTHER END o REGENT TOP LATCH M I I I VON DUPRIN I I K r W TOP LATCH N W I W I I W 1 1 W I W ---- p --- E J/ . EI /Aa AcrNE \ wAOTrvE .I THE a 0� N LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF'WIDTH LEAF WIDTH LEAF WIDTH 12 a d� SEE ABOVE SEE ABOVE SEE ABOVE O SEE ABOVE SEE ABOVE SEE ABOVE I>r N EXTLIDOR ELM. F� EXTERIOR RMS. y �� X W W j.1 REGENT VON DUPRIN BOTTOM BOLT cY BOTTOM LATCH r 3 0 I rrt rasa' I Go • • • ``11L1uulrliri CONCRETE TO BE DRILLED OUT N u 4 FOR PANIC LATCHES AT SILL I _ 05AQ :fir= 3 VON DUPRIN 3347 i • • F:Cn ., .,T '. ,,11�y • • • • • • W �Q IE OF yj� droving no. • • REGENT 5770 ��YYVl�A�'1�`'`` sheet9.1of13 It1111 • • • • • • • • • • • •• •• • • • •• •• uy LOCK OPTIONS: PANIC EXIT DEVICE OPTION 47: OPTION i8: 0 8 01 h PANIC EXIT DEVICE PANIC EXIT DEVICE aa MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 120 IN. C a I c MAX. LEAF WIDTH = 47-3/4 IN. MAX. LEAF WIDTH = 47-3/4 IN. ` MAX. DESIGN LOAD = 100 PSF MAX. DESIGN LOAD = 100 PSF ACTIVE& INACTIVE ACTIVE x INACTIVE LEAF. 0 LAE: O G Roo V o Lu.a CONCEALED VERTICAL ROD PANIC EXIT DEVICE SERIES 6400 13Y CONCEALED VERTICAL ROD PANIC EXIT DEVICEG66 BY O'S I 'SARGENT ASSA ABLOY LOCATED AT 40' 'ADAMS RTTr LOCATED AT 40'FROM SILLQ EACH FROM SILL AT CH LEAF. AT EACH LEAF. O aFASTENED o (2)# 22 XI-HH SELF DRILLING SCREW AT ONE END AND (2) #10-32 X 3/4"FH MACHINE SCREWS AT ONE END AND O (2)X14 X 3/4'PH SELF DRILLING SCREWS AT OTHER END (2) 010-24 X 1/2'FH MACHINE SCREWS AT OTHER END LL y m - Q gCID ZE M La r o JAIT11 AcirvE ACiNE \i ttJACTNE j i ACRNE j a E�� $ 48 48' 48' 48' 48' 48' DOOR OPG. fXK)R OPO. DOOR OPG. DOOR OPG. E WIDTH WIDTH WIDTH WIDTH N <n E!$ oDut r wuh ww at ryew. »a w 17-a 2c.1 o'Z o e'watw`Daft Ic►; i Ao= ups 0,2�go 2121 c u� PANIC EXIT DEVICE OPTION #7 OR #8 •• ••• • • • • • •• - E o'- 70592 "' k • • FEB — • • • • • • • • • TE OF � `� drawing no. ... ' ol W12-461 • • • • IYAL AA`'�� sheet9.2of 13 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME NOT SHOWN FOR(LARRY I i I N Z I li oo 1 Begg OebB .` .\ z q- II m LEAF WIDTH LEAF WIDTH ryOj m 1 W _ O N / 12-24 X 1/2" F+"H 12-24 X 1/2" z a FH MACHINE SCREWS 1-1/2"X 1/4"THK. Q v 4 PER HASP 7-3116'LONG ~j c INUM REINFORCING F 12-24 X 1/2- ALUM O G� AT HINGE LOCATIONS MS a O a E�dM m E I` > >� r ampgft wW dr ElwYrt y oo R 2of•o2- o v1 ° EKT. EXT. A•4r " HINGE OPTIONS: BUTT HINGES SURFACE MOUNT ROTON HINGE a " 4-1/2" LONG BUTT HINGES REGENT #4001 CONTINUOUS ALUMINUM ROTTON HINGE ° (3) PER LEAF, 7-1/2" FROM TOP AND BOTTOM IVES DOOR 27G5, OR REMKO 76Y2F-3HR `u AND AT MIDSPAN FASTENED TO FRAME JAMB AND TO JAMB STIIF FASTENED TO FRAME JAMB WITH WITH (22) #12-24 X 1/2' FH MS SCREWS (4) X112-24 X 1/2- FH MS AND TO LEAF STILE WITH (4) #12-24 X 1/2" FH MS c u o O 15 m- h • • •• • • • • • ```11111111111!!!!''' W • •• • • • • ••• • • • • . • . • • . J..... , - • •�• •• ••• ••• ••• • • •• • • • FES • • • • • • • • -i) � t>F �� Browing no. W12-46 i 111 1111111 1111sheet 10 of 13) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.875 1.545 LU N .094 .125 .062 w .090 I .125 �2 .187 1.783 1.000 .6337 062 1.774 Z • 3 }.784E 2.662 w •� 3.753 L .062 L 1.845--I 3.697 -=1.802 M- rNE 5.000 � ��„ v SMI-004 SMF-012 SMI-039 SMI-092 SMI-094 SMI-097 1 PLAIN SNAP 7 TOP RAI. 13 HE RISE THRESHOLD COVER 19 GLASS STOP. 21 PLAIN SNAP. 23 DOOR SASH STOP W ,250 .125 }.500 .250 C .157 f l ..100 -{ 4187 . . 1.5�.L7-IIF,=►--i.764�I1� 1.Ef:E7 1.750 0 .187 L 750 455 4.500 x500 K n SMI-005 SMI-043 SMI-058 REINFORCING CHANNEL SMI-096 SMI-051 Q m 2 FRAME JAMB FRAME JAMB 14 ASTRAGAL 20 M ST1EL 22 DOOR SASH BASE 24 DOOR SRLE REINF. c .125 6.375 O r .187 575 .125 .094 W oI 1.750 �5 .582 �� N 1.784 .540 = i .0501.518 �i 1.443 I+ .710 I 0 3 4.500 6.5001 SMI-006 SMI-015 SMI-044 SMI-013 CL 3 FRAME HEAD/TRANSOM BAR 9 DOOR STOP COVER 15 DOOR STOP BASE .250 8 STD.BOTTOM RML = h $ I E Q e .814 .080 3.750 .125 094 9.875 ? tL m .500 342 HARDNESS 7215 SHORE A �j g 1.224 7.342 TENSILE STRENGTH (100%STRAW)- 1200 PSI 1.784 .062 .090 TENSILE 51RENGM(BREAK)= }450 PSI N a .150 3.913 ELONGATION AT BREAK s 300% O TEAR STRENGTH = 1LBF/IN SPECIFIC GRAVITY50 1.20 -10.000- -( 0.000 ?., SMI-008 SMI-036 SMI-PW001so25 & 4 DOOR SASH STOP 90 THRESHOLD BASE 16 TRANM ADAPTER TRANSOM EPDM GASKET sMl-obs SCALE 1:1 HI-PROFILE BOTTOM RAIL is 3.5001 1.500 a -r .062 .107.500 -T /RODfIC 1.808 h-3.745 A�aaa N• j•02 I E+•�+•M•L].te I i 3.625- SMI-002 .625 SMI-009 SMI-037 SW-090001 •• •• • • •I(A� • o�=O o 0 4 I 5 ACTIVE STILE I1 THRESHOLD RAMP ADAPTER 17 PLAIN SNAP • • • ••• • • •• `c n c n .094 541 •• 00 • • • • ••• • 1.600 7.875 .134 .070 1.500 1.375 1.386 I 70592 L�3!339 .080 •048 • • •:• •• _----- •• •• • • • • • • 1!568 4 TE OF drawing no. 3.463 ••• • . . . . . +', ` not. OP` IW12-46 . 6 MNatSTIIF 12 ADIn TI318RESHOLD COVER 45 SDOOR75wEEP COVER 46 SUI--075 BASE 49 s000RRAIL covER 'A,A AI • sheet 11 Of13 s • • • • • • • • • • • •• •• • • • •• •• I'PEM / PART REQ'D DESCRIPTION MATERIAL MANY./SUPPLM/REMARKS �U , 1 SMI-004 AS REWD PLAIN SNAP 6063-TG - ~ I 2 SMI-005 AS REQ'D FRAME JAMB 6083-T6 - 3 SMI-006 AS REO'D FRAME HEAD/TRANSOM BAR 8083-76 - Z q 4 SMI-008 AS REVD DOOR SASH STOP 6063-T6 - P I 5 SMI-009 AS REO'D ACTIVE/INACTIVE STILE 6083-TB - ; 8 6 SMI-011 AS REQ'D HINGE STILE 6063-TTS - A Q 7 SMI-012 AS REQ'D TOP RAIL 6063-T6 - CY j�u0, 8 SMI-013 AS REQ'O BOTTOM RAIL STD.) 6063-TS - C GA SMI-065 AS REO'0 BOTTOM RAIL(HI-RISE) 6063-TB - Wfr p�pS1 9 SMI-015 AS REQ'D DOOR STOP COM 6063-T6 - ryryS F{ 10 SMI-036 AS REO'D THRESHOLD BASE 6063-T6 - �V��04 11 SAM- 037 AS REO'D THRESHOLD RAMP ADAPTOR 8083-TB - pS 0 ry 12 SMF-038 AS REO'D ADA THRESHOLD COVER 6083-16 AS REO'D - SE THRESHOLD COVER 03-T613 SMI-039 �ZW 81 14 SMI-058 AS REO'D ASTRAGAL 6083-T8 - 3 Pu 15 SMI-044 AS REO'D DOOR STOP ELSE 6063-T6 - O 16 AS REQ'D TRANSOM ADAPTER 6063-T6 - O m 17 Sh9-090001 AS REO'D PLAIN SNAP 6063-T6 - .j c M m I 19 SMI-092 AS REO'D GLASS STOP 8083-T6 - 0: Lu 20 - AS REOD. REINFORCING CHANNEL(TRANSOM) A36 STEEL - N __ 21 SMI-094 AS REQ.0 PLAIN SNAP 6083-T6 - t1} ?S 22 SMI-096 AS REO'D DOOR SASH BASE 6063-T6 - 23 SMI-097 AS REQ'D DOOR SASH STOP 6063-T6 - 24 SMh051 AS REQ'D DOOR STILE ALUM. RE3NF. FULL LENGTH 6005-75 - j ''`S 0.0 25 SMI-Got AS REQ'D TRANSOM GASKET(O INTERIOR) EPDM TREMCO E¢PI 26 SMI-1372 AS REQ'D DOUBLE FACE FOAM TAPE(3/16"X 1/2' VINYL FOAM FRANK LOWE �bEVIM� c M� 27 SMI-G07 AS REQ'D CASKET(O EXTERIOR) SANTOPRENE CENTRAL PLASTICS, INC. how'd Ci - w 28 SMS-Gil AS REO'D SINGLE FACE FOAM TME(1/8"X 1/27 VINYL FOAM FRANK LOWE E k"ms paw I- .a.11 N a o< n ,',^', ¢ o 29 -t 1- g N SMI-BOI AS REQ'D .385 DLl BULB W'STRIPPING RIGID PVC CENTRA.PLASDCS, INC. (� \ 28A SMhG20 AS REQ'D FLAP W'STRIPPING VINYL PEMKO '- 30 SMhfX13 AS REQ'D PUSH-IN,DOOR PERIMETER SEALING. RIGID PVC CENTRAL PLASTICS, INC. 31 SMI-SB03 2 PER CL SETTING BLOCKS(1/4'X 3/8'X 4'LG.)AT 1/4 POINTS EPOM TREMCO,DUROLIETER 80±5 SHORE A 32 SMI-SB05 2 PER CL SETTING BLOCKS(1/4'X 1 3/18'X 4'LG.)AT 1/4 POINTS EPDM TREMOO,DUROMETER 80±5 SHORE A y T 33 SMI-SB06 2 PER CL. SETTING DOCKS(3/8"X 5/e•X 4"LG.)AT 1/4 POINTS EPDM TREMCO,DUROMETER 80tS SHORE A r W a 34 SMI-SB04 I AS REVD SETTING BLACK(3/8"X 1 1/4'X 4'LG.)AT 1/4 POINTS EPDM TREMCO,DUROMETER 80±5 SHORE A o«0 35 SMI-WOl AS REQ'D WOOL PILE PILE ULTRAFAB 36 SMI-P06 AS REO'0 LEAF SEAL PLASTIC ULTRAFAB 24 SEALANTS: N 37 - 2/LEAF 3/8'THREADED ROD WITH NUT STEEL - ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS i• g a e 38 - 2/LEAF SUPPORT PLATE(1-1/2'X 3-3/8'X 3/187 ALUMINUM - SEALED WITH SILICONE. 39 SMh043 AS REQ'D FRAME JAMB 8063-T6 - ml y 43 112 X 1 1/2' 4/CORNER FRAME ASSEMBLY SCREWS ST.STEEL HEX.HEAD MACHINE SCREW 6 'S N r 44 SMI-803 AS READ. PUSH-IN. DOOR PERIMETER SEALING • PoG QAC. •• ` c 45 SMI-074 AS READ. DOOR SWEEP COVER 6063a ��• • • • • `7111 111j,"I 46 SMI-075 AS READ. DOOR SWEEP BASE 6063-16 -• • • • • �7j'j' = ' 47 SW-G19 AS READ. ODOR SWEEP GASKET VINYL TP01 PLA�TIC� •• ...8(c' i $ a 1` n 48 /8 X 3/4' AS REND. DOOR SWEEP BASE FASTENERS ST.STEEL P. HD. PH SMS O692 49 SMI-068 AS REOD. DOOR RML COVER 6063-T6 50 SM-W01 AS REOD. WOOL PILE • 1 • PILE ••• ••• i • • • • ••• •• • • • ATE OF f.Ae drawing no. :•• •• 000 • • •• :• FEBL f c:y'�� '.�`S, .2om0� ��: W12-46 • • • • ��7�7S�0NAL11``�`�� sheet 12 of 13 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • (4) 1/4 X 1 h HH M. BOLT T. '� � m i / I F JZ r' x /A Qr� �8 0log r 0,r Q LL t � �aW1fL m f C M N (2) 3/8*X l' tr FRAME TOP CORNER SOCKET CAP SCREWS S DOOR LEAF TOP/BOTTOM CORNER DOOR LEAF ALIGNMENT KEY = a AT TOP/BOTTOM CORNER S Y O U' 4N �J dao m Q Ir nn N <L � rnouuc r REV== � E 40"Obift"k dw Fbd& ��'+ a�a o Ae C.6 `wee Me 4)2.0 1.C'2 w o 0 N /8 X 3/4'PH SMS AT 3'FROM ENDS W AND 14-1/2'O.C. (3)AT MTC.snLELOCATION Al 3.O.C. 43 SEE SHEET 5 � � I •• ••• • • • W' N o • • •• • • `````III11 II llll��''' W ! • 0:0 ••• ••• HI-R:IoTMAt8LD COYER FRAME BOTTOM CORNER •• • • i•• •• • FEB ! j 219117 O AOFWim' drawing ne. • •• • • • • o��.•' �� I/ItO nni f C;�� sheet 13 of 13 Illl ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•UADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE M*IgN T(786)315-2590 F.(786)315-2599 ACCEPTAN DA www.miamiaade.eoviecononry Aldora Aluminum& Glass Produc nc. 11500 Miramar Parkwa 00 Miramar,F COPE: This NOA is being issued under the applicable rules and regu atl ions governing the use of const action materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Produgt control Section that this product or material fails to meet the requirements of the applicabld buirding cotle. ••••;• This product is kapproved, a , an as eer 1 with fhe Floridalluilding '. Code,includingVelocity Hurricane Zone.DESCRIPTIOries "SMI-175"Aluminum Windo . .•••• •• :•••': APPROVAL DOCUMENT:Drawing No.W03-64,titled"Series SMI-175 Alumwndow Wall�.M.I-Y •:'•. sheets 1 through 10 of 10 dated 08/11/03 with revision H dated 10/24/14 re • ••1-Fare •• j • g , p pfd Y.A S14.. ...... Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Couuty.Rroduct Control •• Revision stamp with the Notice of Acce 'ration date by the kaini:DadeCoulitY ....:. Product Control Section. ..... MISSILE IMPACT TING:Large and Small Missile Impact Resistan •••• LABELING: Each unit 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#13-1021.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-1112.06 MIAMFE COUNTY Expiration Date: November 21,2017 rr�115 Approval Date: March 26,2015 / ( Pa e Aldora Aluminum & Glass Products,Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-64,titled"Series SMI-175 Alum Window Wall(L.M.I.)", sheets 1 . through 10 of 10,dated 08/11/03,with revision H dated 10/24/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS ' 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 I 6)Forced Entry Test,per FBC 2411.3-2.land TAS 202-94 along with marked-up drawings and installation diagram of an aluminum;'igdQw wail system,prepared by Fenestration Testing Laboratory, Inc., Tact&etort A. FTL-3721' dated 03/26/03, signed and sealed by Joseph Chan,P.E. •••••• ;••• ••; (Submitted under NOA#03-0925.01) 066:69 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94••••• ;•0 :Goo*: 2) Uniform Static Air Pressure Test,LoadingAVVBC, T-AS-202-94� 3)Water Resistance Test per FBC TAS 202-14 • .. 0000 0000.. 4)Large Missile Impact Test per FBC,TAS 791694 .' 5) Cyclic Wind Pressure Loading per FBC,AS 203-94:...;• •••••• 6)Forced Entry Test,per FBC 2411.3.2.1 an&TAS Z02-94 along with marked-up drawings and installation diagram of an aluminum windpw wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3833 dated 08/05/03, signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-0925.01) 3: Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Aix 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 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3465 dated 7/17/02, signed and sealed by James Worth,P.E. (Submitted under NOA#03-0925.01) oo Mance er P.E. Product Conti miner NOA No. 14-1112.06 Expiration Date: November 21,2017 Approval Date: March 26,2015 E-1 Aldora Aluminum& Glass Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Air Infiltration Test per FBC, TAS 202-94 2)Uniform Static Air Pressure Test Loading per FBC,TAS 202-94 3) Water Resistance Test per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5070, dated 10/05/06, signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA#11-0412.05)For reference only 5. 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 f. 4)Large Missile Impact Test per FBC,TAS 201-94 •. 5) Cyclic Wind Pressure Loading per FBC,TjkS 2W-94 • ••••;• 6)Forced Entry Test,per FBC 2411.3.2.1 (b) acid AS 202-94. '. along with marked-up drawings and installation diagram of aq aj>luj0inum ouVwing • door,prepared by Fenestration Testing Laboratory,Inc.,Test I4"s No.. . FTL-4267, dated 08/13/04,signed and sealed by Edmundo Lafmpada,;'.L?•• —:99" (Submitted under NOA #05-0301.04)For reference only ' " 0" .. .. .... ...... 6. Test reports on: 1)Air Infiltration Test per FBC,TAS 202-94.... •• 2)Uniform Static Air Pressure Test Loading per VIIC,TA,S.202-94 ....:. 3)Water Resistance Test per FBC,TAS 202-94 .•. ;Y• • 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test.,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum outswing door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4257, dated 07/18/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA #10-0511.02)For reference only 7. Test reports on: 1)Air Infiltration.Test,.per FBC, TAS 202-94 2)Uniform Static Air Pi essure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94(Not performed) 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 XXOO door system,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-3997,dated 12/04/03, signed and sealed by Edrmindo Largaespada,P.E. (Submitted tinder NOA #08-1202.14)For reference only Manuel Per P. .. Product Control Extzader NOA No. 14-1112.06 Expiration Date: November 21,2017 Approval Date: March 26,2015 E-2 Aldora Aluminum & Glass Products,Inc. f - NOTICE OF ACCEPTANCE:-EVIDENCE SUBMITTED C. ' CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-5ih Edition (2014), dated 10/07/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.R. 2. Glazing complies with ASTM E1300-09. D. QUALITYASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 2. Notice of Acceptance No:13-1126. 20 issued to Allnez USA,Inc. for their."'Uvelcol S Laminated GIass Interlayer",dated 02/20/14, expiring on 0;/OW. **too* •k • •000000 • .0000• F. STATEMENTS •••;0-• • 1. Statement letter of conformance, complying with FBC-5`h EditimJ20143,-end of no: financial interest, dated October 7,2014,issued by Al-Farooq"oratiol7, signed am:-. sealed by Javad Ahmad,P.E. """ - ' 6006 ••••• 2. Laboratory compliance letter for Test Report No. FTL-3721 4*vd•JiTL-3833 tissued by•.%• Fenestration Testing Laboratory,Inc., dated 4/15/03 and 8/7/43 Asjectiv!j*.sIjgned....:. and sealed by Joseph Chan,P.E. ; .0. • (Submitted under NDA#03-0925.01) "' • 3. Laboratory compliance letter for Test Report No. FTL-3465, issued'by Fenestration Testing Laboratory,Inc., dated 8/8/02, signed and sealed by James Worth,P.E. (Submitter)under NOA#03-0925.01) G. OTHERS 1. Notice of Acceptance No. 13-1021.07, issued to Aldora Aluminum& Glass Products, . Inc.for their Series"SMI-175"Aluminum Window Wall System-L.M.I.,approved on 12/19/13 and expiring on 11/21/17. Man Pe ez,P.E. Product ColV6. 14-1112.06 xaminer NOA Expiration Date: November 21,2017 Approval Date: March 26,2015 E-3 .. .. __. _ _. .. D.L.OPG.D.L.OPG. D.L.OPG. D.L.OPG. SEE SHEET 2 CONTINUOUS FRAME SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 OR 1 ASSEMBLED CORNER 11 3/4'MAX. g Z � ill / �F 1 �. ------------- r ___________ V n fr------------- / E 1 r------------- g 6< ow 11 0 _j i 3> �n p� pJ a "T tlrv0 Ig 3i G I11 / Vx 52ry � QW�i� F W O H J I o v c M n 3 p 11 0 O W X9 3c G 11 a 3 j r rr z x oo=i � iA1 dao `• '� // c0 < 11 1 �9L C 11 1 C o 3 3/B' It 3/4"MAX. m 0 _ 1 I ANCHORS TYPE 3 3/B' 11 3/4'MAX HEAD/SaL 5 SILL t` ANCHORS TYPE A.AA, D, C OR CC A.AA, B.C OR CC HEAD SILL HEAD'SIU. o CORNERS -2 3 OR 4 AT EACH SIDE OF MULL �-AT DOOR MULL CORNERS 5' SEE SHEET 4 O FFOORR SHEETS d:6 � 52 if �C TYPICAL ELEVATIONS o SERIES SMI-175 ALUM WINDOW (TALL SINGLE '0' PANEL, THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI—DADE THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. FRAME WIDTH = DID. WIDTH + 5.00" $ COUNTY APPR'O LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS ARE NOT REQUIRED. FRAME HEIGHT = D.L.O. HEIGHT + 5.00" LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. INSTRUCTIONS: CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. U FO i WINDOW WALL SYSTEM WITH GLASS TYPES 'C' k 'O' ii - • TS N� {� • • • •• c • • • • • • • • • (COMPLY WITH REQUIREMENTS OF ANSI 297.1.1AVI MFVT 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP 1 OpNry0 NE DES"W •LOAJ)RSWWM VT t�SEO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ON WIND ',49LDG HpGFiT•WIWDdyNE • USING %PPlLICAB•LE ABCE•7 SEANBARD• -••- STEP HURRICANE ZONE ( • LAMINATED GLASS o HVHZ). SEE CHARAS 0 SHEEP•2 FOR DESIGN•LWU •' LARGE MISSILE IMPACT 10Y OR 26Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY CAPACITY OF DESIRED CLASS SIZE. Q TO TRANSFER LOADS M THE STRUCTURE. Fngr:.JAVAD Ni! PRODUCTREVISED a CHECK MULLION CAPACITY FOR A OVEN SPACING AND NIL mcomplyingwithOwFlsflde i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS + +� �i FIA, F 7OSg2 Ov.ldh%Code $ EMBEDMENT.TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.. �CHART S T� MD • _ -CA. 3530 - 1AyLUON D SHEEL3&B�6 it • - Ix fintnca Pfo Q I q ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TWE CA%CTIY SSHOti4 EXCEED•THE DESIGN LOAD. • I mtoo Dote 1+�+'/ �o E NOT PART OF THIS APPROVAL. STEP O USING C0 ON SHEET 4 ELFFi ASICHO TION• fly �_ --� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • IN STEP IGN RATING�E T�iX1 DESIGN $SPECI�1� Miami ProAAU drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT N STEP 1 ABOVE. N 62OI4 W03-64 COME INTO CONTACT WITH OTHER DISSIMILAR MATERULS SHALL MELT THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 REQUIREMENTS OF THE FLORIDA BLDG. CODE AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS-LOAD CAPACITY - PSF - GLASS LOAD CAPACITY - PSF D.L.O. D.L.O. 4 a NOMINAL DIMS. GLASS TYPE'A'CLASS TYPE'11GIASS TYPE'C' LASS TYPE'D CLASS TYPE'E' NOMINAL DIMS. GLASS TYPE'A'GLASS TYPE'8 GLASS TYPE'C GLASS TYPE'D'GLASS TYPE'E WIDTH YAOTH w D.L.O O.LO.HEIGHT EXT.(+ .(-)EXT.(+ -)EXT.(+)&JNT.(-)EXT.(+)RMT.(-)EXT.(+)&INT.(-) D.L.O.WIDTH D.L.O.HEIGHT EXT.(+)&-.(-)EXT.(+)&INT.(-)EXT.(+)d[INT.(-)EXT.(+)&IM.(-)EXT.(+)&INT.(-) 63.0 83. 120.0 100.0 90.0 20' 63.0 63.0 120.0 100.0 90.0 Q 26' 63.0 63.0 120.0 100.0 90.0 26' 63.0 63.0 120.0 100.0 90.0 6 32" 63.0 63.0 120.0 100.0 90.0 32' 63.0 - 120.0 100.0 _ 90.0 0= (1 38' - 83.0 63.0 120.0 100.0 90.0 38" 63.0 - 120.0 100.0 90.0__ 8 44' 63.0 - 120.0 100.0 90.0 44" 83.0 - 100.0 100.0 - RJ u 50" 74" 63.0 - 120.0 100.0 90.0 50" 98' - - 100.0 100.0 - 56' 63.0 - _ 100.0 100.0 90.0 56' - - 100.0 100.0 - bpbpbp? a 60" 63.0 - 100.0 100.0 - 60" - - 100.0 100.0 - 66' - - 100.0 100.0 - tG8' - 100.0 100.0 - 20" 63.0 634 120.0 100.0 90.0_ 20' 6J.0 6J.0 120.0 100.0 90.0 $ C 26' 63.0 63.0 _ 120.0 100.0 90.0 28' 63.0 63.0 120.0 100.0 90.0 10. 32' 63.0 63.0 120.0 100.0 90.0 32" 63.0 - 120.0 100.0 -90.0 38' 63.0 - __ 120.0 100.0 90.0 38 104' 63.0 _ - 120.0 100.0 90.0 t�Bytf 6{ 44' �, BJ.O - 120.0 100.0 90.0 44' 63.0 - 100.0 100.0 - W 50" 63.0 120.0 100.0 90.0 50' - - 100.0 100.0 56' 63.0 - - --100.0 100.0 -_ - - 56" - - 100.0 100.0 - 60' - - 100.0 100.0 80" - 100.0 100.0 - c o °D 66' - - 100,0 100.0 - - 20" 53.0 63.0 120.0 100.0 90.0 _y n 20" 63.0 63.0 _ 120.0 100.0 90.0 28" _ 63.0 _63.0 120.0 100.0 90.0 7c"i C =1 26' 63.0 63.0 120.0 100.0 90.0 32" 63.0 - 120.0 100.0 90.0 p N 32' 63.0 63.0 _ 120.0 100.0 _ 90.0 36" 110' _ 63.0 - 100.0 100.0 - NOTE: 3 Q R 38" 63.0 - 120.0 100.0 90.0 44" - - 100.0 100.0 - GLASS CAPACITIES ON THIS SHEET o 3 44' 63.0 _ 120.0 100.0 90.0 SD' - - 100.0 100.0 _ ARE BASED ON § N �• _ _ ASTM E1300-09 (3 SEC. GUSTS). Z5 aN 50' 63.0 - 100.0 100.0 - 56' - - 100.0 100.0 - j tL M 56" - - 100.0 100.0 - 20' 63.0 63.0 120.0 100.0 90.0 P G t7 80' - - 100.0 100.0 - 26" 63.0 - 120.0 100.0 90.0 100.0 100.0 - 32" 83.0 - 120.0 100.0 90.0 20" 63.0 63.0 120.0 100.0 90.0 38" 116' 63.0 - 100.0 100.0 - N a a c 26" 63.0 63.0 120.0 100.0 __ 90.0 44" 100.0 100.0 - 32' 83.0 63.0 120.0 100.0 90.0 50' - _ - 100.0 100.0 - 38' 634 - 120.0 _ 100.0 90.0 56' - - 97.9 100.0 - N a 44" 92, 63.0 - 100.0 1004 90.0 34-1/2" 116-1/2" - - 120.0 - - 1/4'HEAT STREN'D GLASS O 50' 634 - 100.0 100.0 - 6}" 63' - 120.0 - - .090'Interiayer 56" - - 100.0 1(10.0 - 60' 6T - - 120.0 - - Sotlex Gear And Calor Gloss 80' .j°� - - 100.0 100.0 - 57' 120.0 By Eastman Chemical Co.' g 6 - - 100.0 100.0 - S4' 74' - - 120.0 - - W 1/4"HEAT STREN'D CLASS A m O y� 1/4'ANN.GLASS 1/4"ANN.GLASS 1/4"HEAT STREN'D CLASS 5/16"HEAT STREWD GLASS ka' 120•Inledoyer .090, f ex InCleaarAnd Color Glass 120"Interlayer .120"InlsHayer c7 i i 4 9 U"kol S UV"S U"kol S By Alkwx USA Inc.' By'Eastman Chemical Co.' By Alnsx USA, Inc.' By'Altnex USA, Inc.' t� iI 1/4"ANN.GLASS 1/4"ANN.GLASS • f rT•STRQ�D CLASS• •• 1/4"HEAT STREN'D GLASS • N W GJ W • • • • • • • •t syr a µ p t Cm t • • •• • • • • > m m S = i • •• • • • • •••= voW.a c • • • • • • • GLASS TYPE--w i 1 0 I1 1i i Engr.JAM AHHAD PRODUCT RRYISED r 1 FIA PE W2 70592 as comply ft with Oro Flwide _ _ •• •• •:• • CAN.3538 *-22 iRS +rl OE"d � • • • ••• • * '2 SS TYPE 'A' GLASS TYPE B ••• (Y,A33 TYPa C • • • GLASS TYPE 'D' 2014 LAZING OPTIONS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS 1 OUT WITH WITHOUT WITH WITHOUT WITH WITHOUT WITH (o NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING Z J WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) WIDTH(W) FRAME HEIGHT EXT,(+) INT.(-) EXT.(+) INT.(-) WIDTH(W) FRAME HE EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH(W) ,FRAME HEIGFtT EXT.(+) INT.(-) EXT.(+) IM.(-) O 24' 100.0 100.0 100.0 120.0 24' 100.0 100.0 100.0 120.0 24' 100.0 100.0 100.0 120.0 24' 100.0 100.0 100.0 120.0 a 30' 100.0 100.0 100.0 120.0 30' 90.3 90.3 100.0 120.0 30" 100.0 100.0 100.0 120.0 30" 87.7 87.7 100.0 120.0 Q 0 36' 100.0 100.0 100.0 120.0 36' 76.3 76.3 100.0 120.0 36" 100.0 100.0 100.0 120.0 W. 73.1 73.1 100.0 120.0 42' 100.0 100.0 100.0 120.0 42' _ 66.5 86.5 100.0 _119.9 42' 100.0 100.0 100.0 120.0 42" 62.7 62.7 100.0 119.9 45" 72" 100.0 100.0 100.0 120.0 48' 108 59.3 59.3 90.0 100.0 48" 72' 100.0 100.0 100.0 120.0 48' 108• 54.8 54.8 90.0 100.0 Y u 54" 100-0 100.0 100.0 120.0 54" - - 90.0 100.0 54" 100.0 100.0 100.0 120.0 54" - - 90.0 99.1 60' 100.0 100.0 100.0 120.0 60' - - 90.0 992 60' 100.0 100.0 100-0 120,0 60' - - y89.2 89.2 a 1,081 68' 1 100.0 100.0 90.0 100.0 66' - - 90.0 92.5 66' 100.0 100,0 100.0 100.0 68" - - 61.1 81.1 Q <p 24" 100.0 100,0 100.0 120.0 24" r6.5 94.7 100.0 20.0 24" 106.0 100.0 100,0 iT0.0 24' 93.2 93.2 100.0 120.0 046- -T 30" 100.0 100.0 100.0 120.0 W. 76.5 100.0 120.0 30' 100.0 100.0 100,0 120.0 30' 74.6 74.6 100.0 120.0 Q NNNN 36" 100,0 100.0 100.0 120.0 36" 64.6 100.0 120.0 36' 100.0 100.0 100.0 120.0 36" 62-2 62.2 100.0 120,0 N.2 1. 100.0 100.0 IOD.0 120.0 42' 114' 56.2 100.0 100.0 42' 100.0 100.0 100.0 120.0 42' 114` 53.3 53.3 90.0 106.0 a�. 48" 78' 100.0 100.0 100.0 1_20.0 48' - 90.0_ 100.0 48" 78' 100.0 100.0 100.0 120.0 48' - - 90.0 100.0 eeell) 54' 100.0 100.0 100.0 120.0 54' - 90.0 96.0 54- 100.0 100.0 100.0 1200. 54' W. 100.0 100.0 90.0 100.0 80' - - 88.0 88.0 W. 97.2 97.2 90.0 100.0 60' - - 60.1 80.1 g O n 66' 100.0 100.0 90.0 100.0 24" 81.1 81.1 100.0 120.0 66' 88.4 88.4 90.0 100.0 24' 79.9 79.9 100.0 120.0 � 24' 100.0 100.0 100.0 120.0 30' 65.4 65.4 100.0 120.0 24' 100.0 100.0 100.0 120.0 30" 64.0 64.0 100.0 120.0 13 ?N 30' 100.0 100.0 100.0 120.0 36" 55.1 55.1 100.0 120.0 30" 100.0 100.0 100.0 120.0 W. 53.3 53.3 100.0 120.0 36" 100.0 100.0 100.0 120.0 42" 120" 47.9 47.9 90.0 100.0 36" 100.0 100.0 100.0 120.0 42" 120- 45.7 45.7 90.0 100.0 42' 100,0 100.0 100.0 120.0 48' - - 90.0 95.3 42' 100.0 100.0 100.0 120.0 48" - - 90.0 9D.3z In {{V o a 48" 84' 100.0 100.0 100.0 120.0 54' _ - - 85.9 85.9 48" 84' 100.0 100.0 100.0 120.0 54' - - 80.3 80.3 ri a 54" 100.0_ 100.0 100.0 119.9 80' - - 78.7 76.7 54- 92.2 92.2 100.0 119.9 60" - - 72.3 72.3 j -4 N iI 0 M m 80- 99.9: 99.9 90.0 100.0 60" 83.0 83.0 90.0 100.0 E 4 M e 68' - - 90.0 100.0 66" - - 90.0 100.0 I INTERMEDIATE HORIZONTALS c za• k111 100.0 100.0 120.0 24' '--0 100.0 100.0 120.0 1 i E� m 30' 100.0 f 00.0 120,0 W. 100.0 100.0 100.0 120.0 ---.---- - n 36' 100.0 100.0 120.0 36' 100.0 100.0 100.0 120.0 �n g �^ 42' 100.0 100.0 120.0 42' 100.0 100.0 100.0 120.0 i 48' 90" 98.7 100.0 120.0 ti 48' 90" 89.5 89.5 100.0 120.0 17 � a 54' 90.2 90.0 100.0 u 54" 79.6 79.6 90.0 100.0' _ 60' - 90.0 100,0 ep 11P W 60' - - 90.0 100.0 16P 90.0 100.0 65" - - 90.0 100.0 G 24" 100.0 100.0 100.0 120.0 24" 100.0 100.0 160.0 120.0 N 30' 100,0 100.0 100.0 120.0 30' 100.0 100.0 100.0 120.0 In 36' 100.0 100.0 100.0 120.0 WI W2 36 100.0 100.0 100.0 120,0 - Wl WZ 42' 95.0 95.0 100.0 120.0 42' 89.1 89.1 100.0 120.0 -8 48" 96" 84.9 84.fl 90.0 100.0 W1 + W2 48" 98' 78.0 78.0 90.0 100.0 WT + W2 �^ •' mores (w) - WIDTH (W) - 2 • g 54" 77.3 77.3 90.0 100.0 2 54' 69.3 69.3 90.0 100,0 60' - - 90.0 100.0 60' - - 90.0 100.0 in ^ 86' - - 90.0 100.0 •• ••• • - - 90.0 100.0 • -C 24' 100.0 100.0 100.0 120.0 1 2 i • • T¢� • • • 100.0 100.0 100.0 120,0 4aog$ . 30' 100,0 100.0 100.0 120.0 • • • • • • • 100.0 100.0 100.0 120.0 0,,,w o 36' 91.1 91.1 100.0 120.0 •• • ••• •i S' • • ••• 86.8 86.8 100.0 120.0 42' 79.5 79.5 100.0 120.0 42" 74.4 74.4 100.0 120.0 .a o 102' 12 11 102' _ 48' 71.1 71.1 90.0 100.0 48" 65.1 65.1 90.0 100.0 Ener.JAVAD AHMAD PRODUCT REVISED g 54' - - 90.0 100.0 -- - 54' - - 90.0 100.0 CML u complying with lho Fiortda i Tv 90.0_ 100.0. - 0 • ••• •41 _ •:• • _•- - 90.0- 100.0 FCALA.PE/ 692 - A�pI4-illZ ab yam , 353 ex'teflon Dme X17 $ 0 5 tance 90.0 100.0 YUILON • 1WILUON •• bg' • - - 90.0 90.9 11/0 RRINFORCING • W/RRINFORONG• • • D Ix K-4 Sx IN"3 • •• Ix 4 Sx • • Mi Pro"Con drawing no. 5.3965 2.3108 ALl1MlNUY 5.3965 2.3108 STEEL .264 1.59 209 W03-64 kJ1tN�+h sn 11 it 14.7821 sheet 3 of 10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF u DR.(+)!INT.(_) fXf.(+)4 INT.(-) w� CHORS ANCHORS ORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS � c NOMINAL DIMS. T TYPE'AA' E ' TYPE'C' TYPE'CC' NOMINAL DIMS. TYPE'A' TYPE'AA' TYPE'B' TYPE'C' TYPE'CC' a, VA (W)FRAME HEIGHT A3 A4 AA2 M3 AA4 B B3 C2 C3 C4 CC2 CC3 CC4 WIOTH(W)FRAME HEM A2 A3 A4 AA2 AA3 1 AA4 H2 B3 C2 C3 C4 CC2 CC3 CC4 O 24" 120.0 120.0 120.0 120.0 120.0 12 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 105.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 �. {7Q7QYYI f 0' 1 0.0 120.0 _120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 JO' 84.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110.2 120.0 120.0 108.4 120.0 120.0 Q a 36' 105.3 120.0 120.0 1200 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 70.2 105.3 120.0 106.7 120.0 120.0 120.0 120.0 91.9 120.0 120.0 90.4 120.0 120.0 ai 0 42" 90.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.1 120.0 120.0 1163 120.0 120.0 42" 60.2 90.3 120.0 91.4 1110 120.0 120.0 120.0 78.7 118.1 120.0 77.5 118.2 120.0 48" 72' 79.0 118.5 120.0 120.0 120.0 120.0 120.0 120.0 103,3 120.0 120.0 101.7 120.0 120.0 48' IDB' 52.7 79.0 105.3 80.0 100.0 120.0 106.4 120.0 68.9 103.3 120.0 67A 101.7 120.0 ¢ 54' 70.2 105.3 120.0 106.7 120.0 120.0 120.0 120.0 91.9 120.0 120.0 90.4 120.0 120.0 54' 46.8 70.2 93.6 71.1 88.9 118.5 94.6 120.0 613 91.9 120.0 _602 90.4 120.0 r 60' 63.2 94.8 120.0 96.0 1200 120.0 120.0 120.0 82.7 120.0 120.0 81.7 120.0 120.0 60' 42.1 63.2 84.3 640 80.0 _106.7 85.2 120.0 _55.1 82.7 110.2 54.2 81.3 108.4 eW 66" _37.5 86.2 114.9 87.3 109.1 120.0 116.1 120.0 75.2 112.7 120.0 73.9 110.9 120.0 66" 3&3 57.5 76.6 58.2 72.7 97.0 77.4 118.1 50.1 75.2 100.2 49.3 73.9 98.6 &> 72' 52.7 79.0 105.3 80.0 100.0 120.0 106.{ 120.0 6&9 103.3 120.0 67.8 101.7 120.0 24' � _99.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 79.8 119.7 120.0 120.0 1200 120.0 120.0 120,0 104.4 120.0 120.0 102.7 120.0 1200 a9 e4 JD" 116.7_ 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 66.5 99.8_ 120.0 101.1 120.0 120.0 120.0 120.0 87.0 120.0 120.0 85.6 120.0 120.0 � g 36" 97.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 114' 57.0 85.5 114.0 86.6 108.3 120.0 115.2 120.0 74.6 111.9 120.0 73.4 110.1 120.0 42" 83.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 109.0 120.0 120.0 107.3 120.0 120.0 48' 49.9 74.8 99.8 75.8 94.7 120.0 100.8 120.0 65.3 97.9 120.0 64.2 96.3 120.0 a Z 48' 78' 72.9 109.4 120.0 110A 120.0 120.0 120.0 120.0 95.4 120.0 120.0 93.8 120.0 120.0 54" 44.4 66.5 88.7: 67.4 8{.2 112.7 89.6 120.0 58.0 87.0 118.0 57.1 85.8 114.2 W eeelll 54' 64.8 97.2 120.0 96.5 120.0 120.0 120.0 120.0 840 120.0 120.0 63.4 120.0 120.0 60' 79.9 59.9 79.8 60.6 75.8 101.1 80.7 120.0 52.2 7&3 104.4 51.4 77.1 102.7 60" 58.3 875 116.7 8&6 110.8 120.0 117.9 120.0 76.3 114.5 120.0 75.1 112.8 120.0 24" 94.8 120.0 120.0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 O H 66" 530 79.6 106.1 80.6 100.7 120.0 107.2 120.0 69.4 104.1 120.0 6&3 102.4 120.0 W. 75.8 113.8 120.0 115.2 120.0 120.0 120.0 120.0 99.2 120.0 120.0 97.6 120.0 1204 ...1 72' 48.8 72.9 97.2 73A 923 120.0 98.3 120.0 63.6 95.4 120.0 62.6 93.8 120.0 36' 63.2 94.8 120.0 96.0 120.0 1200 120.0 120.0 82.7 120.0 120.0 81.3 120.0 120.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120' 54.2 81.3 10&3 82.3 102.9 120.0 109.5 120.0 70.9 106.3 120.0 69.7 104.6 120.0 30' 106.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 46" 47.4 71.1 94.8 72.0 90.0 120.0 95.8 120.0 62.0 930 1200. 61.0 91.5 120.0 30 ° a R 36' 90.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.1 120.0 120.0 118.2 120.0 120.0 54' 42.1 83.2 84.3 84.0 B0.0 106.7 _85.2 120.0 55.1 827 110.2 54.2 81.3 108.4 p � 42' 77.4 116.1 120.0 117.6 120.0 120.0 120.0 120.0 101.2 120.0 120.0 99.6 120.0 120.0 60' 37.9 56.9 750 57.6 72.0 96.0 78.8 115.0 49.8 74.4 99.2 48.8 73.2 97.8 C! 48' 84' 67.7 101.6 120.0 102.9 120.0 120.0 120.0 120.0 88.6 120.0 120.0 87.1 120.0 120.0 j d O 54' 60.2 90.3 120.0 91.4 114.3 120.0 120.0 120.0 78.7 118.1 120.0 77.5 116.2 120.0 2 1/2' 2 1/2" < E Q n 80' 54.2 61.3 108.3 82.3 1029 120.0 109.5 120.0 70.9 106.3 120.0 69.7 104.6 120.0 n C S 88' 49.2 73.9 885 74.8 93.5 120.0 98.5 120.0 84.4 96.8 120.0 63.4 95.1 120.0 _ 72" 45.1 67.7 90.3 68.6 85.7 114.3 91.2 120.0 59.0 88.6 11&1 58.1 87.1 116.2 7 0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 5' 5" 2 1/2" 5' 2 1/2" N 1 a 17< 2 1/2" p 30" 101.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 •120.0 120.0 120.0 120.0 s" -_II lll__--2--1/--2" 2 1/y 38' 84.3 120.0 120.0 120.0 120.0 120.0 120.0 12(1.0 110.2 720.0 120.0 108.4 120.0 120.0 5• 2 1/2' 2 1/2" CC w a 42' 72.2 108.3 120.0 109.7 120.0 1200 120.0 120.0 94.5 120.0 120.0 93.0 120.0 120.0 A3, AA3.HS.( CC3 A4. AAd,C4, CC4 46' 90' 63.2 94.8 120.0 96.0 120.0 120.0 120.0 120.0 827 120.0 120.0 81.3 120.0 120.0 54' 56.2 84.3 112.4 1 85.3 106.7 120.0 113.5 120.0 73.5 110.2 120.0 72.3 108.4 120.0 60' 50.6 75.6 101.1 7&8 96.0 120.0 102.2 120.0 66.1 99.2 120.0 65.1 97.8 120.0 r+ 66' 46.0 66.9 91.9 69.8 87.3 116A 92.9 120.0 60.1 90.2 120.0 59.2 8&7 118.3 ANCHORS TYPESSEE SHEET 7 FOR DESCRIPTION: TT 72" 42.1 832 84.3 64.0 80.0 106.7 85.2 120.0 55.1 82.7 110.2 54.2 81.3 108.4 A2 - (2)ANCHORS TYPE'A' AT EACH SIDE OF MULLION €H AA2- (2)ANCHORS TYPE 'M'AT EACH SIDE OF MULLION 4 24" 118.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0B2 (2)ANCHORS TYPE'B'AT EACH SIDE OF MULLION � c 30' 94.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 C2 (2 ANCHORS TYPE 'C' AT EACH SIDE OF MULLIONw 1S' 36' 79.0 118.5 120.0 120.0 120.0 120.0 120.0 120.0 103.31 120.0 120.0 101.7 120.0 120.0 CCP (2)ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION w 42' 67.7 101.6 120.0 102.9 120.0 120.0 120.0 120.0 88.6 120.0 120.0 87.1 120.0 120.0 A3 s (3)ANCHORS TYPE'A' AT EACH SIDE OF MULLION 48' 96" 59.3 1 8&9 118.51 90.0 1 1125 120.0 119.8 120.0 77.5 1163 120.0 76.3 114.41 120.0 AA3= (3)ANCHORS TYPE'AA' AT EACH SIDE OF MULLION W 54" 52.7 79.0 105.3 80.0 100.0 120.0 106.4 120.0 68.9 103.3 120.0 67.84 701.76140.0q �3 �(3) RS)a'8'AT EACH SIDE OF MULLION •>-'"n �3 r Q)�ICF�RS4TYPE 'C'AT EACH SIDE OF MULLION 60" 47.4 71.1 94A 720 900 120.0 950 120.0 620 93.0 120.0 61 91.5 i O.0 •60w (0)4ICHPR5•TYPE 'CC'AT EACH SIDE OF MULLION Wt W2 •� o N'r"= 66" 43.1 64.8 86.2 65.5 81.8 109.1 87.1 120.0 56.4 84.5 1127 55,54 83.2 101JO.9q • • • ••• • 72' 39.5 593 79.0 60.0 75.0 100.0 79.8 119.8 51.7 775 103.3 50 t6.J f 1.7 •A4 p (�)441CrypRS TYIJE'A' AT EACH SIDE OF MULLION Wt +W2 4. •AA4 (4)ANCHORSbWPE'AA'AT EACH SIDE OF MULLION WIDTH(W) 24" 111.5 120.0 120.0 120.0 120.0 120.01 120.0 120.0 1200 120.0 120.0 1204 120.0 120.0 C4 = (4)ANCHORS TYPE 'C'AT EACH SIDE OF MULLION 2 0 4 30' 89.2 120.0 120.0 1200 120.0 120.01 120.01 120.0 116.71 120.0 120.0 114.8 120.0 120.0 CC4= (4)ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION Ergr, KVAO AHMAD PRODUCT REVISED e 36" 74.4 111.5 120.0 112.9 120.0 120.0 120.0 120.0 97.3 120.0 120.0 95.7 120.0 120.0 FIA.PESIT 70592 a Ca°1pt�with 160 Flm�i&11" 42 -1� 63.7 95.8 120.0 96.8 120.0 120.0 1z0.0 120.0 83.4 120.0 120.0 82% �2l♦.R 120.0 ••ALL•e10 A14>kt0 -TO 468 SPACED AS PER ELEVATION. CAN.3S3B- A1I lance ON {1�F } 48' 55.8 83.6 111.5 64.7 105.9 120.0 112.7 120.0 72.9 109.4 120.0 7QF 11W.6 120. • • • • pati Data �7 0" b 54' 49.6 74.4 99.1 75.3 94.1 120.0 100.2 120.0 64.8 97.3- 120.0 R1.8 99.7 R0. • • • • • ' 60" 44.6 86.9 89.2 67.8 84.7 112.9 90.2 120.0 58.4 875 116.7 674# .1 114.8 •• ••• :• :• M 1m1i PtOdualClu dTOWillg no. Be 40.6 60.8 BtA 61.6 77.0 102.7 82.0 120.0 53.0 79.6 106.1 52.2 76.3 104.4 aV2014 W03-64 _ sheet 4 of-Wil • • • • • • • • • • • •• •• • • • •• •• i DOOR MULLION LOAD CAPACITY DOOR 14ULUON LOAD CAPACITY ANCHOR TOTAL AANMS z TYPES AT DO NOMINAL DIMS. M/0 REINF, NOMINAL DIMS. WITH RKINF. A ALDORA ALUM k I WIDTH(*) FRA11E NEGM ETD.(+)•Nt.I-) WGTH N FRAME HDGHT Elft.(+)A Nr.(-) ANCHOR TOTAL N0.OF ANCHORS M CLASS PRODUCTS "1 TYPES AT DOOR MULLION HEAD B OUTSWINC DOORS 30' 90.0 T4` 100.0 A C_ SEE SEPARATE NI: z 36' 90.0 30' 100.0 M -6 CC Q 1a 81-3/4' B 4 ALDORA ALUM h I 42' 90.0 36' 100.0 C 6 CLASS PRODUCTS fb-_ ___} 2 48" 90.0 42' W. 100.0 - 6 OUTSWINC DOORS _ v 30' 90.0 48" 100.0 _ _ _ SEE SEPARATE NOA F` r� '� 36' 90.0 54' 100.0 `) --- - 42' 90.0 60' 100.0 1 I 4a' 90.0 24' 100.0 i d / ; \ 1y[, / $0 1 i 30" 90.0 ]f1• 100.0ri 36' 91-3/4` 90.0 36' 100.0 FVx I 4Y 90.0 42` 84' 100.0 C 30" 90.0 48' 100.0 36" 98-3/4' 90.0 54" 100.0 9pi 42^ 90.0 60` 100.0 30• 90-0 24' 100.0 36" 97-3/4' 90.0--- 30' _ 100.0 42' 90.0 35' 100.0 I -- `•� "�"Jdl,1r v --' �P '� =1 FI- m c p m 100.0 48' 100.0 2 IA 54" _ 100.0 Wt ` W2 W2 W1 24' 100.0 7 WI + W2 7 WI W2 W1 + W2 30' 100.0 WIDTH (W) m 2 Win, (P) - 2 + 4 WIDTH (W) a 2 g a 36' 96' 100.0 ANCHOR TOTAL N0. UL ANCHORS ANCHOR TOTAL N0.Of ANCHORS Y 42` 100.0 _ TYPES AT DOOR MULLION SILL TYPES AT DOOR MULLION SILL ' 8 8 48" 100. A A0 M 24• 100.0 B 4 DOOR YUWON 30 100.0 6 - 8 ^ c Q 4 q TTTTH0ITI REINFORCING 36' 102- 100.0 I E- 42' 100.0 p� Ix8 M4 2 191 48' 100.0 0 8 Q 24' 100.0 K v J0• toe' 100.0 _ a J6' 100.0 -� 42' 100.0 24' 100.0 114' 100.0 T 36' 100.0 y Si 42' 100.0 o$ F� 24' 100.0 100.0 120' IOOA 42' 100.0 1413 •• ••• •• • • • •• q 0 Engrt JAVAO AHMAD P60D01-; EDE LriNL .e.,tyia8 with Oro Fb(Wa FIA.PE • • • 70 ucicepitlw9Ccam DOR YUW ••• •• •• •••_ ••• C.A.H. A• T4o17 WITH S a't REINPORCING • • •• • • • � �° v • ALUMINUM 5.i11 8N-4ISx IN-3 • •• • • •- • •• •• BY 937 X2:6191 ••• • • • • • AA,ami Pr9A1ct drawing no. STEEL 2.739817.J915 W03-64 IT.Duw.1.sR x 2.9 113.8153 NOV 2014 sheet $s o(�o . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSP DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF Rx y NOMINAL DIMS. TMH RRINF. NOMINAL DIMS. !1711 RRINF. NOMINAL DIMS. WITH RIIINF. NOMINAL DIPS. IO7R RRINP. w '� FRAME W-00 DOOR HE161IT WIDTH(tri) WIDTH(102) EXT.(+) FIVX HOCM DOOR HiCHT WIDTH(WI) WIDTH(W2) EXT.(+) FUME HOGHT ODOR HEIGHT WIOTH(WI) WOM(W2) EXT,(f) FFANE HEIGHT 00011 HEIGHT WIDTH(W1) WIDTH(W2) EM•(+) o INCHES INCHES INCHES INCHES INT.() INCHES INCHES INCHES INCHES INT.( ) WCHE5 INCHES INCHES INCHES W.() INCHES RICHES INCHES INCHES IM.() .L 3 30 100.0 30 100.0 30 )00.0 30 100.0 Q 60 _ 33 100.0 69 33 100.0 69 33 100.0 60 33 100.0 W e. 39 100.0 39 100.0 39 100.0 - 39 100.0 4 o 42 100.0 42 100.0 42 100.0 42 100.0 SA¢RL� 30 100.0 30 100.0 30 100.0 30 100.0 �! 72 33 100.0_ 72 33 100.0 72 _ 33 100.0 72 33 100.0 • 39 100.0 39 100.0 39 100.0 39 100.0 r 42 100.0 42 100.0 42 100,0 42 100.0 108 80 108 84 114 96 120 108 ryy 30 100.0 30 100.0 30 100.0 30 100.0 V �q 84 33 100.0 64 33 100.0 B4 33 100.0 84 33 100,0 Q a7 W 8C8 39 100.0 39 100.0 39 _100.0 39 100.0 42_- 100.0 42 100.0 42 100.0 42 100.0 3 LLz�s 30 100.0 30 100.0 JO 100.0 96 30 100.0 1 96 33 100.0 96 33 100.0 g8 33 100.0 33 100.0 9Zj .� 39 _ 100.0 39 100.0 39 100.0 [ -1 42 10010 42 100.0 30 100.0 ANCHOR TOTAL N0.OF ANCHORS repE5 AT DOOR MUL ION.HEAD 30 100.0 30 100.0 60 33 100.0 A - 33 100.0 60 33 Imo 39 100.0 M 8 80 39 100.0 39 100.0 42 100.0 C 8cc 42 100.0 42 100.0 30 100.0 8 33 g N n 30 100.0 30 100.0 72 33 100.0 GLASS ALUM& O L 3 RD 72 33 100.0 72 33 100.0 39 100.0 OUTSWING DOORS 3 g Y LL 39 100.0 39 100.0 42 100.0 SEE SEPARATE NOA CD Q N 42 100.0 42 100.0 120 96 30 100.0 �� I-_______ "b CL C3 114 80 30 100.0 114 84 30 100.0 33 100.0 Of V) 84 33 100.0 B4 33 100.0 84 39 94.8 ----------_ - �_ cLL 39 100.0 39 100.0 42 ^ 42 98.7 42 100.0 g6 30 _ 95.1 I M\ v vii a o� 30 100.0 30 100.0 33 92.4 F // ; A \\ 6 o�QQ 33 97.7 33 100.0 96 99 2 to 39 92.9 39 96.0 30 100.0 30 100.0 F 1 1 �• �, _ 60 33 100.0. 80 33 100.0 � � rc 39 100.0 39 100.0 42 100.0 42 100.0 1 \ j i, / 4 8• 70 100.0 70 100.0 By 72 33 100.0 72 33 100.0 _ Er-------^'`".�Yi I{8^, __ltllL 1 39 95.3 39 99.9 DOOR YfI1,U0N ___-- -- 42 92.8 42 94.1 1IT71 RRIN/O1. W • 120 80 30 94.3 120 84 30 86.2 Tx Irr"a 9:W"J W2 W7 84 JJ 91.7 64 33 93.5 ALUMINUM 5.8937 2.8191 n n . STEEL 2.73911 1.3915 ANCHOR TOTAL NO.OF ANp10AS 39 86.8 39 • 9EI• • • • 'ROTTAL•• TYPES AT DOOR MULLION SILL 0 S N i kSYL 13.8153 c•a n1 42 84.8 42 88.0• •• • • • • • M 8 . JO 86.0 30 $711• • • • ••• • 9 8 96 83.6 98 33 • • • • • • • • CC 8 Engr,JAVAO AHMAD PRODUCTREVISED q q CML or comgyo g.11h the Florida T • ••• •• -••• ••• ••• - �' 3378592 Building Code -CAN. 78- 3' • • • • • • AcaPtmee Nod r y •' • • •• • • • 131xvirmion Date ]7 • •• • • • • •• •• - By ••• • • • • • 2014 Mwni N drawing no. W03-764 sheet 6 of 10 • •• •• • • • •• •• V TYPICAL ANCHORS TYPICAL ANCHORS �� I SEE ELEV.FOR SPACNG , Iffy BUCK SEE ELEV.FOR SPACING WOOD ICHORS MEI 3 ' SEE R SPACING &DIST. FOSTRU O � 1 .. h-• EOG[DIST. 1 0 N N 0.1 1�k II 1 „Z 1 D I 1 WOOD BUCKS AND METAL STRUCTURE NOT BY 'ALDORA ALUMINUM & GLASS PRODUCTS' TYPICAL ANCHORS SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND c o 1 ° _ TRANSFER THEM TO THE BUILDING STRUCTURE. ' TYPICAL AN SPACING 8 r^ D N n l0 1 r 5 4 E 'A'- L/4" DIA. ULTRACO I BY 'FLCO' (Fu-177 KSI,Fy-155 KSI) ' $ CL a 1 I Z r INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I to 1-1/2" MIN. PENETRATION INTO WOOD a-c THRU 1 BY BUCKS INTO CONC. OR MASONRY I E17 1 1-1/4" MIN. EMBED INTO CONC. OR tar ^ c t © TYPE 'AA'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) vii a a >C DIRECTLY INTO CONC. OR MASONRY w c W toa c7j 4 SMS OR SELF NwNG SCREWS (GRADE 2 CRS)TO METAL STRUCTURESEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)UMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ATEEL IN CONTACT WITH ALUMINU 1RRTTTEEEI665))) ai R 0 1 TYPE 'C'- 5/16' DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) _ `4 INfO 2BY WOOD BUCKS OR WOOD STRUCTURES m= g 5 1-1/2" MIN. PENETRATION INTO WOOD 10 ill J 4 THRU ABY BUCKS INTO CONC. OR MASONRY SII ,1 •• is-4*"4MIN9 EMBED INITo CONC•OR MASONRY a e $ • • ••• • • • • • od�o TYPE - •' (Fu-177 KSI.Fy-155 KSI) o W .•• WCTL?VtO eV. 4R lASPIF ' _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY y Engr.AVAD AHKAD pRDUUC'1'liEViJr... q TYPICAL EDGE DISTANCE Fu CML 7 92 w-mplyMHwiththe11mWs - - 1•ICTo Co�CkCTE AIV MASOIV�= t/2" MIN. — JCN e OutWingOode ll •sINTO WOJIp STRUrol RE = 1• MIN. FOR 1/4" ANCHORS) I7 o ' • NNTOs1Y0lD 6TRtlCTURE•= 11/4"1AIN. (FOR 5/16"ANCHORS) v EOG[DIST. •. � P':• ••• :f3T0 ME%*-7ft1bRE = JA" MIS! Miopi p1cAlctCaotrol Browing no. rrPlCu WOOD AT HEAD, SILL OR owes sG - 0.55 Mw. 1 W03-64 SEE ELEV.FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheet 7 of 10 • • • • • • • • • • SHIM SPACE I 1/4'MAIL OREINFORCING 1/4';MAX. SHIM SPACE O 1 St IM SPACE WITHOUT ol L 0 00 WOOD BUCK 1 1 TYPICAL ANCHORS IZ SEE SPACING QQ V e, 2 FOR SPACING s s p IL .a TYPICAL ANCHORS ; SEE ELEY. METAL Q_ G. ____ ___ __ _ _ _ _ _ _— _ :• FOR SPACING STRUCTURE N � U O 3 C O ug1 � O.L.OPG. O.L.OPG. 3 j EXTERIOR o I$a z! Y UNIT WIDTH 0 uT EL eo TYPICAL ANCHORS < E M �o SEE ELEV.FOR SPACING n C aII OTYPICALANCHORS 3 E WITH 1/4"MAX. FOR PACING RdNFORCING SHIM SPACE [SEE E2 O 11 9 N9 N Z 7 I O I _ C €W u02 �a� •• ••• • • • • • •• 2 1Y�B c• • • • • • • • • • STRUCTURES c $ 12 • •• • • • • ••• • Cu u x O.L.OPG. D.L.OPG. yr. En .MYAD AHMAD _ CNX. PRI/UUCf RFV1S130 -FLA PE 70592 m cu"rAyiog with lho Flw do - - •:•- •0 0 0 0 •:• •:• C.A.N.3sm ^C ldhig Code 1 "t'rn• L �, S E halio4llele ••• • • • • • iemf ProQuelCanV•1 drawing no. NOV 2014 W03-64 .h—.. got 10 • • • • • • • • • • 990 • 0 0 ••• 0 0 1 n SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. ZO LOWER VALUES FROM DOORS NOA a OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. V RWITHOT EINFORCING QJ-NFw R INCfit Q O epq� I 14 lA 13 I Q h 3 ________________J MIAMI-OADE COUNTY APPROVED ! i LARGE MISSILE IMPACY RESISTANT TRANSOM 1 4 1�f_ ' i _-______- V c M b Q 'R I I z I f---------------- d.6 © WITHOUT WITH REIW RCING \ I ORCING a Oma 14 lA t3 o 0K V) 0 z MIAMI-RADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR iL---------------------------� - -------- y G ?G I b I I it i & 8 ILI�- I--------------------------- -i ----------- ----------------------------- -- -------------- - L--YY _ - s of rl,, I • .. . . •I r.,. 0 Engn JAVAD NOMAD 1 •� CNIL PRODUCT REVISED i • ••• •• ••• •••' ••• - FIA PE 70592 a I�PIYln9 with Ow F101IdM • • • • • • �N � Accepia-ceN-l4'Il12.Ob g r k • • .• • • • Ex irotiaa Day (, S Y .•• • . • • • ht�1 PtoA1e1 trot drawing no. 0 52014 W03-64 sh--t 9 of 10 • • • • • • • • • • 4.5_00 1TEY j PART j QUANTITY DESCRIPTION MATERIAL MAN?./SUPPLIER/REMARKS s .625= 1 SMI-001 AS REOD. FRAME HEAD/SILL/JAMB/MLLUON 6063-T6 SMITH MOUNTAIN �. IA SMI-005 AS REQO. DOOR MULLION 6063-T6 SMITH MOUNTAIN .7 .125 `2.087 \ 2 SMI-003 AS REDD. INTERMEDIATE SNAP-IN _ 6063-T6 SMITH MOUNTAIN 3 SMI-004 AS REDD. FLAT FILLER,4'LONG AT ANCHOR LOCATIONS 6063-T6 SMITH MOUNTAIN Q sd 4 ! SMI-002 AS REDD. GLASS STOP 6063-T5 SMITH MOUNTAIN 2. 0 5 SMI-GO1 AS REOD. GLAZING GASKET EPOM 70 t5 GLAZING RUBBER PRODUCTS p 1.750 .187 6 SMI-003 AS READ. SETING BLOCK(1/4'X 1/2'X 2'LONG) EPDM 70 t5 FRANK LOWE O v 7 1/4-20 X 2-1/4' AS REOD. MULLION SCREWS WITH NUF 8 WASHER - AT 9'FROM ENDS k 24'O.C. 6 8 X112 X 1-1/2' 2 PER CORNER FRAME ASSEMBLY SCREWS - HEX H SELF DRILLING 3.712 9 SMI-GO2 - ADHESIVE FOAM TAPE(1/4'X 1/27 - FRANK LOWE/BUTNICK --- V u 10 995 - GLAZING COMPOUND - DOW CORNING cy S I 10A 895/898 _ - GLAZING COMPOUND - PE_CORA _ ----- 06¢6<G OI LL MULLION 11 - - REINFORCING CHANNEL(STOREFRONT MULLION) STEEL_ 1-3/16"X 4=1/16'X 1-3/16'X 3/16"THK. (AWN A36, Fy 36 KSI) C �¢ 3687 12 - - - REINFORCING CHANNEL(STOREFRONT MULLION) STEEL 3/4'X 3-5/8'X 3/4'X 1/8'THK. (ASTM A36.Fy 36_KSI) Q Tqt 13 - - RpN'OftCING CHANNEL(DOOR MULLION) STEEL_ 1'X 3-15/1_8_'X 1'X 3/18'THK_(ASTM A36, Fy 36 KSI) .125 14 _--- _ REINFORCING CHANNEL(DOOR MULLION) ----STEEL 3/4'X 3-1/2"X 3/4'X 1/8"THK. (ASTM A36.Fy 36 K51) Q 0 i 0 '7� 1.685 - ^ O � 1�-3.22 LONG zi 2 S AT ENDS 3 FOj1 n Br n 0 .1252, �1.750� 8 Z c Y 3 .250 Q N CL 0 Otto ro 3.697 N Q LL PO LL125 ER 1 E a `° 750 1.188 3.712 4.500 6 w a .125- •18 3.625 4.063 .250 1A DOOR MULLION 1.000 �-- —,.Iso REINFORCING CHANNELS167 • • •• • • `" S STOREFRO __ .125 • •• • • • • 4116: c • • 1.625 3.938 3.938 3.500 1-.336 FRAME CORNEA E.y.:JAVAD AWARD PRODUCTREVI3CD 1 i 5�t f. 083 f�� _ • 000 ••• ••• t PE 1 70592 - Ba'CIVIL 0� RIe Fbrido .937 •7� \(" I' .7� • e • • • -CAA a338 A No 112.Ob g j_ JJ • ♦✓525 • • • piraLioa DMe ! E . . .. .. • • • • • • P1.0yNT� drOwmg no. t3 REINFORCING CHANNELS 14 WEDGE-IN ET ,� W03-64 O GLAZING STOP DOOR MULLION SCAL .1 sheet ip of 10 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • Mi13r4DE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOT g OA), %,ww.miamidade.uov/econonty eneral Impact Glass&Windows Corp. 290 West 78 Road Hialeah,FL 33014 { This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- 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. RER 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 e applicable builduig code...:. This product is approved rein, an =n * Flo rida Building-•: Code, including t 1 Velocity Hurricane Zone. ••••DESCRIP ON: Series"14000 B31MS"Clipped AluminuAPPROVAL - esistit•Clipped ..... • Aluminum Mullions",sheets 1,2, 3,4,5,6,6A,6B, 6C,7 and 8 through 60 of 60,d4tedA6/04/1„5,Ay4h •�;••• revision#1 dated 06/04/15,prepared by Tilteco,Inc., signed and sealed by Walter A.Tillit,Jr.,P.E,bdaring...... the Miami-Dade County Produc -=Imp cceptfaee tximber and • expiration date by the Mi i-Dade County ProduMISSILE IMPACT TING: Large and SmLABELING: Each unit shall aer'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 literatre. If any po urtion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0514.18 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0622.13 MIAM4DADECOUNTYIE Expiration Date: October 24,2018 I FTIM, Approval Date: September 24 2015 q1��1TJ� Page 1 1 General Impact Glass &Windows Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under previous NOA No. 13-0514.18) 2. Drawing No 15-158, Sheets 1, 2, 3,4, 5, 6, 6A, 6B, 6C, 7 and 8 through 60 of 60, titled"Series 14000.HMMS Impact Resistant Clipped Aluminum Mullions", dated 06/04/15,with revision#1 dated 06/04/15,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr.,P.E. B. TESTS 1. Test reports on: I 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 FBG,TAS 203-94 along with marked-up drawings and installation diagram of a series 14000 aluminum tube mullion system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7553, dated 10/03/13, signed and sealed by Marlin D. Brinson,PRE. - (Submitted under previous NOA No. 13-0514.18) ' •••••• ....% ...... . . C. CALCULATIONS ***:so .....• 1. Anchor verification calculations and structural analysis, complying 4vith FBC-2010, • prepared by Tilteco, Inc., dated 05/12/13,signed and sealed by Walter A. Tillrt;Jr., ••;••• P.E. .. .. .... ...... (Submitter)under previous NOA No. 13-0514.18) ..0::0 0• 2. Glazing complies with ASTM B1300.04 ' . . . . ...... .0000. • • 0 •0000• D. QUALITY ASSURANCE •• • 0 0• • 00 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Pe z,I.E. Product Control Maadner NOA No.15-0622.13 Expiration Date: October 24,2018 Approval Date: September 24 2015 t E-1 . k General Impact Glass & Windows Cow. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"Edition(2014), dated June 11, 2015, issued by Tilteco,Inc., signed and sealed by Walter A. Tillit, Jr.,P.E. 2. Statement letter of no financial interest, dated May 13,2013, signed and sealed by Walter A.Tillit, Jr.,P.E. (Submitted under previous NOA No. 13-OS14.18) G. OTHERS 1. Notice of Acceptance No. 13-0514.18, issued to R.C. General Impact Glass & Windows Corp. for their Series "14000 HMMS" Clipped Aluminum Tube Mullion - L.M.I., approved on 10/24/13 and expiring on 10/24/18. ...... . ...... •.•••• ...... . .. ..... . . . . . ...... ManuelP e ,P.E. Product Contro miner NOA No. 15-0622.13 Expiration Date: October 24,2018 Approval Date: September 24 2015 E-2 z k GENERAL NOTES AND SPECIFICATIONS: 8.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), WITH Fy- 25.0 kfii MINIMUM.THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR 1.CUPPED (INTERIOR OR END) MULLIONS, LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL RESISTANT COATED CARBON STEEL AS PER NG ND NT15001NS 8MWITH 50 kETAL TO s TYIELD STRETo BE NGTH NO 90 ksi TENSI304 LE STRENGTH AND SHALLR 316 AISI SERIES OR COMPLY ON DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 21374 (5th EDITION) OF FLORIDA WITH FLORIDA BUILDING CODE, SECTION 2411.3.3.4. BUILDING CODE. CLIPPED (INTERIOR OR END) MULLIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. 8. NO SHIM SPACE S ALLOWED FOR ANCHORING OF MULLIONS TO ALL SUBSTRATES. USING ASCE 7-10, AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.} DESIGN PRESSURE RATINGS DESIGN WIND LOADS SHALL DETERMINED PER SECTION 1820 THE ABOVE MENTIONED CODE, 9.ANCHORS USED FOR CONNECTION OF INTERIOR OR END CLIPPED MULLIONS TO EXISTING STRUCTURE SWILL BE AS FOLLOWS: LL T INDICATED ON SHEETS 7 THRU 60. (9A) TO EXISTING POURED CONCRETE: (Min. Vc-2846 psi) IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD DETERMINED PER ASCE 7-10 SHALL. _ 1/4' 6 ULTRACONS WITH 1 3/f'MIN. EMBEDMENT,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FIRST REDUCED TO A.S.O. DESIGN WEND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ 2 1/2'MAN. EDGE DISTANCE(E.D) AND 1 1/2'MN. SPACING. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 60. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAID.. AS TESTED, WERE NOT OVERSTRESSED,A 33% INCREASE IN (98) TO EXISTING CONCRETE BLOCK: (ASTM C-90) ALLOWABLE STRESS FOR WIND LOADS WAS NQT USED IN THEIR ANALYSIS. A 1.6 WIND DURATION FACTOR WAS USED - 1/4'0 ULTRACONS WITH 1 1/4'MIN EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR WOOD CONNECTIONS. W/ 2 1/2' MIN. EDGE DISTANCE (E0.)AND 1 1/2'MIN. SPACING. CLIPPED MULLIONS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201,TAS-202, TAS-203, PER (9C) TO EXISTING 2` P.T. WOOD BUCK: (SOUTHERN PINE WITH G-0.55) FENESTRATION TESTING LABORATORY, LAS REPORT / 7553,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, - 1/4'• ULTRACONS WITH 1 1/2'MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. W/ I-MIN. EDGE DISTANCE(E.D)AND 1' MN. SPACING. 2.THIS PRODUCT APPROVAL DOCUMENT(PAD.) APPLIES TO TWO OR MORE FENESTRATIONS MULLED TOGETHER IN (913) TO EXISTING STEEL(MIN. FY-33 ksi, MIN. THICKNESS= 0.0627 AND TO EXISTING ALUMINUM (MIN. Fy=25 ksi, ANY COMBINATION WHERE INTERIOR OR END MULLION IS CUPPED TO EXISTING STRUCTURE. MULUON'S STRUCTURAL MBI. THICKNESS= 0.125') ADEQUACY HAS BEEN VERIFIED WITHOUT THE CONTRIBUTION OF FENESTRATION FRAMES ATTACHED TO IT. - 1/4'TEL( SCREWS W/ 1/2' MIN. EMBEDMENT, AS MANUFACTURED BY RW/BUILOEX W/ 1/2''MIN. EDGE DISTANCE (E.O.) 3.1NSTRUC710NS TO DETERMINE REQUIRED n7icD I R!^A C„nvrn MULLION, AND 1 1/8-MIN. SPACING. USE MUWON/ANCHOR LOAD CHARTS ON SHEETS 7 THRU 29 &SHEET$ 41 THRU 60 AS FOLLOWS: (9E) ANCHOR EMBEDMENT AND EDGE DISTANCE TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE, PLYWOOD, ETC.) 10. (a)THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DUES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. STEP 1. DETERMINE&S.D DESIGN LOAD REQUIRED FOR PARTICULAR OPENING PER SECTION 1620 OF FLORIDA WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. BUILDING CODE. STEP 2. USE MIAMI-DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE A.S.D. DESIGN LOAD REQUIREMENTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION STEP 3. USE GLAZING PRODUCTS CONNECTION TO MULLION AS PER APPLICABLE PRODUCT APPROVAL. SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. STEP 4. USING CHARTS ON SHEETS 7 THRU 29 &SHEETS 41 THRU 60, SELECT MULLION WITH CAPACITY EXCEEDING (c)THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THE A.S.D. DESIGN LOAD SPECIFIED N STEP 1 ABOVE. SEE CLIP DETAILS ON SHEETS 4 THRU 6. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENCNEE STEP 5. USING CHARTS ON SHEETS 7 THRU 29 &SHEETS 41 THRU 50, SELECT ANCHOR CUP. AND CONNECTION OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. TYPE WITH A.S.D. DESIGN PRESSURE RATING LARGER THAN THE A.S.D. DESIGN LOADS DETERMINED IN STEP 1 ABOVE. 4. INSTRUCTIONS TO DETERMINE REQUIRED END CLIPPED M I ION• (e) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SELL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. USE MULLION/ANCHOR LOAD CHARTS ON SHEETS 30 THRU 40 & SHEETS 41 THRU 60 AS FOLLOWS: 11. MUWON'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF PROFILES. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: GENMRAL IMPACT GLASS a WINDOWS STEP 1. DETERMINE A.&D DESIGN LOAD REQUIRED FOR PARTICULAR OPENING PER SECTION 1620 OF FLORIDA MIAMI, FLORIDA. BUILDING CODE. MIAMID ADE COUNTY PRODUCT CONTROL APPROVED. SHEET i GEN STEP 2. USE MAMh1 ERAL NOTES AND INDEXDADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE AS.D. DESIGN LOAD REQUIREMENTS. 2 INSTALLATION ELEVATIONS STEP 3. USE GLAZING PRODUCTS CONNECTION TO MULLION AS PER APPLICABLE PRODUCT APPROVAL THIS DRAWING SHALL ONLY BE USED TO 3 CUPPED INTERIOR & END MULLIONS OBTAIN PERMITS IN THE STATE OF FLORIDA 4 CLIP TYPES C11 THRU C4 STEP 4. USING CHARTS ON SHEETS 30 THRU 40&SHELL'S 41 THRU 60SELECT MULLION WITH CAPACITY EXCEEDING TYP HO UP MLS R INTERIOR& EHO MULLIONS , THE A.S.D. DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. SEE CLIP DETAILS ON SHEETS 4 THRU 6. 6 E. SCHE UL OR CLIPS 6A MULLIONS CHARTS.SCHEDULES STEP 5. USING CHARTS ON SHEETS 30 THRU 40&SHEETS 41 THRU 60, SELECT ANCHOR CUP, AND CONNECTION •• ••• • • • • • •• 6B MULLIONS CHARTS SCHEDULES TYPE WITH A.S.D. DESIGN PRESSURE RATING LARGER THAN THE A.S.D. DESIGN LOADS DETERMINED N STEP 1 ABOVE. • • • • • • • • • 6C MULLIONS TS SCHEDULES 5. ALL GLAZING PRODUCTS WAISCPGI •• ••� , • • • 7 THRU 29 CU PD N RON S C . C CI/C2 WIND LOAD, IR ANDTENFTRON. FORCED RESAT, SAFEGUARDS. EC. •APPROVED REQUIREMENTS I.E. THRU 40 CUPPED END �j THRU 60 I D TERK)R &O CHARTS. qLIONS CHARTS CUP C4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone PROWCT REVISED S •26,6 T,LTM Dta SERIES 14000 HMMS IMPACT RESISTANT tNMwx,n- THE USE of THIS APPROVAL Is RESTRICTED sor_ACes 5 r N •' CLIPPED ALUMINUM MUTONS T.R.L. TO A WRITTEN AUTHORIZATION FROM GENERAL A °; '� �'' .# WET Te, De,D.,,S IMPACT GLASS AND WINDOWS a� :Trg IL E C O INc. n.3X14 DATE gy • ,Aj / • TI TEWTWO E:ENOII 9040 09MPANY n0C?am-o Mi t RM PTGO,tcl FS ��{aA Al •me ' T=,�,wew«='.'T,as � ... 1&168 EB-00LLff 4 a.01 wuMlgl O w xsAn Iu, DRAWING N. MIAMI DARE COUNTY P. WAL7A D ntc, 41 P.E. w�•'� .{47Tq SNEET t Di 80 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SEE NOTES L 2/1 xuWINuy (am ) END CUPPED MULLION �L ALUAetIIM INTERIOR CLIPPED MULLION ALUMINUM INTERIOR SEE NOTES 2/1 a 5/1 CUPPED MIALIOHSEC (TRANSOM,) � 2NUMEND CUPPED MAlIOH CLIPPED�MILUON ALLUMRNUM IMERIORMULION sEE NOTES �iH&,T (mW1SEE NOTES 2/1 !5/1 -OPTIONAL ALUMINUMLr MULLION SPAN(SEE SCHEDULE) ) END CUPPED MIRLON SEE NOTES 2/1 a 5/1 lr MULLION SPAN(SEE SCHEDULE) U MULLION SPAN(SEE SCHEDULE) (SMHO DOORS) FOR=INTERIOR 14TH )- 2 F'pR pRE�pR�TMM (tA110M5 2 ! r jEY MR110N5 2 =WARY=)(D)-14!1 OR 92.RESPECNELLY WpRH(p FDR END Mt>tiroNS 2 2 FO AAD MULLIONS)-In OR ffi 'RESPECIT40-LY INSTALLATION ELEVATION W/ INSTALLATION ELEVATION W/ VERTICAL INSTALLATION ELEVATION W/ HORIZONTAL INTERIOR G IPP 0 MULLION ION INTERIOR AND OPTIONAL END HORIZONTAL INTERIOR CLIPPED MULLIONS AND OPTIONAL END CLIPPED MULLIONS ALUMM M INTERIOR CLIPPED MULLION ALUMINUM INTERIOR CUPPED MIAUDN / '/, / / �// '//• / ' / END LIPPED EITHER JAL® / \ ALUMINUM INTERIOR CUPPED MINLION OPTIONAL ALUMINUM END CUPPED MULLION �W( Vl Vl W2 W2 W2 \ / L-MULLION SPAN(SEE SCHEDULE) SEE NOTES 2/1 a 5/1 (sUgNO OIASS DOORS) iRiBUTAk(WD:H(rob)-In +W2 FOR iNTEftlOR YIALIONS 2 VI W2 W2 WI-1 TRIBUTARY WDTN(b)-11 OR MM SEE NOTES 2/1 a 5/1 •• 000 • • • • • •• FDR QD MU11101R 2 2 L-MULLION SWUM(SEE SCHEDULE) (STWIM DOORS/SIDEUEES) • .Ri/ • • • • TTiIBUEARY nDnt(b)>.w,±rn • Of 'WTI • 1NSIALLATIONERIOR AND ELEVATION W/PEQ MULLIONS MRERIOR MULLIONS2 ' NSF s• � .. INSTALLATION ELEVATION W/ VERTICAL J FLORIDA BUILDING CODE (High Velocity Hurr(cons Zone INTERIOR AND OPTIONAL END CUPPED PRODUCT REMED qq :�* ants TILTCCOINR SERIES 140DD HMMS IMPACT RESISTANT DRAMA BY: MULIJONS ItslxnTplyi wilb&a rF1� ND' _ _ CLIPPED ALUMINUM MULLIONS ,�y//�L •• • y !JILL p>>nL:s ND I5-ore KF.lL�• 11c• • •• ! 200 9EST 75 MWD 06/01/15 mEsa UGe /�� `� • '� E C O INA. RNI Ll (]03)�560 tei0s DATE ��. Ta irr Triam a ENGINEERING COM►ANr rA7e(JOS)650- Sy *......�� •• a•1.s.sl.sm,won oxmorT;w asTn OenrWmley- m.i ProdlN �' �..� • "'f>es�»-1610.r., osslsn-m1 t. tsars 16.158 -158 Ilre.e 19 DMAWINC x. E9-0005]19 WM11 DARE P.E. RE/DATEj mowA.uexA'bi-E. SHEET 2 OF tb • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR AND END MULLIONS (EXCEPT AS - E D ,-2.000"--I ,— . Do"—, -11.000"F- --11.000"r F-2.000• -1.000"r 375- f f 6.000• 6.000" r` 4.000" 4.000" I 4.000" 3.000" 41 125' 125" 125" 125" 125' (TYP. (TYP. (TYP. (TYP. MP. 250" (TYP. O »1 x3,x1/8„ O 'k1 4'x1 f8•, © �•• » » O 2"x4" 8» O » 6» » » » » 6063-T6 ALLOY 6063-T6 ALLOY 6063-TB ALLOY 60 6 ALLOY 6083-T8 A LAY F 6063-T8 ALLOY 4-000' V125" 4.000" I- 4.000'—� r-3.000_.�� 6.000" '4.000- 4.000" 3.000" 125' 250" 250" 627' (TYP. •• ••. e e e e e e• 45' VERTICALANTERIOR © 3"x3"xt/8" O I »' " � � • MULLION ONLY 8083-T6 ALLOY 6063-T6 ALLOY •• •- .�7IA ..• •• 6063-T6 ALLOY P�' J✓ . •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVISED : e201s TRIEW INC. SERIES 1400D HMMS IMPACT RESISTANT ascomplyfoy,dWi0lnod& • = CLIPPED ALUMINUM MULLIONS IXrx Acaplmcer»15oR�. • ._«>Rtrb. Y•• 2wWEST 7s ww 06/04/15 '°"°'ks�" IL E C O tnc. Ham, �.� Er�E� (�, 55"M do- • .��. / t'� lxl/r ama�nRgo t rHmummej%A. 5ess C(Jos s -sass lM�1 PrOAutt • 0� �Z��1a�;:'�� • ��.i P�7r+ls-1a>o°n.�+(�1-ISJi"°° r� swore W"''pe"' 15-156 • .-.EB x00671.a. .,�.� ... - aw ORA H9 K. ®-0006719 �1Y IAMI OADE CIX1N1Y �(` TE WALTER A JIEIJf h. r.[. 9HOET J W 60 fLORAH '.111 7 ••• • • • • •e• • • • ••••• • • • • • • (2)/10 x 1/2 F.H.SMB(MOUNTRIG SCREWS)EA.SIDE O 2'O.C.O®t O J'O.C.O OTHERS MUUgN4 MUILONOA 71 o 0.125' 0.125' SZ II TYPE t IOP - t5 I CLIP/SCHEDULE FOR C1, C2, C3 & C4 CLIPS MULLION REQUIREMENTS FOR CUP USE a Q 6TypE m m n c C1 Q2 C3 04 X 23 32 1• 4 15/32" 2 2;7332* NOTE 1 NOTE 1 NOTE 2 NOTE 3 aI n `r TRATE23/32- 1' 4 15/32" 3 23/32' NOTE 1 NOTE 1 NOTE 2 NOTE 3 -I� 23/32` 1• 4 15/32" 3 7/32` NOTE 1 NOTE 1 NOTE 2 NOTE 3 I I 1 t 2.000" {—2.000' 1.000' 1 23/32" 2" 5 15/32- 3 23/32- NOTE 1 NOTE 1 NOTE 2 NOTE 3 ALUM L(2)2k2kI/ek'e(c-LENWIN) (Typ-) 2,000• 1 23/32" Q' S 15/32" 5 23f32" NOTE 1 NOTE 1 NOTE 2 NOTE 3 O Cf TYPE 1 'CLIP ELEVATION (SEE ANCHORS 9/1) 1 15/32- 1 7/8" 5 15/32" 5 15/32' NOTE 1 NOTE 1 NOTE 2 NOTE 3 G 2 23/32 3" 6 15/32' 2 23/32- NOTE 1 NOTE 1 NOTE 2 NOTE 3 e063-r6 ALLOY3 15/32" 3 7 8 7 7/32" 3 15/32- NOTE 1 NOTE 1 NOTE 2 NOTE 3 (z)/10 x 1/2 F.H.MIS(NOU ( 3 15/32" 3 7/8- 7 7/32- 5 15/32' NOTE 1 NOTE 1 NOTE 2 NOTE 3 scREws)FA SOE o 2'D.C.a VARIES N/A N/A 2 23/32" NOTE 1 N/A N/A N/A 3'O.C.O OTHERS S NLL 0 Oj o I I TYPE 2 CLIP® NOTE 1: USE ALWAYS AT INTERIOR MULLIONS (SEE CHARTS SHEETS 7 THRU 29) IQ -n' I I NOTE 2: USE ONLY AT END MULLIONS (SEE CHARTS SHEETS 30 THRU 40) Q NOTE 3: USE AT END OR INTERIOR MULLIONS (SEE CHARTS SHEETS 41 THRU 60) 25" go I 6m (2)/10 x 1/2 F.H.SIG(MOWING MLLLIONOTHRU dON of --� SUBSTRATET SCREIYS)UL SIDE•2"O.C.O®t O 0" 3'O.C.O 07NM MULLIONSMUILONOA 119tL10JCUPS®THRU--{ (— 4 CLIPEND ) mIIMOUNTING SCREWS (BEE NDTE 0/7) __ __.�TYPE OPTION W/ 0.125'_. (TYP.) o o O (2) 10 x 1 1/2(1'MUU"S)OR N SUBSTRATE —,- SUBSIPATE (2) 70 x 2 1/4'(2'MUI11D115)OR 10 x 3 1/4'(3'MULLIONS)OR (2)/10 x 4 1/4'(4'MILLIONS) —ANCHORS(BEE NOTE 9/1 0.125' F.N.SMS(MOUNTING SCREWS) 'rK x 2'x S:(—LEm TH) (SEE NOTE 9/1) AND ORSSHIC(8) rA.SIDE O 2'o.c.O t 3'O.C. MLL UONO7NBU JO EQ. �I— EQ. E.D. 0.125" O OTN MILLIONS TYPE 3 CUP 0 C4 TYPE 4 CLIP ELEVATION ' ALUM L 2•x3'xl/eke ALUM L 2k7/6k1/e•x'e ( I O 6063-Te ALLOY (<-Lr1aTx) ALUM 1'WOE MULLIONS I 'r °P710N W/' ® TYPICAL SIDE VIEW k OF CLIPS 4 MUM L 2'x1 1/Yxt/eke Q e 2'WOE UIILLIONS 4y' '1 �,$ OALUM 2Nr.ileve S L ' " SUBSIRAIE CLIP TYPES FOR MULLION CONNECTIONS TO - -I--I-1 7/6• 7/8• / •• ••• •EXISTING• STRUCTURE AND TYPICAL ELEVATIONS 3�• 1 1/2.OR 3" o" 3.000 OR • • • • • • • • • ©TYPE 3 CLIP ELEVATION ANCHORS 1 T/ 3- ••• •: •••N1.N' .'. •' 6083-Te ALLOY OPTION w/CLIP (SEE NOTE 9/1}• •• (1 �• '• ® �T✓ ��i • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRDDtICF fEeV14P11 ants mmit mc. SERIES 14000 HMMS IMPACT RESISTANT DRAWN BY: incbmoyigWN666f'l9Eide _ CUPPED ALUMINUM MULLIONS_ FJLL. AN;NxpYnoe ND 15' 1.� • •. �x /► 290 WEST 76 RNMD oe/o4/l s • of •�-AIL E C O df>tc. XD1iAL/FL 3M14 QAtt !y Date /^Jy'L!/yy >MC• _ • • Pxorx.(3m�etm • is '• tEaT TWIN0 4 ENON[WNO COMPANY PAx:(xs bse-8063 'Q� l .1M. G.,axL W10YM GWODQ R 4a1M MI Product "r•••'.•� Y`;'� f+:(xa'i6�7eaoruM�mHn-tan vw ,me0n Op1A (5-156 DRAWING N. ®-0000719 ALALIA DARE COUNTY TE WALTER A.11LUT A. P.E. SHEET 4 Or DO _ FLONOA 44f 147 Ifll ••• • • • • ••• • • ••• • • • •• •• MULLION ® ©OR0 ®OR® JO MULLION e e e e fCt ONLY ALLOWED rj� b b b b t /a 0 ac;f 0 f ffTTT O o f O acf ' 0 p b 00 b 0 bO N=4 NCHOR N= S N=8 ANCHORS N=10 ANCHORS C� NTERIOR N INTE 0 M10 ® INTERIOR MULLION 0 INTERIOR MULLION 45' VERTICAL/INTERIOR Q •,•WW MUUUON 1/2 ., ,�� ,/r•, WwE Muu,DM ON W N= ANCHORS 3/4'•2• 3/4'•1'WIDE MULUDN ]/4'•1',NDE MLUMN ]/P O Y IRDS MIALDN 1 1/2••Y 1 4'WOE MaUON i 1/Y•S'!4'Wla MuulaR 1 1/Y•]•k 4•WOE,RELDN i I/Y'•]•d 4'WwE Muum 1' 1' Ci LIP am b 0 b 0 a 0 a 6 0 J f f a c O f c a 0 f c a 0 MUWON 0 ® a 0 ® a 0 ® a O ® ©ONLY ALLOWED b b b b 0 r I• ® e 0 e ® • N=4 ANCHORS N=6 ANCHORS N=8 ANCHORS N=10 ANCHORS ID ONLY END MULLION ONLY END MULLION ONLY END MULLION ONLY END MULLION ° (OPTION 1) (OPTION t) (OPTION 1) (OPTION 1) t a 0. MULLION e e e e ID (Iyp.) Eo.Ea b b b b 45' VERTICAL/INTERIOR Q MULLION Wj 6 ANCHORS If c IF c a 0 f c a f c a b N=2 ANCHORS @ N=3 ANCHORS ® N=4 ANCHORS ® C ORS ® TYPICAL A N C H 0 R/C LI P DETAILS INTERIOR OR END INTERIOR OR END INTERIOR OR END :IN : -FOR INTERIOR & END MULLIONS MULLION MULLION MULLION • • • ••• • (SEE SHEET 6 FOR °, b, c, ado f DIMENSIONS) T I (OPTION 2) (OPTION 2) (OPTION 2) •• •• )T 1 k • •• ••• FLORIDA BUILDING CODE (High Velocity Hu cons Zone PRODUCT REVISED v e••,., ezom ntroD D4a SERIES 14000 HMMS IMPACT RESISTANT DRaWN m: a+ WYWM+A CLIPPED ALUMINUM MULLIONS FAL., — Bw'1diR;Code- �;••y��.�C� I •- • . Aeeeptnu N•I b�i.� Tom_ i` '�__•�7; • xaD,�csr�s Rnn oeO'n Ex Dak ��y :* �L ECO.Na. FL�,• DdaE �j$$ DOFF Kj� TIS nmNO!ENOMLEMNa COMMNY rAf(<�Sye-seep OY • • `V y• "� aw:. w.w�.�RwM woac R a,us sem 15-158 • t- rte. �'o,-Ian.rw s fwOm-Ian N4$ Wwsw M' ado 0••, iR : \/ • • s-.r:gsww.w:: DRAWING M TE w-Dooe I WA"Mi DADE COUNTY W"LORM t,c 4fbR•FsxEEr s aF eo ••• • • • •• •• ANCHORS CLIP/SCHEDULE FOR CLIPS C1, C2, C3 & C4 * (SEE SHEETS 4 & 5) TUBE CLIPS W/ "N" ANCHORS (TOTAL) INTERIOR & END DIMENSIONS N=4 CUPS TYPE & N=6 CLIPS TYPE & -8 CLIPS TYPE & N=10 CLIPS TYPE & CLIPPED MULLION TYPE N=2 CLIP TYPE N=3 CLIP TYPE N=4 CLIP TYPE N=5 CLIP TYPE e f 0 b C a b C a b C a b C A 1" 3' 1 23/32" 1/2" 2 23/32" - - - - 8 1" 4" 3" 11/32" 3 23/32" 1 11/32" 1/2" 3 23/32' - - - - - - C 1" 4' 2 7/32" 1/2 3 7432" 1 3/32" 1/2" 3 7/32' - - - - - - D 23" 11/32" 3 23/32'Il 11/32- 1 2" 3 23/32" - - - - - - E 6" 4 -217-3-2 1/2" 5 23/32" 2 11/32' 1/2" 5 23/32* 11 9/16" 1/2" 5 23/32" - _ _ F 2" 6" - - - 2 7/32" 1/2" 5 15/32" 1 15/32" 1/2" 5 15/32" 1 1/8" 1/2" 5 15/32" G 3" 3' 1 23/32" 1/2" 2 23/32" - - - - - - - - _ H 4" 4" 2 15/32" 1/2' 3 15/32" 1 7/32" 1/2" 3 15/32" - - - i ---m I - - 1 46" 4 15/32" 1/2" 5 15/32" 2 7/32" 1/2" 5 15/32"11 15/32" 1/2" 15 15/32" 1 1/8" 1/2" F5 15/32" J - 4" 3" 11/32" 3 23/32" 1 11/32" 1/2" 13 23/32"1 - - - - - - •• ••• • • • • • •• .tom``��V vt✓�. ••• •• • Q.... LENS •':t "� FLORIDA BUILDING CODE (High Velocity Hurricane Zone 44167 L "0.5 r`nG0 '� SERIES 14000 HMMS IMPACT RESISTANT DAWNW._ mcw- 04 ilAWOFICIN ��•i • ; NO �t I • • CLIPPED/LLUMINUMMULLIONS ritE app 15�� .139 �_'�" � • • "D WW 74 Mom 05,041x5 M an� _ IL E C O me. Hwwn_330,4 DAN i • PNONE: eee-4103 �,: •• nan TcsnMo«cMa11u1NNo cawlPAKr ru 554 4445 AAy '� !� \ •• 4v ..arim.ic�"r(r.�Li.ui aiw ww� wic04s I0m1 0d0PE4d00t �F ••......r C� 4 • • '°b .....w...,� mK N. ED-000en• IAMI DADS C t E�DAiE WALIER A'U,. 1UA 47 P.E. SNEE7 4 0/44 u.ulh7 ••• • • • • ••• • • MULLION CHARTS SCHEDULE MULLION CHARTS SCHEDULE INTERIOR MULLIONS CHARTS INTERIOR MULLIONS CHARTS SHEET CHARTS CODIFIED MULLIONS CLIPS No. OF ANCHORS SHEEP CHARTS CODIFIED MULLIONS CUPS No. OF ANCHORS SUBSTRATE N- SUBSTRATE No. DESIGNATION (SEE SHEET 3) (SEE SHEET 4) (SEE SHEET 5) No. DESIGNATION (SEE SHEEP 3) (SEE SHEET 4) (SEE SHEET 5) A—C1 C2—N=4—WOOD A C1 C2 4. WOOD A—Ci C2—N=4—CONC A C1 C2 4 CONC 7 B—C1 C2—N=4—WOOD B C1 C2 4 WOOD 18 B—C1 C2—N=4—CONC B C1 C2 4 CONC C—C1 C2—N=4—WOOD C Ci C2 4 WOOD C—C1 C2—N=4—CONC C C1 C2 4 CONC 8 D—C1 C2—N=4—WOOD D C1 C2 4 WOOD D—C1 C2—N=4—CONC D C1 C2 4 CONC D—C1 C2—N=6—WOOD D Ci C2 6 WOOD 19G—C1 C2—N=4—CONC G C1 C2 4 CONC 9 E—C1 C2—N=6—WOOD E C1 C2 6 WOOD H—C1/C2—N=4—CONC H Ci C2 4 CONC E—C1 C2—N=8—WOOD E C1 C2 8 WOOD 20 E—C1 C2—N=4—CONC E C1 C2 4 CONC 10 F—C1 C2—N=8—WOOD F C1 C2 8 WOOD E—C1 C2—N=6—GONG E C1 C2 6 CONC F—Ci C2—N=10—WOOD F C1 C2 10 WOOD 21 F—C1 C2—N=6—CONC F C1 C2 6 CONC 11 G—C1 C2—N=4—WOOD G C1 C2 4 WOOD F—C1 C2—N=8—CONC F C1 C2 8 CONC I—Ct C2—N=10—WOOD I C1 C2 10 WOOD I—C1 C2—N=8—CONC I C1 C2 8 CONC 12 J—C1—N=6—WOOD J C1 6 WOOD 2 2 J—C1—N=4—CONC J C1 4 CONC A—C1 C2—N=4—BLOCK A C1 C2 4 BLOCK A—C1 C2—N=4—STL AL A C1 C2 4 STL AL 13 B—C1 C2—N=4—BLOCK B C1 C2 4 BLOCK 23 B—C1 C2—N=4—STL AL B C1 C2 4 STL AL C—C1 C2—N=4—BLOCK C C1 C2 4 BLOCK 24 C—Ct C2—N=4—STL AL C C1 C2 4 STL AL 14 D—C1 C2—N=4—BLOCK D C1 C2 4 BLOCK C—C1 C2—N=6—STL AL C C1 C2 6 STL AL F—C1 C2—N=8—BLOCK F C1 C2 8 BLOCK 25 D—C1 C2—N=4—STL AL D C1 C2 4 STL AL 15 E—C1 C2—N=4—BLOCK E C1 C2 4 BLOCK D—C1 C2—N=6—STL AL D C1 C2 6 ST! AL E—Ct C2—N=8—BLOCK E C1 C2 8 BLOCK E—C1 C2—N=6—STL AL E C1 C2 6 STL AL 16 G—C1 C2—N=4—BLOCK 1 G C1 C2 4 BLOCK 26 E—C1 C2—N=8—STL AL E C1 C2 8 STL AL H—Cl C2—N=4—BLOCK H C1 C2 4 BLOCK F—C1 C2—N=8—S AL F C1 C2 8 STL AL 1-11 J—C1—N=4—BLOCK J C1 4 BLOCK 27 F—C1 C2—N=10—STL AL F C1 C2 10 STL AL 28 G—C1 C2—N=4—STL AL G C1 C2 4 STL AL I—C1 C2—N=10—STL AL I C1 C2 10 STL AL J—C7—N=6—STL ASTL AL29 •• ••• • • • • • •• •• •: t��ItulYut�N••• • •• ••&J,'` A.4ylw4y ••• •' L�� FLORIDA BUILDING CODE High Velocity Hurricane Zone) • • . = 07016 TOM 6N« SERIES 14000 HMMS IMPACT RESISTANT DR,WM er: PRODUCT Rr�1S'r.D 4 7 _ - m csmplYlDt"^��NlorMr •• �, � CLIPPED ALUMINUM MULLIONS Nei Ig. •13• . '�•• no wm 7e Rw 09/0409/04/1.5.._ _ ,. -1 O NPFNI R 33014 DATE & •f•i01 _ I (30S N" • -V}O. Twit TCS71N0!mcbmRIND cOYPARY 103 PHL•(306 651-1666 •1R /•� .•� • o>� au.fL,a.xa www wm0e.n uta am 15168 IIy Q '[ :'r (165J6i1-Imo.r.(aosp�l-1m1 06 ,gy3i t.•60�6 MinOi pm,INOt CeNtd �' • •-na 0,..o..r.•,. DRAWING No F9-OD0 l W41 DADS COIMIY d AiE wAlTnt A TSIII`1.�P.EIF SN[Cr-—— RMDA••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MULLION CHARTS SCHEDULE MULLION CHARTS SCHEDULE END MULLIONS CHARTS END MULLIONS CHARTS SHEET CHARTS CODIFIED MULLIONS CUPS No. OF ANCHORS SHEET CHARTS CODIFIED MULLIONS CUPS _ No. OF ANCHOR No. DESIGNATION (SEE SHEET 3) (SEE SHEET 4) (SEE SHEET.5) SUBSTRATE No, DESIGNATION (SEE SHEET 3) (SEE SHEET 4) (SEE SHEET 5) SUBSTRATE A—C3—N=4—WOOD A C3 4 WOOD A—C3—N=4—CONC A C3 4 CONC B—C3—N=4—WOOD B C3 4 WOOD B—C3—N=4—CONC B C3 4 CONC 30 C—C3—N=4—WOOD C C3 4 WOOD 3 5 C—C3—N=4—CONC C C3 4 CONC- 30 C C3 6 WOOD D—C3—N=4—CONC D C3 4 CONC D—C3—N=4—WOOD D C3 4 WOOD G—C3—N=4—CONC G C3 4 CONC D—C3—N=6—WOOD D C3 6 WOOD E—C3—N=4—CONC E C3 4 CONC E—C3—N=6—WOOD E C3 6 WOOD 3 6 E—C3—N=6—CONC E C3 6 CONC 31 E-C3—N=8—WOOD E C3 8 WOOD F—C3—N=6-CONC F C3 6 CONC F—C3—N=8—WOOD F C3 8 WOOD F—C3—N=8—CONC F C3 8 CONC F—C3—N=10—WOOD F C3 10 WOOD H—C3—N=4—CONC H C3 4 CONC 32 G—C3—N=4—WOOD G C3 4 WOOD 37 1—C3—N=8—CONC I C3 8 CONC 1—C3—N=10—WOOD 1 C3 10 WOOD A—C3—N=4—STL/AL A C3 4 STL/AL A—C3—N=4—BLOCK A C3 4 BLOCK B—C3—N=4—STL/AL B C3 4 STL/AL B—C3—N=4—BLOCK B C3 4 BLOCK 38 C—C3—N=4—STL/AL C C3 4 STL/AL 0,5 C—C3—N=4—BLOCK C C3 4 BLOCK C—C3—N-6—STL/AL C C3 6 STL/AL D—C3—N=4—BLOCK D C3 4 BLOCK G—C3—N=4—S AL G C3 4 STL/AL F—C3—N=8—BLOCK F C3 8 BLOCK I—C3—N=10—STL/AL 1 C3 10 STL/AL E—C3—N=4—BLOCK E C3 4 BLOCK D—C3—N=4—STL/AL D C3 4 STL/AL 34 E—C3—N=8—BLOCK E C3 8 BLOCK D—C3—N=6—STL/AL D C3 6 STL/AL G—C3—N=4—BLOCK G C3 4 BLOCK 3 9 E—C3—N=6—STL/AL E C3 6 STL/AL H—C3—N=4—BLOCK H C3 4 BLOCK E—C3—N=8—STL/AL E C3 8 STL AL 40 F—C3—N=8—STL AL F C3 8 STL/AL F—C3—N=10—STL AL F C3 10 STL AL •• ••• • • • • • •• • •• • • • • ••• • ��....., / FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRDDUCT REVISED ;'VC S orale MTM wa SERIES 14000 HMMS IMPACT RESISTANT DRAM M. ®Wrap,' xtW�FlaiY '% CUPPED ALUMINUM MULLIONS _ ra1. - BDUdD>4 �i-o6Z'�1�3• S X : `,r--- *= IL ECOIMC. P tt "e»;Ds 99 ttl, • • Tuff WAMD•Dmmu mo eavARr nuc(roe ase sera u p.. • •,: ....: ,:x1 u.es�.a: 'i-,eei ewe$, .sou E9-0006719 AMI DADS C01JN77WALTER A,THM Jr..P.E. 4~ FLOMDA Ue.44167 SWT 01-01 0:0 - •.• • • • • •..�NVFINNII�� • •• •• • • • •• •• 0 MULLION CHARTS SCHEDULE MULLION CHARTS SCHEDULE INTERIOR & END MULLIONS CHARTS INTERIOR & END MULLIONS CHARTS SHEET CHARTS CODCODIFIEDNo. OF ANCHORS ED MULLIONS CUPS N= SHEET CHARTS CODIFIEDNo. OF ANCHORS ED MULLIONS CLIPS __ No. DESIGNATION (SEE SHEET 3)(SEE SHEET 4 SUBSTRATE No. DESIGNATION SEE SHEET 3)(SEE SHEET 4 N SUBSTRATE (SEE SHEET 5) (SEE SHEET 5) A—C4—N=2—WOOD A C4 2 WOOD A—C4—N=2—CONC A C4 2 CONC 41 B—C4—N=2—WOOD B C4 2 WOOD 50 B—C4—N=2—CONC B C4 2 CONC C—C4—N=2—WOOD C C4 2 WOOD C—C4—N=2—CONC C C4 2 CONC C—C4—N=3—WOOD C C4 3 WOOD D—C4—N=2—GONG D C4 2 CONC 42 D—C4—N=2—WOOD D C4 2 WOOD 51 G—C4—N=2—CONC G C4 2 CONC D—C4—N=3—WOOD D C4 3 WOOD 52 E—C4—N=2—CONC E C4 2 CONC 43 E—C4—N=3—WOOD E C4 3 WOOD E—C4—N=3—CONC E C4 3 CONC E—C4—N=4—WOOD E C4 4 WOOD 53 F—C4—N=3—CONC F C4 3 CONC 44 F—C4—N=4—WOOD F C4 4 WOOD F—C4—N=4—CONC F C4 4 CONC F—C4—N=5—WOOD F C4 5 WOOD H—C4—N=2—CONC H C4 2 CONC 45 G—C4—N=2—WOOD G C4 2 WOOD 54 1—C4—N=4—CONC I C4 4 CONC I—C4—N=5—WOOD I C4 5 WOOD A—C4—N=2—STL/AL A C4 2 STL/AL A—C4—N=2—BLOCK A C4 2 BLOCK 55 13—C4—N=2—STL/AL B C4 2 STL AL 4.6 B—C4—N=2—BLOCK 8 C4 2 BLOCK G—C4—N=2—STL/AL G C4 2 S AL C—C4—N=2—BLOCK C C4 2 BLOCK C—C4—N=2—STL AL C C4 2 STL/AL D—C4—N=2—BLOCK D C4 2 BLOCK 56 C—C4—N=3—ST AL C C4 3 STL/AL 47 F—C4—N=4—BLOCK F C4 4 BLOCK D—C4—N=2—ST AL D C4 2 STL/AL G—C4—N=2—BLOCK G C4 2 BLOCK 57 D—C4—N=3—STL AL D C4 3 STL AL 48 E—C4—N=2—BLOCK E C4 2 BLOCK 58 E—C4—N=3—STL/AL E C4 3 STL AL E—C4—N=4—BLOCK E C4 4 BLOCK E—C4—N=4—STL AL E C4 4 STL AL 49 1 H—C4—N=2—BLOCK H C4 2 BLOCK5 9 F—C4—N=4—STL AL F C4 4 STL AL F—C4—N=5—STL/AL F C4 5 STL/AL 60 I—C4—N=5—STL/AL I C4 5 STL AL •• ••• • • • • • •• • •• • • • • A1YlfllllA//j(��!4, �': •.✓�'. FLORIDA BUILDING CODE (High Velocity Hurricane Zone • PtfouUux~ 02013 T33ECD we SERIES 14000 HMMS IMPACT RESISTANT DmwN Wvls&U er: ga = CUPPED ALUMINUM MULLIONS F.R.L – – w •• .« Acaple ti0 a'3� *+-- • ? 230 x957 Ts ROAD -..aa/o+/PHONE 01 is �� •: TWT USTtl10.EMOL49UMO COMPANY M(303)300-0033 tly_ • �` �•,�roQ,.!, / N •v.3N0.r.,>L mm.13101..oM.di n v1u 3H v v q•euaDmywt— 16-158 Won) 06•IMod1N CnnOd •- �•••0•+••••� DPAWNO R. EB-0003'719 was w. r. av 1x1LTEH A MLUT Jr. P.E U1MI DAOE COUNTY FLORIDA b7 we w+0 SHEET e0 Or 00 4:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED W/ CLIPS C1 & C22 A-C1ZC,2-N=4-W00D B-C1/C2-N=4-W00D Q-C142-N=4-W00D A.8.D.D3IWPRfiSSMR0knNO(p...f.(FOR1"x3"x1M' A.SADEMGNPRESSUREPATkNG(pi34PORMULUOttWtIHCIIPS A6.0.D13MPRESSURERAIINU(psi.)FOR1"Wx1ISxWMULU0NW{iH MUWOTRACONUEA C EN XIM QFMUUTH(4)114 CONNEDTEDWITH(4 1MU.7RACONSFACHB�OFMILLION CUPS 4 114"ULMOONSEMCHENDOFMU1.UON IA.TRACON3 EACH F]IDOFMIAJJON Tributary Mahlon L lh(L) Tdbutary kwtuion Length(L) Tributary Nluiuon Le (L NAdth 38.375 50.625 58 83 W dth(b) 38.375 50.625 58 63 74.25 80 W kith b 38.375 50.625 58 63 7425 80 20 183.1 138.8 121.2 111.5 20 183.1 138.8 121.2 111.5 94.6 87A 20 183.1 138.8 1212 111.5 94.6 87.8 23 159.2 120.7 105.4 97.0 23 1592 120.7 105.4 97.0 82.3 76A 23 1592 120.7 105A 97.0 82.3 76.4 26 140.9 106.8 93.2 85.8 26 140.9 106.8 93.2 85.8 72.8 67.6 26 140.9 106.8 93.2 85.8 72.8 67.6 29 126.3 95.7 83.6 78.9 29 126.3 95.7 83.6 76.9 65.3 60.6 29 126.3 95.7 83.6 76.9 85.3 60.6 32 114A 86.8 75.7 69.7 32 114A 86.8 75.7 69.7 59.2 54.9 32 114A 86.8 75.7 69.7 592 54.9 35 104.6 1 79.3 69.2 1 63.7 35 104.6 79.3 69.2 63.7 54.1 502 35 104.6 79.3 692 63.7 54.1 50.2 38 96.4 1 73.1 63.8 58.7 38 96.4 73.1 63.8 58.7 49.8 462 38 96.4 73.1 83.8 58.7 49.8 46.2 41 89.3 1 67.7 59.1 54A 41 69.3 67.7 59.1 54.4 46.2 42.8 41 89.3 67.7 59.1 54A 462 42.8 44 832 63.1 55.1 50.7 44 83.2 63.1 55.1 50.7 43.0 39.9 44 83.2 63.1 55.1 50.7 43.0 39.9 47 77.9 59.1 51.6 47.5 47 77.9 59.1 51.6 47.5 40.3 37A 47 77.9 59.1 51.6 47.5 40.3 37.4 50 73.2 55.5 48.5 44.6 50 73.2 55.5 48.5 44.6 37.9 35.1 50 73.2 55.5 48.5 44.6 37.9 35.1 53 69.1 52.4 45.7 42.1 53 69.1 52A 45.7 42.1 35.7 33.1 53 69.1 52A 45.7 42.1 35.7 33.1 56 65A 49.6 43.3 39.8 56 65.4 49.6 43.3 39.8 33.8 31A 56 65A 49.6 43.3 1 39.8 33.8 31A 59 62.1 47.1 41.1 37.8 59 62.1 47.1 41.1 37.8 32.1 PYA 59 62.1 47.1 41.1 37.8 32.1 NA 62 59.1 44.8 39.1 36.0 62 59.1 44.8 39.1 36.0 30.5 PVA 62 59.1 44.8 39.1 36.0 30.5 WA 65 56.3 1 42.7 37.3 34.3 65 5&3 42.7 37.3 34.3 WA NA 1 65 56.3 42.7 37.3 34.3 WA NA 68 53.9 40.8 35.6 32.8 68 53.9 40.8 35.6 32.8 WA NA 68 53.9 40.8 35.6 32.8 WA WA 71 51.6 39.1 34.1 31A 71 51.6 39.1 34.1 31.4 WA WA 71 51.6 39.1 34.1 31A WA WA 74 49.5 37.5 32.7 30.1 74 49.5 37.5 32.7 30.1 WA NA 74 49.5 37.5 32.7 30.1 WA WA 77 47.6 36.1 31.5 WA 77 47.6 36.1 31.5 WA WA WA 77 47.6 36.1 31b WA WA WA 80 45.8 34.7 30.3 WA 80 45.8 34.7 30.3 WA WA NA 80 45.8 34.7 30.3 WA WA WA 83 44.1 33A WA WA 83 44.1 33A WA WA WA WA 83 44.1 33.4 WA WA WA WA 86 42.6 32.3 WA WA 86 42.6 32.3 NA WA WA WA Be 42.6 32.3 WA WA WA WA 89 41.2 312 WA WA 89 41.2 312 NA WA WA NA 89 41.2 31.2 WA WA WA WA 92 39.8 30.2 WA WA 92 39.8 302 NA WA WA WA 92 39.8 302 WA WA WA WA 95 38.6 WA WA WA 95 38.6 WA NA WA WA WA 95 38.6 WA WA NA WA WA 98 37A WA WA WA 98 37.4 1 NA I WA WA WA WA 98 1 37.4 WA WA WA WA WA 101 36.3 WA WA WA 101 36.3 1 NA I NA NA WA WA 101 36.3 1 WA WA WA I WA I NA 104 35.2 WA WA WA 104 35.2 1 WA I NA WA WA NA 104 352 1 WA WA WA WA I WA FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED 0M15 MTEW W- SERIES 14000 HMMS IMPACT RESISTANT a ce ty, w�60 FkEi16 .1 ow5m er: - yl� CUPPED ALUMINUM MULLIONS r.a.E. Aa:c No 15- ZZ'J 260 WSr 7e ww OVb4/15 IL E C O,1,,. Pf101 � ';6� DATE • • 'rJIA •lam 71WT TXFnMO k DUMMEERINO COMPANY fN6� • W6 Nt. •,M]M.MGM 9NKK R]11M Mimei .o•'. ORIUP'•:• :g .em."�iw).n_,aw..:l7roMr,-teal ..�, wca6s 1'x163 .w ur...ate Kew DIMM IG x. EB-OW5719 nsr ;p��, TE T6ILTER A 71WT.4. P.E. WAI DADE c0UN7Y *V1Y7{L 41x7 w}w 51aET 7 or e0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED WZ CLIPS C1 & C2 D-CljC2-N=4-WQQD D-CljC2-N=6-WaOD A.S.O.DMIONPROSURERATM("14 FOar•x4•x11B'MULLION WITH CUPS A.B.D.OEBIGNPM88URERATM(PS1)FOR2•x4"x118"MULUONWITHCIJP3 WITH(4)114"ULTRACONSEACHEND OFMULLION OWaIECIIDWITH 8 wULTRAOONSEACH ENDOFMULLION Tributary Halon Length L Tributary Man Length(L Width b 38.375 50.825r833.6 63 74.25 96 Width b 38.375 50.625 58 63 74.25 Be 20 183.1 136.8 111.5 94.6 73.2 20 .185.0 185.0 181.7 167.3 142.0 109.8 23 159.2 120.7 97.0 82.3 63.7 23 185.0 181.1 158.0 145.5 123.4 95.5 28 140.9 106.8 85.8 72.8 56.3 26 185.0 1602 139.8 128.7 109.2 84.5 29 126.3 95.7 76.9 65.3 50.5 29 185.0 143.6 125.3 115.4 97.9 75.7 32 114A 86.8 69.7 59.2 45.8 32 171.7 130.1 113.6 104.6 88.7 68.6 35 104.6 79.3 69.2 63.7 54.1 41.8 35 157.0 119.0 103.9 95.6 81.1 62.7 38 96A 73.1 63.8 58.7 49.8 38.5 38 144.6 109.6 95.7 88.1 74.7 57.8 ` 41 89.3 67.7 59.1 54.4 46.2 35.7 41 134.0 101.6 88.7 81.6 69.3 53.6 44 832 63.1 55.1 50.7 43.0 33.3 44 124.9 94.6 82.6 76.1 64.5 49.9 47 77.9 59.1 51.6 47.5 40.3 31.1 47 116.9 88.6 77.3 71.2 60.4 46.7 50 73.2 55.5 48.5 44.6 37.9 WA 50 109.9 83.3 72.7 66.9 56.8 43.9 53 69.1 52A 45.7 42.1 35.7 WA 53 103.7 78.6 68.6 63.1 53.6 41A 56 65A 49.6 43.3 39.8 33.8 1 WA 56 98.1 74A 64.9 59.6 50.7 392 59 62.1 47.1 41.1 37.8 32.1 1 WA 59 93.1 70.6 61.6 56.7 48.1 372 62 59.1 44.8 39.1 36.0 30.5 WA 62 88.6 672 58.6 54.0 45.8 35A 65 56.3 42.7 37.3 34.3 WA WA 65 84.5 64.1 55.9 51.5 43.7 33.6 68 53.9 40.8 35.6 32.8 WA WA 68 80.8 612 53.5 49.2 41.8 32.3 71 51.6 39.1 34.1 31.4 WA WA 71 77.4 58.7 512 47.1 40.0 30.9 74 1 49.5 1 37.5 32.7 30.1 WA WA 74 742 56.3 49.1 452 38.4 WA 77 47.6 36.1 31.5 WA WA WA 77 71.3 54.1 47.2 43.5 36.9 WA 80 45.8 34.7 30.3 WA WA WA 60 68.7 52.1 45.4 41.8 35.5 WA 83 44.1 33.4 WA WA I WA WA 83 66.2 50.2 43.8 40.3 342 WA 86 42.6 32.3 WA WA WA WA 86 63.9 48.4 42.3 38.9 33.0 WA 89 412 312 WA WA WA WA 89 81.7 46.8 40.8 37.6 31.9 WA 92 39.8 30.2 WA WA WA WA 92 59.7 45.3 39.5 36A 30.9 WA 95 38.6 WA WA WA WA WA 95 57.8 43.8 38.3 352 WA WA 98 37A WA WA WA WA WA 9856.1 42.5 37.1 34.1 WA WA 101 36.3 WA WA WA WA WA 101 54.4 412 1 36.0 33.1 WA WA 104 352 WA WA WA WA D.W&op • • 101 1 52JI, 1 40.0 1 34.9 322 WA WA • •• • • • • •• NNIA'y, �.,•" ✓ FLORIDA BUILDING CODE (High Velocity HU cane Zone PRMUCUMVISEPWi Fl09ii °015^�TuO ea. SERIES 14000 HMMS IMPACT RESISTANT warm er. x+temptYin • •,, _ CLIPPED ALUMINUMMUWONS F•x•�• - - Duildnsao /► 290 WW 7e ROAD oem/15 A Ode *'r��_/�i' ..1•' = IL E C Q 1Ne. mane.IK rL e-'nw DArz • 7 S t#'• (�j 2 nwr rtsnNo t maimumia COMPANY 5v0(xs)eao--eesa Dye•. • P• {V` eas ra aan.a.a.ws,xanra nmoe.n anet ..s9wwaieped.ewn 15.158 P o"d O••. lot* r DRAWM no Ee-000e719 ouzo -PUUMI OADE CDUNtt �{�T OVER A.mur Jr. RE sxcer e a w FWRDA uc.uibr ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED W CLIPS C1 & C2 E-C1/C2-N=6-W00D E-C1/C2-N=8-WOOD A.S.D.DESIGN PRESSURE RATING(p.ai.)FOR 2"x6"x1fB'MULU0H WITH CUPS A.S.D.DESIGN PRESSURE RATING(PA1.1 FOR2-KV'xV8"MULLION WITH CLIPS CONNECTED WITH CONNECTED WITH 6 1/4"ELCO ULTRACONS EACH END OP MULLION 6 1/4-ELCO ULTRACONS EACH END OF MULLION Tdbutery Wilon Length(L) Tributary MuBon Lerggth L VAdth(b) 38.375 60.625 58 63 74.25 96 108 120 144 Wkfth b 38.376 50.625 68 63 74.25 98 108 120 144 20 185.0 185.0 181.7 167.3 142.0 109.8 97.6 87.8 732 20 185.0 185.0 185.0 185.0 189.3 146.4 130.1 117.1 97.6 23 185.0 181.1 158.0 145.5 123.4 95.5 84.9 76A 63.7 23 185.0 185.0 185.0 185.0 164.6 127.3 1132 101.8 84.9 26 185.0 160.2 139.8 128.7 109.2 84.5 75.1 67.6 56.3 26 185.0 185.0 186.0 171.6 145.6 112.6 100.1 90.1 75.1 29 185.0 143.6 125.3 115A 97.9 75.7 67.3 60.6 50.5 29 185.0 185.0 167.1 153.9 130.5 101.0 89.7 80.8 67.3 32 1 171.7 130.1 113.6 104.6 88.7 68.6 61.0 54.9 45.8 32 185.0 173.5 151 A 139.4 118.3 91.5 81.3 73.2 61.0 35 157.0 119.0 103.9 95.6 81.1 62.7 55.8 50.2 41.8 35 185.0 158.6 138.5 127.5 108.2 83.7 74.4 66.9 85.8 38 144.6 109.6 95.7 88.1 74.7 57.8 51.4 462 38.5 38 185.0 148.1 127.5 117.4 99.6 77.1 68.5 61.6 51A 41 134.0 101.6 88.7 81.6 69.3 53.6 47.6 42.8 35.7 41 178.7 135.4 118.2 108.8 92.3 71A 63.5 57.1 47.6 44 124.9 94.6 82.6 76.1 64.5 49.9 44.4 39.9 33.3 44 166.5 126.2 '110.1 101A 86.0 66.5 - 59.2 53.2 44A 47 116.9 88.6 77.3 71.2 60.4 46.7 41.5 37A 31.1 47 155.8 118.1 103.1 94.9 80.5 62.3 55.4 49.8 41.5 50 109.9 83.3 72.7 66.9 56.8 43.9 39.0 35.1 NA 50 146.5 111.0 96.9 89.2 75.7 58.6 52.1 46.8 39.0 53 103.7 78.6 68.6 63.1 53.6 41.4 36.8 33.1 NA 53 1 138.2 104.8 91A 84.2 71.4 55.2 49.1 44.2 36.8 56 98.1 74A 64.9 59.8 50.7 39.2 34.9 31A NA 56 130.8 99.1 86.5 79.7 67.6 52.3 48.5 41.8 34.9 59 93.1 70.6 61.6 56.7 48.1 37.2 33.1 NA NIA 59 124.1 94.1 82.1 75.6 64.2 49.6 44.1 39.7 33.1 62 88.6 67.2 58.6 54.0 45.8 35.4 31.5 NA NIA 62 118.1 89.6 78.2 72.0 61.1 47.2 42.0 37.8 31.5 65 84.5 64.1 55.9 51.5 43.7 33.8 30.0 NA WA 65 112.7 85.4 74.6 68.6 582 45.0 40.0 36.0 30.0 68 80.8 612 53.5 49.2 41.8 32.3 NA WA NA 68 107.7 81.7 71.3 65.6 55.7 43.1 38.3 34.4 WA 71 77.4 58.7 512 47.1 40.0 30.9 NA WA NA 71 1032 782 68.3 62.8 53.3 41.2. 36.7 33.0 WA 74 74.2 1 56.3 49.1 1 45.2 38.4 WA WA WA PYA 74 99.0 75.0 65.5 60.3 51.2 39.6 352 31.7 WA 77 71.3 54.1 472 43.5 36.9 NIA WA WA NA 77 95.1 72.1 62.9 57.9 49.2 38.0 332 30.4 NA 80 68.7 52.1 45.4 41.8 35.5 WA WA NA WA M92 91.6 89A 60.6 55.8 47.3 36.6 32.5 WA NA 83 66.2 502 43.8 40.3 34.2 WA WA WA NA 88.3 66.9 58A 53.8 45.6 35.3 31A WA NA 86 63.9 48A 42.3 38.9 33.0 WA NA NA WA 852 64.6 56A 51.9 44.0 34.0 30.3 WA WA 89 61.7 46A 40A 37.6 31.9 NA NA WA NA 82.3 62A 54.5 50.1 42.5 32.9 WA WA WA 92 59.7 45.3 39.5 36.4 30.9 WA NA NA NA 79.6 60A 52.7 48.5 41.1 31.8 WA WA WA 95 57.8 43.8 38.3 35.2 NA NA NA WA NA 77.1 58A 51.0 47.0 39.8 30.8 WA WA WA 98 56.1 42.5 37.1 34.1 NA WA WA WA WA 74.7 56.7 49.5 45.5 38.6 WA WA WA WA 101 54.4 412 36.0 33.1 NA WA WA NA NA 101 72.5 55.0 48.0 44.2 37.5 WA WA N/A WA 104 52.8 40.0 34.9 32.2 NA WA WA 1 WA WA 104 1 70.4 I 53A 46.8 1 42.9 1 36A IWA WA WA WA • •• • • • • purtuntpy • • • • • jl4r,, FLORIDA BUILDING CODE HI h Velocity Hu cam Zone PROnUCE'REVISED �' OQD16 MUM M SERIES 14000 HMMS IMPACT RESISTANT DRASN et; •1 Xeowl**v44Lye Plod& •• NO,� �:_-z CLIPPED ALUMINUM MULLIONS _"LL }-- seo rtst Te nam DOM4/+s AM IL EC O rM.. FL 14 DATE • .�'. �y ! • 8103 Tx11T TESTING•KM MUMNO ODMWANT FAX: 303 6M-Mee aw�.tmw 16158 M' ede �••'•.. •''�� .P� vw.�)��.�mslni-ien woes rr.p loans d.M .apse DRAtDIC fL DATE !ALTER A E11-000611Jr. P.E AMI DADE COUHTY 1 FLORIDA LSF 441157 SMTET 9 or. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED WZ CLIPS C1 & C2 F-C1/C2-N=8-WOOD - A.S.D.DESIGN PRESSURE RATING(p.af.►FOR 2'16"x114"MULUON WITH CUPS CONNECTED WITH A.S.O.DESIGN PRESSURE RATING(p.af.)FOR2'xS"x1I4"MULLION WITH CUPS 114• ULTRACONS EACH ENO OF MULLION CONNECTED WITH 1 'll4" ULTRACONS EACH END OF MULLION Tributary MWNon Lei th L Tribute ry Mu6bn Length L Width 38.375 T 60.625 68 63 7425 98 108 120 144 Width b 38.375 1 50.625 58 63 74.25 96 108 120 144 20 185.0 185.0 185.0 185.0 185.0 146.4 130.1 117.1 97.6 20 185.0 185.0 185.0 185.0 185.0 183.0 162.7 146.4 122.0 23 185.0 185.0 185.0 185.0 164.6 127.3 113.2 101.8 84.9 23 185.0 185.0 185.0 185.0 185.0 159.1 141 A 127.3 106.1 26 185.0 185.0 186A 171.6 145.6 112.6 100.1 90.1 75.4 1 26 185.0 185.0 185.0 185.0 182.0 140.8 125.1 112.6 93.8 29 185.0 185.0 167.1 153.9 130.5 101.0 89.7 80.8 67.3 29 185.0 185.0 185.0 185.0 163.2 126.2 112.2 101.0 84.1 32 185.0 173.5 151A 139.4 118.3 91.5 81.3 73.2 61.0 32 185.0 185.0 185.0 174.3 147.9 114.4 101.7 91.5 76.3 35 185.0 158.6 138.5 127.5 108.2 83.7 74.4 66.9 55.8 35 185.0 185.0 173.1 159.3 135.2 104.6 93.0 83.7 69.7 38 185.0 146.1 127.5 1 117.4 99.6 77.1 68.5 61.6 51.4 38 185.0 182.6 159.4 146.8 124.5 96.3 85.6 77.1 64.2 41 178.7 135.4 118.2 108.8 92.3 71.4 63.5 57.1 47.6 41 185.0 169.3 147.8 136.0 115.4 89.3 79.3 71.4 59.5 44 166.5 126.2 110.1 101.4 86.0 66.5 59.2 53.2 44.4 44 185.0 157.7 137.7 126.8 107.5 83.2 73.9 66.5 55.5 47 155.8 118.1 103.1 94.9 80.5 62.3 55.4 49.8 41.5 1 47 185.0 147.7 128.9 118.7 100.7 77.9 69.2 62.3 51.9 50 146.5 111.0 96.9 89.2 75.7 58.6 52.1 46.8 39.D 50 183.1 138.8 121.2 111.5 94.6 73.2 85.1 58.6 48.8 53 138.2 104.8 91.4 64.2 71.4 55.2 49.1 44.2 36.6 53 172.8 131.0 114.3 105.2 89.3 69.1 61.4 55.2 46.0 56 130.8 99.1 86.5 79.7 67.6 52.3 46.5 41.8 34.9 56 163.5 123.9 108.2 99.6 84.5 65.4 58.1 52.3 43.6 59 124.1 94.1 82.1 75.6 64.2 49.6 44.1 39.7 33.1 59 1652 117.6 102.7 94.5 80.2 62.0 55.1 49.6 41.4 62 118.1 89.6 78.2 72.0 61.1 472 42.0 37.8 31.5 62 147.7 111.9 97.7 90.0 76.3 59.0 52.5 472 39A 65 112.7 85.4 74.6 68.6 58.2 45.0 40.0 36.0 30.0 65 140.9 106.8 93.2 85.8 72.8 56.3 50.1 45.0 37.5 68 107.7 81.7 71.3 65.6 55.7 43.1 38.3 34.4 N/A 88 134.6 102.1 89.1 82.0 69.6 53.8 47.8 43.1 35.9 71 103.2 78.2 68.3 62.8 53.3 41.2 36.7 33.0 N/A 71 129.0 97.8 85.3 78.6 66.6 51.5 45.8 41.2 34.4 74 99.0 75.0 65.5 60.3 51.2 39.6 35.2 31.7 NIA 74 123.7 93.8 81.9 75.4 63.9 49.5 44.0 39.6 33.0 77 95.1 72.1 82.9 57.9 49.2 38.0 33.8 30.4 WA 77 118.9 90.1 78.7 72A 61.5 47.5 42.3 38.0 31.7 80 91.6 69.4 60.6 55.8 47.3 36.6 32.5 N/A WA 80 114A 86.8 75.7 69.7 59.2 45.8 40.7 36.6 30.5 83 88.3 66.9 58.4 53.8 45.6 35.3 31.4 N/A WA 83 110.3 83.6 73.0 672 57.0 44.1 392 35.3 WA 86 852 64.6 56.4 51.9 44.0 34.0 30.3 WA WA 66 106.5 80.7 70A 64.9 55.0 42.6 37.8 fl32.9 WA 89 82.3 62.4 54.5 50.1 42.5 32.9 WA WA N/A 89 1022 78.0 68.1 62.7 532 41.1 36.6 WA 92 79.6 60.4 52.7 48.5 41.1 31.8 WA WA N/A 92 99.5 75.4 65.8 60.6 51.4 39.8 35.4 WA 95 77.1 58.4 51.0 47.0 39.8 30.8 WA WA N/A 95 96.4 73.1 63.8 58.7 49.8 38.5 34.2 WA 98 747 56.7 49.5 45.5 38.6 WA WA WA WA 98 93.4 70.8 61.8 56.9 48.3 37.3 332WA 101 72.5 55.0 48.0 442 37.5 WA WA WA N/A 101 90.7 68.7 60.0 552 46.9 38.2 322WA 104 70.4 534 46.8 42 9 36.4 NJA W • •104• 88.0 68.7 582 53.6' 45.5 35.2 31.3WA •• •� � � i .. ... .• ,V- FLORIDA•. FLORIDA BUILDING CODE (High Velocity Hurricane Zone px0D11Ci'REVISED 6I61S T1Tf06 W. SERIES 14000 HMMS IMPACT RESISTANT DRAWN 6T: meonlp111M X17100"•• • 1 • -_ CUPPEDAUIMINUMMULLIONS -r.WL 790 Wm 7e Rao w/04/15 I L E C O i N e. PHONE. �os�ax e w wTe • ' '$.G�/'�r 'J'•°(y z TaOLT YMNO! OLMEE O COMPANY rAft:f Jm �7R_.665 sr i O✓• ORIO® ?�'� em R..,R..x,s.•w «wmoonmlw 1b1ti8 �,6lmktr-lm..:(aagol-IAII •n9o•a Mi916 ♦ ..."ll 016711 ..,..a ,•. oRA•w9 N. EB-0006719 E WALTER A TLLR Jr. E. V1tAl DHKI ARE COU ._44111Pw•u•1• sl¢Er t0 tY 60 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED W/ CLIPS C1 & C2 G-C1 fC2-N=4-W00D 1-C1/Q2-N=19-WOOD A.B.D.DESIGN'RESBURERATINO(ps.L)FOR3"x31x1B"MULLION WIIHCLIPS A.S.D.DESIGN PRESSURE RAT1NO(p.&,1.)FOR 4"x8"x1/4"MULLION WITH CLIPS CONNECT® WITH114"ULTRACDNS EACH-END OF MULLION CONNECTED WITH 10 114"ELCO ULTRACCNS EACH END OF MULLION Tributary At mm (L) Tributary Mullion Length(L) VAdth b 38.375 1 50.625 58 63 74.25 1 98 VWdth(b) 38.375 5DA25 58 63 74.25 96 109 120 144 20 1 183.1 138.8 1212 111.5 94.6 73.2 20 185.0 185.0 185.0 185.0 185.0 183.0 162.7 146.4 122.0 23 1592 120.7 105.4 97.0 82.3 63.7 1 23 185.0 185.0 185D 185.0 185.0 159.1 141.4 127.3 106.1 26 140.9 106.8 932 85.8 72.8 56.3 26 185.0 185.0 185.0 185.0 182.0 140.8 125.1 112.6 93.8 29 126.3 95.7 83.6 76.9 65.3 50.5 29 185.0 185.0 185.0 185.0 1632 1262 112.2 101.0 84.1 32 114.4 86.8 75.7 69.7 59.2 45.8 32 185.0 185.0 185.0 174.3 147.9 114.4 101.7 91.5 76.3 35 104.8 79.3 69.2 63.7 54.1 41.8 35 185.0 185.0 173.1 159.3 135.2 104.6 93.0 83.7 69.7 38 96.4 73.1 63.8 58.7 49.8 38.5 38 185.0 182.6 159A 146.8 124.5 96.3 85.6 77.1 642 41 89.3 67.7 59.1 54.4 46.2 35.7 41 185.0 169.3 147.8 136.0 115.4 89.3 79.3 71.4 59.5 44 832 63.1 55.1 50.7 43.0 33.3 44 185.0 157.7 137.7 126.8 107.5 83.2 73.9 66.5 55.5 47 77.9 59.1 51.6 47.5 40.3 31.1 47 185.0 147.7 128.9 118.7 100.7 77.9 69.2 62.3 51.9 50 732 55.5 48.5 44.6 37.9 WA 50 183.1 138.8 1212 111.5 94.6 732 65.1 58.6 48.8 53 69.1 52A 45.7 42.1 35.7 WA 53 172.8 131.0 114.3 105.2 89.3 69.1 61.4 55.2 46.0 56 65.4 49.6 43.3 39.8 33.8 WA 56 163.5 123.9 1082 99.6 84.5 65.4 58.1 62.3 43.6 59 62.1 47.1 MA 37.8 32.1 WA 59 155.2 117.6 102.7 94.5 80.2 62.0 55.1 49.6 41.4 62 59.1 44.8 39.1 36.0 30.5 WA 62 147.7 111.9 97.7 90.0 76.3 59.0 52.5 47.2 39.4 65 56.3 42.7 37.3 34.3 WA WA 65 140.9 106.8 932 85.8 72.8 56.3 50.1 45.0 37.5 68 53.9 40.8 35.6 32.8 WA WA 68 134.6 102.1 89.1 82.0 69.6 53.8 47.8 43.1 35.9 71 51.6 39.1 34.1 31A WA WA 71 129.0 97.8 85.3 78.6 66.6 51.5 45.8 41.2 34.4 74 49.5 37.5 32.7 30.1 WA WA 74 123.7 93.8 81.9 76.4 63.9 . 49.5 44.0 39.6 33.0 77 47.6 36.1 31.5 WA WA WA 77 118.9 90.1 78.7 72.4 61.5 47.5 42.3 38.0 31.7 80 45.8 34.7 30.3 WA WA WA 80 114.4 86.8 75.7 69.7 59.2 45.8 40.7 36.6 30.5 83 44.1 33.4 WA WA WA WA 83 110.3 83.6 73.0 67.2 57.0 44.1 39.2 35.3 WA 86 42.6 32.3 WA WA WA WA 86 106.5 80.7 70.4 64.9 55.0 42.6 37.8 34.0 WA 89 41.2 312 WA WA WA WA 89 102.9 78.0 68.1 62.7 53.2 41.1 36.6 32.9 WA 92 39.8 30.2 WA WA WAJWA 92 99.5 75.4 65.8 60.6 51.4 39.8 35.4 31.8 WA 95 38.6 WA WA WA WA 95 96.4 73.1 63.8 58.7 49.8 38.5 34.2 30.8 WA 98 37A WA WA WA WA 98 93.4 70.8 61.8 56.9 48.3 37.3 33.2 WA WA 101 36.3 WA WA WA WA 101 90.7 68.7 60.0 55.2 46.9 36.2 32.2 WA WA 104 35.2 WA WA WA WA •• •• p ARO- 6.7 582 53.6 45.6 35 2 31.3 WA WA 00 00 0*0 00 0 161,111111111&0, .� t�'. •,�✓ '�- FLORIDA BUILDING CODE (High Velocity Hurricane Zone pRDDUCr RLVISBUy1.• �\ 02015 141M W SERIES 14000 HMMS IMPACT RESISTANT oxan"ar: ro comd Vjt`t�FladOr, • • ••; �� _ CLIPPED ALUMINUM MULLIONS FAL neitdila•9ae O(pQi.)!3 ActtpWl No .c... * 2D0 MAT 76 fxYD oe/ec/Is Dde I L ECO IMe. ,�,=14 DATE . Tau�"a. M"e CWpANY �23 s>s-� .q lV am xi.ao.ati x..ws.wxw 9"mo,a"m. 15158 m iS''.•, 2 Fna..I�mxm-Im.r..•4iminl_Ivl v minas }t11 EB-OOD6719 m x UMI DADE COUNTY P' G• WAfW4ilbi'E oo.aa sxrcr 11 ago • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• 0 • CLIPPED INTERIOR MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED Wf . CLIP C1 J-C7-N=6-WOOD A.B.D.DWGN PRE53URE RA7ING(p.•t)FOR48•MULLION WITH CLIPS COWQBCTEOWITH 8 19-WRACONS EACH ENDOF MULLION Tributary MuAion L L W(dth b 38.375 50.825 58 63 74.25 98 20 185.0 185.0 181.7 167.3 142.0 109.8 23 185.0 181.1 158.0 145.5 123A 95.5 26 185.0 1602 139.8 128.7 109.2 84.5 29 185.0 143.6 125.3 115A 97.9 75.7 32 171.7 130.1 113.6 104.6 88.7 68.6 35 157.0 119.0 1 103.9 95.6 81.1 62.7 38 144.6 109.6 1 95.7 88.1 74.7 57.8 41 134.0 101.6 88.7 81.6 69.3 53.6 44 124.9 94.6 826 76.1 64.5 49.9 47 116.9 88.6 77.3 71.2 60A 46.7 50 109.9 83.3 72.7 66.9 56.8 43.9 53 103.7 78.6 68.6 63.1 53.6 41A 56 98,1 74A 64.9 59.8 503 392 59 93.1 70.6 61.6 56.7 48.1 372 62 88.6 67.2 58.6 54.0 45.8 35.4 65 84.5 64.1 55.9 51.5 43.7 33.8 68 80.8 612 53.5 49.2 41.8 32.3 71 77.4 58.7 51.2 47.1 40.0 30.9 74 742 56.3 49,1 452 38A WA 77 71.3 54.1 47.2 43.5 36.9 WA 80 68.7 1 52.1 45.4 41.8 35.5 WA 83 662 502 43.8 40.3 34.2 WA Be 63.9 48.4 42.3 38.9 33.0 WA 89 61.7 46.8 40.8 37.6 31.9 WA 92 59.7 45.3 39.5 36.4 30.9 WA 95 57.8 43.8 38.3 352 WA WA 98 56.1 42.5 37.1 34.1 WA WA 101 54.4 41.2 36.0 33.1 WA WA 104 52.8 1 40.0 3409 4•123 •NIA* jJt •• • • • • • oiol Ise " • /,✓�4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCr REVISED ;' •. ' 02015 Tu7cc0 Ir- SERIES 14000 HMMS IMPACT RESISTANT DAWN ft m canplyi9a+411%dm F - CLIPPED ALUMINUM MULLIONS L.RA. - DuildiRy Cod° ••• 4•_ • _ AaePMnoO!'b �1'�3ly IMI 290 WEP 79 ROAD 08/94/15 WaNi9nDRle Ipa ",,,��,,,•.•/// - ;;�_• IL E C O tN�. ( MBs'e-1e;95 DATE _ TRVTMO t LMMUMM COMPANY rrx(J7096S))ass-BBee By S ��I S Kr.�w. !1w X0.MI19111 4'MOp6.{I AIM �.n4rw'ehwct.an 15.158 �+ : O OR►OP;I� • w.r:aos'�17�-� �n,-,u, .'"� .ows • E6-0006719 av,r °`s°n' °v' a".R• euaw.+ wAN9N6 No MMMT DADE COUNTY P. !� 9NL7ER A TRN,►..RE .HI57 SIKQ 12�60 000 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • 0 s CLIPPED INTERIOR MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W CLIPS C1 & C A-C1/C2-N=4-BLOCK B-Cl/C2-N=4-BLOCK - - _ - A.S.D.DESIGN PRESSUtERATING(ps.L)FOR1"x3'9A18' AS.D,DESIGN PRESSURE 71 (IxsJ.)FOR 1"x4"x118"MULLIONWRHCLIPS ABA DFJi1GNPRF98URERAIRJG(p.•.L)FOR 1'x4'xtl8"xJ18"MULLIONWITH MULLIONW17HCLIPS CONNECTEDWITH(4)IWO OONNECTEDWITH(4)WeULTRAOONSINCONCRETE BLOCK EACH END OF CIPS CONN CTEDWITH(4)1/4"sULTRACONS IN CONCRETE BLOCK FACiEND ULTRACONS INCONCRETE BLOCK EACH END OF MULLION -1 MULLION Tributary MAW Length ) Tributary WWII Length L Tributary Wilon Length(L) WkIth b) 38.375 50.625 58 1 83 74.25 80 VAdth b 38.375 50.825 58 63 74.25 80 1Nldth b 38.375 50.625 68 83 20 185.0 170.7 149.0 137.1 116.4 108.0 20 185.0 170.7 149.0 137.1 116A 108.0 20 150.1 113.8 99.3 91.4 23 185.0 148.4 129.5 119.3 101.2 93.9 1 23 185.0 148.4 129.5 119.3 101.2 93.9 23 130.5 98.9 86.4 79.5 26 1732 131.3 114.8 105.5 89.5 83.1 26 173.2 131.3 114A 105.5 89.5 83.1 26 115.5 87.5 76A 70.3 29 155.3 117.7 102.7 94.6 80.3 74.5 29 155.3 117.7 102.7 94.6 80.3 74.5 29 103.5 78.5 68.5 63.1 32 140.7 106.7 93.1 85.7 72.7 67.5 32 140.7 106.7 93.1 85.7 72.7 67.5 32 93.8 71.1 62.1 57.1 35 128.7 97.5 85.1 78A 66.5 61.7 35 1 128.7 97.5 85.1 78A 66.5 61.7 35 85.8 65.0 56.7 52.2 38 118.5 89.8 78A 722 61.2 56.8 38 118.5 89.8 76.4 722 612 56.8 38 79.0 59.9 52.3 48.1 41 109.8 63.3 72.7 66.9 56.8 52.7 41 109.8 83.3 72.7 66.9 56.8 62.7 41 73.2 55.5 48.4 44.6 44 102.3 77.6 67.7 62.3 52.9 49.1 44 102.3 77.6 67.7 62.3 52.9 49.1 44 682 51.7 45.1 41.6 47 95.8 72.6 63A 58A 49.5 46.0 47 95.8 72.6 63A 58.4 49.5 46.0 47 63.9 48A 42.3 38.9 50 90.1 68.3 59.6 54.9 46.5 43.2 s0 90.1 68.3 59.6 54.9 46.5 43.2 50 60.0 45.5 39.7 36.6 53 85.0 64.4 562 51.8 43.9 40.8 53 85.0 64A 56.2 51.8 43.9 40.8 53 56.6 42.9 37.5 34.5 56 80.4 61.0 53.2 49.0 41.6 38.6 56 80.4 61.0 53.2 49.0 41.6 38.6 56 53.6 40.6 35.5 32.7 59 78.3 57.9 50.5 46.5 39A 36.6 59 78.3 57.9 50.5 1 46.5 39.4 36.8 59 50.9 38.6 33.7 31.0 62 72.6 55.1 48.1 442 37.5 34.8 62 72.6 55.1 48.1 1 44.2 37.5 34.8 82 48.4 36.7 32.0 WA 65 69.3 52.5 45.8 422 35.8 33.2 65 69.3 52.5 45.8 422 35.8 33.2 65 46.2 35.0 30.6 WA 68 862 502 43.8 40.3 34.2 31.8 68 66.2 50.2 43.8 40.3 34.2 31.8 68 44.1 33.5 WA WA 71 63.4 48.1 42.0 38.6 32.6 30A 71 63.4 48.1 42.0 38.6 32.8 30A 71 42.3 32.1 WA WA 74 60.9 46.1 40.3 37.1 31.4 WA 74 60.9 46.1 40.3 37.1 31.4 WA 74 40.6 30.6 WA WA 77 58.5 44.3 38.7 35.6 302 WA 77 58.5 44.3 38.7 35.6 30.2 NA 77 39.0 WA WA WA 80 56.3 42.7 372 34.3 WA WA 80 56.3 42.7 37.2 34.3 WA WA 80 37.5 WA WA WA 83 54.3 1 41.1 35.9 33.0 WA WA 83 54.3 41.1 35.9 33.0 WA WA 83 362 WA WA WA 88 52.4 39.7 34.6 31.9 WA WA 86 52A 39.7 34.6 1 31.9 WA WA 86 34.9 WA WA WA 89 50.6 38A 33.5 30.8 WA WA 89 50.6 38A 33.5 30.8 WA WA 89 33.7 WA WA WA 92 48.9 37.1 32.4 WA WAINA 92 48.9 37.1 32A WA WA WA 92 32.6 WA WA WA 95 47.4 35.9 31A N/A WA 95 47A 35.9 31A WA WA WA 95 31.6 WA WA WA 98 45.9 34.8 30A WA WA 98 45.9 34.8 30.4 WA *NIAWA 98 30.6 WA WA WA 101 44.B 33.8 WA WA WA 101 44.6 33.8 WA WA WA 101 WA WA WA WA 104 43.3 32.8 •WA• AUA• V 104 43.3 32.8 WA WA WA • 104 WA WA WA WA • •• • • • ENS FLORIDA BUILDING CODE (High Velocity Hu one Zone) PRODUCT RFVUEO s em/e TMTJ w• SERIES 14000 HMMS IMPACT RESISTANT Dwain W: mcenTiyiv& kh On FRe18^8•• 1,00% ""-, i � • _ CLIPPIE ALUMINUM MULLIONS p '� 'r,' g4.j3 �• -- • llltlll1lllll- 200 WEST n REM 0e/04/15 P f W E C O tNe. RYUAX.ft.33ou Dart Thfe %Cu PxoRc306 F�%�w. l.." 1(i-1liB t Pnx]ucDMNWD Ne E9-00067191DADP.E. DATE WALTER A nLUT U. P.E. SHEET 13 0i 60 M1OPo Lk.44/157 0:0 •• • • • • 6:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W,/ CLIPS C1 & C2 D-Cl/C2-N=4-BLOCK F-C1/C2-N=8-BLOCK A.S.D.DESIGN PRESSURE RATING(p.aL)FOR rx4'x1/8'MULLION A.S.D.DESIGN PRESSURE RATING(p.LL) FOR 2"xftlI4"MULLION WITH CLIPS WITH CUPS CONNECTED WITH(4)114'e ULTRACONS IN CONCRETE CONNECTED WITH(d)114"0 ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION BLOCK EACH Bio OF MULLION Tributary Mullbn Length(L) Tributary Wilton Length L Width b) 38.375 50.825 58 83 7425 9e 108 120 144 Width b 38.375 50.625 58 63 7425 96 20 186.0 185.0 185.0 182.9 1552 120.0 106.7 96.0 80.0 20 185.0 170.7 149.0 137.1 118.4 90.0 23 185.0 185.0 172.7 159.0 134.9 104.3 92.8 83.5 69.6 23 185.0 148.4 129.5 119.3 101.2 78.3 26 185.0 175.0 152.8 140.7 119.3 92.3 82.1 73.8 81.5 26 173.2 131.3 114.6 105.5 89.6 69.2 29 185.0 156.9 137.0 126.1 107.0 82.8 73.6 66.2 55.2 29 155.3 117.7 102.7 94.6 80.3 62.1 32 185.0 1422 124.1 114.3 97.0 75.0 66.7 60.0 50.0 32 140.7 106.7 93.1 85.7 72.7 58.3 35 171.5 130.0 113.5 104.5 88.7 68.6 61.0 54.9 45.7 35 128.7 97.5 85.1 78A 66.5 51A 38 158.0 119.8 104.5 96.2 81.7 63.2 56.1 50.5 42.1 38 118.5 89.8 78.4 722 61.2 47.4 41 146A 111.0 96.9 89.2 75.7 58.5 52.0 46.8 39.0 41 109.8 83.3 72.7 66.9 56.8 43.9 44 136.5 103.4 90.3 83.1 70.5 54.5 48.5 43.6 36.4 44 102.3 77.6 67.7 62.3 52.9 40.9 47 127.7 96.8 84.5 77.8 66.0 51.1 45A 40.9 34.0 47 95.8 72.6 63.4 58A 49.5 38.3 50 120.1 91.0 79A 73.1 62.1 !36.9 42.7 38.4 32.0 50 90.1 68.3 59.6 54.9 48.5 36.0 53 113.3 85.9 75.0 69.0 58.5 40.3 36.2 30.2 53 85.0 64A 56.2 51.8 43.9 34.0 56 107.2 81.3 70.9 65.3 65A 38.1 34.3 WA 56 80A 61.0 53.2 49.0 41.6 32.1 59 101.8 77.1 67.3 62.0 52.6 36.2 32.5 WA 59 76.3 572 50.5 46.5 39.4 30.5 62 96.8 73A 64.1 59.0 50.0 34.4 31.0 WA 62 72.6 55.1 48.1 44.2 37.5 WA 65 92.4 70.0 61.1 56.3 47.7 32.8 NA WA 65 69.3 52.5 45.8 422 35.8 WA 68 88.3 66.9 58A 63.8 45.6 31 A WA WA 68 662 50.2 43.8 40.3 342 WA 71 84.6 64.1 55.9 51.5 43.7 30.0 WA WA 71 63A 48.1 42.0 38.6 32.8 WA 74 81.1 61.5 53.7 49A 41.9 WA WA WA 74 60.9 46.1 1 40.3 1 37.1 31.4 I NA 77 78.0 59.1 51.6 47.5 40.3 31.2 NA WA WA 77 58.5 44.3 38.7 35.6 302 WA 80 75.0 56.9 49.7 45.7 38.8 30.0 NA WA WA 80 56.3 42.7 37.2 34.3 WA WA 83 72.3 54.8 47.9 44.1 37A WA WA WA WA 83 54.3 41.1 35.9 33.0 WA NA Be 69.8 52.9 48.2 42.5 36.1 WA WA WA WA 86 52A 39.7 34.6 31.9 WA WA 89 67.5 51.1 44.6 41.1 34.9 WA WA WA WA 89 50.6 38.4 33.5 30.8 NA WA 92 65.3 49.5 43.2 39.8 33.7 WA WA WA WA 92 48.9 37.1 32.4 WA WA WA 95 63.2 47.9 41.8 38.5 32.7 NA WA WA WA 95 47.4 35.9 31A WA WA WA 98 61.3 46A 40.5 37.3 31.7 WA WA WA NA 98 1 45.9 34.8 30.4 WA WA WA 4W • b9 45 9 -3.0.2 30.7 WA WA WA WA 101 44.6 33.8 WA NA WA WA •104 7.? 49.8• 4888 35.2 WA WA WA WA WA 104 43.3 32.8 WA WA WA WA s •• • • Mr11� My • FLORIDA BUILDING CODE (High Velocity HU cons Zone PR()DUCr REVISED • i •3N0 TtTEto aAz SERIES 14000 HMMS IMPACT RESISTANT DRAON air: meereplyieruvi�aaF s No. 441U CLIPPED ALUMINUM MULLIONS re.L _ nididirq Code M ' s+• `!•F__ c_ no.:W�NTe-1aToo►.wE.aits:Onusnoo+en-,+ani m.o•r11E.9 l TAc",. eT,is"Ob2 �LECO IONa ReiMxaDm 06/0.14/6 i8s I! 'n' pax WALML rL 33014 DATE� 103 Pmdcl •• : W -0008 By ROXCOMPANY I. 15 7-m-14.67- me, a...a.r... .n..a DRAVAND we EB-0000718 MIAMI RADE COUNTY P.E.�9 TE aAum A 71111E t. P.E. or w a1•"^• '~ s1REi 14 a 00 N 1 RMIEA Lk.441hi ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED WZ CLIPS C1 & 5 E-Cl C2-N=4-BLOCK E C1/C2-N=8-BLOCK A.8.0.DESIGN PRESSURE RATING(p at) FOR 2"x6"xtlS"MULLION WITH CUPS A.B.D.DESIGN PRESSURE RATING(p,af.)FOR XW*x1I8"MULLION WITH CLIPS CONNECTED WITH(41114"s ULTRACONS IN CONCRETE BLOCK EACH BIO OF MULLION CONNECTED WITH 8 U4"s ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION TributaryM ion Length(L) Tributary Wilion Length Width D 38.375 50.825 58 83 74.25 96 108 120 144 Width b 38.375 50.625 56 63 74.25 98 108 120 144 20 185.0 170.7 149.0 137.1 116A 90.0 80.0 72.0 60.0 20 185.0 185.0 185.0 182.9 155.2 120.0 106.7 96.0 80.0 23 185.0 148.4 129.5 119.3 101.2 78.3 69.6 62.6 52.2 23 185.0 185.0 172.7 159.0 134.9 104.3 92.8 83.5 69.6 26 1732 131.3 114.6 105.5 89.5 692 61.5 55A 46.2 26 185.0 175.0 152.8 140.7 119.3 92.3 82.1 73.8 61.5 29 155.3 117.7 102.7 94.6 80.3 62.1 55.2 49.7 41.4 29 185.0 156.9 137.0 126.1 107.0 82.8 73.6 66.2 55.2 32 140.7 106.7 93.1 85.7 72.7 56.3 50.0 45.0 37.5 32 185.0 142.2 124.1 114.3 97.0 75.0 66.7 60.0 50.0 35 128.7 97.5 85.1 78A 66.5 51.4 45.7 41.1 34.3 35 171.5 130.0 113.5 104.5 88.7 68.6 61.0 54.9 45.7 38 118.5 89.8 78A 722 61.2 47A 42.1 37.9 31.6 38 158.0 119.8 104.5 96.2 81.7 63.2 56.1 50.5 42.1 41 109.8 83.3 72.7 66.9 56.8 43.9 39.0 35.1 WA 41 146A 111.0 96.9 89.2 75.7 58.5 52.0 46.8 39.0 44 102.3 77.6 67.7 62.3 52.9 40.9 36.4 32.7 WA 44 136.5 103.4 90.3 83.1 70.5 54.5 48.5 43.6 36.4 47 95.8 72.6 63.4 58A 49.5 38.3 34.0 30.6 WA 47 127.7 96.8 84.5 77.8 66.0 51.1 45A 40.9 34.0 50 90.1 68.3 59.6 54.9 46.5 36.0 32.0 WA WA 50 120.1 91.0 79A 73.1 62.1 48.0 42.7 38A 32.0 53 85.0 64A 56.2 51.8 43.9 34.0 302 WA WA 53 113.3 85.9 75.0 69.0 58.5 45.3 40.3 38.2 30.2 56 80.4 81.0 53.2 49.0 41.6 32.1 WA WA WA. 56 107.2 81.3 70.9 65.3 55A 42.9 38.1 34.3 WA 59 1 76.3 57.9 50.5 46.5 39A 30.5 WA WA WA 59 101.8 77.1 67.3 62.0 52.6 40.7 362 32.6 WA 62 72.6 55.1 48.1 44.2 37.5 WA WA WA WA 62 96.8 73A 64.1 59.0 50.0 38.7 34A 31.0 WA 65 69.3 52.5 45.8 422 35.8 WA WA WA WA 65 92A 70.0 61.1 56.3 47.7 36.9 32.8 NA NA 68 66.2 50.2 43.8 40.3 34.2 WA WA WA WA Be 88.3 66.9 58A 53.8 45.6 35.3 31A WA NA 71 63A 48.1 42.0 38.6 32.8 WA WA WA WA 71 84.6 64.1 55.9 51.5 43.7 33.8 30.0 WA WA 74 60.9 46.1 40.3 37.1 31A WA WA WA WA 74 81.1 61.5 53.7 49A 41.9 32A WA WA WA 77 58.5 44.3 38.7 35.6 302 WA WA WA WA 77 78.0 59.1 51.6 47.5 40.3 31.2 N/A WA WA 80 56.3 42.7 37.2 34.3 WA WA WA WA WA 80 75.0 56.9 49.7 45.7 38.8 30.0 WA WA WA 83 54.3 41.1 35.9 33.0 WA WA WA WA WA 83 72.3 54.8 47.9 44.1 37.4 WA WA WA WA 86 52.4 39.7 34.6 31.9 WA WA WA WA NA 86 69.8 529 462 42.5 36.1 WA WA WA NA 89 50.6 38A 33.5 30.8 WA WA WA WA WA 89 67.5 51.1 44.6 41.1 34.9 WA WA WA NA 92 48.9 37.1 32.4 WA WA WA WA WA WA 92 65.3 49.5 43.2 39.8 33.7 NA WA WA WA 95 47.4 35.9 31A WA WA I WA NA WA NA 95 63.2 47.9 41.8 38.5 32.7 WA WA WA WA 98 45.9 34.8 30A WA WA WA WA WA WA 98 61.3 46.4 40.5 37.3 31.7 WA WA WA WA 101 44.6 33.8 NA WA WA WA WA WA WA 101 59.4 45.1 39.3 36.2 30.7 WA WA WA WA 104 43.3 32.8 WA WA WA WA WA WA •NA• • 104 .7 113-8 1 38.2 1 35.2 1 WA WA WA WA WA 00•• •i i i q7M►\��Yirr��• •• 1� y�i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVISSU emu TILIEDo Plc. SERIES 14000 HMMS IMPACT RESISTANT amrm en I's"(toylogwidk*4F�pri�s• _ CUPPED ALUMINUM MULLIONS - -F.R.L. - - T - Btildina Code •• r •� IE AacepltK7oe Ne) _._...fes`= ■ /► M WM 7e Row 04/04/t5 tion Date •�� 1� E C G tNC. WALEAK FL 37014 DATE PIgN[:(]05 536-910J B S� �•�i tFI 7lWTIW 8[NDINEd11Ne COMPANY iAt(JOS SSP-3065 By P RP.7tP.P.».aw.tn•PN v+WDx,a a1M 2 irrtyg Mi bdb Pttltlucl \0 �� .w:(wb)bl-tau.n.:(us)FTt-tai stow ttPtoOPs Q'•.,�lOR ....«.�....... tKuweto Na EB-W067t9 ' VK MK UMI RADE COUNT'( P' \ FLatOA 4i gyWALTER AP.E. SNEET 15 OFt70 • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED WZ CLIPS C1 & C2 G-C132-N=4=&= H-C1/C2-N=4-BLOCK A.S.D,DESKINPRESSURERATING(pst)FOR3"x3"x1A"MULLIONWiTHCLIPS A.B.D.DESIGN PRESSURE RATING(psf.)FOR 4'k4"x114"MULLION YWITNCUPS CONIECTEO W ITH(4)114"•ULTRACONS IN CONCRETE BLOCK EACH END OF CONNECTED VATH V4"•ULTRACONS IN CONCRETE BLOCK EACH END OF MULLIONWit HEIN ' Tributary Minion Length(L) Tribute m Alon Le th L WVidtlt b 38.375 50.625 58 63 74.25 96 MWtth b 38.375 50.825 1 58 63 t 74.25 96 108 120 144 20 150.1 113,8 99.3 91.4 77.6 60.0 20 185.0 170.7 149.0 137.1 1 116A 90.0 80.0 72.0 60.0 23 130.5 98.9 86A 79.5 67.5 52,2 23 195.8 148A 129.5 119.3 101.2 78.3 69.6 82.6 52.2 26 115.5 87.5 76.4 70.3 59.7 46.2 26 173.2 131.3 114.6 105.5 89.5 692 81.5 55.4 462 29 103.5 78.5 68.5 63.1 53.5 41.4 29 155.3 117.7 102.7 94.6 80.3 62.1 55.2 49.7 41.4 32 93.8 71.1 62.1 57.1 48.5 37.5 32 140.7 106.7 93.1 85.7 72.7 66.3 50.0 45.0 37.5 35 85.8 1 65.0 56.7 1 52.2 44.3 34.3 35 128.7 97.5 85.1 78.4 66.6 51.4 45.7 41.1 34.3 38 79.0 59.9K42.3 48.1 40.8 31.6 38 118.5 89.8 78.4 72.2 61.2 47.4 42.1 37.9 31.6 41 73.2 55.5 44.6 37.8 WA 41 109.8 83.3 72.7 66.9 66.8 43.9 39.0 35.1 WA 44 68.2 51.7 41.6 35.3 WA 44 102.3 77.6 67.7 62.3 52.9 40.9 36A 32.7 WA 47 63.9 48.4 38.9 33.0 WA 47 95.8 72.6 63A 58.4 49.5 38.3 34.0 30.6 WA 50 60.0 45.5 36.6 31.0 WA 50 90.1 68.3 69.6 54.9 46.5 36.0 32.0 WA WA 53 56.6 42.9 34.5 WA WA 53 85.0 64A 562 51.8 43.9 34.0 30.2 WA WA 56 53.6 40.6 35.5 32.7 WA WA 56 80A 61.0 53.2 49.0 41.6 32.1 WA WA WA 59 50.9 38.6 33.7 31.0 WA WA 59 76.3 57.9 50.5 46.5 39,4 1 30.5 WA WA WA 62 48A 36.7 32.0 29.5 WA WA 62 72.6 55.1 48.1 44.2 37.5 WA WA WA WA 65 46.2 35.0 30,6 WA WA WA 65 69.3 52.5 45.8 42.2 35.8 WA WA WA WA 68 44.1 33.5 WA WA WA WA 68 66.2 502 43.8 40.3 342 WA WA WA WA 71 42.3 32.1 WA WA WA WA 71 63.4 48.1 42.0 38.6 32.8 WA WA WA WA 74 40.6 30.8 WA WA WA WA 74 60.9 46.1 1 40.3 37.1 MA WA WA WA WA 77 39.0 WA WA WA WA WA 77 58.5 44.3 1 38.7 35.6 302 WA WA WA WA 80 37.5 WA WA WA WA WA 80 56.3 42.7 37.2 34.3 WA WA WA WA WA 83 36.2 WA WA WA WA WA 83 54.3 41.1 35.9 33.0 WA WA WA WA WA 86 34.9 WA WA WA WA WA 86 52.4 39.7 34.6 31.9 WA WA WA WA WA 89 33.7 WA WA WA WA WA 89 50.6 38.4 33.5 30.8 WA WA WA WA WA 92 32.6 WA WA WA WA WA 92 48.9 37.1 32.4 WA WA WA WA WA WA 95 31.6 WA WA WA WA WA 95 47A 35.9 31A WA WA WA WA WA WA 98 30.6 WA WA WA WA WA 98 45.9 34.8 30.4 WA WA WA WA WA WA 101 WA WA WA WA WA WA e• e• 101 44.6 33.8 WA WA WA WA WA WA WA 104 WA WA WA WA WA WA • .3 2 WA WA WA WA WA WA WA •• e•• •• �,1u (� / y �•'' y�L FLORIDA BUILDING CODE (High Velocity Hurricone Zone pRODUCr RGV15Fi11 ;' 6"13i0.7FC0 W- SERIES 14000 HMMS IMPACT RESISTANT DPA•N ar: rocenWlyiD6whhlbe • '•epj0,44 • ** CUPPED ALUMINUM MULLIONS rx.� Bldanrec� 1 �.� 'R= no wm 7a r1 w osA'N/la AacPleeee Ne �- 2 WLEAK n-33014 DAU 2�Is ; IL E C O tt4�. P,,,D„E u • 'iC�l��J_b 2 i Txur xmMo t cnecawa cow►Aar rAw�xa ass eves Ds ins xa a. w wrawcemo c n aiw 15 168 Y to OL R1 �� .^...: ,�s�l-Iw....:11-le,l •� ..n1x w.........n -e w4.,yKa s.. DSAV=P. P. TE WNWR A.TkLU r.,P.E. R' MWAI DARE COUNTY ROOM U.141 a7 3WE7 to Of e0 • •• •• • • • •• •• CLIPPED INTERIOR MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W/ CLIP C1 J Gl-N=4-BLOCK A.AD.DESIGN PIES ai1R6RATING92.LQ FOR46•MILUO iNITH CLIPS COPSECTED WITH(y V418 UI.TRACONS IN CONCRETE BLOC( EACH END OF MULLION Tdbutary moon th V Mth 383761 60.626 68 63 1 7425 98 20 185.0 170.7 149.0 137.1 116A 90.0 23 185.0 148.4 129.5 119.3 1012 78.3 28 1732 131 114.8 105.5 89.5 89.2 29 155.3 117.7 102.7 94.6 80.3 62.1 32 140.7 106.7 93.1 85.7 7V 56.3 35 128.7 97.5 85.1 78.4 66.5 51A 38 118,5 89.8 78A 72.2 61.2 47A 41 109.8 83.3 72.7 66.9 56.8 43.8 44 102.3 77.6 67.7 82.3 52.9 40.9 47 95.8 72.6 63A 58.4 49.5 38.3 50 90.1 68.3 59.6 64.9 46.5 38.0 53 8 .0 84A 562 51.8-1 4 .9 34.0 56 80A 61.0 532 49.0 41.8 32.1 59 76.3 57.9 50.5 45.5 39A 30.5 62 72.6 55.1 48.1 44.2 37.6 NIA 65 69.3 52,5 45.8 42.2 35.8 NA 68 68.2 50.2 43.8 40.3 34.2 NL1 71 63.4 48.1 42.0 38 32.8 Nlk 74 60.9 46.1 40.3 37.1 31.4 NIA 77 58,5 44.3 38.7 35.6 30.2 NX 80 58.3 42.7 37.2 34.3 N/A N/A 83 54.3 41.1 35.9 33.0 1 NA N/A 88 52A 39.7 34A 31.9 NIA N/A 89 50.6 38A 33.5 30.6 N/A N/A 2 48.9 37.1 32A N/A NIA NIA 95 47.4 35.9 31A NIA N/A N/A 98 45.9 34.8 30A N41 N51 N/A 101 44.8 33.8 WA NIA NIA NBA 104 43.3 32 N d► MAloo •• • •• • • • • RR,t� • .. ... .. ,a R Np VAIN, .` �.•'' • ••,✓y FLORIDA BUILDING CODE (High Voloolly Hurricane Zone PR0rAJCr RF,VISED = 02013 TLRW WG SERIES 14000 HMMS IMPACT RESISTANT DRUM ar. °S" °3 3" �`� • 3 '• ••�;•i CLIPPED ALUMINUM MULLIONS ra.L � No l�•��P-iii. A ' ir- /ODfa •• ~•�Fw- • �L E C O IMc. 1HW,(u��78 3 �DAN1s _ / '�••�' nulr Tm"t[n01NalDND COMIANr FM CD3)am-am M, �� • a 1 iV ssw NY.mq.�1,f1.2oe www a0mo0 n awo ...quwa�pad oem " Miemf I S �•. l�Rl� y► nw:pos7o��WLL16.168 '- on.r 0•. wasow DIUriINO No MIAMI DPDE COUNTY P. TUI Wn P� '~ uG��Ib791E6T 17 Or 30 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIPS C 1 & C2 A-Cl/C2-N=4-_.Q= B-C1/C2-N=4-CONC C-C1/C2-N=4-CONC A.S.O:DESIGN PRESSURE RATING(pad.)PORI"x 3"x A-&MMNONPRESSUMItATNH Q"J.)FOR I"x4'x1A'•MULLION VmCLIPS A.B.D.DESIGN PRMURERATING (pal.)FOR i•x4'x116"xdM"MULLION WITH 1It"MULLION WITH CUP$CONNBC7WWITH(4)114 CONIECTED WIT"(4)114ULTRACONSEACH END OFMULLION CLIPS OOlNECTEDWITH(4)iMULTRACONSEACH END OFMILLION ULTRACONS EACH tN/D OF MULLION Tributary KU lon Length(L) Tri butaryl M Illon L .. Tirlbutairy hN Alon Width(b) 38.375 50.625 58 63 74.25 80 Wdth 38275 50.625 58 63 Width(b)l 38.376 1 50.826 58 83 7425 80 20 185.0 185.0 154.2 130.7 20 185.0 185.0 185.0 185.0 145.5 125A 20 185.0 185.0 185.0 185.0 185.0 1822 23 185.0 176.1 134.1 113.7 23 186.0 185.0 185.0 175.8 126.6 109.0 23 185.0 185.0 185.0 185.0 183.9 158A 26 185.0 155.7 118.7 100.8 26 185.0 185.0 183.5 155.5 1120 96A 26 185.0 185.0 185.0 185.0 162.7 1402 29 185.0 139.6 106.4 90.2 29 185.0 185.0 164.5 139A 100A 86.5 29 185.0 185.0 185.0 185.0 145.9 125.7 32 185.0 126.5 96.4 81.7 32 185.0 185.0 149.1 126.4 91.0 78A 32 185.0 185.0 185.0 183.6 132.2 113.9 35 185.0 115.7 1 88.1 74.7 35 185.0 178.9 136.3 115.5 832 71.6 35 185.0 185.0 185.0 167.9 120.9 104.1 38 185.4 106.6 81.2 68.8 38 185.0 164.8 125.5 106.4 76.6 66.0 38 185.0 1 185.0 182A 154.6 111.3 95.9 41 171.9 98.8 75.2 63.8 41 185.0 1527 116A 98.6 71.0 612 41 185.0 185.0 169.1 143.3 1032 88.9 44 1602 92.0 70.1 59.4 44 185.0 1423 108A 91.9 662 57.0 44 185.0 185.0 157.6 133.5 96.1 82.8 47 149.9 86.2 65.6 55.6 47 185.0 133.2 101.5 86.0 61.9 53A 47 185.0 185.0 147.5 125.0 90.0 77.5 50 140.9 81.0 61.7 52.3 50 185.0 125.2 95.4 80.9 58.2 50.2 50 185.0 177.5 138.7 117.5 84.6 72.9 53 133.0 76.4 58.2 49.3 53 185.0 1 118.1 90.0 76.3 54.9 47.3 53 185.0 167.4 130.8 110.9 79.8 68.8 56 125.8 72.3 55.1 46.7 56 185.0 111.8 85.2 72.2 52.0 44.8 56 185.0 158.5 123.8 104.9 75.5 65.1 59 119.4 68.6 52.3 44.3 59 184.7 106.1 80.9 68.5 49.3 42.5 59 185.0 150A 117.5 99.6 71.7 61.8 62 113.7 65.3 49.8 42.2 62 175.8 101.0 76.9 65.2 47.0 40.4 62 185.0 143.1 111.8 94.8 68.2 58.8 65 108.4 62.3 47.5 40.2 65 167.7 96.3 73.4 62.2 44.8 38.6 65 180.1 136.5 106.7 90.4 65.1 66.1 68 103.6 59.5 45.4 38.5 68 160.3 921 70.2 59.5 42.8 36.9 68 172.2 130.5 101.9 86.4 622 53.6 71 99.3 57.0 43.4 36.8 71 153.5 8B.2 67.2 56.9 41.0 35.3 71 164.9 125.0 97.6 62.8 59.6 51.3 74 95.2 54.7 41.7 35.3 74 147.3 84.664.5 54.6 39.3 33.9 74 158.2 119.9 93.7 79.4 57.2 49.2 77 91.5 52.6 40.1 34.0 77 141.5 81.3 620 52.5 37.8 32.6 77 152.0 115.3 90.0 76.3 54.9 47.3 80 88.1 50.6 38.6 32.7 80 136.2 78.3 59.6 50.5 36A 31.3 80 146.3 110.9 86.7 73A 52.9 45.5 83 84.9 48.8 37.2 31.5 83 131.3 75.4 57.5 48.7 35.1 30.2 83 141.1 106.9 83.5 70.8 51.0 43.9- 86 81.9 47.1 35.9 30.4 86 126.7 72.8 55.5 47.0 33.8 WA 86 136.1 103.2 80.6 68.3 49.2 42A 89 792 45.5 34.7 WA 89 122.4 70.4 53.6 45.4 32.7 NIA 89 131.5 99.7 77.9 66.0 47.5 40.9 92 76.6 44.0 33.5 WA 92 118.5 68.1 51.9 43.9 31.6 NIA 92 127.3 96.5 75A 63.9 46.0 39.6 95 74.2 42A 32.5 WA 95 114.7 .65.9 50.2 42.6 30.6 WA 95 1232 93A 73.0 61.9 44.5 38A 98 719 413 31.5 NIA 98 111.2 63.9 48.7 41.3 NA NIA 98 119.5 90.6 70.7 60.0 43.2 37.2 101 69.8 40.1 30.5 WA 101 107.9 62.0 •17.2••45.0 0 N • A • 101 115.9 67.9 68.6 58.2 41.9 36.1 104 67.8 382 NIA WA 104 104.8 60.2 45.9 • .2. J • • 104 112.6 1 85.3 66.7 56.5 40.7 35.0 • • • • �qu►H►wttltyt,� • .. ... ..,P�,t�.T1L(�j 4y,� t�.• d ��i FLORIDA BUILDING CODE High Voloci4ty Hurricons Zone PRODUCT REVISED �m&ldwSC.Ae • 13 � !• .2015 2015as TUM nsa«tM.b.7Pas�mHn G-nn SERIES 140w00eoHrsMMS IMPACT RaEo-MwSII5S6 T ANT ODRAW5�e-1rOr: 9. 8v : 9.cmviyhs with dw RodCUPPED ALUMINUM MULLNS r.x1 Aaap&lmma15 W/04/15 Usm golf L ECOIM rf .i� Holt TL7Y70 Q[N�NCWNMMIL • . M By m L_ .i. vr,p� � +- DRAWING NTY r 'k5E W-0006719 mu seetea W.DADE COU _ • • • • • • • • • • • .. .. • • . .• .. CLIPPED INTERIOR MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIPS C1 & C2 Q-Cf/C2-N=4-00NC Q-C1fC2-N=4-00NC H-C1ZC2-N=4-00NC A.S.D.DESIGN PRESSURE RATING(p.at)FOR2"x4'k11S"MULUON A.S.D.DESMPRESSURERATM(pol.)FOR3"x3"x1Ri"MULLION WITH CLIPS A.S.D.DESIGN PRESSURE RATING(µ&t)FOR 4"x4'Si114"MULLION WITH CUPS CONNECTED WITH WITH CLIPS CONNECTED WITH(4)114"•ULTRACONS IN CONCRETE ODNNECT®WITH(4)114-9 ULTRACONS IN CONCRETEERCH END OFMULLUON 4 U4"o ULTRACONS IN CONCRETE EACH END OF MULLION EACH END OF MULLION Triwtary Millon Length L Tributary Millon Length Tributary Nkdlon Length(L) Width 38.375N185.0 58 63 74.25 96 Width b 38.375 50.625 58 63 74.25 96 108 120 144 Width b 38.975 50.825 58 83 74.25 98 20 185.0185.0 185.0 185.0 99.4 20 200.0 200.0 200.0 200.0 200.0 189.0 188.0 151.2 126.0 20 185.0 185.0 185.0 185.0 185.0 137A 23 185.0 185.0185.0 180.3 86A 23 200.0 200.0 200.0 200.0 200.0 164.3 146.1 131.5 109.6 23 185.0 185.0 185.0 185.0 185.0 119.5 26 185.0 186.0 185.0 159.5 76A 26 200.0 200.0 200.0 200.0 188.0 145.4 1292 116.3 96.9 26 185.0 185.0 185.0 185.0 176.7 105J 29 185.0 185.0 185.0 143.0 68.5 29 200.0 200.0 200.0 198.6 168.5 130.3 115.9 104.3 86.9 29 185.0 185.0 185.0 185.0 168A 94.8 32 185.0 . 185.0 180.0 129.6 62.1 32 200.0 200.0 195.5 180.0 162.7 118.1 105.0 94.5 78.8 32 185.0 185.0 185.0 185.0 143.6 85.9 35 185.0 185.0 178.8 164.5 118.5 56.8 35 200.0 200.0 178.8 164.6 139.6 108.0 96.0 86.4 72.0 35 185.0 185.0 185.0 182.3 131.2 78.5 38 185.0 185.0 164.6 151.5 109.1 52.3 38 200.0 188.6 184.6 151.6 128.6 99.5 88.4 1 79.6 66.3 38 185.0 185.0 185.0 167.9 120.9 72.3 41 185.0 174.8 152.6 140.5 101.1 48.5 41 200.0 174.8 152.6 140.5 119.2 92.2 82.0 73.8 61.5 41 185.0 185.0 183.6 155.6 112.0 67.0 44 185.0 162.9 142.2 130.9 94.2 45.2 44 200.0 162.9 142.2 130.9 111.1 85.9 76.4 68.7 57.3 44 185.0 185.0 171.1 145.0 104A 62.5 47 185.0 1 152.5 133.1 122.5 88.2 42.3 47 200.0 152.5 133.1 122.6 104.0 80.4 71.5 64.3 53.6 47 185.0 185.0 160.2 135.8 97.7 58.5 50 185.0 143.4 125.1 1152 82.9 39.7 50 189.1 143.4 125.1 1152 97.7 75.6 672 60.5 50.4 50 185.0 177.5 150.8 127.6 91.9 55.0 53 178A 1352 118.0 108.7 782 37.5 53 178A 135.2 118.0 108.7 92.2 71.3 63A 57.1 47.5 53 185.0 167.4 142.0 120.4 86.7 51.8 56 168.9 128.0 111.7 102.8 74.0 35.5 56 168.9 128.0 1 111.7 102.9 87.3 67.5 60.0 54.0 45.0 66 185.0 158.5 134.4 113.9 82.0 49.1 59 160.3 121.5 106.0 97.6 70.3 33.7 59 160.3 121.5 106.0 97.6 82.8 64.1 56.9 51.3 42.7 59 185.0 150.4 127.6 108.1 77.9 46.6 62 152.5 115.6 100.9 92.9 66.9 32.1 62 152.5 115.6 100.9 92.9 78.8 61.0 54.2 48.8 40.6 62 185.0 1 143.1 121.4 102.9 74.1 44.3 65 145.5 110.3 96.3 68.6 63.8 30.6 65 145.5 110.3 96.3 88.6 75.2 58.2 51.7 46.5 38.8 65 180.1 136.5 115.8 98.2 70.7 42.3 68 139.1 105A 92.0 84.7 61.0 NA 68 139.1 105A 92.0 84.7 71.9 55.6 49A 44.5 37.1 68 172.2 130.5 110.7 93.8 67.6 40A 71 133.2 1 101.0 88.1 81.1 58A NIA 71 1332 101.0 88.1 81.1 68.8 53.2 47.3 42.6 35.5 71 164.9 125.0 106.0 89.9 64.7 38.7 74 127.8 96.9 84.5 77.8 56.0 WA 74 127.8 96.9 84.5 77.8 66.0 51.1 45.4 40.9 34.1 74 158.2 119.9 101.7 862 62.1 37.1 77 122.8 93.1 81.3 74A 53.8 WA 77 122.8 93.1 81.3 74.8 63.5 49.1 43.6 39.3 32.7 77 152.0 115.3 97.8 82.9 59.7 35.7 80 1182 89.6 782 72.0 51.8 WA 80 118.2 89.6 782 72.0 61.1 47.3 42.0 37.8 31.5 80 146.3 110.9 94.1 79A 57.4 34.3 83 113.9 86A 75A 69A 49.9 WA 83 113.9 86.4 75.4 69A 68.9 45.5 40.5 36A 30.4 83 141.1 106.9 90.7 76.9 55.3 33.1 86 110.0 83.3 72.8 67.0 482 WA 86 110.0 83.3 72.8 67.0 56.8 44.0 39.1 35.2 29.3 86 136.1 103.2 87.5 74.2 53A 32.0 89 106.2 80.5 70.3 64.7 46.6 WA 89 1062 60.5 70.3 64.7 54.9 42.5 37.8 34.0 28.3 89 131.5 99.7 84.6 71.7 51.6 30.9 92 102.8 77.9 68.0 62.6 45.1 WA 92 102.8 77.9 68.0 62.6 53.1 41.1 36.5 32.9 27A 92 127.3 96.5 81.8 69.4 49.9 WA 95 99.5 75.5 65.9 60.6 43.6 WA 95 99.5 75.5 65.9 60.6 51A 39.8 35A 31.8 26.5 95 123.2 93A 79.2 67.2 48A WA 98 96.5 73.1 63.8 58.8 42.3 WA 98 98.5 73.1 83.8 58.8 49.9 38.6 34.3 30.9 25.7 98 119.5 90.6 76.8 85.1 46.9 WA 101 93.6 71.0 61.�J S .0• '41 0 A• • 101 93.8 71.0 61.9 57.0 48.4 37.4 33.3 29.9 25.0 101 115.9 87.9 74.5 632 45.5 WA 104 90.9 88.9 X80.2 56A 69A tyA• i 104 90.9 68.9 60.2 55.4 47.0 36.3 32.3 29.1 242 104 112.6 85.3 72.4 61.4 44.2 WA • •• ••• ••00 mo I��C t1L ..• .....1 'bi FLORIDA BUILDING CODE Hl h Velocity Hurricone Zone PRODUCT REVISED : J �` '•,• 0!013 MUM MC. SERIES 14000 HMMS IMPACT RESISTANT DRANK gr. 40cempiyingwith dfPl%*, •• CLIPPED ALUMINUM MULLIONS FALL Building Code Ac.pU-No • t� • -•-• r 200 NFSr nl neo 00/D'r/ts Bx• Im D-ie ?L>♦8 1•. t :�:= IL EC O 1Nc. "" n 3301 DATE S TiLuT Torn•xmisimKo COWANT nun ryW)36�e00.f' .y .••• • 4r aas"r. sia aoa wwa oroox n ane +"N•0 R� 15-158 Mimi roducl 'L!!" QQ� AF'-sn woors •-en!OOM1 wn LLY.r ulna Yn Rr.r r[ DRM40 No IfAtAMI DADE COUNTY NA�DA.nun Jr p� sNar w OF eo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED WZ,, CLIPS C1 & C2 E-C1jC2-N=4-CONC E-ClfC2-N=6-CONC A.S.D.DESIGN PRESSURE RATING(µa4)FOR r A" yr MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(P.at) FOR 7'x8"xl/8"MULLION WITH CLIPS CONNECTED WITH 4 1/4"•ULTRACONS IN CONCRETE EACH END OF MULLION (8)114'•ULTRACONS IN CONCRETE EACH END OF MULLION TYbutKy IMlibn Le L Tdbutery Mullion Len Wdih b 38.375 50.625 58 63 74.25 98 108 120 144 Width b 38.375 50.625 58 63 74.25 98 108 120 144 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 158.0 108.3 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 166.0 108.3 23 185.0 185.0 185.0 185.0 185.0 f85.0 187.4 135.8 942 23 185.0 185.0 185.0 185.0 185.0 185.0 187.4 135.8 94.2 28 185.0 185.0 185.0 185.0 185.0 180.0 148.1 120.0 83.3 26 185.0 185.0 185.0 185.0 185.0 185.0 148.1 120.0 83.3 29 185.0 185.0 185.0 185.0 185.0 161.4 132.8 107.8 74.7 29 185.0 185.6 185.0 185.0 185.0 168.1 132.8 107.6 74.7 32 185.0 185.0 185.0 185.0 185.0 146.3 120.3 97.5 67.7 32 185.0 185.0 185.0 185.0 185.0 152.3 120.3 97.5 67.7 35 185.0 165.0 185.0 185.0 1 172.9 133.7 110.0 89.1 61.9 35 185.0 185.0 185.0 185.0 185.0 139.3 110.0 89.1 61.9 38 185.0 185.0 .185.0 185.0 1 1592 1232 101.3 82.1 57.0 38 185.0 185.0 185.0 185.0 185.0 128.3 101.3 82.1 57.0 41 185.0 185.0 185.0 173.9 147.6 114.1 93.9 76.1 1 52.8 41 185.0 185.0 185.0 185.0 176.8 118.9 93.9 76.1 52.8 44 185.0 185.0 176.1 162.1 137.5 106.4 87.5 70.9 492 44 185.0 185.0 185.0 185.0 166.8 110.8 87.5 70.9 49.2 47 185.0 185.0 164.8 151.7 128.7 99.6 81.9 66A 46.1 47 185.0 185.0 185.0 183.8 156.0 103.7 81.9 66.4 46.1 50 185.0 177.5 154.9 142.6 121.0 93.6 1 77.0 62A 43.3 50 185.0 185.0 185.0 172.8 146.6 97.5 77.0 62.4 43.3 53 185.0 167.4 1462 134.6 114.2 88.3 1 72.7 58.9 40.9 53 185.0 185.0 177.1 163.0 138.3 92.0 72.7 58.9 40.9 56 185.0 158.5 138.3 127.3 108.1 83.6 1 68.8 55.7 38.7 56 185.0 185.0 167.6 154.3 130.9 87.0 68.8 55.7 38.7 59 185.0 150.4 131.3 120.9 102.6 79.3 65.3 52.9 36.7 59 185.0 182.2 159.1 146A 124.3 82.6 65.3 52.9 36.7 62 185.0 143.1 124.9 115.0 97.6 75.5 62.1 50.3 34.9 62 185.0 173.4 151A 139A 1182 78.6 62.1 50.3 34.9 65 180.1 136.5 119.2 109.7 93.1 72.0 592 48.0 33.3 65 185.0 165A 144A 132.9 112.8 75.0 59.2 48.0 33.3 68 172.2 130.5 113.9 104.9 89.0 68.8 56.6 45.9 31.9 68 185.0 158.1 138.0 127.1 107.8 71.7 56.6 45.9 31.9 71 164.9 125.0 109.1 100.4 852 65.9 54.2 43.9 30.5 71 185.0 WA 132.2 121.7 103.3 68.6 54.2 43.9 30.5 74 158.2 119.9 104.7 98.4 81.8 632 52.0 42.2 WA 74 185.0 145.3 126.8 116.8 99.1 65.9 52.0 42.2 WA 77 152.0 115.3 100.6 92.6 78.6 60.8 50.0 40.5 WA 77 1842 139.6 121.9 112.2 952 63.3 50.0 40.5 WA 80 146.3 110.9 96.8 89.1 75.6 58.5 48.1 39.0 WA 80 177.3 134.4 117.3 108.0 91.6 60.9 48.1 39.0 WA 83 141.1 106.9 93.3 85.9 72.9 56A 46.4 37.6 WA 83 1705 129.5 113.1 104.1 88.3 58.7 46A 37.6 WA 86 136.1 103.2 90.1 82.9 70.4 54A 44.8 36.3 WA 86 1645 125.0 109.1 100.5 85.2 56.7 44.8 36.3 WA 89 131.5 99.7 87.0 80.1 68.0 52.6 43.3 35.0 WA 89 159.4 120.8 106A 97.1 82A 64.8 43.3 35.0 WA 92 127.3 96.5 842 77.5 65.8 50.9 41.9 33.9 WA 92 1542 116.9 102.0 93.9 79.7 53.0 41.9 33.9 WA 95 1232 93A 81.5 75.1 63.7 49.3 40.5 32.8 WA 95 149.3 113.2 98.8 90.9 77.2 51.3 40.5 32.8 WA Be 119.5 80.6 79.0 72.8 61.7 47.8 39.3 31.8 WA 98 144.7 109.7 95.8 88.2 74.8 49.7 39.3 31.8 WA 101 115.9 87.9 76.7 70.6 59.9 46.3 38.1 30.9 A 0 0 10 14 A .5 92.9 85.5 72.6 48.3 38.1 30.9 WA 104 112.6 85.3 74.5 68.6 582 45.0 37.0 30.0 WA • • • 104 0 N 3fi.4 103.4 90.2 83.1 70.5 48.9 37.0 30.0 WA. • • 0 0• • • • '100191RAP, • �.•'' •��i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRADUCr REVISED D2015 nRCD n0. SERIES 14000 HMMS IMPACT RESISTANT DRMVN Br. ceeydyiq.rllb 06 Fla • •'y CLIPPED ALUMINUM MULLIONS F.R.L A�6io415.06 2.13 xa9 wFsr 76 Bove a6/a/,5 �oJD �,/, ,� •� I L E C O IN.. ( ,n-M014, DAT �! • ^' '• LUT TESTING•EN000:Ee1NG eowryw1 nx(a65 a56-6m plp{IuC1 z ..�iOR "...>.,. , aacaq BY • Q'=• � n....:tan a10.ra.(Ja3k'!1-Isu wean ""'•"'�° O0A1 15158 '' �v.w awrnat Kcsla DWa6N0 No /Mn' EB-0006719 MIAMI DADE COUNTY P.E. •tiry , WAL oA.n�!T�i'ei'E- sx[ra ao Of a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIPS C1 & C2 F-Cl 42-N=B-CONC AS,D.DEMON PRESSURE NO(p.aL)FOR 2rxftil"MULU ITH CLIPS CONNECTED WITH AS.D.DESIGN PRESSURE RATING(P.aL) FOR 7'x8 xllC MULLION WITH CLIPS CONNECTED WITH U4.0 CON8 IN CON D OF MULLION S 114"2 ULTRACONS IN CONCRETE EACH END OF MULLION dbu Nmu n Le Tdbulary KtIlon Lena th L Width b 38.375 1 50.625 1 58 63 74.25 96 108 120 (1442 Wkfth 38.375 50.625 58 83 74.25 1 96 108 120 144 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 1 5.0 20 185,0 165.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 23 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 164.3 23 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 172.0 26 185.0 185.0 185.0 185.0 185.0 185.0 185.0 174.5 145.4 26 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 152.1 29 185.0 185.0 185.0 185.0 185.0 185.0 173.8 156.4 130.3 29 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 136.4 32 185.0 185.0 185.0 185.0 185.0 1772 157.5 141.8 118.1 32 185.0 185.0 185.0 185.0 185.0 185.0 185.0 178.0 123.6 35 185.0 185.0 185.0 185.0 185.0 162.0 144.0 129.6 108.0 35 185.0 185.0 185.0 185.0 185.0 185.0 185.0 162.7 113.0 38 185.0 185.0 185.0 185.0 165.0 149.2 132.6 119.4 99.5 38 185.0 185.0 185.0 185.0 185.0 185.0 176.8 149.9 104.1 41 185.0 185.0 185.0 185.0 178.8 138.3 122.9 110.6 922 41 185.0 185.0 185.0 185.0 185.0 184.4 163.9 138.9 96.5 - 44 185.0 185.0 185.0 185.0 166.6 128.9 114.5 103.1 85.9 44 185.0 185.0 185.0 185.0 185.0 171.8 152.7 129.4 89.9 i 47 185.0 185.0 185.0 183.8 156.0 120.6 1072 96.5 80.4 47 185.0 185.0 185.0 185.0 185.0 160.9 143.0 121.2 84.2 185.0 185.0 185.0 172.8 146.6 113.4 100.8 90.7 - 50 185.0 185.0 185.0 185.0 185.0 151.2 134A 113.9 79.1 53 185.0 185.0 177.1 163.0 138.3 107.0 95.1 85.6 71.3 53 1 185.0 185.0 185.0 185.0 184.4 142.6 126.8 107.5 74.6 185.0 185.0 167.6 154.3 130.9 101.3 90.0 81.0 56 185.0 185.0 185.0 185.0 174.5 135.0 120.0 101.7 70.6 59 185.0 1822 159.1 146.4 124.3 96.1 85A 76.9 64.1 59 185.0 185.0 185.0 185.0 165.7 128.1 113.9 98.5 67.0 62 185.0 173.4 151.4 139.4 1182 91.5 81.3 732 61.0 62 185.0 185.0 185.0 185.0 157.7 121.9 108.4 91.9 63.8 65 185.0 165A 144.4 132.9 112.8 87.2 77.5 69.8 582 65 185.0 185.0 185.0 177.2 150.4 116.3 103.4 87.6 60.9 68 185.0 158.1 138.0 127.1 107.8 83.4 1 74.1 66.7 55.6 68 185.0 185.0 184.0 169.4 143.7 111.2 98.8 1 83.8 582 71 185.0 151.4 1322 121.7 103.3 79.9 71.0 63.9 53.2 71 185.0 185.0 176.2 162.3 137.7 106.5 94.6 80.2 55,7 74 185.0 145.3 126.8 116.8 99.1 76.6 68.1 61.3 51.1 74 185.0 185.0 169.1 155.7 132.1 102.2 90.8 77.0 53.5 77 184.2 139.6 121.9 112.2 952 73.6 65.5 58.9 49.1 77 185.0 185.0 162.5 149.6 126.9 982 87.3 74.0 51.4 80 177.3 134A 117.3 108.0 91.6 70.9 63.0 56.7 47.3 80 185.0 1792 156A 144.0 122.2 94.5 84.0 71.2 49.4 83 170.9 129.5 113.1 104.1 88.3 68.3 60.7 54.7 45.5 83 185.0 172.7 150.8 138.8 117.8 91.1 81.0 68.6 47.7 86 164.9 125.0 109.1 100.5 85.2 65.9 58.6 52.7 44.0 88 185.0 166.7 145.5 134.0 113.7 87.9 T8.1 66.2 46.0 89 154.4 120.8 105.4 97.1 82.4 63.7 56.8 51.0 42.5 89 185.0 161.1 140.6 129.4 109.8 84.9 75.5 84.0 44.4 92 154.2 116.9 98.8 93.9 79.7 81.8 54.8 49.3 41.1 92 185.0 155.8 136.0 125.2 106.2 82.2 73.0 "61.943.095 149.3 113.2 98.8 90.9 77.2 59.7 53.1 47.7 39.8 95 185.0 150.9 131.7 121.3 102.9 79.6 70.7 98 144.7 109.7 95.8 882 74.8 57.9 51A 46.3 38.6 g 1 .0 48.3 127.7 117.6 99.7 77.1 68.6 101 140.4 108 5 92.9 85.5 72.6 58.1 49.9 44.9 34!4 •0 i01• •18i 0 141.9 123.9 114.1 96.6 74.9 66.5 104 136.4 103.4 902 83.1 70.5 54.5 48.5 436 363 • 8 137.8 120.3 110.8 94.0 72.7 64.6 • •• • �P• y FLORIDA BUILDING CODE High Vsloclty Hurricane Zone) PRODUCT REvlatu 02013 TLTECO W- SERIES 14000 HMMS IMPACT RESISTANT m OItARM•r maplyiry with am Florms 'j _s - CLIPPED ALUMINUM MULLIONS - - - IIdldi,l{Cade N a►ccepM•ce No( -«6 8 --, I L E C O I N e. Pia E:1.WM a BW 03/04/,3 % WXnN0 a EMMRRIND OOMPA IIx T61ion DOM HVIM.R.=14 DATE a MY Fp0 By q• .' `i Ar.aw.q,a.io3.v4101M 4N�M4.n... rrr.9wia 15.156 kti �(•'•. _ :two�3w �w3Mn-131 Teoa •• ED-0006119 wurna D"wm Ro l DADE COUNTY P. •T WItE lR A l ur Jr. P.E. Ug.441§7 °�'„'� •• MMR r Di 60 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS CLIPPED INTERIOR MULLIONS CHARTS INTO CONCRETE SUBSTRATE INTO CONCRETE SUBSTRATE CONNECTED W/ CLIPS C1 & jt2 CONNECTED Wf CLIP C1 1-CljC2-N=8-CONC J-C1-N_4-CONC A.B.D.DE30H PRUIURE RATING(p.9L)FO ff'XrXV49AULU0TH CLIP INID.OBa�PATINO".I)WE4V ONWI1HCWe 16114-8LL11TAWN6 IN POURED CONCRETE EACH END OF MULLION C0NNW=Wfl11419-81L?RAC0Na61 CONCUR EPACH8001'VtALION Trlbutery Mu on ttt TrIMAKY M m th L Wkgh 36.376 60525 5s 63 74.25 96 106 120 144 VPidtN 38.376 50.625 58 53 74.25 98 20 185.0 185.0 185.0 185 185.0 185.0 185.0 20 200.0 200.0 200.0 200.0 185.9 1112 23 185.0 185.0 85.0 185.0 185. 185.0 185.0 185.0 185.0 23 200.0 200.0 200.0 200.0 181.8 98.7 20 85.0 185. 185.0 185.0 185.0 185.0 185.0 185.0 185.0 26 200.0 200.0 200.0 198.6 143.0 85.5 29 185.0 185.0 85. 185.0 185.0 185.0 166.0 185.0 173.8 29 200.0 200.0 200.0 178.1 1282 76.7 32 .0 185.0 185.0 185.0 185 18 .0 185.0 185.0 157.5 32 200.0 200.0 190.4 161A 1162 69.5 35 85D 1850 85D 1 0 185.0 185.0 185.0 1722 144.0 35 200.0 200.0 174.1 147.5 1062 63.5 38 185.0 185.0 185.0 185.0 185.0 185.0 176.8 1592 132.8 38 200.0 188.6 160.3 135.9 97.8 58.5 41 185.0 105.0185.0 185.0 185.0 184.4 163.9 147.5 122.9 41 200.0 174.8 148.6 128.0 90.7 54.2 44 185.0 185.0 185.0 1 185.0 185.0 171.8 152.7 137.5 114.544 200.0 162.9 138.5 117.4 84.5 50.5 47 185.0 185.0 186.0 1 185.0 185.0 160.9 143.0 128.7 107.2 47 200.0 152.5 129.6 109.9 79.1 47.3 50 185.0 185.0 185.0 1 185.0 185.0 151.2 134.4 121.0 100.8 50 109.1 143.4 121.9 103.3 74.4 44.5 53 185.0 185.0 185.D 185.0 184A 142.6 126.8 114.1 95.1 53 178A 1352 115.0 97.4 70.1 42.0 56 185.0 185D 185.0 185.0 174.5 135.0 120.0 108.0 90.0 56 1682 128.0 108.8 922 66A 39.7 59 186.0 1 185.0 185.0 185.0 185.7 128.1 113.9 102.5 85.4 59 160.3 121.5 103.3 87b 63.0 37.7 62 185.0 1 185.0 185.0 185.0 157.7 121.9 108A 978 81.3 62 152.5 115.8 98.3 83.3 60.0 35.9 65 185.0 185D 185.0 177.2150.4 118.3 103.4 93.0 77.5 65 145.5 110.3 93.7 79A 57.2 34.2 Be 185.0 185D 184.0 169.4 143.7 111.2 98.8 88.9 74.1 86 139.1 105.4 89.8 75.9 54.7 32.7 71 185.0 185.0 178.2 162.3 137.7 106.5 94.8 852 71.0 7133.2 85.8 72.7 52.4 31.3 74 185.0 185.0 169.1 155.7 132.1 102.2 90.8 81.7 68.1 744 127.8 996.9 6.9 82.3 692 502 30.1 77 185.0 185.0 182.5 149.6 126.9 98.2 87.3 78.5 65.5 77 1182 93.1 79.1 67.1 46.3 28.9 80 185.0 1792 158.4 144.0 122.2 94.5 84.0 75.6 63.0 80 1182 89.8 73A 622 48.5 27.8 83 185.0 172.7 150.8 138.8 117.8 91.1 81.0 72.9 60.7 83 113.9 88.4 73.4 622 44.6 28.8 86 110.0 83.3 702 80.0 43.2 25.9 88 185.0 186.7 145.5 134.0 113.7 87.9 78.1_ 70.3 58.6 89 1062 60.5 68.5 58.0 41.8 25.0 89 185.0 161.1 140.0 129A 109.8 84.9 75.5 88.0 58.6 92 102.8 77.9 66.2 56.1 40.4 24.2 92 185.0 1552 138.0 125.2 1 1081 82.2 73.0 65.7 542 1 95 99.5 75.5 64.1 54A 39.1 23A 95 185.0 1 1509 131.7 121.3 1024 79.8 70.7 63.7 53.1 1 98 96.5 73.1 622 52.7 37.9 22.7 98 185.0 148 3 127.7 117.6 9 .7 77.1 .8 81.7 51A 101 93.8 71 A 60.3 51.1 36.8 22.0 101 185.0 1419 123.9 114.1 96.8 74.9 66.5 599 499 104 90.9 68.9 582 149.7 35.7 21.4 104 181.8 1 1372 1 120.3 110.8 94.0 72.7 64.6 58.2 48.5 •• ••• • • • • • •• . . . ,tis � �: •.9 . FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED 02015 TXhCO 3to. SERIES 14000 HMMS IMPACT RESISTANT t RWH W. "comPlyinvAillrL61�w4go - _. •;� N A416 •41 _ • -'- CLIPPED ALUMINUM MULLIONS - FAL Building Code ._� ' /04/15 AcmO-.No�<1' j s S - I L E C O iNG. NO rEar 301407 oeDATE $% ralm* D01C 1 1NNl:AII n..017014 DATE • 11117r TMN0•LNOINQIONO COMPANY m: e3!-!L!s A M -1 a lwoww a eoms.n a:ee f .a re acLoan 15-158 !LORI .:<> ,-lege. ue -S Miami Pr4duet �' 00067+.•.x. art we t1AAAt•iro No EB-00067101 WMI DADE COUNTY P.E. wAtrE3 w Thur x. P.E u a 010 Dc.4417 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL ALUMINUM SUBSTRATE CONNECTED Wf CLIPS C1 & ( A-Cl/C2-N=4-STEEL/ALUM. B-Cl/C2-N=4-STEEL/ALUM. A.SADESIGNPRS88URERATWO(p l)PORI"x9"x116" A.9,aDESIGN PRESSURE RATING(R..L)FOR 1'x4"xli$"MULLION WITH CLIPS MULLION WITH CUPS CONNECTED WITH(4)114TEJ( CONNBCfE0W1TH 4 1/4Tt3C6CRBA18FACNF]1DOFMUUON SCREWS EACH END OF MULLION Tributary' A411YGi1la Ut 50..82825 5 58 83 Tributary M LeltpL) Width(b) 38.375 60.625 58 63 74.25 80 Width b 38.375 20 185.0 185.0 1542 130.7 20 185.0 185.0 185.0 185.0 145.5 125A 23 185.0 176.1 134.1 113.7 23 185.0 185.0 185.0 175.8 126.6 109.0 26 185.0 155.7 118.7 100.6 28 185.0 185.0 183.5 155.5 112.0 96A 29 185.0 139.8 106A 90.2 29 185.0 185.0 164.5 139.4 100.4 86.5 32 185.0 126.5 96.4 81.7 32 185.0 -185.0 149.1 126.4 91.0 78A 35 185.0 1 115.7 1 88.1 74.7 35 185.0 1 178.9 136.3 115.5 832 71.6 38 185.0 106.6 81.2 68.8 38 185.0 164.8 125.5 106.4 76.6 66.0 41 171.9 98.8 75.2 63.8 41 185.0 152.7 116A 98.6 71.0 61.2 44 160.2 92.0 70.1 59.4 44 185.0 142.3 108.4 91.9 66.2 57.0 47 149.9 86.2 65.6 55.6 47 185.0 1332 101.5 86.0 61.9 53A 50 140.9 81.0 61.7 52.3 50 185.0 1252 95.4 80.9 58.2 50.2 53 133.0 76.4 58.2 49.3 53 185.0 118.1 90.0 78.3 54.9 47.3 56 125.8 72.3 55.1 46.7 56 175.3 111.8 85.2 722 52.0 44.8 59 119.4 68.6 52.3 44.3 59 166A 106.1 80.9 68.5 49.3 42.5 62 113.7 65.3 49.8 42.2 62 158.3 101.0 76.9 65.2 47.0 40A 65 108.4 62.3 47.5 40.2 65 151.0 96.3 73A 62.2 44.8 38.6 68 103.6 59.5 45.4 38.5 68 144A 92.1 702 59.5 42.8 36.9 71 99.3 57.0 43A 38.8 Ti 136.3 68.2 672 56.9 41.0 35.3 74 95.2 54.7 41.7 35.3 74 132.7 84.6 64.5 54.6 39.3 33.9 77 91.5 52.6 40.1 34.0 77 127.5 81.3 62.0 52.5 37.8 32.6 80 88.1 50.6 38.6 32.7 80 122.7 78.3 59.6 50.5 36.4 31.3 83 84.9 48A 37.2 31.5 83 118.3 75A 57.5 48.7 35.1 30.2 86 81.9 47.1 35.9 30.4 86 114.1 72.8 55.5 47.0 33.8 WA 89 792 45.5 34.7 WA 89 110.3 70A 53.6 45A 32.7 WA 92 1 76.6 44.0 33.5dNW/A 92 106.7 68.1 51.9 43.9 31.6 WA 95 742 42.6 32.5 95 103.3 65.9 502 42.8 30.6 WA 98 71.9 41.3 31.5 98 100.2 63.9 48.7 41.3 WA WA 101 69.8 40.1 30.5 •• •• 401D 67.2. -82.0• 472 40.0 WA WA 104 67.8 38.9 WA : .4 45.9 38.9 WA WA •• ohm" • •• ••• ��'• 4��y�y FLORIDA BUILDING CODE (High V.IocNy Hurricane Zone) PRODUCTREVISED •2010 mtm0 ma SERIES 14000 HMMS IMPACT RESISTANT quwR at 00 ca0driFy.� 06 with dw" - I -' CLIPPED ALUMINUM MULUONS due �18 = _.._�' _•.-- ` .-.m tanst.1rtsc P.E._�eti . v.on we ay.a mrrw " O0x0�/wa+/c ts •:Q: L E C O mc. OAK ,,,,' NOrAti '•V � m)m1r1b6 �` *A- 11A PDADSOUNTY P.E --&M 11 . o 7XEEf 2]or 60 • • • • • • • • • • • .. .. • • • .. .. CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W/ CLIPS C1 & C2 C-Cl/C2-N=4-STEELjALUM. - - = - A.Sn OE8M PRESSURE RA78r Qml.)FOR 1'x4'xtle x 81Y MULLION WITH A.B.O.DESIGN PRE88URERATtNO(p•.1.)FOR M4"x118 x 3M'MU11ON WITH CUP8COWIBCTEDWI7H 4 114"TEK8CPJ3N8 EkCHENOOFMULLION CUPS CONNOC'M WITH 8 114'7B(BCREWS EACH 9m OF MULLION Tribute Mullion Length Q TrIbutory Mullion Length L) 1Mdth b 38.375 50.625 58 83 74.25 80 WIith b 38.375 50.6251 58 63 74.25 1 80 20 185.0 185.0 185.0 185.0 185.0 182.2 20 185.0 185.0 185.0 185.0 185.0 1 1822 23 185.0 185.0 185.0 165.0 183.9 158A 23 185.0 185.0 185.0 185.0 183.9 158.4 26 185.0 185.0 185.0 185.0 162.7 1402 26 185.0 185.0 185.0 185.0 162.7 1402 29 185.0 185.0 185.0 185.0 145.9 125.7 29 185.0 185.0 185.0 185.0 145.9 125.7 32 185.0 185.0 185.0 183.6 1322 113.9 32 185.0 185.0 185.0 183.6 1322 113.9 35 185.0 185.0 185.6 167.9 120.9 104.1 35 185.0 185.0 185.0 167.9 120.9 104.1 38 185.0 185.0 170.9 1 164.6 111.3 95.9 38 185.0 185.0 182.4 154.6 111.3 95.9 41 185.0 181.5 158A 143.3 103.2 88.9 41 185.0 185.0 169.1 143.3 103.2 88.9 44 1 185.0 169.1 147.6 133.5 96.1 82.8 44 185.0 185.0 157.6 133.5 96.1 82.8 47 185.0 158.3 138.2 125.0 90.0 77.5 47 185.0 185.0 147.5 125.0 1 90.0 77.5 50 185.0 148.8 129.9 117.5 84.6 72.9 50 185.0 182.0 138.7 117.5 84.8 72.9, 53 185.0 14DA 122.5 110.9 79.8 68.8 53 185.0 171.7 130.8 1 110.9 79.8 68.8 56 175.3 132.9 116.0 104.9 75.5 65.1 56 185.0 162.5 123.8 104.9 75.5 65.1 59 166.4 126.1 110.1 99.6 71.7 61.8 59 185.0 154.2 117.5 99.6 71.7 61.8 62 158.3 120.0 104.8 94.8 68.2 58.8 62 185.0 146.8 111.8 94.8 682 58.8 65 151.0 114.5 99.9 90A 65.1 56.1 65 185.0 140.0 106.7 90.4 65.1 56.1 68 144A 109A 95.5 66A 62.2 53.6 68 185.0 133.8 101.9 86.4 622 53.6 71 138.3 104.8 91.5 82.8 59.6 51.3 71 185.0 1282 97.6 82.8 59.6 51.3 74 132.7 100.6 87.8 79.4 572 492 74 165.0 123.0 93.7 79A 572 492 77 127.5 96.6 84.3 76.3 54.9 47.3 77 185.0 1182 90.0 76.3 54.9 47.3 80 122.7 93.0 81.2 73A 52.9 45.5 80 184.1 113.7 86.7 73.4 52.9 45.5 83 118.3 89.7 78.3 70.8 51.0 43.9 83 177A 109.6 83.5 70.8 51.0 43.9 66 114.1 86.5 75.5 68.3 49.2 42.4 Be 171.2 105.8 80.6 68.3 49.2 42A 89 110.3 83.6 73.0 66.0 47.5 40.9 89 165A 102.2 77.9 66.0 47.5 40.9 92 108.7 80.9 70.6 63.9 46.0 39.6 92 160.0 98.9 75.4 63.9 46.0 39.6 95 103.3 78.3 68A 61.9 44.5 38A 95 155.0 95.8 73.0 61.9 44.5 38A 98 1002 75.9 66.3 60.0 43.2 37.2 •• ••• • • 980 350.3 .9 70.7 60.0 432 37.2 101 97.2 73.7 64.3 58.2 41.9 36.1 • • •1 1 • 45� 90.1 68.6 58.2 41.9 36.1 104 94.4 71.5 82.5 56.5 40.7 35.0 e • • •1 • 6 47.5 66.7 56.5 40.7 35.0 .. ... • �•at�R A.il( �T'.. ��,.•""" •., ,/ FLORIDA BUILDING CODE Hl h Velocity Hurricane Zone) PRDDUC7 Rx"115W = 02015 To3m 9x.- SERIES 14000 HMMS IMPACT RESISTANT DAWN BY. a5 coral 1pny wish vw Fir • •i • • - CLIPPED ALUMINUM MULLIONS FALL Acctptm�No 290 WEST 7 ROAD OSA4/15 IM slim D01e "7f� ..._.. • om.HKW fl 57014 M7E mM3 • 3 �� ►t lit •'A nur tcmno•cxmxaano cawrun riac 05a0e� By K>.2ew m N 2m.ew«•w5o•mu. Miami do Pmducl 4,c••., OR►OA,*?�'� "'°",<'.�-.�s1_'.. :...`'ml'n-,y, ..r , .•oas W�7�p®-0005719 ws,oi wt o. wrs DRAWWO N. IAMI DADE COUNTY P''' {tofpDA Lic 4 Ik7 E' w 12 2 SX[Ei 2�D'SD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W/ CLIPS C1 & C? D-Q1/C2-N=4-STS LUM. D-Q1/C2-N=6-STEEL/ALUM. A.S.D.DESIGN PRESSURE RATING(p.e.L) FOR 2"x4"x1/a"MULLION A.S.D.DESIGN PRESSURE RATING(p.al.)FOR WW"x116"MULLION WITN CLIPS CONNECT®WITH(4)114"TKK SCREWS EACH END OF WITH CLIPS CONNECTED WITH(8)114"TEK SCREINS EACH END OF MULLION MULLION Tributary bWilion Length L Tributary WIllon Length(L Width 38.375 50.825 58 83 74.25 98 Width 38.375 60.625 66 83 74.25 96 20 185.0 185.0 185.0 185.0 185.0 137.4 20 185.0 1 185.0 185.0 185.0 185.0 137.4 23 185.0 185.0 •185.0 185.0 185.0 119.5 23 185.0 185.0 185.0 185.0 185.0 119.5 26 185.0 185.0 185.0 185.0 176.7 105.7 26 185.0 185.0 185.0 185.0 176.7 105.7 29 185.0 185.0 185.0 185.0 158.4 94.8 29 165.0 185.0 185.0 185.0 158.4 94.8 32 185.0 185.0 185.0 185.0 143.6 85.9 32 186.0 185.0 185.0 185.0 143.6 85.9 35 185.0 185.0 185.0 170.8 131.2 78.5 35 185.0 185.0 185.0 182.3 131.2 78.5 38 185.0 185.0 170.9 157.4 120.9 72.3 38 1 185.0 185.0 185.0 167.9 120.9 72.3 41 185.0 181.5 158.4 145.8 112.0 67.0 41 185.0 185.0 185.0 155.6 112.0 67.0 44 185.0 169.1 147.6 135.9 104.4 62.5 44 185.0 185.0 171.1 145.0 104.4 -62.5-- 47 185.0 158.3 138.2 127.2 97.7 58.5 47 185.0 185.0 160.2 135.8 97.7 58.5 50 196.3 148.8 129.9 119.6 91.9 55.0 50 185.0 185.0 150.6 127.6 91.9 55.0 53 185.2 140.4 122.5 112.8 86.7 51.8 53 185.0 185.0 142.0 120.4 86.7 51.8 56 175.3 132.9 116.0 106.8 62.0 49.1 56 185.0 176.5 134.4 113.9 62.0 49.1 59 166.4 126.1 110.1 101.3 77.9 46.6 59 185.0 167.5 127.6 108.1 77.9 46.6 62 158.3 120.0 104.8 96.4 74.1 44.3 62 185.0 159A 121A 102.9 74.1 44.3 65 151.0 114.5 99.9 92.0 70.7 42.3 65 185.0 152.0 115.8 98.2 70.7 42.3 68 144.4 109.4 95.5 87.9 67.6 40.4 68 185.0 145.3 110.7 93.8 67.6 40A 71 138.3 104.8 91.5 84.2 64.7 3B.7 71 185.0 139.2 106.0 89.9 64.7 38.7 74 132.7 100.6 87.8 80.8 62.1 37.1 74 185.0 133.5 101.7 862 62.1 37.1 77 127.5 96.6 84.3 77.7 59.7 35.7 77 185.0 128.3 97.8 82.9 59.7 35.7 80 122.7 93.0 81.2 74.7 57.4 34.3 80 184.1 123.5 94.1 79.8 57A 34.3 83 118.3 89.7 78.3 72.0 55.3 33.1 83 177.4 119.1 90.7 76.9 55.3 33.1 Be 114.1 86.5 75.5 69.5 53.4 32.0 86 1712 114.9 87.5 74.2 53A 32.0 89 110.3 83.6 73.0 67.2 51.6 30.9 89 165A 111.0 84.6 71.7 51.6 30.9 92 106.7 80.9 70.6 65.0 49.9 NIA 92 160.0 107A 81.8 69A 49.9 WA 95 103.3 78.3 68.4 62.9 48.4 WA 95 155.0 104.0 79.2 87.2 48A WA 98 1002 75.9 66.3 61.0 46.9 WA 98 150.3 100.8 76.8 65.1 46.8 WA 101 97.2 73.7 64.3 59.2 45.5 WA .•• ••: , L 1 7.8 74.5 632 45.5 WA 104 94.4 71.5 62.5 57.5 442 WA • • • 6' 95.0 72.4 81.4 44.2 WA • •• • .. ... � \pswitsuh R TILL •`a�� "''•79y FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED 910N TILTUO T- SERIES 14000 HMMS IMPACT RESISTANT oReeR V. m c 610yh%whh We QW10•• • • •7 s • CUPPED ALUMINUM MULLIONS Building Code tit G Aeaplmie No`7' J2�� m wm 76 Rao 06/04/15 9n tihM / •. ... t T I E C O INC. ,6ureR.R.asox att �!' PN01E: sse-mos • z•.Q�S` �`a wun tcmRo t gRawalar�o wwP�ln rex: Sas-e6e5 By 1i'Y0 p�10p,: 15-158 Mimi de y .s ai...•esee.. a,w rm�s e", =3 su"n". D"VAN0 W. IAMI OADE COUNTY P' b I•• \ *ALIT D 744fa7P.r o4.>w MN V, s� SALT 25 Or 60 • • • • • • • • • • s CLIPPED INTERIOR MULLIONS CHARTS INTO STEELZALUMINUM SUBSTRATE CONNECTED W f CLIPS C 1 & C2 E-Q1/C2-N=6-STEEL/ALUM. E-Cl/C2-N=8-STEEL/ALUM. A.S.D.DESIGN PRESSURE RATING(p.st)FOR 2-x8-x118-MULLION WITH CLIPS A.S.D.DESIGN PRESSURE RATING(p.st) FOR 2-xG-Xll-MULLION WITH CLIPS CONNECTED WITH 114-TEK SCREWS EACH END OF MULLION CONNECTED WITH S 114-TB(SCREWS EACH END OF MULLION Tributary Mullion Length L Tribute RMIllon Length L Width(b) 38.375 60.625 68 63 74.25, 95 108 120 144 Width(b) 38.375 50.625 58 63 7425 96 108 120 144 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 158.0 108.3 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 156.0 108.3 23 185.0 185.0 185.0 185.0 185.0 185.0 167A 135.6 .94.2 23 185.0 185.0 185.0 185.0 185.0 185.0 187.4 135.6 94.2 26 185.0 185.0 185.0 185.0 185.0 165.0 148.1 120.0 83.3 26 185.0 185.0 185.0 185.0 185.0 185.0 148.1 120.0 83.3 29 185.0 185.0 185.0 185.0 185.0 188.1 132.8 107.6 74.7 29 185.0 185.0 185.0 185.0 185.0 168.1 132.8 107.6 74.7 32 186.0 185.0 185.0 185.0 185.0 152.3 120.3 97.5 67.7 32 185.0 185.0 185.0 185.0 185.0 152.3 120.3 97.5 67.7 35 185.0 185.0 185.0 185.0 185.0 139.3 110.0 89.1 61.9 35 185.0 185.0 185.0 185.0 185.0 139.3 110.0 89.1 81.9 38 185.0 185.0 185.0 185.0 185.0 128.3 101.3 82.1 57.0 38 185.0 185.0 185.0 185.0 185.0 128.3 101.3 82.1 57.0 41 185.0 185.0 185.0 185.0 185.6 118.9 93.9 76.1 52.8 41 1 185.0 185.0 185.0 185.0 185.0 1182 93.9 76.1 52.8 44 185.0 185.0 185.0 185.0 173.0 110.8 87.5 70.9 49.2 44 185.0 185.0 185.0 '185.0 185.0 110.8 87.5 70.9 49.2 47 185.0 185.0 185.0 185.0 161.9 103.7 81.9 66.4 46.1 47 185.0 185.0 185.0 185.0 173.4 103.7 81.9 66A 46.1 50 185.0 185.0 185.0 179A 1522 97.5 77.0 62.4 43.3 50 185.0 185.0 185.0 185.0 163.0 97.5 77.0 62A 43.3 53 185.0 185.0 183.8 169.2 143.6 92.0 72.7 58.9 40.9 53 185.0 185.0 185.0 185.0 153.7 92.0 72.7 58.9 40.9 56 185.0 185.0 174.0 160.2 135.9 87.0 68.8 55.7 38.7 56 185.0 185.0 185.0 185.0 145.5 87.0 68.8 55.7 38.7 59 185.0 185.0 166.1 152.0 129.0 82.6 65.3 52.9 36.7 59 185.0 185.0 185.0 185.0 138.1 82.6 65.3 52.9 36.7 62 185.0 180.0 157.1 144.7 122.7 78.6 62.1 50.3 34.9 62 185.0 185.0 185.0 182.5 131 A 78.6 62.1 50.3 34.9 85 185.0 171.7 149.9 138.0 117.1 75.0 59.2 48.0 33.3 65 185.0 185.0 185.0 174.1 125A 75.0 59.2 48.0 33.3 68 185.0 164.1 143.3 131.9 111.9 71.7 56.6 45.9 31.9 68 185.0 185.0 185.0 166A 119.8 71.7 56.6 45.9 31.9 71 185.0 1572 1372 126.3 1072 68.6 54.2 43.9 30.5 71 185.0 185.0 183.0 159.4 114.8 68.6 54.2 43.9 30.5 74 185.0 150.8 131.7 121.2 102.8 65.9 52.0 422 WA 74 185.0 185.0 175.5 152.9 110.1 65.9 52.0 42.2 NIA 77 185.0 145.0 126.5 116.5 98.8 83.3 50.0 40.5 WA 77 185.0 185.0 168.7 147.0 105.8 63.3 50.0 40.5 WA 80 184.1 139.5 121.8 112.1 95.1 60.9 48.1 39.0 WA 80 185.0 185.0 162.4 141.5 101.8 60.9 48.1 39.0 WA 83 177A 134.5 117.4 108.1 91.7 58.7 46A 37.6 WA 83 185.0 179.3 156.5 136A 98.2 58.7 46.4 37.6 WA 88 1712 129.8 113.3 104.3 88.5 56.7 44.8 36.3 WA 86 185.0 173.0 151.0 131.6 94.7 56.7 44.8 36.3 WA 89 165A 125A 109.5 100.8 85.5 54.8 43.3 35.0 WA 89 185.0 1672 146.0 1272 91.5 54A 43.3 35.0 WA 92 160.0 121.3 105.9 97.5 82.7 53.0 41.9 33.9 WA 92 185.0 161.8 141.2 123.0 88.6 53.0 41.9 33.9 WA 95 155.0 117.5 102.6 94A 80.1 51.3 40.5 32.8 WA 95 185.0 156.7 136.7 119.1 85.8 51.3 40.5 32.8 WA 98 160.3 113.9 99.4 91.6 77.7 49.7 39.3 31.8 WA 98 185.0 151.9 132.5 115.5 83.1 1 49.7 39.3 31.8 WA 101 145.8 110.5 98.5 88.8 75.3 48.3 38.1 30.9 WAe4 •• *104 485. 147. 128.6 112.1 80.7 48.3 38.1 30.9 WA 104 141.6 107.3 93.7 862 73.2 46.9 37.0 30.0 'i 1 5. '14 .1 124.9 108.8 78.3 46.9 37.0 30.0 WA • •• • • • • ••• • •. ••. ••,aglMn�IdbkM, •• \� P•r)((/ Nig FLORIDA BUILDING CODE (High Velocity Hurricane tone PRODUCT REVISED a Q�;: ENSF� �' •�16Tr� SERIES 14000 HMMS IMPACT RESISTANT owum ar: s oempsy'as with 0w F0rlpj•.• • CLIPPED ALUMINUM MULLIONS r.R.L. Noildiea Code 1 . x2.'13 = MMM 200 y0! 1�T 70 Ran osDATE ,,SDA, _ ::�•��r/j,5; � IL E C O INC. PROM s�ae4os �,� �E it 15W T=nMO•EMOIMEERPIO COMPANY fAX -6655 xx. YAa ao6.vxaw aums n asw wee.y. Lcan 76.158 By i; �j� 0 •:R4 n..:' ln-ow.ro:IxsMn-iwi rr RNw:e WRatOi pe6doei �, ._.,.e u4e..aw.: .v.. 4nM YR auTnxc No E9-OWS719 w�� IAMI DARE COUNTY -190A* � TMLTER A.TILUT Jr. P.E. SNRT 26 Or 60 fd pte\ nMXA Lk.441k7 • • • •�6Nf11 1 ITS• • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED WL-CLIPS C1 & C F-CI/C2-N=8-STEELjALUM. F-Cl/C2-N=10-STEEL LUM, A.S.D.DESIGN PRESSURE RATING(p.a.f.) FOR 2"x8"014" MULLION WITH CLIPS A.S.D.DESIGN PRESSURE RATING(p.e.t.) FOR 2"x8"014"MULLION WITH Tributary Mahlon Len L T_itbUta Mullion Length L Width b 38.375 50.625 58 63 7425 96 IDS 120 144 Width b 38.375 50.625 58 63 74.25 1 96 1 108 120 1 144 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 23 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 172.0 23 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 172.0 26 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 152.1 26 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 152.1 29 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 136.4 1 29 185.0 185.0 185.0 185.0 185.0 185.0 185.0 196.4 136.4 32 185.0 1 185.0 185.0 185.0 185.0 185.0 185.0 178.0 123.8 32 185.0 185.0 185.0 185.0 185.0 185.0 185.0 178.0 123.6 35 185.0 1 185.0 185.0 185.0 185.0 185.0 185.0 162.7 113.0 35 185.0 1 185.0 185.0 185.0 185.0 185.0 185.0 162.7 113.0 38 185.0 185.0 185.0 185.0 185.0 185.0 183.6 149.9 104.1 38 185.0 185.0 185.0 185.0 185.0 185.0 185.0 149.9 104.1 41 185.0 185.0 185.0 185.0 185.0 185.0 1 170.1 138.9 96.5 41 185.0 185.0 185.0 185.0 185.0 185.0 171.5 138.9 96.5 44 185.0 185.0 185.0 185.0 185.0 178A 158.5 129.4 89.9 44 185.0 185.0 185.0 185.0 185.0 185.0 159.8 129.4 89.9 47 185.0 185.0 185.0 185.0 185.0 167.0 148.4 121.2 84.2 47 185.0 185.0 185.0 185.0 185.0 185.0 149.6 121.2 84.2 50 185.0 185.0 185.0 185.0 185.0 157.0 139.5 113.9 79.1 50 185.0 185.0 185.0 185.0 185.0 178.0 140.6 113.9 79.1 53 185.0 185.0 185.0 185.0 185.0 148.1 131.6 107.5 74.6 53 185.0 185.0 185.0 185.0 185.0 167.9 132.7 107.5 74.6 56 185.0 185.0 185.0 185.0 1812 140.1 124.6 101.7 70.6 56 185.0 185.0 185.0 185.0 185.0 158.9 125.6 101.7 70.6 59 185.0 185.0 185.0 185.0 172.0 133.0 1182 96.5 87.059 185.0 185.0 185.0 185.0 185.0 150.8 119.2 96.5 67.0 82 185.0 185.0 185.0 185.0 163.7 126.6 112.5 91.9 63.8 62 185.0 185.0 185.0 185.0 185.0 143.5 113A 91.9 63.8 65 185.0 185.0 185.0 184.0 156.1 120.7 107.3 87.6 60.9 65 185.0 185.0 185.0 185.0 185.0 136.9 108.2 87.6 60.9 68 185.0 185.0 185.0 175.9 149.2 115.4 1 102.6 83.8 58.2 68 185.0 185.0 185.0 185.0 185.0 130.9 103.4 83.8 58.2 71 185.0 185.0 183.0 168.4 142.9 110.5 98.3 80.2 55.7 71 185.0 185.0 185.0 185.0 178.6 125.3 99.0 80.2 55.7 74 185.0 185.0 175.5 161.6 137.1 106.1 94.3 77.0 53.5 74 185.0 185.0 185.0 185.0 171 A 120.3 95.0 77.0 53.5 77 185.0 185.0 168.7 155.3 131.8 101.9 90.6 74.0 51.4 77 185.0 185.0 185.0 185.0 164.7 115.6 91.3 74.0 51.4 80 185.0 185.0 162.4 149.5 126.8 98.1 87.2 71.2 49.4 80 185.0 185.0 185.0 185.0 158.5 111.2 87.9 71.2 49.4 83 185.0 179.3 156.5 144.1 1 122.3 94.6 84.0 68.6 47.7 83 185.0 185.0 185.0 180.1 152.8 107.2 84.7 68.6 47.7 88 185.0 173.0 151.0 139.1 118.0 91.3 81.1 66.2 46.0 86 185.0 185.0 185.0 173.8 147.5 103.5 81.8 66.2 46.0 89 185.0 1 167.2 146.0 134.4 114.0 88.2 78A 64.0 44.4 89 185.0 185.0 182.4 168.0 142.5 100.0 79.0 64.0 44.4 92 185.0 161.8 141.2 130.0 110.3 85.3 1 75.8 61.9 43.092 185.0 185.0 176.5 162.5 137.9 96.7 76A 61.9 43.0 95 185.0 156.7 136.7 125.9 106.8 82.6 73A 60.0 41.6 95 185.0 185.0 170.9 157.4 133.5 93.7 74.0 60.0 41.6 98 185.0 151.9 132.5 122.0 103.5 80.1 71.2 58.1 4QA 0 •• • 0980 16519 18b.0 165.7 152.5 129A 90.8 71.8 58.1 40.4 101 185.0 147.3 128.6 118A 100.5 77.7 69.1 56.4 $9.2 • • •15 •1842 160.8 148.0 125.6 88.1 69.8 56A 39.2 104 185.0 143.1 124.9 115.0 97.6 75.5 67.1 54.83%0004•i • 1".i 178.9 156.1 143.7 122.0 85.6 67.6 54.8 38.0 • • • 00 T1C4 (/4' FLORIDA BUILDING CODE (High Velocity Hurrlcons Zone) FVX0UCT sz-',,..r.T? "sas Wren Ra. SERIES 14000 HMMS IMPACT RESISTANT OWN ST: tlu#d•t�yt�decit6 Ya�°�•• i A 0 ••i* (� • CLIPPED ALUMINUM MULLIONS r.•.L AT«PMS; I - ?t3 =• ��'1. ■ �+ ieo vnzr n ROAD=4 05/04/15 io•�e t8 a• .•-�- • a� E C 0 IIIC. NW W4 FL 5JD,4 tuft •t�� bi� ,.� P ,t((]]0055jj 558 e,Al • t� 7LT TESTING,A ENOPIEE•INO COMPANY FAR:(JOS)558-19M By •.�` N". Y s.m xwa a"mw;n aT,u m•e"rre•„y�cleam 15-156 Mi•o sde redact n..., wSTiT,-,m.r, +••co •'^��w�^ "y,ti �� DRA,YIRO No EB-0005718 •�'r tlAUER,l T Jr TICCI . PF. IAtAI DARE COUNTY \ RDRM Lk,441 7 sw SIRFt 7J OF 60 • • • • • tell• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED WZ CLIPS C1 & C2 Q-C7/C2-N=4-STEEL f ALUM. 1-C1 ZC2-N=10-STEELZALUM. AAA DOM PRBSSURERVING(psf.)FOR3"x3"x11e"MULLIONWITHCUPS AS.D.DESIGN PRESSURE RATING(P...f)FOR 4•xW'x11CMULLION WITH CUPS CONNECTED WITN d 114"M K SCREWS EACH END OFMULUON CONNECTED WITH 1 114"TEK SCREWS EACH END OF MULLION Tributary Mullion LWVth Tribute Wfon LerKith L VAdth b) 38.375 50.626 58 63 74.25 96 Vadth b 38.375 50.825 58 63 74.25 96 108 120 1 144 20 185.0 185.0 185.0 185.0 185.0 99.4 20 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 1 185.0 23 185.0 185.0 185.0 185.0 180.3 86A 23 185.0 185.0 185.0 185.0 185.0 185.0 185.0 165.0 186.0 28 185.0 185.0 185.0 185.0 159.5 76.4 26 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 29 185.0 185.0 186.0 198.6 143.0 68.5 29 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 32 185.0 185.0 185.0 180.0 129.6 62.1 32 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 165.0 35 185.0 185.0 1 185.6 164.5 118.5 56.8 35 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 38 185.0 185.0 1 170.9 151.5 109.1 52.3 38 185.0 185.0 185.0 185.0 185.0 185.0 185.0 185.0 171.6 41 185.0 185.0 158A 140.5 101.1 48.5 41 185.0 185.0 185.0 185.0 186.0 186.0 185.0 .185.0 159.0 44 185.0 169.1 147.6 130.9 94.2 45.2 44 185.0 185.0 185.0 185.0 185.0 185.0 185.0 178A 148.2 47 185.0 158.3 138.2 122.5 88.2 42.3 47 185.0 185.0 185.0 185.0 185.0 185.0 185.0 167.0 138.7 50 185.0 148.8 129.9 1152 82.9 39.7 50 185.0 185.0 185.0 185.0 185.0 185.0 174A 157.0 130A 53 185.0 140.4 122.5 108.7 78.2 37.5 53 185.0 185.0 185.0 185.0 185.0 185.0 164.5 148.1 123.0 56 175.3 132.9 116.0 102.8 74.0 35.5 56 185.0 185.0 185.0 185.0 185.0 1752 155.7 140.1 116.4 59 166.4 126.1 110.1 97.8 70.3 33.7 59 185.0 185.0 185.0 185.0 185.0 166.3 147A 133.0 110.5 62 158.3 120.0 104.8 92.9 66.9 32.1 62 185.0 185.0 185.0 185.0 185.0 1582 140.6 126.6 105.2 65 151.0 114.5 99.9 88.6 63.8 30.6 65 185.0 185.0 185.0 185.0 185.0 160.9 1342 120.7 100.3- 88 144A 109.4 95.5 84.7 61.0 WA 68 185.0 185.0 185.0 185.0 185.0 144.3 1282 115.4 95.9 71 138.3 104.8 91.5 81.1 58.4 WA 71 185.0 185.0 185.0 165.0 176.6 1382 122.8 110.5 91.8 74 132.7 100.6 87.8 77.8 56.0 WA 74 185.0 185.0 185.0 185.0 171.4 132.6 117.8 106.1 88.1 77 127.5 96.6 84.3 74.8 53.8 WA 77 185.0 185.0 185.0 185.0 164.7 127A 1132 101.9 84.7 80 122.7 93.0 81.2 72.0 51.8 WA 80 185.0 185.0 185.0 185.0 158.5 122.6 109.0 98.1 81.5 83 118.3 89.7 78.3 69A 49.9 WA 83 185.0 185.0 185.0 180.1 152A 118.2 105.1 94.6 78.6 86 114.1 86.5 75.5 67.0 48.2 WA Be 185.0 185.0 185.0 173.8 147.5 114.1 101A 91.3 75.8 89 110.3 83.6 73.0 64.7 46.6 WA 89 185.0 185.0 182.4 168.0 142.5 1102 98.0 88.2 73.3 92 106.7 80.9 70.6 62.6 45.1 WA 92 185.0 185.0 176.5 162.5 137.9 106.6 94.8 85.3 70.9 95 103.3 78.3 68.4 60.6 43.6 WA 95 185.0 185.0 170.9 157A 133.5 103.3 91.8 82.6 68.6 98 100.2 75.9 66.3 58.8 142.3 WA 98 185.0 185.0 165.7 152.5 129A 100.1 89.0 80.1 66.5 101 37-.2-1-773-1-1 64.3 57.0 1 41.0 WA �'• •• '1011495.2. 0.121-2 160.8 146.0 125.6 97.1 86.3 77.7 64.6 104 94.4 71.5 62.5 1 55.4 1 :3 9 WA • 164 195.0 1 A 78.9 1 166.1 143.7 122.0 94.3 83.8 75.5 62.7 •.e •.� e.i�ilyy Iltlibow •.e n<</T'`'''� .� FLORIDA BUILDING CODE (High Velocity Hurrlcone Zone pNQDUCI'N7iVISE6i fit` •.. 4 em16 mrzoo mc. SERIES 14000 HMMS IMPACT RESISTANT DRAW er: m eemNY�6 with doF�[id&e e • e CLIPPED ALUMINUM MULLIONS F.A.L._J r �w Ex'nddiw� O :•k / 11LIEC C Q INC. 200.rsT]s M14 oeDATE s • NNLEMI n.37011 PATE •'rvN ,^yry,J_ t�enXc(lob)sse-star '��.• 0 i tNLT Tif1Wo A ENOpIEEMNG COMPANY rMXo(308)Sb_4m BY !i S .: S was R c 7w sx lv.wmew arwr4 n.mow •9w«mmpeMmn 16-158 18-0000719 •°' avwr usnw DRAMXo NO MIAMI DADE COUNTY P' WF M A. l'1NwN1 E' �w w SNEEr 26 OF W .•. CLIPPED INTERIOR MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W/ CLIP C1 J-C1-N=6-STEE4/ALUM. A.S.D.DESIGN PRESSURE RATING(P.aL)FOR 45'MULLION WITH CUPS CONNECTED WITH(8)1114"THN SCREWS EACH HND OF MULLION Tributary Mu1bn Length(L) Width b 38.375 50.625 58 83 74.25 96 20 185.0 185.0 185.0 185.0 185.0 111.2 23 185.0 185.0 185.0 185.0 161.6 96.7 26 185.0 185.0 185.0 185.0 143.0 85.5 29 185.0 185.0 185.0 178.1 1282 76.7 32 185.0 185.0 185.0 161.4 116.2 69.5 35 185.0 185.0 174.1 147.5 1062 63.5 38 185.0 185.0 160.3 135.9 97.8 58.5 41 185.0 185.0 148.6 126.0 90.7 54.2 44 185.0 181.8 138.5 117.4 84.5 50.5 47 185.0 1702 129.6 109.9 79.1 47.3 50 185.0 159.9 121.9 103.3 74-4 44.5 53 185.0 150.9 116.0 97A 70.1 42.0 V68 185.0 142.8 108.8 92.2 66.4 39.7 185.0 135.5 103.3 87.5 63.0 37.7 185.0 129.0 98.3 83.3 60.0 35.9 185.0 123.0 93.7 79.4 57.2 34.2 185.0 117.6 89.6 75.9 54.7 32.7 185.0 112.6 85.8 72.7 52A 31.3 74 185.0 108.1 82.3 69.8 50.2 30.1 77 180.7 103.9 79.1 67.1 48.3 NIA 80 174.0 100.0 76.2 64.5 46.5 WA 83 167.7 96.4 73A 622 44.8 WA 86 161.8 93.0 70.8 60.0 43.2 WA 89 156.4 89.9 68.5 58.0 41.8 WA 92 151.3 86.9 66.2 56.1 40.4 WA 95 146.5 842 64.1 54A 39.1 WA 98 142.0 816 2 2.7 37.9 WA 101 137.8 782 6093 a 151.19 •3 8• A 104 1 133.8 6 j 19--P, 3 • • . • �„►wNawNay • dr��..• ' .r�/ti�i FLORIDA BUILDING CODE (High Velocity Hu [cane Zone pitODUCC REVISED •.• y 0x15 TXMO m SERIES 14000 HMMS IMPACT RESISTANT DRAWN er; e5amy4>+060'Ibf - - BBMuT;i9ld19iaN CodaP ' (a2l �7tO.1,N•:/•.•� �b p .\•\ • yC,LPPED ALUMINUM MULLIONS r.R.L o WEV 76 Ro9Aapl5Q06/04/15 tsrrILE - COtN 'L»-8DATE�A3 y- -168F0.•. + 1ELF fmnrk PmNEMNC COMPANY cw0 � r. rw71_ORIO.. - 15 ®-9906719 snr 091 r+.w wa+.a 1.i ORAwwC Me WdI DADE COUNTY P. . •� WALTER A 71Ln!Jr P.E w1� w nr.. M/. SNECT 39 OF 60 FLMUOA Iia.4{i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED Wf CLIP 5 A-103-N=4-WOOD B-C3-N=4-WOOD C-C3-N=4-WOOD A.8ADMIGNPRESSLOERATING(p.s.I.)FORI"x3"xVr A.BA.DESIGNPRE8SURERATWO0mf.)FOR 1'x4"xlt$'MULLION WITH CUPS A.&DLDOM PRESSURE RAT816(p.sl.)PDRM4`xinx=*MULUONWITH MULLION WITH CLIP8 OONNWrED W ITH(4)114 CONNECTED WITH IN ULTRACONS EACH EMD OF MULLION CLIPS OONIJBCT®WITH 4 19-ULTRACONS EACH END OF MULLION ULTRACONS EACHENOOFMLIU N Tribut tvlullbn Length L Tributary MUAIDn Length L Tributary Mlupbn Le tll(L) Width b 38.375 50.825 58 63 74.25 8O Width b 38.375 50.625 58 63 7425 80 Width b 38.3757 50 2.7 9. 2. 20 158A 120.1 104.8 96.5 81.9 76.0 20 149.7 113.5 99.0 91.2 77.4 71.8 20 135.5 893 89.7 82.5 23 137.7 104A 91.1 83.9 71.2 66.1 23 1302 98.7 86.1 79.3 67.3 62A 23 117.8 89.3 78.0 71.8 26 121.8 92A 80.6 74.2 63.0 58A 26 1152 87.3 76.2 70.1 59.5 55.2 26 104.2 79.0 69.0 63.5 29 109.2 82.8 72.3 66.5 56.5 52A 29 1032 78.3 68.3 62.9 53A 49.5 29 83.5 70.8 61.8 56.9 32 99.0 75.0 65.5 60.3 512 47.5 32 93.6 70.9 61.9 57.0 48A 44.9 32 84.7 642 56.0 51.6 35 90.5 68.6 58 9 55.1 48.8 43.4 35 85.5 64.8 56.6 52.1 44.2 41.0 35 77.4 58.1 512 43A 38 83A 63.2 552 50.8 43.1 40.0 38 78.8 59.7 52.1 48.0 40.7 37.8 38 71.3 54.1 47.2 43.4 41 77.3 58.6 51.1 47.1 39.9 37.1 41 73.0 55A 48.3 44.5 37.7 35.0 41 86.1 50.1 43.7 40.3 44 72.0 54.6 47.6 43.9 372 34.5 44 68.0 51.6 45.0 41.4 352 32.6 44 61.6 46.7 40.8 37.5 4T 67.4 51.1 44.6 41.1 34 8 32.3 47 63.7 48.3 42.1 38.8 32.9 30.6 47 57.7 43.7 38.2 35.1 50 63A 48.0 41.9 38.6 32.7 30A 50 59.9 45.4 39.6 38.5 30.9 28.7 50 54.2 41.1 35.8 33.0 53 59.8 45.3 39.5 38.4 30.9. 28.7 53 56.5 42A 37.4 34.4 29.2 27.1 53 51.1 38.8 33.8 31.1 C-C3-N=6-WOOD D-C3-N=4-WOOD D-C3-N=6-WOOD AAA DEUMPR68SUERATING(P•la FORI'x4"xV#x A.S.D.DESIGN PRESSURE RATING(p.s f.)FOR 2'h4'x1t8"MULLION A.S.D.DESIGN PRESSURE RATING(P.s t)FOR 2"x4'x1i8"MULLION CLIPS CONNBC7®WI7H 0)114'ULTRACONS EACH END OF MULLION WITH CUPS CONNECTED WITH(4)1!4" ULTRACONS EACH END OF WITH CUPS CONNECTED WITH(5)114"ULTRACONS EACH END OF Tributary AA Om Length(L) Tribute M ion L Tributary MMIAion Length(L) VAdth b) 38.375 50.625 58 63 74.25 BO Width b 38.376 60.625 58 63 74.25 96 Wimp 38.375 50.625 68 63 7426 96 20 1872 141.9 123.9 114.1 96.8 89.8 20 152A 115.6 100.9 92.9 78.8 60.9 20 200.0 154A 134.8 124.1 105.3 81A 23 162A 123A 107.7 99.2 84.1 78.1 23 132.6 100.5 87.7 80.7 68.5 53.0 23 177.1 134.3 117.2 107.9 91.6 70.8 26 144.0 109.2 95.3 87.7 74.4 69.1 26 117.3 88.9 77.6 71A 60.6 46.9 26 156.7 118.8 103.7 95.5 81.0 62.6 29 129.1 97.9 85.4 78.7 66.7 61.9 29 105.1 79.7 69.6 64.0 54.3 42.0 29 140.5 106.5 93.0 85.6 72.6 56.2 32 117.0 88.7 77.4 71.3 60.5 56.1 32 95.3 72.2 63.0 58.0 49.2 38.1 32 127.3 96.5 84.2 77.6 65.8 50.9 35 107.0 81.1 70.8 65.2 55.3 51.3 35 87.1 66.0 57.6 53.1 45.0 34.8 35 116A 88.2 77.0 70.9 60.2 46.- 38 98.5 74.7 65.2 60.0 50.9 47.3 38 80.2 60.8 53.1 48.9 41.5 32.1 38 107.2 81.3 70.9 65.3 55A 42.9 41 91.3 692 60.4 55.6 47.2 43.8 41 74.4 56.4 49.2 45.3 38.4 29.7 41 99A 75.3 65.8 60.5 51A 39.7 44 85.1 64.5 56.3 51.8 44.0 40.8 44 69.3 52.5 45.8 42.2 35.8 27.7 44 92.6 70.2 61.3 56A 47.9 37.0 47 79.7 60.4 52.7 48.5 41.2 38.2 47 64.9 49.2 '142.9 0 3.3.5- •25. •• 47 86.7 65.7 57.4 52.8 44.8 34.7 50 74.9 56.8 49.6 45.6 38.7 35.9 50 61.0 46.2 40.3 437.1• 34.5• 444 50 81.5 61.8 53.9 49.8 42.1 32.6 53 70.7 53.6 46.7 43.0 36.5 33.9 53 57.5 43.8 .1 5 .7 •• 53 76.9 58.3 60.9 46.8 39.7 30.7 •• ••• •• NE044 Yiq' •• FLORIDA BUILDING CODE (High Volocity Hurricane Zona) •ems TLT=w. SERIES 14000 HMMS IMPACT RESISTANT DPAPN Yr.- PRIIDUCrg withREVISED :'vCENS '' CUPPED ALUMINUM MULLIONS FAL •r cangyiaS with th6�•• 3T � � • ex (.1im No �+ �•_• i•:* '� E C 0 int. 7�MuueL n-O WW sesa-sial �OAT[Ib Ac'ram Dm su f •• _ t"� • TLeaNO!LN•INfCItlNO col ANT FAIa� By ?j TE OF tai>w r,w wa aan ovorxt um 16165 Mian, Product 4 ••. !�(V�4 n.n.a 4wW",�,-, ,-roe woaEz E9-0006719 waNe,e rN a+.w •wow DRANNq No IAIAI LADE COUNTY wµTEx A TMtn 411 IF= MEET 3o o<60 ••• • • • INIr�(pfLN�W • • • • • • • • • • • • •• •• • • • •• •• CLIPPED END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED WZ CLIP C3 E-C3-N=6-WOOD E-C3-N=B-WOOD A.S.D.DESIGN PRESSURE RATING(p.at) FOR r'x6"x118"MULLION WITH CUPS AS.O.DESIGN PRESSURE RATING(p.aL)FOR 2"xe"xlle"MULUON WITH CUPS CONNECTED WITH CONNECTED WITH 114"ELCO ULTRACONS EACH END OF MULLION B 114•ELCO ULTRACONS EACH END OF MILLION Tributary Tribute Wilton L L Width(b 38.375 50.6'15 58 Mul63 lion 1 74.25 96 1 108 120 144 Wldth b 35.375 50.625 1 58 63 74.25 Be 108 120 144 20 200.0 180.8 157.8 145.3 123.3 95.3 84.7 76.3 63.6 20 200.0 200.0 198.7 182.9 155.2 120.0 106.7 96.0 80.0 23 200.0 1572 1372 126.3 1072 82.9 73.7 68.3 55.3 23 200.0 198.0 172.8 159.1 135.0 104A 92.6 83.5 69.6 26 183.5 139.1 121 A 111.8 94.8 73.3 65.2 58.7 48.9 26 200.0 175.1 152.8 140.7 119A 92.3 82.1 73.9 61.6 29 164.5 124.7 108.8 100.2 85.0 65.8 58A 52.6 43.8 29 200.0 157.0 137.0 1262 107.0 82.8 73.6 66.2 55.2 32 1 149.1 113.0 98.6 90.8 77.0 59.6 53.0 47.7 39.7 32 187.7 142.3 124.2 114.3 97.0 75.0 66.7 60.0 50.0 35 136.3 103.3 902 83.0 70A 54.5 48.4 1 43.6 36.3 35 171.6 130.1 113.5 104.5 88.7 68.6 611) 54.9 45.7 38 125.5 952 83.1 76.5 64.9 50.2 44.6 40.1 33.5 38 158.1 119.8 104.6 96.3 81.7 632 58.2 50.6 42.1 41 116.3 882 77.0 70.9 60.1 46L 41.3 37.2 31.0 41 146.5 111.0 96.9 892 75.7 58.6 52.1 46.8 39.0 44 108A 822 71.7 66.0 56.0 43.3 38.5 34.7 28.9 44 136.5 103.5 90.3 83.2 70.6 54.6 48.5 43.A330.2 47 101.5 76.9 672 61.8 52.5 40.6 36.1 32.5 27.0 47 127.8 96.9 84.6 77.8 66.0 51.1 45A 40. 50 95.4 72.3 63.1 58.1 49.3 38.1 33.9 30.5 25.4 50 120.1 91.1 79.5 73.2 62.1 48.0 42.7 38.4 53 90.0 68.2 59.6 54.8 46.5 36,0 32.0 28.8 24.0 53 113.3 85.9 75.0 89.0 58.6 45.3 40.3 362 F-C3-N=8-W= F-C3-N=10-WOOD A-S.D.DESIGN PRESSURE RATING(p.s l.) FOR 2"x8"x114"MULLION WITH CUPS CONNECTED WITH A.S.O.DESIGN PRESSURE RATING(pat)FOR 2"xe"x114"MULUON WITH CUPS (8)114" ULTRACONS EACH END OF MULLION CONNECTED WITH 15 1l4" ULTRACONS EACH END OF MULLION Tributary Mulibn Length Tributary Kiloton Len L WkIIh b 38.375 50.625 58 63 74.25 98 108 120 144 Width b 38.375 60.825 68 63 74.25 96 108 120 144 20 200.0 200.0 200.0 186.7 157.6 121.9 108.3 97.5 81.3 20 2001) 200.0 200.0 200.0 1 191.9 148.4 131.9 118.7 98.9 23 200.0 200.0 175A 161.5 137.0 106.0 94.2 84.8 70.7 23 200.0 200.0 200.0 196.7 166.9 129.1 114.7 1032 86.0 26 200.0 177.8 155.2 142.9 121.2 93.8 83.3 75.0 62.5 26 200.0 200.0 189.0 174.0 147.6 114.2 101.5 91.3 76.1 29 200.0 159.4 139.1 128.1 108.7 84.1 74.7 67.2 56.0 29 200.0 194.1 169A 156.0 132.3 102.4 91.0 81.9 682 32 190.6 144A 126.1 116.1 98.5 76.2 67.7 60.9 50.8 32 200.0 175.9 153.5 141.3 119.9 92.8 82.5 742 61.8 35 1742 132.1 115.3 106.1 90.0 69.6 61.9 55.7 46A 35 200.0 160.8 140.4 129.2 109.7 84.8 75A 67.8 56.5 38 160.5 121.6 1062 97.7 82.9 64.1 57.0 51.3 42.8 38 195A 148.1 129.3 119.0 101.0 78.1 69A 62.5 52.1 41 148.7 112.7 98.4 90.6 1 76.9 59.5 52.8 47.6 39.6 41 181.1 137.3 119.8 110.3 93.6 72A 64A 57.9 48.3 44 138.6 105.1 91.7 84.4 71.6 55A 49.2 44.3 36.9 44 168.8 127.9 111.7 102.8 872 67.5 60.0 54.0 45.0 47 129.7 98.3 65.8 79.0 67.1 51.9 46.1 41.5 34.6 47 158.0 119.8 104.5 962 81.7 63.2 56.1 50.5 42.1 50 122.0 92.4 80.7 74.3 63.0 48.8 43.3 39.0 32.5 •• ••• • -M}8.5 1 112.6 1 98.3 90.5 76.8 59A 52.8 47.5 39.6 53 115.1 67.2 76.1 70.1 59.5 46.0 40.9 36.8 30. • •• • • •53o 4 140.1 1 1062 1 92.7 85.3 72A 56.0 49.8 44.8 37.3 �`a��R A•••ll'''�y FLORIDA BUILDING CODE High Velocity Hurricane Zone PRt)DUcr RGVIsL'U �C '. 020,s mmo WC. SERIES 14000 HMMS IMPACT RESISTANT DPA"W. _ •+temlAyi%wltb 66 FONil••• CUPPED ALUMINUM MULLIONS FAL j Aaep NO � _ _._...ft-* IL ECO 1Ne. w�0atvi ti aw�s �04/15 DAU Ex mlion TE•+x+� i ✓ ..�'i nfDM sss-afa7 • • �Pl •M cum w"Q t twoluQ"wo txtMwANr Fnc nos Sse-e6es IlY • r •,•47 •D•1)rr.xW. s.aoa vn,•W,eam,s.n p- ,amara 16158 IyU•mt •h ProMret � "O'• ( OP'r'�.•= n,•,•��w•�ae�w«a•�owa:w,tamMn-,s�, ~EB-0008719 ' '�•"' ' a.+a MIAMI DADS COUNT' P. WALT A lVF Jr P.E. SM[E7 Jf a W Lk.H�7 ••• • • • • r�WWI • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED Wf CLIP C3 G-C3-N=4-WOOD I-C3-N=10-WOOD A.S.D.DESIGN PRESSURE RATING(pat)FOR 3"x3"x118"MULLION A.S.D.DESIGN PRESSURE RATING(P.at)FOR 4"xft11C MULLION WITH CLIPS WITH CLIPS CONNECTED WITH 14)1W ULTRACONS EACH END OF CONNECTED WITH 10 1IC ELCO ULTRACONS EACH END OF MULLION Tributary W fbn Len Tribute Wilton Length L Width b 38.375 50.625P77.5 63 74.25 98 Width b 38.375 50.625 58r144.2 74.25 96 108 120 144 20 117.2 88.8 71.4 60.6 46.8 20 200.0 200.0 200.0 177.5 137.3 122.0 109.8 91.5 23 101.9 77.3 62.1 52.7 40.7 23 200.0 200.0 197.5 154.3 119.3 106.1 95.5 79.6 26 90.2 68.3 54.9 46.6 36.0 26 200.0 200.0 174.7 136.5 105.6 93.8 84.5 70.4 29 80.8 61.3 49.2 41.8 32.3 29 200.0 179.5 156.7 122.4 94.7 84.1 75.7 63.1 32 73.2 55.5 . 44.6 37.9 29.3 32 200.0 162.7 142.0 . 110.9 85.8 76.3 68.6 57.2 35 67.0 50.8 44.3 40.8 34.6 26.6 35 196.2 148.7 129.8 119.5 101.4 78.4 69.7 62.7 52.3 38 61.7 46.8 40.8 1 37.6 31.9 24.7 38 180.7 137.0 119.6 110.1 93.4 72.2 64.2 57.8 48.2 41 57.2 43.3 37.8 34.8 29.5 22.9 41 167.5 127.0 110.8 102.0 86.6 67.0 59.5 53.6 44.6 44 53.3 40.4 35.2 32.4 27.5 21.344 156.1 118.3 103.3 95.1 80.7 62.4 55.5 49.9 41.6 47 49.9 37.8 33.0 30.4 25.8 19.9 47 146.1 110.8 96.7 89.0 75.5 58.4 51.9 46.7 38.9 50 46.9 35.5 31.0 28.6 24.2 1 F 50 137.3 104.1 90.9 83.7 71.0 54.9 48.8 43.9 36.6 53 442 33.5 29.3 26.9 22.9 17.7 F 53 129.6 982 85.7 78.9 67.0 51.8 46.0 1 41.4 34.5 •• ••• • • • • • •• • •• • • • •� ••• • ••• ••i ••i��11tItIfNpjP/E••• ..... .(/T✓/4, FLORIDA BUILDING CODE (High Velocity HurricorN7 Zone) PRODUCT REVI5E0C 02019 TanW-en SERIES 14000 HMMS IMPACT RESISTANT DRAWN BY: conoyiobwnb"F&dft•• _ + • CLIPPED ALUMINUM MULLIONS F.R.L. OW&SCoft15•CKP��Acm �y7�,'1��, ........•-�'fE /. lim Moo M WEST 7e wYn oe/Oi/�s p�IPiNtPW�IkIe aw �� ' r� :� �C 0 INC. rxo a(( Reiw est[ f p •w`.� ILUT TisTm k ENOINFERINO COMPANY FAL`aDe esreees B • • •:V A.JAR ft.fla b5.N?IM GIRONR.R S11N �w.9 P-L- 1If155 Y Q.:�l "w..:(sN.++-late.w.(>�1-1au v' . epmaWs 1yIitl11 � � VAL . \ ...s vft. .e".. R'/.w w+w. etN o®tr DRAWING N. ER-000U719 P. Q WALTER A TILUT Jr. P.E. -PIMIAMI DADE COl1NiYTIMM 1 SHEET 3Z Of e0 ••• • • • „FW�ellltty • ••• • • • ••• • • CLIPPED END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W/ CLIP_ C3 A-C3-N=4-8L0CK 8-C3-N=4-BLOCK C-C3-N=4-BLOCK A.SD.DESKINPRESSURE 1tt10(p.st)1O "xb"x1/6 Aa.D,DESIGN PRESSURERATING(psf.)FOR/"x4-xVr MULLION WITH CUPS AZZLOESIONPRESSURERATINO(px4 .s.1.)FOR 1" "x1A"XIIA"MULLION WITH MULLION WITH CUPS CONta_CTEDWITH(4)1M"• CONNECTED WITH(4)1N"•ULTRACONSINCONCRETEBLOCKEACH END OF CLIPS CONNECTED WITH(4)1M"oULTRACONSIN CONCRETE BLOCK EACH END ULTRACONS IN CONCRETE SLOCKEACHEND OF MULLIM MULLION Tributary Mullion L (L) Tributary MAW Length L Tributary Mullion L L N4dth 38.376 50,825 58 63 VAdth b 38.375 50.625 58 63 74.25 1 80 Width b 38.375 50.625 56 1 63 74.25 80 20 111.1 84.2 73.5 67.7 20 195.3 148.0 129.2 118.9 100.9 93.7 20 184.1 139.5 121.8 112.1 95.1 88.3 23 96.6 73.2 63.9 58.8 23 169.8 128.7 112.3 103.4 87.8 81.4 23 160.0 121.3 105.9 97.5 82.7 76.8 26 85.4 64.8 56.5 52.0 26 150,2 113.9 99.4 91.5 77.6 72.0 26 141.6 107.3 93.7 86.2 73.2 67.9 29 76.6 58.1 50.7 46.7 29 134.7 102.1 89.1 82.0 69.6 84.6 29 126.9 962 84.0 77.3 65.6 60.9 32 69.4 52.6 45.9 42.3 32 122.0 92.5 80.7 74.3 63.1 58.5 32 115.0 87.2 78.1 70.1 59.5 552 35 111.6 84.6 73.8 68.0 57.7 53.5 35 1052 79.7 69.8 64.1 54.4 50.5 35 63.5 48.1 42.0 38.7 38 102.8 77.9 68.0 62.6 53.1 49.3 38 98.9 73.4 64.1 59,0 50.1 46.5 38 58.5 44.3 38.7 35.6 41 952 722 63.0 58.0 49.2 45.7 41 89.8 68.1 59A 54.7 46.4 43.1 41 54.2 41.1 35.8 33.0 44 88.8 67.3 58.7 54.1 45.9 42.6 44 83.7 63A 55A 51.0 43.2 40.1 44 50.5 38.3 33.4 30.8 47 83.1 63.0 55.0 50.6 42.9 39.9 47 78.3 59.4 51.8 47.7 40.5 37.6 47 47.3 35.8 31.3 28.8 50 78.1 59.2 51.7 47.6 40.4 37.5 50 736 55.8 48.7 44.8 38.1 35.3 50 44.4 33.7 29.4 27.1 53 73.7 55.9 48.8 44.9 38.1 35.3 53 89.5 52.6 46.0 42.3 35.9 33,3 53 41.9 1 31,8 27.7 25.5 D-C3-N=4-2LOCK F-C3-N=8-BLOCK A.S.D.DESIGN PRESSURE RATING(p.aL) FOR 2"x4"x119"MULUON A.S.D.DESIGN PRESSURE RATING(p.af.)FOR 2"x8"x114"MULLION WITH CUPS WITH CUPS CONNECTED WITH(4)1/4"o ULTRACONS IN CONCRETE CONNOTED WITH 5 1l4"o ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION BLOCK EACH END OF MULLION Tributary MuNbn Length(L) Tributary Mullion Length L) VNdth b 38.375 50.825 58 83 7425 96 Width b 38.375 50.625 58 63 74.25 96 108 120 144 20 187A 142.1 124.0 1142 96.9 74.9 20 200.0 189A 165A 1522 129.2 99.9 88.8 79.9 66.6 23 163.0 123.5 107.8 99.3 84265.2 23 200.0 164.7 143.8 132A 112.3 86.9 772 69.5 57.9 26 1442 109,3 95.4 87.8 74.5 57.6 26 192.2 145.7 127.2 117.1 99.4 76,8 68.3 61.5 512 29 129.3 98.0 85.5 78.7 66.8 51.7 29 172A 130.6 114.0 105.0 89.1 68.9 612 55.1 45.9 32 117.1 88.8 77.5 71.4 60.546.8 32 156.2 118.4 103.3 95.1 80.7 62A 55.5 50.0 1 41.6 35 107.1 812 1 70.9 652 1 55.4 42.8 35 142A 108.3 94.5 87.0 1 73.8 57.1 50.7 45.7 38.1 38 98.6 74.8 65.3 60.1 51.0 39A 38 131.5 99.7 87.0 80.1 68.0 52.6 46.7 42.1 35,1 41 91.4 69.3 60.5 55.7 47.3 36.5 41 121.9 92.4 80.7 74.3 63.0 48.7 43.3 39.0 32,5 44 852 64.6 56A 51.9 44.0 34.1 44 113.6 8G.1 ••05.1 969.11 68.7 1 46.4 40A 36.3 30.3 47 79.8 60.5 52.8 48.6 41.2 31.9 47 106.3 80-6 0. .8 2i5Z E 42.5 37.8 34.0 28.3 50 75.0 56.8 49.6 45.7 38.7 30.0 50100.0 ?5.8 •66.1 •6<r.9 0 64.7 •10.0 35.5 32.0 26.6 53 70.7 53.6 46.8 43.1 36.6 28.3 `53 94.3 .5 2. • 5 . .7 33.5 3021 25.1 ,,pttt T(« NH FLORIDA BUILDING CODE (High Velocity Hurr(cons Zone PRODUCT RP.VtsBD IT Owl 11 ttto INC. SERIES 14000 HMMS IMPACT RESISTANT DRAWN BY. as CmNMyis6 wild to Fir tCENS•• ': CLIPPED ALUMINUM MULLIONS rxL Building Cade • •�,•i S ��l► � zsD wrsr>s soro oe/ot/fa AecePlsAol NO� iL E C O tbbC. I.4►Nt sti a7N. GAVE Ex slim DMC • rmorE(J06 AS!-NDS Harr anbuune c Pmff rAx:Wos eeo-aea BY sk: •` ptE :W .mnn•a xn sm w.<>om"-+''io':4 �ssiala 15-158 MiamiAde I .p'• 4/ «. sl.e.s.l.a. xa.w .uN auwNNNe ne ES-000671/ MIAMI ,q nlllT b. P.L sxtcr 33 or w OADE CW ��•... WALTER>,W lk.4 167 ••• • • • •Ha11 TUI tNtUtt• • •• •• • • • •• •• ••• • • • ••• • • CLIPPED END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED WZ CLIP C3 E-C3-N=4-BLOCK E-C3-N=8-8LO0 A-S.D.DESIGN PRESSURE RATING(µ&t) FOR 2"x8"x118'MULLION WITH CLIPS A.8.0,DESIGN PRESSURE RATING(p.aL) FOR 2"x6"x1l/S"MULUON WITH CLIPS CONNECTED W17H 4 114"•ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION CONNECTED WITH 114"o ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION Tributary Mullion L (L) Tributary Mullion Length L Width b 38.375 50.625 58 63 7425 98 1 108 120 144 Width D 38.375 60.625 58 63 74.25 96 108 120 144 20 200.0 159.3 138.1 128.0 108.8 84.0 74.7 87.2 56.0 20 200.0 188.8 162.9 149.9 127.2 98.4 87.5 78.7 65.8 23 162.8 138.5 120.9 111.3 94.5 73.1 64.9 58.4 48.7 23 200.0 162.3 141.6 130.4 110.6 85.6 76.1 68.5 57.0 26 161.7 122.6 107.0 98.5 83.6 64.6 57A 51.7 43.1 26 189.4 143.5 125.3 115.3 97.9 75.7 67.3 60.6 50.5 29 144.9 109.9 95.9 88.3 74.9 57.9 51.5 46.4 38.6 29 169.8 128.7 112.3 103.4 87.7 67.9 60.3 54.3 45.2 32 131A 99.6 86.9 80.0 67.9 52.5 46.7 42.0 35.0 32 153.9 116.6 101.8 93.7 79.5 61.5 54.7 49.2 41.0 35 120.1 91.0 79.5 1 73.2 62.1 48.0 42.7 38.4 32.0 35 1 140.7 1 106.6 93.1 85.7 72.7 56.2 50.0 1 45.0 37.5 38 110.6 83.9 73.2 1 67A 57.2 44.2 39.3 35.4 29.5 38 129.6 1 96.2 85.7 78.9 67.0 51.8 46.0 1 41.4 34.5 41 102.5 77.7 67.8 62.5 53.0 41.0 30A 32.8 27.3 41 120.1 91.0 79.4 73.1 62.1 48.0 42.7 38.4 32.0 44 95.5 72.4 63.2 58.2 49A 38.2 33.9 30.6 25.5 44 111.9 84.8 74.0 682 57.8 44.7 39.8 35.8 29.8 47 89.4 67.6 59.2 54.5 46.2 35.8 31.8 28.6 23.8 47 104.7 79.4 69.3 63.8 54.1 41.9 372 33.5 27.9 60 84.1 63.7 55.6 61.2 43.5 33.6 29.9 26.8 22.4 50 98.5 74.6 65.1 60.0 50.9 39A 35.0 31.5 262 53 79.3 60.1 52.5 48.3 41.0 31.7 28.2 25.4 21.1 53 92.9 70.4 61.5 56.6 46.0 37.1 33.0 29.7 24.8 G-C3-N=4-8LOCK H-C3-N=4-BLOCK A.S.D.DESIGN PRESSURE RATING(p af.)FOR 3"x3"018"MULLION W FTH CAPS A.S.D.DESIGN PRESSURE RATING(pat)FOR 470"x114"MULLION WITH CUPS CONNECTEDWITH(4)lWeULTRAODNSINCONCRETE BLOCK EACH ENDOF CONNECTEDWITH w 114"eULTRACONS INCONCRETE BLOCK EACH END OFMULLION SIR It I L%wTributary Wilton Len L Tributary Mullion Length L Width b 38.3757 50.625 58 83 7425 1 98 Width D 38.375 50.625 58 63 74.25 96 1G8 120 144 20 96.1 72.8 83.6 58.5 49.6 38A 20 116.7 88.5 77.2 71.1 60.3 46.7 41.5 37.3 31.1 23 83.5 63.3 55.3 50.9 43.2 33A 23 101.5 76.9 67.1 61.8 52A 40.6 36.1 32.5 27.0 26 73.9 56.0 48.9 45.0 38.2 29.5 26 89.8 68.0 59.4 54.7 46A 35.9 31.9 28.7 23.9 29 66.3 502 43.8 40.4 34.2 26.5 29 80.5 61.0 53.3 49.0 41.6 32.2 28.6 25.7 21.4 32 60.0 45.5 39.7 36.6 31.0 24.0 32 72.9 55.3 48.3 44.4 37.7 29.2 25.9 23.3 19.4 35 54.9 41.6 36.3 33A 28.4 21.9 35 66.7 50.5 44.1 40.6 34.5 26.7 23.7 21.3 17.8 38 50.6 38.3 33.5 30.8 26.1 20.2 38 61.4 46.6 40.6 37A 31.7 24.6 21.8 19.6 16A 41 46.9 35.5 31.0 28.5 24.2 18.7 41 56.9 43.2 37.7 34.7 29.4 22.8 202 182 15.2 44 43.7 33.1 28.9 26.6 22.6 17.5 44 53.0 40.2 35.1 32.3 27A 21.2 18.8 17.0 14.1 47 40.9 31.0 27.0 24.9 21.1 16.3 •• ••• • • • �7 6 449.7 37.6 32.9 30.2 25.7 192 17.6 15.9 13.2 50 38.4 29.1 25A 23A 19.9 15.4 e � �•� � 0. •46.7 35.4 30.9 28.4 24.1 18.7 18.6 14.9 12.4 53 36.3 27.6 24.0 22.1 18.7 14.5 6 e e e : • 1 3• .0 33A 29.1 26.8 22.8 17.6 15.6 14.1 11.7 •• ••. p�T(LdT✓ .. �,. •••., .� FLORIDA BUILDING CODE (High Velocity Hu cons Zone Rr, D •, *lM mato wt. SERIES 14000 HMMS IMPACT RESISTANT DRAM er: PR�DCTmE wilD the Flaidl k; •JG m tetnplying _ CLIPPED ALUMINUM MULLIONS r.R.L y Building Cods • • ,t3 Acttplrwe No 13.06 s « •¢ _ 20D WEST 7e RaD oe/o�/ts T4ipUmi- a r� a qty s '� C INE.\ RHPLEAK(3m)�x�e-siw atn By • [ X41}'• TILL1r Tune•EMWNEERINO COIMANY Me(AS) Eeee p • Em w.. u ew xa.waw >,n a�a ....o. M"r�-wm 15-158 Mipnli do P Coll iQ�rte,\ • nwi°�aeli.�-�s]e.ru: n-I�� w �Toors ED-0006719 aosno we rtr.r pernaa �VANG Ne MUMI DADE COUNTY TE WAL M,i P.E. as 10a • SHEET 34 of 80 lip . • . • • . • . • • . .. •• • . . •• .• •.. . . . .•• e . CLIPPED END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIP C3 A-C3-N=4-GONG B-C3-N=4-CONC - A.SD.DESIGN PRESSURE MTM(PAI.)FDR1"x3"x S-ADESpNPRSSSURERATING("Al POR1'x4'xVr MULLIONWIT4M% A,SD.DESIGN PRESSURE RATe10(pAJ.)FOR Yx4-x1A'x3A'MULLIONWITH 14"MULLION WITH CLIPS CONNECTED WITH(4)114 CLIPS CONNECTED HATH(4)114 ULTRACONS EACH END OF MULLION ULTRACONS EACH ENDOFMULLION WI7H11)tl4 ULTRACONS EACH t37D�MULLION Tribute MtNion L th(L Tributary MlNion La>9th(L) TributaryLength(L) Width b 38.375 50.625 58 63 74.25 80 Wdth b 38.375 50.825 58 63 7425 80 Width 38.375 50.825 58 63 20 200.0 200.0 200.0 200.0 145.5 125.4 20 200.0 200.0 200.0 200.0 199.8 1822 20 200.0 200.0 154.2 130.7 23 200.0 200.0 200.0 175.8 128.6 109.0 23 200.0 200.0 200.0 200.0 173.7 158A 23 200.0 176.1 134.1 113.7 1 26 200.0 200.0 183.5 155.5 112.0 96.4 26 200.0 200.0 196.7 181.1 153.7 1402 25 200.0 155.7 118.7 100.6 29 200.0 200.0 164.5 139.4 100.4 86.5 29 200.0 200.0 176,4 162.4 137.8 125.7 29 200.0 139.6 106.4 902 32 200.0 1951 149.1 126A 91.0 78.4 32 200.0 183.1 159.8 147.2 124.9 113.9 32 200.0 126.5 96.4 81.7 35 200.0 178.9 136.3 115.5 832 71.6 35 200.0 167.4 146.1 134.5 114.2 104.1 35 1 199.9 1 115.7 88.1 74.7 38 200.0 164.8 125.5 106.4 76.6 66.0 38 200.0 154.2 '134.6 123.9 105.1 95.9 38 184.181.2 68.8 41 200.0 152.7 116.4 98.8 71.0 61.2 41 188.5 142,9 124.7 114.8 97.4 88.9 41 170.7 98.8 98.8 75.2 63.8 44 200.0 142.3 108A 91.9 66.2 57.0 44 175.7 1332 116.2 107.0 90.8 82.8 44 159.0 920 70.1 59.4 47 200.0 133.2 101.5 86.0 61.9 53A 47 164,5 124.7 108.8 100.2 85.0 _ 77.5 47 148.9 86.2 65.6 55.6 60 200,0 125.2 95.4 60.9 58.2 50.2 50 154.6 117.2 102.3 94.2 79.9 72.9 50 140,0 81.0 61.7 52.3 1 53 191.8 118.1 90.0 76.3 54.8 47.3 53 145.9 110.6 96.5 88.8 75.4 68.8 53 132.0 76.4 58.2 49.3 - - ONCG-C3-N=4-GONG AS.D.DESIGNPRE4 RATING(p.&f.) FOR 7Sr4"x118"M ON A.S.D.DESIGN PRESSURE RATING(pad.)FOR 3"x3"x1/S'MULLION WITH CLIPS CONNECT WITH(4)114'0 ULT RACO NCRETE WITH CLI Pa CONNECTED WITH(4)1/4"0 ULTRACONS IN CONCRETE EACH t>bFMU Tributary Mullion Length ributa Mullion Length(L) Width 38.375 50.6251 58 63 1 74.25 1 96 dth 38.375 50.625 58 1 83 74.25 98 20 200.0 200.0 200.0 184.3 156A 99.4 200.0 200.0 200.0 200.0 200.0 mul 23 200.0 199.5 174.1 160.3 136.0 86.4 200.0 200.0 200.0 200.0 199.7 U2.5 26 200.0 176.4 154.0 141.8 120.3 76A 26 200.0 200.0 200.0 200.0 176.7 19-71 29 200.0 158.2 138.1 127.1 107.9 68.5 200.0 200.0 200.0 200.0 158A 32 189.1 143A 125.1 115.2 97.7 62.1 32 200.0 200.0 200.0 185.5 143.6 85.9 35 172.9 131.1 114.4 105.3 89A 56.8 35 200.0 200.0 1 184.2 169.6 131.2 78.5 38 159.3 120.7 105A 97.0 82.3 52.3 38 200.0 194A 169.7 156.2 120.9 72.3 41 147.6 11 97.7 8 .9 7 .3 48.5 41 200.0 180.2 157.3 144.8 112.0 67.0 44 137.59 104.3 9 91.0• 83.5 71.1• 45.2 44 200.0 187.9 146.8 134.9 104A 62.5 47 128.8 97.6 8 8. 6 42.3 47 200.0 157.2 137.2 126.3 97.7 58.5 50 121.0 91.8 0 .1 0 7 . 99.7 50 194.9 147.8 129.0 118.7 91.9 55.0 E53 114.2 86. 75. A 37.5 FLORIDA BUILDING CODE (High Velocity HuFrieans Zone 53 183.9 139.4 121.7 112.0 86.7 51.8 E omia yxaw xN AWN UP. YRooucrkcvLyBD Q':' GENS SERIES 14000 HMMS IMPACT RESISTANT DR aa"ng4iDS Wmo%FIok* �' _ • CLIPPED ALUMINUM MULLIONS r.R.0 Bueding Code kCW Aoxptmee No • zoo cyst>a Rwn o6/ot/ta E C O IMc. uT- vNa�(J'o6�w514"103o��amnxo a EmoRmcom CaOum .ur.RATEw15-158 y Mi Ea-OOOa71P. ♦ WALIM A.Harr . P.E.♦ FLM Lk.ttih� 51N:ET ay or ao ••• • • • • �MIWaINN1LLL,, • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 CLIPPED END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED Wf CLIP C3 E-C3-N=4-CONC E-C3-N=6-CONC A.S.D.DESIGN PRESSURE RA71NO(p,&Q FOR 2916"x119"MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(PAA.) FOR 2"x6"x118"MULLION WITH CLIPS CONNECTED WITH 4 1/4"e ULTRACONS IN CONCRETE EACH END OF MULLION 8 1/4"6 IN ULTRACONS IN CONCRETE EACH END OF MULLION Trbutary AhNBlon Longth L Tributary kill bn Length Width b 38.3751 60825 68 63 7425 g8 108 120 144 WMN b 38.375 50.625 68 63 74.25 96 108 120 144 20 200.0 1 200.0 200.0 200.0 200.0 200.0 192.6 156.0 108.3 20 200.0 200.0 200.0 200.0 200.0 200.0 192.6 156.0 108.3 23 200.0 200.0 200.0 200.0 200.0 189.9 167.4 135.6 94.2 23 200.0 200.0 200.0 200.0 200.0 200.0 187.4 135.6 94.2 26 200.0 200.0 200.0 200.0 200.0 168.0 148.1 120.0 83.3 26 200.0 200.0 200.0 200.0 200.0 187.5 148.1 120.0 83.3 29 200.0 200.0 200.0 200.0 194.8 160.6 132.8 107.6 74.7 29 200.0 200.0 200.0 200.0 200.0 168.1 132.8 107.6 74.7 32 200.0 200.0 200.0 200.0 176.5 136.5 120.3 97.5 67.7 32 200.0 200.0 200.0 200.0 198.9 152.3 120.3 97.5 67.7 35 200.0 200.0 200.0 190.2 161.4 124.8 110.0 89.1 61.9 35 200.0 200.0 200.0 200.0 181.9 139.3 110.0 89.1 61.9 38 200.0 200.0 190.3 175.2 148.6 115.0 101.3 82.1 57.0 L47 200.0 200.0 200.0 197.4 167.5 128.3 101.3 82.1 57.0 41 200.0 200.0 176.4 162.4 137.8 106.6 93.9 76.1 52.8 200.0 200.0 198.8 183.0 155.3 118.9 93.9 76.1 52.8 44 200.0 188.3 164.3 151.3 128.4 99.3 87.5 70.9 49.2 200.0 200.0 185.2 170.5 144.7 110.8 87.5 70.9 49.2 47 200.0 176.3 153.9 141.6 120.2 93.0 81.9 66.4 46.1 200.0 198.6 173.4 159.6 135.4 103.7 81.9 66.4 46.150 200.0 165.7 144.6 133.1 113.0 87.4 77.0 62.4 43.3 200.0 186.7 163.0 150.0 127.3 97.5 77.0 62.4 43.3 53 200.0 156.3 136.4 125.6 106.6 82.4 72.7 58.9 40.9 200.0 1762 153.8 141.6 120.1 92.0 72.7 58.9 40.9 F-C3-N=6-GONG F-C3-N=8-GONG A.S.D.DESIGN PRESSURE RATING(p.af.) FOR 2"x8"xl/4"MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSUR9 RATING(P.at)FOR 2"X6"x1/4'•MULLION WITH CLIPS CONNECTED WITH ' 5 114"•ULTRACONS IN CONCRETE EACH END OF MULLION 114'rr ULTRACONS IN CONCRETE EACH END OF MULLION Trbutary fit[on Length L Trbutary f&Ion Length Q 1 khh 38.375 50.625 58 63 7425 98 108 120 144 Width b 38.375 50.825 58 63 74.25 98 108 1 120 144 20 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.8 165.7 20 200.0 200.0 200.0 200.0 200.0 230.0 200.0 200.0 197.8 23 200.0 200.0 200.0 200.0 200.0 200.0 192.1 172.9 144.1 23 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 172.0 26 200.0 200.0 200.0 200.0 200.0 1912 •169.9 152.9 127.5 28 200.0 200.0 200.0 200.0 200.0 2DO.0 200.0 193.7 152.1 29 200.0 200.0 200.0 200.0 200.0 171.4 152.4 137.1 114.3 29 200.0 200.0 200.0 230.0 200.0 200.0, 1929 173.8 136.4 32 200.0 200.0 200.0 200.0 200.0 155.3 138.1 124.3 103.6 32 200.0 200.0 200.0 200.0 200.0 196.7 174.8 1157.3 123.6 35 200.0 200.0 1 200.0 200.0 183.6 142.0 126.2 113.6 94.7 35 200.0 1 200.0 200.0 200.0 200.0 1179.8 Ina 143.9 113.0 38 200.0 200.0 200.0 199.3 169.1 130.8 116.3 104.6 87.2 38 200.0 200.0 200.0 1 200.0 200.0 1 165.6 147.2 1 132.6 104.1 41 200.0 200.0 200.0 184.7 156.8 121.2 107.8 97.0 80.8 41 200.0 200.0 E200.02D0.0 19e.s 153.5 1364 122.9 98.s 44 200.0 200.0 187.0 172.1 146.1 113.0 100.4 90.4 75.3 44 200.0 200.0 184.9 143.0 127.1 1114A 89.9 47 200.0 200.0 175.1 161.2 136.7 105.8 94.0 84.6 70.5 47 200.0 200.0 173.1 133.9 119.0 107.1 94.2 50 200.0 188.5 164 5 151.5 128.5 89.4 88.4 79.5• : : • • • •�0 200.0 182.7 126.9 111.9 100.7 79.1 53 200.0 177.8 155.2 142.9 12L3 83.8 83.4 75.0• 62b •• • • • 200.0 200.0 163.6 119.7 1506 9s.O 746 • • • • ••• • • • • • • • • P",.....,TFLORIDA BUILDING CODE (High Velocity Hurricane Zone PaODUCTREYISEDGEHIS f •.� '.� •to,a MR*w- SERIES 140DD HMMS IMPACT RESISTANT mwN Dr. m complYi,V wiW 1A:F1otHw '•%Y _ CUPPED ALUMINUM MULLIONS F.R.L Acapulw.No tir! -- •--'!0. E m� ( zoo lwsr�e aaND 06/04/,s nn Doler0. •: k ;: :�f IL E C O IN� ti ,'; WE 4r4 • !��((A�{Q' w a nun 1cSnMo a csmvt mo corP,wr FNu�os)aee-am by A 31,4. w..a•mnfmp.eleem 111158 Miwmi '• • OQ!.' �, (x+).n-,31, .86017 "�°' wO M. ,�o D"wN. SICt'14 wAUER A ixllr 9 V.E. ]AMI DARE COUNTY �Dpa m 0000110�. aaEr 7e a 0.o 6:6 • • • i tttYWWa1�i • • • • • • • • • • • • •• •• • • • •• •• CLIPPED END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED WZ CLIP C3 H-C3-N=4-GONG 1-C3-N=B-CONC A.S.D.DESIGN PRESSURE RATING(P.&I.)FOR rx4"x1t4VULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(p.at)FOR 4mxS"x1149AULLION WITH CLIPS CONNECTED WITH 4 114"•ULTRACONS IN CONCRETE EACH END OF MULLION 1N"•ULTRACONS IN POURED CONCRETE EACH END OF MULLION Tributary AAIA n Le L Trtbutery Mullion Le L Width 38.375 50.825 58 83 74.25 96 108 120 144 Width b 38.375 50.625 68 63 1 74.25 98 1 108 120 144 20 200.0 200.0 200.0 200.0 190.0 146.9 130.6 117.6 98.0 20 200.0 200.0 200.0 200.0 200.0 M20O.0 200.0 200.0 -195.1 23 200.0 200.0 200.0 194.7 1652 127.8 113.6 1022 852 23 200.0 200.0 200.0 200.0 200.0 200.0 200.0 189.7 26 200.0 200.0 187.1 172.2 146.1 113.0 100.5 90.4 75.4 26 200.0 200.0 200.0 200.0 200.0 200.0 180.1 150.129 200.0 1922 167.7 154.4 131.0 101.3 90.1 81.1 67.6 29 200.0 200.0 200.0 200.0 200.0 179.4 161.5 134.6 32 200.0 1742 152.0 140.0 118.7 91.8 81.6 73.5 612 32 200.0 200.0 200.0 200.0 200.0 162.6 146.4 122.0 35 200.0 1592 139.0 128.0 108.6 84.0 74.6 672 56.0 35 200.0 200.0 200.0 200.0 200.0 148.7 133.8 111.5 38 193.5 146.7 128.0 117.9 100.0 77.3 68.7 61.9 51.6 38 200.0 200.0 200.0 200.0 199.2 136.9 123.2 102.7 41 179.3 135.9 118.6 109.2 92.7 71.7 63.7 57.3 47.8 41 200.0 200.0 200.0 200.0 184.6 142.8 126.9 114.2 95.2 44 167.1 126.7 110.6 101.8 86.4 66A 59.4 53.4 !39.2 .5 44 200.0 200.0 200.0 200.0 172.0 133.1 118.3 106.4 88.7 47 156.4 118.6 103.5 95.3 80.8 62.5 55.6 50.0 .7 47 200.0 200.0 200.0 189.8 161.0 124.6 110.7 99.8 83.0 50 147.0 111.5 97.3 89.6 76.0 58.8 52.2 47.0 50 200.0 200.0 193.6 178.4 151.4 117.1 104.1 93.7 78.1 53 138.7 105.2 91.8 84.5 71.7 55.5 49.3 44.4 .0 53 200.0 200.0 182.8 168.3 142.8 110.5 982 88.4 73.6 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• +µ++YNIWNi AS N...I P �yy FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCfREYISED •'• EN$ % °SDt6 TMTUO SERIES 14000 HMMS IMPACT RESISTANT Dxrwx W. a ceeyllyb .*h l�F Q:��C •••• ems' CLIPPED ALUMINUM MULLIONS rau. neRdl9x Cods jy�.13 - 4. 200•Esr 7e AMD 00/04/13 AcetP .�� --� . I LIE C O INC. nom.rL=14 wiE 669 e,Q7 .ILL,.n•nlro t xNowcdeNe COY.,JIY iAX: 650-0906 BY AZE a•1.9�,•.1m�wuD s"3P, "'1 r9oa9 15.158 Mimi P 1 C6elr9l •Z .. $ Q' i1..`.. pu7in-tau (us)er�-1a11 ' W-00097 9101 In,w assnr YR Ian it .m°m. pa ptAriNO Ns MI DARE CCUNIY PX, C, ►`. wuTER w nunsi'hi_E 4 sfrtEr ss OF 90 • • • • • • • • • • • •• •• • • • •• •• ••0 • • • ••• • 0 CLIPPED END MULLIONS CHARTS INTO STEEL ALUMINUM SUBSTRATE CONNECTED WZ CLIP 4 A-C3-N=4-STEEL/ALUM. B-0-N=4-STEEL/ALUM. Q-Q3-N=4-STEELZALUM. A.S.QDESIGN PREBSURERAYING(psJ.)FOR1'x3"x118" A.8.0.DESIGN PRESSURE RATING(ps.t)FOR 1"x4"x118"MULLION WITH CUPS A.SD.DESIGN PRESSURE RATING(ps.t) OR11x4"x14x34" NWITH MULLION SCREW E CH ENDCT®WItO(4)1/4TF]( W�4 IM TEK SCREWS EACH END OF MULLION CUPS CCNNECT®WM(4)114"TEK SCREW$FACHENDOFMULUON SCRL9A16 EACH END OF MULLION Tributary MuHbn Length L Tributary Mugbn Length L Tri-butafy MAton L L Width b 38.375 50.825 58 83 Width b 38.375 50.625 58 63 7425 80 Wdth(b) 38375 50.825 58 83 74.25 80 20 200.0 200.0 1542 130.7 20 200.0 200.0 200.0 200.0 145.5 125.4 20 200.0 200.0 200.0 200.0 200.0 182.2 23 200.0 176.1 134.1 113.7 1 23 200.0 200.0 200.0 175.8 126.6 109.0 23 200.0 200.0 200.0 200.0 180.3 158.4 26 200.0 155.7 118.7 100.6 26 200.0 200.0 183.5 155.5 112.0 98.4 26 200.0 200.0 200.0 188.0 159.5 140.2 29 200.0 139.6 106.4 90.2 29 200.0 200.0 164.5 139.4 100.4 86.5 29 200.0 200.0 183.1 168.6 143.0 125.7 32 200.0 126.5 96.4 81.7 32 200.0 195.7 149.1 126.4 91.0 78.4 32 200.0 190.1 165.9 152.8 129.6 113.9 35 200.0 115.7 88.1 74.7 35 200.0 178.9 136.3 115.5 832- 71.6 35 200.0 173.8 151.7 139.7 118.5 104.1 38 185A 106.6 81.2 68.8 38 200.0 164.8 125.5 106A 76.6 66.0 38 200.0 160.1 139.7 128.6 109.1 95.9 41 171.9 98.8 752 63.8 41 200.0 152.7 116.4 98.6 71.0 61.2 41 195.7 148.4 129.5 119.2 101.2 88.9 44 1602 92.0 70.1 59.4 44 193.5 142.3 108.4 91.9 662 57.0 44 182.4 138.3 120.7 111.1 94.3 82.8 47 149.986.2 65.6 55.6 47 181.1 133.2 101.5 86.0 61.9 53.4 47 170.7 129.4 113.0 104.0 88.2 77.5 50 140.9 81.0 61.7 52.3 50 170.3 125.2 95A 80.9 582 502 50 160.5 121.7 106.2 97.8 83.0 72.9 53 133.0 76.4 T 582 49.3 1 1 53 160.8 118.1 90.0 76.3 54.9 1 47.3 f r�6_ 151.4 114.8 100.2 92.2 78.3 68.8 C-0-N=6-STEEL/ALUM. G-C3-N=4-STEEL/ALUM. )-C3-N=10-STEEL/ALUM. A.S.D.DESIGN PRESS RA (P.a.t.)FOR 1'x4`x14 x 34'MULLION WITH A.S.D.DESIGN PRESSURE RATING(p.o f.) FOR 3"x3"xllr MULLION A.S.D.DESIGN PRESSURE RATING:(pat) FOR 4x6'81114"MULLION WITH CUPS CUPS CONNECTED WITH(0)114"TEK SCREWS 6ACHEND OFMULLNNI WITH CLIPS CONNECTED WITH(4)114"TEK SCREWS EACH END OF CONNECTED WITH 10 1/4'TEK SCREWS EACH END OF MULLION Tributary Mullion Len (L) Tributary Mullion Length(L) Tributary Willion Length L Wdth(b) 38.375 50.625 58 63 74.25 1 80 Width b 38.375 1 50.625 58 63 1 74.25 98 Width b) 38.375 50.625 58 63 1 74.25 96 108 120 144 20 200.0 200.0 200.0 200.0 200.0 182.2 20 200.0 200.0 200.0 191.3 162.4 99A 20 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 23 200.0 200.0 200.0 200.0 183.9 158.4 23 200.0 200.0 180.7 166A 1412 88.4 23 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 26 200.0 200.0 200.0 200.0 162.7 140.2 26 200.0 183.2 159.9 1472 124.9 78.4 28 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 188.7 29 200.0 200.0 200.0 200.0 145.9 125.7 29 200.0 1642 143.3 132.0 112.0 68.5 29 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 169.1 32 200.0 200.0 200.0 183.6 132.2 113.9 32 196.3 148.8 129.9 119.6 101.5 62.1 32 200.0 200.0 200.0 200.0 200.0 200.0 200.0 183.9 153.3 35 200.0 200.0 189.7 167.9 120.9 104.1 35 179.5 136.1 118.8 109.3 92.8 56.8 35 200.0 200.0 200.0 200.0 200.0 200.0 186.9 168.2 140.1 38 200.0 200.0 174.8 154.6 111.3 95.9 38 165.3 125.3 109A 100.7 85.4 52.3 38 200.0 200.0 200.0 200.0 200.0 193.6 172.1 154.9 129.1 41 200.0 185.6 162.0 143.3 103.2 88.9 41 153.2 116.2 101.4 93.3 79.2 48.5 41 200.0 200.0 200.0 200.0 200.0 179.5 159.5 143.6 119.6 44 200.0 172.9 150.9 133.5 96.1 82.8 44 142.8 108.2 9q B=.0• J3.8• 41.2• 9 44 200.0 200.0 200.0 200.0 200.0 167.2 148.8 133.8 111.5 47 200.0 161.9 141.3 125.0 90.0 77.5 47 133.7 101.3 d8.4 8 .4• 9. •4 .3• 47 200.0 200.0 200.0 200.0 200.0 156.5 138.1 125.2 10414 50 200.0 152.2 132A 117.5" 84.6 72.9 50 125.6 95.2 3,1 .7&5• 44. •39.3• 50 200.0 200.0 200.0 200.0 190.3 147.2 130.8 117.7 98.1 53 189.4 143.6 125.3 110.9 79.8 68.8 53 118.5 89.9 4 • 1. • 53 200.0 200.0 200.0 200.0 179.5 138.8 123.4 111.1 92.5 _4151p L/j FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT RF.VLtiEU $Z ••'CEN SF 4 02015 nrta0 W_ SERIES 14000 HMMS IMPACT RESISTANT WAxa+W. a5 complyily with 66 Fla • :•• CLIPPED ALUMINUM MULLIONS ML _ Oui1di11xCode 15006W.13 - •_ _ sao sEsr 7e xaln w/a/15 AeeepYaea NO AM •! / r. • :17r 'L EC IMe. P11 '"55a�1•ios DATE nub"Nia lAA� • i TIDJT 76aTIN0!xNOxKFRINO COMPANY F-z- � r 1E 4 FiI un ar xu &aax OME aroma n AM R ••t� "1 aro:Oosxol-law.c«:(elm:-1ss1 •rA� aYmon 15-158 Mi•a' ado b••' •:::.�a1«•a.ae... E9-0006719 yp DRAOgNO IIs UMI DADE COUNTY ' y F�1.ORIOA4nun i. P.E MEET i of e0 • •• •• ••• • •• •• ••• • • ••• • • CLIPPED _END - MULLIONS CHARTS INTO STEEL/ALUMINUM -SUBSTRATE CONNECTED W/ CLIP (0 D-C3-N=4-STEJ,/ALUM. D-C3-N=6-STEEL jALUM. A.S.D.DESIGN PMSURK RATING(p.af.) FOR 2"0'wir MULLION A.S.D.DESIGN PRESSURE RATING(p.aL)FOR 2"x4"x118"MULLIONWITH CLIPS CONNECTED WITH(4)1W TEC SCREWS EACH END OF WITH CLIPS CONNECTED WITH(6)1/4"TEK SCREWS EACH END OF MULLION MULLION Tributary MrlEon th(L) Tributary Millon Length L IM1ldth b) 38.375 60.625 58 63 74.25 98 Width b 98.375 50.626 68 83 74.25 96 20 200.0 200.0 200.0 200.0 200.0 137.4 20 200.0 200.0 200.0 200.0 200.0 137.4 23 200.0 200.0 200.0 200.0 163.6 119.5 23 200.0 200.0 200.0 200.0 199.7 119.5 26 200.0 200.0 200.0 191.5 162.4 105.7 26 200.0 200.0 200.0 200.0 176.7 105.7 29 200.0 200.0 186.4 171.7 145.6 94.8 29 200.0 200.0 200.0 200.0 158.4 94.8 32 200.0 193.6 169.0 155.6 132.0 85.9 32 200.0 200.0 200.0 199.4 143.6 85.9 35 200.0 177.0 154.5 142.2 120.7 78.5 35 200.0 200.0 200.0 182.3 131.2 78.5 38 200.0 163.0 142.3 131.0 111.1 72.3 38 200.0 200.0 190.1 167.9 120.9 72.3 41 199.3 151.1 131.9 121.4 103.0 67.0 41 200.0 200.0 176.2 155.6 112.0 67.0 44 185.7 140.8 122.9 113.1 96.0 62.5 44 200.0 188.1 164.2 145.0 104.4 62.5 47 173.9 131.8 115.0 105.9 89.9 58.5 47 200.0 176.1 153.7 135.8 97.7 58.5 50 163.4 123.9 108.1 99.6 84.5 55.0 50 200.0 165.8 144.5 127.6 91.9 55.0 53 154.2 116.9 102.0 93.9 79.7 51.8 53 200.0 1562 136.3 120A 86.7 51.8 E C3-N=6-STEEL/ALUM. E-C3-N=8-STEEL,/ALUM. A.S.D.DESIGN PRESSURE RATING(p.at) FOR 2"x6•'xl/8"MULLION WITH CLIPS A.S.D.DESIGN PRESSURE RATING(p.s t)FOR 2"x6"x116"MULLION WITH CLIPS CONNECTED WITH ti 114'TEK SCREWS EACH END OF MULLION CONNECTED WITH 'IINTEIC SCREWS EACH END OF MULLION Tributary Mallon Length L Tributary Mullion Length(L) Width b 38.375 50.825 58 63 74.25 96 108 120 144 VYldth(b) 38.375 60925 68 63 74.25 95 108 120 144 20 200.0 200.0 200.0 200.0 200.0 200.0 192.6 156.0 108.3 20 200.0 200.0 200.0 200.0 200.0 200.0 192.6 156.0 108.3 23 200.0 200.0 200.0 200.0 200.0 200.0 167A 135.6 94.2 23 200.0 200.0 200.0 200.0 200.0 200.0 167.4 135.6 94.2 26 200.0 200.0 200.0 200.0 200.0 187.5 148.1 120.0 83.3 26 200.0 200.0 200.0 200.0 200.0 187.5 148.1 120.0 83.3 29 200.0 200.0 200.0 200.0 200.0 168.1 132.8 107.6 74.7 29 200.0 200.0 200.0 200.0 200.0 168.1 132.8 107.6 74.7 32 200.0 200.0 200.0 200.0 200.0 152.3 120.3 97.5 67.7 32 200.0 200.0 200.0 200.0 200.0 152.3 120.3 97.5 67.7 35 200.0 200.0 200.0 200.0 188.8 139.3 110.0 89.1 61.9 35 200.0 200.0 200.0 200.0 200.0 139.3 110.0 89.1 61.9 38 200.0 200.0 200.0 200.0 173.9 128.3 101.3 82.1 57.0 38 200.0 200.0 200.0 200.0 200.0 128.3 101.3 82.1 57.0 41 200.0 200.0 200.0 190.0 1612 118.9 93.9 76.1 52.8 41 200.0 200.0 200.0 200.0 198.7 118.9 93.9 76.1 52.8 44 200.0 200.0 192.3 177.0 1502 110.8 87.5 70.9 492 44 200.0 200.0 200.0 200.0 185.2 110.8 87.5 70.9 49.2 47 200.0 200.0 180.0 165.7 140.6 103.7 81.9 66.4 446.1• • • 0 0 0 411 0200.0 200.0 200.0 200.0 173A 103.7 81.9 66.4 4&1 50 2 .0 193.8 169.2 155.8 1322 97.5 77.0 62.4 43.3 i ••i i i • 005 200.0 200.0 200.0 196.1 163.0 97.5 77.0 62A 43.3 53 200.0 182.9 159.6 146.9 124.7 92.0 72.7 58.9 'E4 .9 � � � � � ••S • .0 200.0 200.0 185.0 153.7 92.0 727 58.9 40.9 vk A.T11 FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT RGvtlED 06016 nrtto W_ SERIES 14000 HMMS IMPACT RESISTANT DRAWN W. memuptyt,pwndtl�I�*�'• • ` �• •• CUPPED ALUMINUM MULLIONS Tn.� Building ND 15.Oe «.{` :» 290 WW 76 MMD 06/04/15 ."k,Dw IL E C O INe. 1 MI^^ ""�• a i PHONE.Cass 66e-star J*1 • * •• i>t T TESTING•DRUN[EIMNO COMPANY am F CAx, 305 °S°-GM 1&156 MJ. SK i00.MINIM flMY06,"y1N Mt r S �' STATE OF t� e'-.""�N'�1;;�no l.n_,D,n . "'nov DMAWM N. 11, MIAMI DADE COUNW r'�i •• •` ORIS¶irle�.+4. P.E. SHFET 39 OF 60 • • • • • NruWr�~,•• • • • • • • • • • • CLIPPED END -MULLIONS CHARTS INTO STEELALUMINUM SUBSTRATE CONNECTED WZ CLIP C3 F-C3-N=8-STEELjALUM. F-Q3-N=j0-STEELaLUJL A.S.O.DESIGN PRESSURE RATING pl.0.1 FOR 2'W-x1/4-MULUON WITH CUPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(p.ar.) FOR 2'XV x1M-MULLION WITH CLIPS (8)114- TO(SCREWS EACH END OF MULLION CONNECTW WITH 0 114-?IRK SCREWS EACH END OF MULLION Tributary Mallon LowtlN L Tributary Minton th L) Width b 3&375 50.825 58 63 74.25 98 108 120 144 Wdth b 38.375 50.625 1 58 63 74.25 96 108 120 144 20 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 197.8 20 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 197.8 23 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 172.0 23 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 172.0 26 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 152.1 26 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 152.1 29 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1802 136.4 29 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.4 136A 32 200.0 200.0 200.0 200.0 200.0 200.0 181.5 163.3 123.6 32 200.0 200.0 200.0 200.0 200.0 200.0 200.0 178.0 123.6 35 200.0 1 200.0 1 200.0 200.0 200.0 186.7 165.9 149.3 113.0 35 200.0 200.0 200.0 200.0 200.0 200.0 200.0 162.7 113.0 38 200.0 200.0 200.0 200.0 200.0 171.9 152.8 137.5 104.1 38 200.0 200.0 200.0 200.0 200.0 200.0 185.0 149.9 104.1 41 200.0 200.0 200.0 200.0 200.0 159.4 141.6 127.5 96.5 41 200.0 200.0 200.0 200.0 200.0 194.0 171.5 138.9 96.5 44 200.0 200.0 200.0 200.0 192.0 148.5 132.0 118.8 89.9 44 200.0 200.0 200.0 200.0 200.0 180.8 159.8 129.4 89.9 47 200.0 200.0 200.0 200.0 179.7 139.0 123.6 111.2 84.2 47 200.0 200.0 200.0 200.0 200.0 169.3 149.6 121.2 84.2 50 200.0 200.0 200.0 199.1 168.9 130.7 116.2 104.5 79.1 50 200.0 200.0 200.0 200.0 200.0 159.1 140.6 113.9 79.1 53 200.0 200.0 200.0 187.8 159.4 123.3 109.6 98.6 74.6 53 200.0 200.0 200.0 200.0 194.1 150.1 132.7 107.5 74.6 • •• • • • • ••• • •• ••• •• lnHynn4p��• FLORIDA BUILDING CODE (High Voloclty Hurricane Zone) rRODUCI RIiVISPA �� Ci•N $ *=Is mloo W. SERIES 14000 HMMS IMPACT RESISTANT oluWR 9r. m e0roplyk0s wldl lye Fyryiw •i• CLIPPED ALUMINUM MULLIONS rxL M ildin4 Code _ WonMEE P� ) l� i .t zoo WEST 79 ROAD 06/0+/IES k 'Fation Dote ._ .+. •:7� 11L E C 0,,-.. Baas-leim wr[ ZOiB ir: �/ 1!1/..x'. ly iSihTE OF;i. TR++r rEmMo•rnouaERM Canun r�x�`eero e4 w�ar u. ao.M.�Waw�vnoaa n ana ,mr can 15-158 M• l0dat C0n1 1(` n..Ti pa + Is .F.,(�D pj� ,.n rr� �wom .-mt a.s9rmn isms a..r wa.,w OMMIMC No ®-0006)19 ao w-aF MIAMI DADE COU E x ti nul>;iILi.E arc[r�0 or eo ••• • • • •rN41IRNuuW • • • • • • • • • • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED Wf CLIP 5 A-C4-N=2-WOOD 8-C4-N=2-WOOD C-C4-N=2-WOOD AAA MMM'. -uRERATm(p...L)PDRvwx1A` ASAILDSIGNPRISSURERATNO(IL21)F0R1'x4'x1M'MUTAMWI7HCUP8 A./A.DESI PRESUME RA7M(PAJJF�tT`x'7NAx3A-610LUONWTH MULLIONWITHCUPSCONt'ECTEDWITH(2)U4 CONNECTED WITH 114ULTRACONSEACH END OFMULUON CLpDCONNECTED WITHi2)1N'ULTRgCONSEACHENDOFMUWON tLTRACDNSEACH END OFMULLION Tributary MWIfonLength L Tributary Mullion L Tributary Mallon Len L Wkfth b 38.375 50.625 58 63 7425 80 1Mdth(b) 38.375 50.625 58 83 74.25 80 Width20 b 38.375 50.825 0. 5. 20 91.6 69A 60.6 55.8 47.3 43.9 20 91.6 69.4 60.6 55.8 47.3 43.9 20 91.6 69.4 80.7 55.8 23 79.6 60A 52.7 48.5 41.1 38.2 23 79.6 60.4 52.7 48.5 41.1 382 23 7 52.7 48.5 26 70.4 53A 46.6 42.9 36.4 33.8 26 70.4 53.4 46.6 42.9 36.4 33.8 26 700.4A 5 53A 3.4 46.6 42.9 29 63.1 47.9 41.8 38.5 32.6 30.3 29 63.1 47.9 41.8 38.5 32.6 30.3 29 73.1 4 41.8 38.5 32 57.2 43A 37.9 34.9 29.6 27.5 32 57.2 43.4 37.9 34.9 29.6 27.5 32 57.2 433.4A 37.9 34.9 35 52.3 39.7 34.6 31.9 27.0 25.1 35 52.3 39.7 34.6 31.9 27.0 25.1 38 48.2 36.5 31.9 29. 35 52.3 38.7 34.6 31.4 38 482 36.5 31.9 29A 24.9 23.1 38 48.2 36.5 31.9 29.4 24.9 23.1 41 44.7 33.9 29.8 27.2 41 44.7 33.9 29.6 272 23.1 21A 41 44.7 33.9 29.6 27.2 23.1 21.4 44 41.6 31.5 27.5 25.4 21.5 20.0 44 41.6 31.5 27.5 25.4 21.5 20.0 44 41.6 31.5 27.5 255.4A 47 39.0 29.5 25.8 23.7 20.1 18.7 47 39.0 29.5 25.8 23.7 20.1 18.7 47 3 . 28.5 25.8 23.7 50 36.6 27.8 242 22.3 18.9 17.6 50 36.6 27.8 24.2 22.3 18.9 17.6 50 366.66 27.8 24.2 22.3 53 34.6 262 22.9 21.0 17.9 16.6 53 34.6 26.2 22.9 21.0 17.9 16.6 53 34.7 26.2 22.9 21.0 56 32.7 24.8 21.6 19.9 16.9 15.7 56 32.7 24.8 21.8 19.9 16.9 15.7 57 32.7 24.8 21. 19.9 59 31.0 23.5 20.5 18A 16.0 14.9 59 31.0 23.5 20.5 18.9 16.0 14.9 58 31.0 23.5 20.55 18.9 62 29.5 22A 19.5 18.0 15.3 142 M74 29.5 22A 19.5 18.0 15.3 14.2 62 282 21A 19.5 18.0 65 282 21A 18.6 172 14.6 13.5 28.2 21.4 18.6 172 14.6 13.5 65 282 20A 18.6 17.2 68 26.9 20A 17.8 16.4 13.9 12.9 26.9 20.4 17.8 16A 13.9 12.9 68 25.9 20.4 17.8 18.4 71 25.8 19.6 17.1 15.7 13.3 12A 25.8 19.6 17.1 15.7 13.3 12A 71 25.8 19.7 17.1 15.1 74 24.7 18.8 16A 15.1 12.8 11.9 24.7 18.8 16.4 15.1 12.8 11.9 74 24.7 18.8 t6.4 15.t 77 23.8 18.0 15.7 14.5 12.3 11A 23.8 18.0 15.7 14.5 12.3 11.4 77 23.8 18.0 15.7 14.5 g0 22.9 17A 15.1 13.9 11.8 11.0 22.9 17.4 15.1 13.9 11.8 11.0 80 22.9 17A 15.1 13.9 g3 22.1 16.7 14.6 13.4 11:4 10.6 22.1 16.7 14.6 13.4 11.4 10.6 83 22.1 16.1 14.8 13.4 86 21.3 16.1 14.1 13.0 11.0 102 Be 21.3 16.1 14.1 13.0 11.0 10.2. 86 21.3 15.1 14.1 13.0 89 20.6 15.6 13.6 12.5 10.6 9.9 89 20.6 15.6 13.6 12.5 10.6 9.9 89 20.6 15.8 13.8 12.5 92 19.9 15.1 132 12.1 10.3 9.5 92 19.9 15.1 13.2 12.1 10.3 9.5 92 19.9 15.1 13.2 12.1 95 19.3 14.6 12.8 11.7 10.0 9.2 95 19.3 14.6 12.8 11.7 10.0 9.2 85 19.3 14.6 12.8 11.7 98 18.7 14.2 12.4 11.4 9.7 9.0 98 18.7 14.2 12.4 11.4 9.7 9.0 98 18.7 14.2 12.4 11.4 101 18.1 13.7 i10 f• 1.Q 8. 8. •. 101 18.1 13.7 12.0 11.0 9.4 8.7 101 18.1 13.7 12.0 11.0 104 17.7 13.3 -11.8 0.1 %1 • -8.4 104 17.6 13.3 11.6 10.7 9.1 8.4 104 17.6 13.3 11.6 10.7 •• 090 •• \;1\N1wT'M114 P• tt;/j b, FLORIDA BUILDING CODE (High Velocity Hurricone Zone PRODucrREVISED • �ENSF °sols TUNG we. SERIES 14000 HMMS IMPACT RESISTANT DRWH Or. CUPPED ALUMINUM MULLIONS r.R.t. - - - -- - m complyi/µwithfle AwWU • �. S7- V. Code -- f . / .• IL E C O INC. %WIE: '666-6,67 lce No I �•!/ . . -.. *= HWF"1L 576,4 UAW -/7 �elr�• • • QCIE null tt6nNo t K"Hu 6Mo oowMNr r1uc:(J06 a)s_ase6 1E ly�'• aus wa yew.a a.aoe.wiaw awaa,r.a as,o ..�N 15.158 BT Bdo Product Z ST �i w...:taael� Ee-0668 ( lAITFA A 7ILLA719 k..P.E. SKU 41 OF 60 MIAMI RADE COUNTY ' "167 P�- • g 11A\\ • • •• •• • • • •• •• 000 • 0 0 ••• • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED WZ CLIP C4 C-C4-N=3-WO0 D-C4-N=2-WOOD D-C4-N=3-W20 A.&QDESIGN PRESSURE RATING(pel.)FOR 1"xP'x118x318"MULUONWITH A-SaDESIGNPRESSURERAIWO(P.21)PORrx4"x1A"MUU.JCN WITH CUPS AAUXDESIGN PRESSURE RATINO(ps.L)FOR 2-x4-x1N•MULLION WITNCUPS CLIPS CONNECTED WITH S 114"ULTRACON35 EACH L�IO OF MULLION CONNECTED WITH 19"ULTRACONS EACH ENOOF MU.UON CONNECT®WITH S 19"U.TRACONS EACH END OF MULLION Tributary Mulbn Length L Tributary Mullion Length(L) Tributary Mullion L (L Vihdth b 38.375 50.625 58 83 74.25 80 Wdth b 38.376 50.625 58 63 74.25 96 Width b 38.375 50.625 58 83 74.25 96 20 137.3 104.1 90.9 83.7 71.0 65.9 20 91.6 69.4 60.6 55.8 47.3 36.6 20 137.3 104.1 90.9 83.7 71.0 54.9 23 119A 90.5 79.0 72.7 61.7 57.3 23 79.6 60.4 527 48.5 41.1 31.8 23 119A 90.5 79.0 72.7 61.7 47.7 26 105.6 80.1 69.9 64A 54.6 50.7 1 26 70.4 53.4 46.6 429 36A 28.2 26 105.6 80.1 692 64A 54.6 42.2 29 94.7 71.8 62.7 57.7 49.0 454 29 63.1 47.9 41.8 38.5 32.6 25.2 29' 94.7 71.8 62.7 57.7 49.0 37.9 32 85.8 65.1 56.8 52.3 44.4 41.2 32 57.2 43.4 37.9 34.9 29.6 22.9 32 85.8 65.1 58.8 52.3 44A 34.3 35 78.5 59.5 51.9 47.8 40.6 37.6 35 52.3 39.7 34.6 31.9 .27.0 20.9 35 78.5 59.5 51.9 47.8 40.6 31A 38 72.3 54.8 47.8 44.0 37A 34.7 38 48.2 36.5 31.9 29.4 24.9 19.3 38 72.3 64.6 47.8 44.0 37A 28.9 41 67.0 50.8 44.3 40.8 34.6 32.1 41 44.7 33.9 29.6 27.2 23.1 17.9 41 67.0 50.8 44.3 40.8, 34.6 26.6 44 62A 47.3 41.3 38.0 32.3 29.9 44 41.6 31.5 27.5 26A 21.5 16.6 44 62A 47.3 41.3 38.0 32.3 25.0 47 58A 44.3 38.7 35.6 30.2 28.0 47 39.0 29.5 25.8 23.7 20.1 15.6 47 58.4 44.3 38.7 35.6 302 23.4 50 54.9 41.6 36.3 33.5 28A 26.4 50 36.6 27.8 24.2 22.3 18.9 14.6 50 54.9 41.6 36.3 33.5 28A 22.0 53 51.8 39.3 34.3 31.6 26.8 242 63 34.6 26.2 22.9 21.0 17.9 13.8 53 51.8 39.3 34.3 31.6 26.8 20.7 56 49.0 37.2 32.5 29.9 25.4 23.5 56 32.7 24.8 21.6 19.9 16.9 13.1 56 49.0 372 32.5 29.9 1 25A 19.6 59 46.6 35.3 30.8 28A 24.1 22.3 59 31.0 23.5 20.5 18.9 16.0 12.4 59 46.6 35.3 30.8 28.4 1 24.1 18.6 62 44.3 33.6 29.3 27.0 22.9 21.3 62 29.5 22.4 19.5 18.0 15.3 11.8 62 44.3 1 33.6 29.3 27.0 22.9 17.7 65 42.3 32.0 28.0 25.7 21.8 20.3 65 28.2 21.4 18.6 172 14.6 11.3 65 42.3 32.0 28.0 25.7 21.8 16.9 68 40.4 30.6 26.7 24.6 20.9 19.4 68 26.9 20.4 17.8 16A 13.9 10.8 68 40A 30.6 28.7 24.6 20.9 16.1 71 38.7 29.3 25.6 23.6 20.0 18.6 71 25.8 19.6 17.1 15.7 13.3 10.3 71 38.7 29.3 25.8 23.6 20.0 15.5 74 37.1 28.1 24.6 22.8 1 19.2 17.8 74 24.7 18.8 16.4 15.1 12.8 9.9 74 37.1 28.1 24.6 22.6 19.2 14.8 77 35.7 27.0 23.6 21.7 1 18A 17.1 77 23.8 18.0 15.7 14.5 12.3 9.5 77 35.7 27.0 23.6 21.7 18.4 14.3 80 34.3 26.0 22.7 20.9 17.7 16.5 80 22.9 17.4 15.1 13.9 11.8 9.2 80 34.3 26.0 22.7 20.9 17.7 13.7 83 33.1 25.1 21.9 20.2 17.1 15.9 83 22.1 16.7 14.6 13A 11.4 8.8 83 33.1 25.1 21.9 20.2 17.1 13.2 86 31.9 242 21.1 19.5 16.5 15.3 1 86 21.3 16.1 14.1 13.0 11.0 8.5 86 31.9 24.2 21.1 19.5 16.5 12.6 89 30.9 23.4 20.4 18.8 16.0 14.8 89 20.6 15.6 13.6 12.5 10.6 8.2 89 30.9 23.4 20.4 18.8 16.0 12.3 92 1 29.9 1 22.6 19.8 182 15.4 14.3 92 19.9 15.1 13.2 12.1 10.3 8.0 92 29.9 22.6 19.8 18.2 15.4 11.9 95 28.9 21.9 19.1 17.6 14.9 13.9 95 19.3 14.6 1 128 i-177-T 10.0 7.7 95 28.9 21.9 19.1 17.6 14.9 11.6 98 28.0 212 18.5 17.1 14.5 13A 98 18.7 14.2 1 124 11A9.7 1 7.5 1 98 1 28.0 21.2 18.5 17.1 14.5 112 101 272 20.6 18.0 16.6 14.1 13.0 101 18.1 .7 1 11,019.4 .2 101 27.2 20.618.0 16.6 14.1 10.9 104 26.4 20.0 17.5 1 16.1 1 13.7 12.7 104 17.6 13.3 1011816 1 10.7+ 1 a 9h7.0 1 104 1 26.4 1 20.0 1 17.5 16.1 13.7 10.6 "�P (/ 4 FLORIDA BUILDING CODE High Velocity Hu cons Zone) eLVUFD v -71 Pitowcr GENS �i� orate 7xTCGo nc SERIES 14000 HMMS IMPACT RESISTANT DRAWN ere P: - mComplying�vi16i1BFlgi�}• � CLIPPED ALUMINUM MULLIONS ra.L - - - 1g - gpIg 1 / �4; IL ECO LNC. ( *r m oe/64„s 16YE(Y�SrL 3X14 9�7� �'�: • S • TLUT TUMNO t ENOWEERM COMPANY FAC(]O6 D99-86m By � USS Kms.FIA FS,WSYM CYWR.a Ut44 M Pro4ucl Can • YpTE 0�; 4i 7 F. C -Ix7t ` mao+s 15-158 �y a EB-ODDAi9 ma DRAWING No MIAMI OAOE COU WALTER A nw7 I P.E Flpll011 lice 44167 SKU 42 OF W ... . . . ... . . CLIPPED INTERIOR & END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED Wf CLIP 5 E-C4-N=3-W00D E-C4-N=4-WOOD A.B.D.DESIGN PRESSURE RATING(P.wf.)FOR 21xb"x1/e"MULLION WITH CLIPS AS D.DESIGN PRESSURE RATING)P.cf.) FOR 2"xe"x118"MULLION WITH CLIPS CONNECTED WITH CONNECTED WITH 114"ELCO ULTRAOONS EACH END OF MULLION 4 114-ELOO ULTRACONS EACH END OF MULLION Tributary Mulllon Length(L) Tributary AAlloor6 L Width 38.375 50.60 58 63 74.25 98 106 12D 144 Width 38.375 $0.625 58 63 74.25 1 96 108 120 1 144 20 137.3 1 104.1 90.9 83.7 71.0 54.9 48.8 43,9 36.6 20 183.1 138.8 121.2 111.5 94.6 73.2 65.1 58.6 1 48.8 23 119.4 90,5 79.0 72.7 61.7 47.7 42.4 38.2 31.8 23 159.2 120.7 105.4 97.0 82.3 63.7 56.6 50.9 1 42.4 26 105.6 80.1 69.9 64.4 54.6 42.2 37.6 33.8° 282 26 140.9 106.8 932 85.8 72.8 56.3 50.1 45.0 1 37.5 29 94.7 71.8 62.7 57.7 49.0 37.9 33.7 30.3 25.2 29 126.3 95.7 83.6 76.9 65,3 50.5 44.9 40.4 33.7 32 85.8 65.1 56.8 52.3 44.4 34.3 30.5 27.5 22.9 32 114.4 86.8 75.7 69.7 59.2 45.8 40.7 36.6 30.5 35 78.5 59,5 51.9 47.8 40.6 31.4 27.9 25.1 20.9 35 104.6 1 79.3 69.2 63.7 54.1 41.8 37.2 33.5 27.9 38 72.3 54.8 47.8 44.0 37.4 28.9 25.7 23.1 19.3 38 96.4" 1 73.1 63.8 58.7 49.8 38.5 342 30.8 25.7 41 67.0 50.8 44.3 40.8 34.6 26.8 23.8 21A 17.9 1 41 89.3 1 67.7 59.1 54A 46.2 35.7 31.7 28.6 23.8 44 62A 47.3 41.3 38.0 32.3 25.0 22.2 20.0 16.6 44 83.2 1 63.1 ' 55.1 50,7 43.0 33.3 29.6 26.6 22.2 47 58.4 44.3 38.7 35.6 30.2 23.4 20.8 18.7 15.6 47 77.9 59.1 51.8 47.5 40.3 31.1 27.7 24.9 1 20.8 50 54.9 41.6 36.3 33.5 28.4 22.0 19.5 17.6 14.6 50 73.2 65.5 48.5 44.6 37.9 29.3 28.0 23.4 1 19.5 53 51.8 39.3 34.3 31.6 26.8 20.7 18.4 16.6 13.8 53 69.1 52.4 45.7 42.1 35,7 27.6 24.6 22.1 18.4 56 49.0 37.2 32.5 29.9 25.4 19.6 17.4 15.7 13.1 56 65.4 49.6 43.3 39.8 33.8 26.1 23.2 20.9 17A 59 46.6 35.3 30.8 28.4 24,1 18,6 16.5 14.9 12.4 59, 62.1 47.1 41.1 37.8 32.1 24.8 22.1 19.9 16.5 62 44.3 1 33.6 29.3 27.0 22.9 17.7 15.7 14,2 11.8 62 59.1 44.8 39.1 36.0 30.5 23.6 21.0 18.9 15.7 65 42.3 32.0 28.0 25.7 21.8 16.9 15.0 13.5 11.3 65 56.3 1 42.7 37.3 34.3 1 29,1 22.5 1 20.0 18.0 15.0 68 40.4 30.6 26.7 24.6 20.9 16.1 14.4 12.9 10.8 68 53.8 40.8 35.6 32.8 27.8 21.5 19.1 17.2 14.4 71 38.7 29.3 25.6 23.6 20.0 15.5 13.7 12A 10.3 71 51.63 39.1 34.1 MA 26.7 20.6 18,3 16.5 13.7 74 37.1 28.1 24.6 22.6 19.2 14.8 13.2 11.9 9.9 74 49.5 37.5 32.7 30.1 25.6 19.8 17.6 15.8 132 77 35.7 27.0 23.6 21.7 18.4 14.3 12.7 11A 9.5 77 47.6 36.1 31.5 29.0 24.6 19.0 16.9 15.2 12.7 80 .34.3 26.0 22.7 20.9 17.7 13.7 12.2 11.0 9.2 80 45.8 34.7 30.3 27.9 23.7 18.3 16.3 14.6 12.2 83 33.1 25.1 21.9 20.2 17.1 13.2 11.8 10.6 8.8 83 44.1 33A 292 26.9 22.8 17.6 15.7 14.1 11.8 86 31.9 24.2 21.1 19.5 16.5 12.8 11.3 102 8.5 86 42.6 32.3 28.2 25.9 22.0 17.0 15.1 13.6 11.3 89 30.9 23A 20.4 18.8 16.0 12.3 11.0 9.9 8.2 89 41.2 31.2 272 25.1 21.3 16.4 14.6 13.2 11.0 92 29.9 22.6 19.8 18.2 15.4 11.9 10.6 9.5 J7.7 92 39.8 30.2 26.3 24.2 20.6 M14.9 14.1 12.7 10.6 95 28.9 21.9 19.1 17.6 14.9 11.6 10.3 9.2 95 38.6 292 25.5 23.5 19.9 13.71210398 28.0 21.2 18.5 17.1 14.5 11.2 10.0 9.0 98 37A 28.3 24.7 22A 19.3 13.3 12.0 10.0101 27.2 20.6 18.0 16.6 14.1 10.9 9.7 8.7 101 36.3 27.5 24.0 22.1 18.7 12.9 11.8 97 104 26.4 20.0 17.5 16.1 13.7 10.6 9.4 8.4 • •« : e 2 -26.7 23.3 21,5 182 12.5 11.3 9.4 •• ••• •• • • •• INIIIt11A. it", FLORIDA 9UILDING CODE (High VelocityHurricons Zone) µ 07015 TLNW INC. SERIES 14000 HMMS IMPACT RESISTANT 0"wm By PRODU�6GVt � mr.wylyieiwiu�n.�°jti r ••�•C,EN •�' 4% - CLIPPED ALUMINUM MULLIONS rJa. u,�la ) .pb 2.63 •i'�c' PNo wsis Nw os - u/oa/1s A '� mDATE ILECOINe, • • nurr Emme•EN•iNrcl*o mi eoxPANY rix exLeese em ar. a a.aw.www w•Oq,"new r.w-9w�gwkan 16-Ilia htiwv + •STATE OF• rn... im>✓m�w�afoowje7l->., °""5E w•ors EB-000!719 ewer na� OMNINO Ne ••6 N TER A TN1R Jr. P.E SHEET 43 OF 60 MIAMI DARE COUNTY i u1E tic. a li7 • • • • •�7jHY1111 • ••• • • • ••• • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED W/ CLIP C4 f-C4-N=4=M0 F-C4-N=5-WOOD A.SD.DESIGN PRIMSURE RATING(p.R.f.)FOR 2'x6"x114'MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING ip.R.L)FOR 2"x6"x1/4'MULLION WITH CLIPS 14)114" ULTRACONS EACH END OF MULLION CONNECTED WITH tl4" ULTRACONS EACH END OF MULLION Tributary Muton Len Tdbutery Mullon Length(L) NO th 38.375 50.625 58 63 74.25 96 108 120 144 VWdth(b) 36.375 50.625 1 58 63 74.25 g8 1 108 120 144 20 183.1 138.8 121.2 111.5 94.6 73.2 65.1 58.6 48.8 20 200.0 173.5 151.4 139.4 118.3 91.5 81.3 73.2 61.0 23 159.2 120.7 105.4 97.0 82.3 63.7 58.6 50.9 42.4 23 199.0 150.9 131.7 121.2 102.9 79.6 70.7 63.7 53.0 26 140.9 106.8 93.2 85.8 72.8 56.3 50.1 45.0 37.5 26 176.1 133.5 116.5 107.3 91.0 70.4 62.6 56.3 46.9 29 126.3 95.7 83.6 76.9 65.3 50.5 44.9 40.4 33.7 29 157.9 119.7 104.4 96.2 81.6 63.1 56.1 50.5 42.1 32 114.4 86.8 75.7 69.7 59.2 45.8 40.7 36.6 30.5 32 143.1 108.4 94.7 87.1 73.9 57.2 50.8 45.8 38.1 35 104.6 79.3 69.2 63.7 54.1 41.8 37.2 33.5 27.9 35 130.8 99.1 86.5 79.7 67.6 52.3 46.5 41.8 1 34.9 38 96.4 73.1 63.8 58.7 49.8 38.5 34.2 30.8 25.7 38 120.5 91.3 79.7 73.4 62.3 48.2 42.8 38.5 32.1 41 89.3 67.7 59.1 54A 46.2 35.7 31.7 28.6 23.8 41 1 111.7 84.6 73.9 68.0 57.7 44.6 39.7 35.7 29A 44 83.2 63.1 55.1 50.7 43.0 33.3 29.6 26.6 222 44 104.0 1 78.9 68.8 63.4 53.8 41.6 37.0 33.3 27.7 47 77.9 59.1 51.6 47.5 40.3 31.1 27.7 24.9 20.8 47 97.4 73.8 64.4 59.3 50.3 38.9 34.6 31.1 26.0 50 73.2 55.5 48.5 44.6 37.9 29.3 26.0 23.4 19.5 50 91.6 69.4 60.6 55.8 47.3 36.6 32.5 29.3 24.4 53 69.1 52.4 45.7 42.1 35.7 27.6 24.6 22.1 18.4 53 86.4 65.5 57.2 52.6 44.6 34.5 30.7 27.6 23.0 56 65.4 49.6 43.3 39.8 33.8 26.1 23.2 20.9 17.4 56 81.7 62.0 54.1 49.8 42.3 32.7 29.0 26.1 21.8 59 62.1 47.1 41.1 37.8 32.1 24.8 22.1 19.9 16.5 59 77.6 58.8 51.3 47.3 40.1 31.0 27.6 24.8 20.7 62 59.1 44A 39.1 36.0 30.5 23.6 21.0 18.9 15.7 62 73.8 56.0 48.9 45.0 382 29.5 26.2 23.6 19.7 65 56.3 42.7 37.3 34.3 29.1 22.5 20.0 18.0 15.0 65 70.4 53.4 46.6 42.9 36A 28.2 25.0 22.5 18A 68 53.9 40.8 35.6 32.8 27.8 21.5 19.1 17.2 14.4 68 1 67.3 1 51.0 44.5 41.0 34.8 26.9 23.9 21.5 17.9 71 51.6 39.1 34.1 31A 26.7 20.6 18.3 16.5 13.7 1 71 64.5 48.9 42.7 39.3 33.3 25.8 22.9 20.6 17.2 74 49.5 37.5 32.7 30.1 25.6 19.8 17.6 15.8 13.2 74 61.9 46.9 40.9 37.7 32.0 24.7 22.0 19.8 16.5 77 47.6 36.1 31.5 29.0 24.6 19.0 16.9 15.2 12.7 77 59.5 45.1 39.3 36.2 30.7 23.8 21.1 19.0 15.8 60 45.8 34.7 30.3 27.9 23.7 18.3 16.3 14.6 122 80 57.2 43.4 37.9 34.9 29.6 229 20.3 18.3 15.3 83 44.1 33A 29.2 26.9 22.8 17.6 15.7 14.1 11.8 83 55.2 41.8 36.5 33.6 28.5 220 19.6 17.6 14.7 86 42.6 32.3 282 25.9 22.0 17.0 15.1 13.6 11.3 88 53.2 40.4 35.2 32.4 27.5 21.3 18.9 17.0 142 89 41.2 312 27.2 25.1 21.3 16.4 14.6 13.2 11.0 89 51.4 39.0 34.0 31.3 26.6 20.6 18.3 16.4 13.7 92 39.8 302 26.3 242 20.6 15.9 14.1 1 12.7 10.6 92 49.8 37.7 32.9 30.3 25.7 19.9 17.7 15.9 13.3 95 38.6 29.2 25.5 23.5 19.9 15.4 13.7 12.3 10.3 95 48.2 36.5 31.9 29.4 24.9 19.3 17.1 15.4 12.8 98 37.4 28.3 24.7 22.8 19.3 14.9 13.3 12.0 10.0 98 46.7 35.4 30.9 28.5 24.1 18 7 16.6 14.9 124 101 36.3 27.5 24.0 22.1 18.7 14.5 12.9 • ••• 0101-4 45.3 34.4 30.0 27.6 23.4 18.1 16.1 14.5 12.1 104 35.2 26.7 1 23.3 1 21.5 1 18.2 1 14.1 12.5 ♦1.3 904 •• • • •ll-OV44.0 33.4 29.1 26.8 22.8 17.6 16.6 1 14.1 1 11.7 •• ••• •• N rT � FLORIDA BUILDING CODE (High Velocity Hurricane Zona PRDDUCT RGVI3BD ` V ,••' y 02016 TLYE00 WC. SERIES 14000 HMMS IMPACT RESISTANT DRMRI en NcanFlyiq with E�D Flbrltlr �:' CEN CLIPPED ALUMINUM MULLIONS r.Ra. - - - BuilJfa8Cbd6 1 b -is •1e+� -- - - lHAIZAK n.33014 DATE ` IdEdOPIgNE((��55 558-9107 2 t► -•• TILLIT TERTINa R[NOINCRRINO aOMPANY Flat:(30S spa-8683 MB i.6S"� - tb..1N.NIfWM QOR14 Fl a1N .eMN1M1ypC1.pT iw • ti ATE J! ` rew ,:t'x '+�-/sao.ra:cwmnl-tbTt �+j,9bs t.�oab 1b16B A • •••�•� DRAWM No TI EB- MIAMI CApE COUNTY Be WALTER A 1NT1IA/�TF Jr. P.E. $"Err 44 OF 80 FIARIDA Lk.441iq r • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR & END MULLIONS CHARTS INTO WOOD SUBSTRATE CONNECTED W/ CLIP C4 G-C4-N=2-WOOD I-C4-N=5-WOOD A.S.D.DESIGN ISMSURE RATING(p,at)FOR 3"x3"x1/8"MULLION A.S.D.DESIGN PRESSURE RATING(P.wt)FOR 4"x0" 14"MULLION WITH CLIPS WITH CLIPS CONNECTED WITH(9)1/4" ULTRACONS EACH END OF CONNECTED WITH 114"ELCO ULTRACONS EACH END OF MULLION Tdbutury RMU01on TributarV Killion Len th L VAdth b 38.375 50.825 58 63 74.25 1 96 Width(b) 38.375 50.625 58 63 74.25 1 98 108 120 144 20 91.6 69.4 60.6 55.8 47.3 36.6 20 200.0 173.5 151.4 139.4 118.3 91.5 81.3 73.2 61.0 23 79.6 60.4 52.7 48.5 41.1 31.8 23 199.0 150.9 131.7 121.2 102.9 79.6 70.7 63.7 53.0 26 70.4 53.4 46.6 42.9 36A 282 26 176.1 133.5 116.5 107.3 91.0 70A 62A 56.3 46.9 29 63.1 47.9 41.8 38.5 32.6 25.2 29 157.9 119.7 104A 962 81.6 63.1 56.1 50.5 42.1 32 57.2 43.4 37.9 34.9 29.6 22.9 32 143.1 108.4 94.7 87.1 73.9 572 50.8 45.8 38.1- 35 52.3 39.7 34.6 31.9 27.0 20.9 35 130.8 99.1 86.5 79.7 67.6 52.3 46.5 41.8 34.9 38 48.2 36.5 1 31.9 1 29.4 24.9 1 19.3 38 120.5 91.3 79.7 73A 62.3 48.2 42.8 38.5 32.1 41 44.7 33.9 29.6 27.2 23.1 17.9 41 111.7 84.6 73.9 66.0 57.7 44.6 39.7 35.7 29.8 44 41.6 31.5 27.5 25A 21.5 16.6 44 104.0 78.9 68.8 63.4 53.8 41.6 37.0 33.3 27.7 47 39.0 29.5 25.8 23.7 20.1 15.6 47 97.4 73.8 64A 59.3 50.3 38.9 34.6 31.1 26.0 50 36.6 27.8 24.2 22.3 18.9 14.6 50 91.6 69.4 60.6 55.8 47.3 36.6 32.5 29.3 24.4 53 34.6 26.2 22.9 21.0 17.9 13.6 53 86.4 65.5 57.2 52.6 44.6 34.5 30.7 27.6 23.0- 56 32.7 24.8 21.6 19.9 16.9 13.1 58 81.7 62.0 54.1 49.8 42.3 32.7 29.0 26.1 21.8 59 31.0 23.5 20.5 18.9 16.0 12A 59 77.6 58.8 51.3 47.3 40.1 31.0 27.6 24.8 20.7 62 29.5 22.4 19.5 18.0 15.3 11.8 62 73.8 56.0 48.9 45.0 382 29.5 262 23.6 19.7 65 28.2 21.4 18.6 17.2 14.6 11.3 65 70A 53.4 46.6 42.9 36.4 282 25.0 22.5 18.8 68 26.9 20.4 17.8 16.4 13.9 10.8 68 67.3 51.0 44.5 41.0 34.8 26.9 23.9 21.5 17.9 71 25.8 19.6 17.1 15.7 13.3 10.3 71 64.5 48.9 42.7 39.3 33.3 25.8 22.9 20.6 17.2 74 1 24.7 18.8 16.4 15.1 12.8 9.9 74 61.9 48.9 40.9 37.7 32.0 24.7 22.0 19.8 16.5 77 23.8 f 8.0 15.7 14.5 12.3 9.5 77 59.5 45.1 39.3 36.2 30.7 23.8 21.1 19.0 15.8 80 22.9 17.4 15.1 13.9 11.8 --9.2 80 57.2 43.4 37.9 34.9 29.6 22.9 20.3 18.3 15.3 83 22.1 16,7 14.6 13A 11.4 8.8 83 552 41.8 36.5 33.6 28.5 22.0 19.6 17.6 14.7 86 21.3 16.1 14.1 13.0 11.0 8.5 Be 53.2 40.4 35.2 32.4 27.5 21.3 18.9 17.0 14.2 89 20.6 15.6 13.6 12.5 10.8 1 8.2 89 51A 39.0 34.0 31.3 26.6 20.6 18.3 16.4 13.7 92 19.9 15.1 13.2 12.1 10.3 8.0 92t49.8 37.7 32.8 30.3 25.7 19.9 17.7 15.9 13.3 95 19.3 14.6 12.8 11.7 10.0 7.7 95 36.5 31.9 29.4 24.9 19.3 17.1 15.4 12.8 98 18.7 14.2 12.4 11.4 9.7 7.5 98 35A 30.9 28.5 24.1 18.7 16.8 14.9 12.412.0 11.0 9.4 7.2 101 34A 30.0 27.6 23.4 18.1 16.1 14.5 12.1 104 17.6 13.3 11.6 10.7 9.1 7.0 29.1 26.8 22.8 17.6 15.8 14.1 11.7 • • • •• • • 111110g2ja• • • •�-'e1�R tI(lN��N�� • .`�.,• '•'� �. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCE REVISED ."Is TUD00 W. SERIES 140DD HMMS IMPACT RmSTANT DRAWN BY; me0n1p1Yia6 wiW lha ilarida - CUPPED ALUMINUM MULLIONS r.R.L Cade- ' '- �• 3a ' - - Aceep ND �• _._...✓i � r/► m wm 7a ROAD 0/a/15 'kO D� Q.= 'L E C 0.7 HM AK FL 33014 DATE • •; RrRrxr,(s0s 6sa-8103 lElnNO t ENGINEEMNO COMPANY rAC(306 a5a-aaaa By • •!•• • P S2 Kw,sea. sr.sat wRwu oremexs,n aalw wntm0 MiNO ade t 1 �A�O �� nwn:pm"e n�i�'w��ns..1 »e�-�a11 +M raoaRe 15.158 p Ea-0006719 DRAWWD No MIA/AI DADS COUNTY 1 YUE l&4siFii'E s 61•:ET A a 00 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W/ CLIP C4 A-C4-N=2-8LO0 9-C4-N=2-8L0CK Q-C4-N=2-BL0CK AJLD,DESIGN PRESS RERATING(pe.I.)FOR T-x2"xllS- A.BD.DESIGN PRESSURERA (pt FCR 1-94--X14'MULLION WITH CLIPS A.8A.DESIGN PRESSURE RVING(PAt)FOR 1" "x11/"x3WIALILLION MTN MULLION WITH CLIPS CONNECTED WITH(2)14"o CONNECT®WIN t2)U4".ULTRACONS IN CONCRETE BLOCK EACH END OF CLIPS CONNECTm WITH(2)114".ULTRACONS IN CONCF&-M BLOCK EACH END ULTRACONS INCONCRETEBLOCK EACHEND OF MULLION OFUULLION MULLION Tributary Munlon th L Tributary Millon Length L Tributary Malian Length L Wldth jb 38.3751 50.625 58 1 83 74.25 80 Width b 38.376 50.825 58 63 74.25 80 Width b 38.375 1 50.625 58 1 63 20 112.6 85.3 74.5 68.6 58.2 54.0 20 112.6 85.3 74.5 68.6 58.2 54.0 20 75.0 56.9 49.7 45.7 23 97.9 74.2 64.8 59.6 50.6 47.0 1 23 97.9 74.2 64.8 59.6 50.6 47.0 23 65.3 49.5 43.2 39.8 26 86.6 65.6 57.3 52.7 44.8 41.5 26 86.6 65.6 57.3 52.7 44.8 41.5 26 57.7 43.8 38.2 35.2 29 77.6 58.9 51.4 47.3 40.1 37.2 29 77.6 58.9 51.4 47.3 40.1 37.2 29 51.8 39.2 34.2 31.5 32 70.4 53.3 46.6 42.9 38.4 33.8 32 70A 53.3 46.6 42.9 36.4 33.8 32 46.9 35.6 31.0 28.6 35 64.3 48.8 42.6 39.2 33.2 30.9 35 64.3 48.8 42.6 39.2 33.2 30.9 35 42.9 32.5 28.4 26.1 38 59.2 44.9 39.2 36.1 30.6 28.4 38 59.2 44.9 39.2 36.1 30.6 28.4 38 39.5 29.9 26.1 24.1 41 54.9 41.6 36.3 33.4 28.4 26.3 41 54.9 41.6 36.3 33.4 28.4 26.3 41 1 36.6 127.8 24.2 22.3 44 51.2 38.8 33.9 31.2 26.4 24.5 44 51.2 38.8 33.9 31.2 26.4 24.5 44 34.1 25.9 22.6 20.8 47 47.9 36.3 31.7 29.2 24.8 23.0 47 47.9 36.3 31.7 29.2 24.8 23.0 47 31.9 24.2 21.1 19.5 50 45.0 34.1 29.8 VA 23.3 21.6 50 45.0 34.1 29.8 27.4 23.3 21.6 50 30.0 22.8 19.9 18.3 53 42.5 32.2 28.1 25.9 22.0 20.4 53 42.5 32.2 28.1 25.9 22.0 1 20.4 53 28.3 21.6 18.7 17.3 56 40.2 30.5 1 26.6 24.5 20.8 19.3 56 402 30.5 26.6 24.5 20.8 19.3 56 26.8 20.3 17.7 16.3 59 38.2 28.9 25.2 23.2 19.7 18.3 59 38.2 28.9 25.2 23.2 19.7 18.3 59 25.4 19.3 16.8 15.5 62 36.3 27.5 24.0 22.1 18.8 17.4 62 36.3 27.5 24.0 221 18.8 17.4 62 242 1 18.4 16.0 .14.7 65 34.6 26.3 22.9 21.1 17.9 16.6 65 34.6 26.3 22.9 21.1 17.9 16.6 65 23.1 17.5 15.3 14.1 68 33.1 25.1 21.9 20.2 17.1 15.9 68 33.1 25.1 21.9 20.2 17.1 15.9 68 22.1 16.7 14.6 13.4 71 31.7 24.0 21.0 19.3 16.4 15.2 71 31.7 24.0 21.0 19.3 16.4 15.2 71 21.1 16.0 14.0 12.9 74 30.4 23.1 20.1 18.5 15.7 14.6 74 30A 23.1 20.1 18.5 15.7 14.6 74 20.3 15.4 13.4 12.4 77 29.2 22.2 19.3 17.8 15.1 14.0 77 29.2 222 19.3 17.8 15.1 14.0 77 19.5 14.8 12.9 11.9 80 28.1 21.3 18.6 17.1 14.5 13.5 80 28.1 21.3 18.6 17.1 14.5 U.5 80 18.8 142 12.4 11.4 83 27.1 20.6 17.9 16.5 14.0 13.0 83 27.1 20.6 17.9 16.5 14.0 13.0 83 18.1 13.7 12.0 11.0 86 26.2 19.8 17.3 15.9 13.5 12.6 86 262 19.8 17.3 15.9 13.5 12.6 86 17.5 13.2 11.5 10.6 89 25.3 19.2 16.7 15.4 13.1 12.1 89 25.3 19.2 16.7 15.4 13.1 12.1 89 16.9 12.8 11.2 10.3 92 24.5 18.6 16.2 14.9 12.6 11.7 92 24.5 18.6 16.2 14.9 12.6 11.7 92 16.3 12.4 10.8 9.9 95 23.7 18.0 15.7 14.4 12.2 11.4 95 23.7 18.0 15.7 14.4 12.2 11.4 95 15.8 12.0 10.5 9.6 98 23.0 17.4 15.2 14.0 11.9 11.0 98 23.0 17.4 15.2 14.0 11.9 11.0 98 15.3 11.6 10.1 9.3 101 22.3 16.9 14.7 13.6 11.5 10.7 101 22.3 16.9 14.7 13.6 11.5 10.7 101 14.9 11.3 9.8 9.1 104 21.6 16.4 14.3 • 3. •! 2 0. .•• 104 21.6 16.4 14.3 l3.2 11.2 10.4 104 14.4 10.9 9.5 8.8 • • .. • • • . • • • • • • L111u • • .TI�(/l .. P FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT'REVLSSIDC SF 02010 num MCI SERIES 14000 HMMS IMPACT RESISTANT DRAWN W. _ -o-ovying with icg.0 B J % 1% • CUPPED ALUMINUM MULLIONS rR, �'� = p11f01,1)xtt =; :e� IL E C; tr,�. x0B xesr>s ROAD3014 oBDA4/15 TE Howl,n.370,s DATE N,0,8 306 BBB-8103 Ry i is . �E . /` 11.LYi T[STWaO. R[ohne om COYIANT iAlk BBB-aB66 i Bia B�.a.(psR•n-a.1=0"" ,�a��r M� 15758 Miuw' BACPrduM : psP .- vt.mB.a� �. Msa1i1 DRAWING A. MNLH RADE COUNIY 'lIy •• [e-0060719 Ky1A KAITER A T44I 7.E v Xtra,. /.V, .~ SM Ad 0r 60 ... • • . �NNIIYWTBNi • • • • • • • • • • • • .. .. • • • .. .. CLIPPED INTERIOR & END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED WZ CLIP C4 D-C4-N=2-BLOCK F-C4-N=4-BLOCK G-C4-N=2-BLOCK A.S.D.DESIGN PRESSURE RATING(p.af.)FOR 2"x4"x11S"MULLION A-S.D.DESIGN PRESSURE RATING(p.af.) FOR rx6"x11C MULLION WITH CLIPS AAD.DESIGN PREBSURERATING(Pa•f•)FORS"x3"x118"MULLION WITH CUPS WITH CUPS CONNECTED WITH(2)114"0 ULTRACONS IN CONCRETE CONNECTED WITH U4"0 ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION CONNECTEDWnH(2)IWOULTRACONS IN CONCRETEBLOCK EACH END OF BLOCK EACH END OF MULLION Tributary MAlon Length(L) Tribute Million L h L MULUM Tributary MaAbfl L Width b 36.375 50.625 58 63 74.25 98 108 120 144 Width b 38,375 50.625 58 83 74.25 08 Width b 38.375 50.625 58 83 74.25 88 20 150.1 113.8 99.3 91.4 77.6 60.0 53.3 48.0 40.0 20 75.0 56.9 49.7 45.7 38.8 30.0 20 112.6 85.3 74.5 68.6 58.2 45.0 23 130.5 98.9 86.4 79.5 67.5 52.2 46A41.7 34.8 23 65.3 49.5 43.2 39.8 33.7 28.1 23 97.9 742 84.8 59.8 50.8 39.1 26 115.5 87.5 76.4 70.3 59.7 46.2 41.0 36.9 30.8 26 57.7 43.6 38.2 352 29.8 23.1 26 86.6 65.6 67.3 52.7 44.8 34.6 29 103.5 78.5 68.5 63.1 53.5 41.4 36.8 33.1 27.6 29 51.8 39.2 34.2 31.5 26.8 20.7 29 77.6 58.9 51.4 47.3 40.1 31.0 32 93.8 71.1 62.1 57.1 48.5 37.5 33.3 30.0 25.0 32 46.9 35.6 31.0 28.6 242 18.8 32 70.4 53.3 46.6 42.9 36A 28.1 35 85.8 65.0 56.7 522 44.3 34.3' 30.5 27.4 22.9 36 42.9 32.5 28.4 26.1 22.2 17.1 35 64.3 48.8 42.8 39,2 33,2 25.7 38 79.0 59.9 52.3 48.1 40.8 31.6 28,1 25.3 21.1 38 39.5- 29.9 26.1 24.1 20.4 1 15.8 38 592 44.9 39.2 36.1 30.6 23.7 41 732 55.5 48.4 44.6 37.8 29.3 26.0 23.4 19.5 41 36.6 27.8 24.2 22.3 18.9 14.6 41 54.9 1 41.6 36.3 33.4 28.4 22.0 44 682 51,7 45.1 41.6 35.3 27.3 24.2 21.8 18.2 44 34.1 25.9 22.6 20.8 17.6 13.6 44 51.2 1 38.8 33.9 31.2 26.4 20.5 47 63.9 48.4 42.3 38.9 33.0 25.5 22.7 20.4 17.0 47 31.9 24,2 21.1 19.5 16.5 12.8 47 47.9 36.3 31.7 292 24.6 19.1 50 1 60.0 45.5 39.7 36.6 31.0 24.0 21.3 19.2 16.0 50 30.0 22.6 19.9 18.3 15.5 12.0 50 45.0 34.1 29.8 27.4 23.3 18.0 53 56.6 42.9 37.5 34.5 29.3 22.6 20.1 18.1 15.1 53 28.3 21.5 18.7 17.3 14.6 11.3 63 42.5 32.2 28.1 25.9 22.0 17.0 56 53.6 40.6 35.5 32.7 27.7 21.4 19.0 17.1 14.3 56 26.8 20.3 17.7 16.3 13.9 10.7 56 40.2 30.5 26.6 24.5 20.8 16.1 59 50.9 38.6 33,7 31,0 26.3 20.3 18.1 16.3 13.6 69 25.4 19.3 16.8 15.5 13.1 10.2 59 38.2 28.9 25.2 232 19.7 15.3 62 48.4 36.7 32.0 29.5 25.0 19.4 17.2 15.5 12.9 62 24.2 18.4 16.0 14.7 12.5 9.7 62 38.3 27.5 24.0 22.1 18.8 14.565 462 35.0 30.6 28.1 23.9 18.5 16.4 14.8 12.3 65 23.1 17.5 15.3 14.1 11.9 9.2 65 34.6 26.3 22.9 21.1 17.9 13.8 68 44.1 33.5 29.2 26.9 22.8 17,6 15.7 1 14,1 11.8 68 22.1 16.7 14.6 13.4 11.4 8.8 68 33,1 25.1 21.9 202 17.1 13.2 71 1 42.3 32.1 28.0 25.8 21.9 16.9 15.0 13.5 11.3 71 21.1 16.0 14.0 12.9 10.9 8.5 71 31.7 24.0 21.0 19.3 16.4 12.7 74 1 40.6 30.8 28.8 24.7 21.0 16.2 14.4 13,0 10.8 74 20.3 15.4 13.4 12.4 10.5 8.1 74 30.4 23.1 20.1 18.5 15.7 122 77 39.0 29.6 25.8 23.7 20.1 15.6 13.9 12.5 10.4 77 19,5 14.8 12.9 11.9 10.1 7.8 77 29.2 22.2 19.3 17.8 16.1 11.7 80 37,5 28.4 24.8 22.9 19.4 15.0 13.3 12.0 10.0 80 18.8 142 12.4 11.4 9.7 7.5 80 28.1 21.3 18.6 17.1 14.5 11.3 83 36.2 27.4 23.9 22.0 18.7 14.5 12.9 11.6 9.6 83 18.1 13.7 1 12.0 11.0 9.3 1 7.2 83 27.1 20.6 17.9 16.5 14.0 10.8 Be 34.9 26.5 23.1 21.3 18.0 14.0 12.4 11.2 1 9.3 1 86 17.5 132 11.5 10.6 9.0 7.0 86 26.2 19.8 17.3 15.9 13.5 10.5 89 33.7 25.8 22.3 20.5 17.4 13.5 12.0 10.8 9.0 89 16.9 12.8 11.2 10.3 8.7 6.7 89 25.3 19.2 16.7 15.4 13.1 10.1 92 32.6 24.7 21.6 19.9 16,9 13.0 11.6 10.4 8.7 92 16.3 12.4 10.8 9.9 8.4 6.5 92 24.5 18.6 16.2 14.9 12.6 9.8 g5 31.6 1 24.0 20.9 19.2 16.312.8 11.2 10.1 8.4 95 15.8 12.0 10.5 9.6 82 6.3 95 23.7 18.0 15.7 14.4 12.2 9.5 98 30.6 23.2 20.3 18.7 15.8 122 10.9 ' 9.8 82 gg 15 3 11.6 10.1 9.3 7.9 6.1 98 23.0 17.4 15.2 14.0 11.9 9.2 101 29.7 22.5 19.7 18.1 15.4 11.9 10.6 9.5 7.9 101 14.9 11.3 9.8 9.1 7.7 5.9 101 22.3 16.9 i4,7 13.8 11.5 8.9 104 28.9 21.9 • •1'7e8 4. 1 5 3 92 7.7 104 14A 10.9 9.5 8.8 7.5 5.8 104 21.6 16.4 14.3 13.2 112 8.7 • • •• • • • • • • •• • • • • ••• • •• .•. .•,.NaItulTwt�� .• a• �( FLORIDA BUILDING CODE (High Velocity Hurricane Zone) p1IDDUCT REVISED Q1.; EN L� 020'5 TxttEo M SERIES 14000 HMMS IMPACT RESISTANT OVA"W. mwwf4yiAg%Vi%$be(CIMS Ci S•• ,� • CLIPPED ALUMINUM MULLIONS I.RL AC PtyCode `t"y_ /� • =0 WEST 2e ROAD 05/04/15 Ac'won Ado �!�•S:�.-.-tA{� 41� : :* f` E• C O INC. HKEA,n..33014 DATE B action Dob �61jy� PRO 3m xe-elwi Lutr TESTING•xNOMIN N•COMPANY PAm�3oa -5m16 158 By • � • •B ATE of W n .'1Yc3es' °i1m.=(=,71n RS]1 X1'2 r u� ••Ose ,.. ES-DODe1S WALTER TW3rbPIEIAMI DACE COUNTY fLOxDw l;c.u1T I[O�Ilei MR M1[ ;: wNee o il ••• • • •rNgRta11NN11�d • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED W/ CLIP 5 E-C4-N=2-8LO0 E-C4-N=4-BLOCK A.E.D.DESIGN PRESSURE RATING(p.M.)FOR 2"x8"x118"MULLION WITH CLIPS A.S.D.DESIGN PRESSURE RATING(p.aL)FOR rxermir MULuON WITH CUPS CONNECTED WITH 114"8 ULTRACON3 IN CONCRETE BLOCK EACH END OF MULLION CONNECTED WITH 4 114"8 ULTRACONS IN CONCRETE BLOCK EACH END OF MULLION Tributary MIObn Length(L) TrIbUtery MOEbn Length L Width b 38.376 50.626 58 63 7425 98 108 120 144 Width b 35.375 50.825 58 63 74.25 108 120 144 20 112.6 85.3 74.5 68.6 58.2 45.0 40.0 36.0 30.0 20 150.1 113.8 99.3 91.4 77.6 60.0 53,3 48.0 40.0 23 972 74.2 64,8 59.8 50.6 39.1 34.8 31.3 26,1 23 130,5 98.9 86.4 79.5 67.5 522 46.4 41.7 34.8 26 86.6 65.6 57.3 52.7 44.8 34.6 30.8 27.7 23.1 26 115.5 87.5 76.4 70.3 59.7 462 41.0 36.9 30.8 29 77.6 58.9 51.4 47.3 40.1 31.0 27.6 24.8 20.7 29 103.5 78.5 68.5 63.1 53.5 41.4 36.8 33.1 27.6 32 1 70.4 53.3 46.6 42.9 36.4 28,1 25.0 22.5 18.8 32 93.8 71.1 62.1 57.1 48.5 37.5 33.3 30.0 25.0 35 64.3 48.8 1 42.6 392 33.2 25,7 22.9 20.6 17.1 36 85.8 65.0 56.7 52.2 44.3 34.3 30.5 27.4 22.9 38 592 44.9 39.2 36.1 30.6 23.7 21.1 18.9 15.8 38 79.0 59.9 52.3 48.1 40.8 31.6 28.1 25.3 21.1 41 54.9 41.6 36.3 33.4 28.4 22.0 19.5 17.6 14.6 41 73.2 55.5 48.4 44.6 37.8 29.3 26.0 23.4 19.5 44 512 38.8 33.9 31.2 26.4 20.5 18.2 16.4 13.6 1 44 682 51.7 45.1 41.6 35.3 27.3 24.2 21.8 18.2 47 47.9 36.3 31.7 29.2 24.8 19.1 17.0 15.3 12.8 47 63.9 48.4 42.3 38.9 33.0 25.5 22.7 20.4 17.0 50 45.0 34.1 29.8 27.4 23.3 18.0 16.0 14.4 12.0 50 60.0 45.5 39.7 36.6 31.0 24.0 21.3 19.2 16.0 53 42.5 32.2 28.1 25.9 22.0 17.0 15.1 13.6 11.3 53 56.6 42.9 37.5 34.5 29.3 22.6 20.1 18.1 15.1 56 40.2 30.5 26.6 24.5 20.8 16.1 14.3 12.9 10.7 58 53.6 40.6 35.5 32.7 27.7 21.4 19.0 17.1 14.3 59 38.2 28.9 25.2 23.2 19.7 15.3 13.6 122 10.2 59 50.9 38,6 33.7 31.0 26.3 20.3 18.1 16.3 13.6 62 36.3 27.5 24.0 22.1 18.8 14.5 12.9 11.6 9.7 62 48.4 36.7 32.0 29.5 25.0 19.4 17.2 15.5 12.9 65 34,6 26.3 22.9 21.1 17.9 13.8 12.3 11.1 9.2 55 462 35.0 30.6 28.1 23.9 18,5 16.4 14.8 12.3 68 33.1 25.1 21.9 202 17.1 13.2 11.8 10.6 8.8 68 44.1 33.5 29.2 26.9 22.6 17.6 15.7 14.1 11.8 71 31.7 24.0 21.0 19.3 16.4 12.7 11.3 10.1 8.5 71 42.3 32.1 28.0 25.8 21.9 16.9 15.0 13.5 11.3 74 30.4 23.1 20.1 18.5 15.7 12.2 10.8 9.7 8.1 74 40.6 30.8 26.8 24.7 21.0 162 14.4 13.0 10.8 77 29.2 22.2 19.3 17.8 15.1 11.7 10.4 9.4 7.8 77 39.0 29.6 25.8 23.7 20.1 15.6 13.9 12.5 10.4 80 28.1 21,3 18.6 17.1 14.5 11.3 10.0 9.0 7.5 80 37.5 28.4 24.8 22.9 19.4 15.0 13.3 12.0 10.0 83 27.1 20.6 17.9 16.5 14.0 10,8 9.6 8.7 7.2 83 362 27.4 23.9 22.0 18.7 14.5 12.9 11.6 9.6 86 26.2 19.8 17.3 15.9 13.5 10.5 9.3 8.4 7.0 Be 34.9 26.5 23.1 21.3 18.0 14.0 12.4 11.2 9.3 89 25.3 19.2 16.7 15.4 13.1 10.1 9.0 8.1 6.7 89 33.7 25.6 22.3 20.5 17.4 13.5 12.0 - 10.8 9.0 92 24.5 18.6 16.2 14.9 12.6 9.8 8.7 7.8 6.5 92 32.6 24.7 21.6 19.9 16.9 13.0 11.6 10.4 8.7 95 23.7 18.0 15.7 14.4 1 12.2 9.5 8.4 7.6 6.3 1 95 31.6 24.0 20.9 19.2 16.3 12.6 11.2 10.1 8.4 98 23.0 17.4 15.2 14.0 L 11,9 9.2 8.2 7.3 6.1 198 1 30.6 23.2 1 20.3 1 18.7 15.8 12.2 10.9 9.8 82 101 22.3 16.9 14.7 13.6 11.5 8.9 7.9 7.1 5.9 •• ••• • • 1 JOI .7 22.5 1 19.7 1 18.1 15.4 11.9 10.6 9.5 7.9 104 21.6 16.4 14.3 13.2 11.2 8.7 7.7 6 9 5.8 • • • • •194 el 46.9 1 21.9 1 19.1 1 17.6 1 14.9 1 11.5 1 10.3 92 7.7 • •• • • • • ••• • K�F ,......, /j 4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 PRODUCT tTGYIS6D S s y 0"MS TED0 w- SERIES 14000 HMMS IMPACT RESISTANT Dwain ar. in mnpiyingwidiWeF4widln _ F•• _ CLIPPED ALUMINUM MULLIONS _ _ Btrld'nig Co No ir7'W�i� • _ Accepwke No r no•Esr 7e inn oaDATE Rx"vidian Dale -:'•... nuns M HYLM�lss-e/o3 OuiE • 'l w( OF •t k .? runxa:ardeaatm Cowan rw aae eeee BY �•�,� •:4i n:.'�°�i'ien-Ss�w.'a�Zsk°"°°i�'.isa�'a �, � w�r�m'" 15-158 Praduet P ✓ EB-00007 B.-. -00007OOs7.te«n aw ur.r ax�rnw e.n OFAWINC Ne ® 1B MIAMI DADE COUNTY ••• • • • i�IYWWI1Ii • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 9 000 0 0 CLIPPED INTERIOR & END MULLIONS CHARTS INTO BLOCK SUBSTRATE CONNECTED WZ CLIP C4 H-C4-N=2-BLOCK A.S.O.OSSION PRBSSURS RAT1N0().&f.) FOR 4"x4"xt/4'MULLION WITH CLIPS CONNBCTHD WITH 114".ULTRACONS IN CONCRSTB m.Od(BACH EM OF MULLION Tributary WIllon Length(L) VWdth b 38.375 50.625 58 63 74.25 96 108 120 144 20 75.0 56.9 49.7 45.7 38.8 30.0 26.7 24.0 20.0 23 65.3 49.5 43.2 39.8 33.7 26.1 23.2 202 17A 26 57.7 43.8 362 35.2 29.8 23.1 20.5 18.5 15A 29 .51.8 392 342 31.5 26.8 20.7 18.4 16.6 13A 32 46.9 35.6 31.0 28.6 24.2 18.8 16.7 15.0 12A 35 42.9 32.5 28A 26.1 22.2 17.1 15.2 13.7 11.4 38 39.5 29.9 26.1 24.1 20.4 15.8 14.0 12.6 10.5 41 36.6 27.8 24.2 22.3 18.9 14.6 13.0 11.7 9.8 44 34.1 25.9 22.6 20.8 17.6 13.6 12.1 10.9 9.1 47 31.9 24.2 21.1 19.5 16.5 12.8 11.3 10.2 8.5 50 30.0 22.8 19.9 18.3 15.5 12.0 10.7 9.6 8.0 53 28.3 21.5 18.7 17.3 14.6 11.3 10.1 9.1 7.5 56 26.8 20.3 17.7 16.3 13.9 10.7 9.5 8.6 7.1 59 25.4 19.3 16.8 15.5 13.1 10.2 9.0 8.1 6.8 62 24.2 18A 16.0 14.7 12.5 9.7 8.6 7.7 6.5 65 23.1 17.5 15.3 14.1 11.9 9.2 82 7.4 6.2 68 22.1 16.7 14.6 13.4 11.4 8.8 7.8 7.1 5.9 71 21.1 16.0 14.0 12.9 10.9 8.5 7.5 6.8 5.6 74 20.3 15A 13A 12.4 10.5 8.1 7.2 6.5 5.4 77 19.5 14.8 12.9 11.9 10.1 7.8 6.9 6.2 5.2 80 18.8 142 12.4 11.4 9.7 7.5 6.7 6.0 5.0 83 18.1 13.7 12.0 11.0 9.3 7.2 6.4 5.8 4.8 86 17.5 13.2 11.5 10.6 9.0 7.0 6.2 5.6 4.7 89 16.9 12.8 112 10.3 8.7 6.7 6.0 5.4 4.5 92 16.3 12.4 10.8 9.9 8.4 6.5 5.8 5.2 4.3 95 15.8 12.0 10.5 9.6 8.2 6.3 5.6 5.1 4.2 98 15.3 11.8 10.1 9.3 7.9 6.1 5.4 4.9 4.1 101 14.9 11.3 9.8 9.1 7.7 5.9 5.3 4.8 4.0 104 14.4 10.9 1 9.5 5. .6 3.8 •.• ••i ••� �wt(I1ttRNN�p •• �•�``�R A:NL��T "y FLORIDA BUILDING CODE (High Velocity Hu cone Zone) vaooucrxevLSBD �C Sic '• Owl$MLYWO w- SERIES 14000 HMMS IMPACT RESISTANT DRAWN BY..rnnyAyin{wi1h..F�atid�•• �'•\' . . CLIPPED ALUMINUM MULLIONS1juddino Code Fal lmpm"ND x. 290 WW 76 RON) 05/04/13 1', nation Date 1�Old *� ] ,-._ S IL ECO1NC. PHDHALCAK t (305)568-8103 oArz • E F.�:C TEWWO.ENONIEDINO COMPANY FAX s36-3365 B yQ, W ra�w,si n.7m.wrar.oumn.n ss:.. M ....pn .d.rom 15156 Y % • •l�4 tew:Dro�t1-Rex Mi de pro" MIAMI DARE COUNTY P.E!i IGAIATI/R ` WALi A. v.e st1uT 49 OP eo FLORIDA U..4411{7 . . . . . . . . . . . .. .. . . . .. .. CLIPPED INTERIOR & END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIP C4 A-U-N=2-GONG B-U-N=2-CONC C-U-N=2-CONC A.SA.OE CNP 6 RATING pw.1 R 1"x 6"x A.S.D.DESIGN PRESSURE RATING(p•.14 FOR 1"x4"x116"MULLION WITH CUPS AS.D.DESIGN PRESSURE RATING(PAJ.)FDR 1"x4"x116"x9f8"MULLION W ITH 1A'MMUONWITHCLPSCOMMTEDWIYH(2)114 CONNECTEOULTCONSEHENDOFMUON CLIPSDFMULUONULTRACONS EACH END OF MULLION WITH Z 1l4 Tributary Mullion L th L Tributary 14WIllon Length(L) Tributary WIbn th NWdth b 36.375 60.7-25 58 1 63 VMth b 38.375 50.626 58 83 74.25 80 1Mdth b 38.375 50.625 58 63 74.25 80 20 200.0 179.2 154.2 130.7 20 200.0 200.0 193.7 178.3 145.5 125.4 20 200.0 179.2 156A 144.0 122.2 113A 23 200.0 155.8 134.1 113.7 23 200.0 192.9 168.4 155.0 126.6 109.0 23 200.0 155.8 136.0 1252 106.2 98.6 26 181.8 137.8 118.7 100.6 26 200.0 170.7 149.0 137.1 112.0 96,4 26 181,8 137,8 120.3 110.8 94.0 872 29 163.0 123.6 106.4 90.2 29 200.0 153.0 133.6 123.0 100.4 86.5 29 163.0 123.6 107.9 99.3 84.3 78.2 32 147.8 112.0 96.4 81.7 32 182,9 138.7 121.0 111.4 91.0 78A 32 147.8 112.0 97.8 90.0 78A 70.9 35 135.1 102.4 1 88.1 74.7 35 167.3 126.8 110.7 101.9 832 71.6 35 135.1 102A 89A 82.3 69.8 64.8 38 124.4 94.3 1 81.2 68.8 38 154.0 116.8 101.9 93.8 76.6 66.0 38 124A 94.3 82.3 75.8 64.3 59.7 41 115.3 87.4 75.2 63,8 41 142.8 108.2 94.5 87.0 71.0 612 41 115.3 87A 76.3 702 59.6 55.3 44 107.5 81,5 70.1 59.4 44 133.0 100.8 88.0 81.0 66.2 57.0 44 107.5 81.5 71.1 65.5 55.5 51.5 47 100.6 76.3 65.6 55.6 47 124.5 94A 82.4 75.9 61.9 53A 47 100.6 76.3 66.6 61.3 52.0 48.3 50 94.6 71.7 61.7 523 50 117.1 88.7 77.5 71.3 58.2 502 50 94.6 71.7 62.6 57.6 48.9 45A 53 89.2 67.6 58.2 49.3 53 110.4 83.7 73.1 67.3 54.9 47.3 63 89.2 67.6 59.0 54.3 46.1 42.8 56 $4.4 64.0 55.1 46.7 56 104.5 792 69.2 63.7 52.0 44.8 56 84A 64.0 55.9 51A 43.6 40.5 59 80.1 60.7 52.3 44.3 59 99.2 75.2 65.6 60A 49.3 42.5 59 80,1 60.7 53.0 48.8 41.4 38.4 62 76.3 57.8 49.8 422 02 64.4 71.6 62.5 1 57.5 47.0 40A 62 76,3 57.8 50.5 46.5 39.4 1 36.6 65 72.7 55.1 47.5 402 65 90.1 68.3 59.8 54.9 44.8 38.6 65 72.7 55.1 48.1 44.3 37.6 34.9 68 69.5 527 45.4 38.5 68 86.1 65.3 57.0 52A 42.8 36.9 68 69.5 52.7 46.0 42A 35.9 33.4 71 66.6 50.5 43.4 36.8 71 82.4 62.5 54.6 50.2 41.0 35.3 71 66.6 50.5 44.1 40.6 34.4 31.9 74 63.9 48.4 41.7 35.3 74 79.1 60.0 52.3 482 39.3 33.9 74 63.9 48A 42.3 38.9 33.0 30.6 77 61.4 46.5 40.1 34.0 77 76.0 57.6 50.3 46.3 37.8 32.6 77 61.4 46.5 40.6 37A 31.7 29.5 80 59.1 44.8 38.6 32.7 80 73.2 55.5 48.4 44.6 36A 31.3 80 59.1 44.8 39.1 36.0 30.5 28.4 83 57.0 43.2 37.2 31.5 83 70.5 53.5 1 46.7 1 43.0 35.1 302 83 57.0 1 43.2 37.7 34.7 29.4 27.3 86 55.0 41.7 35.9 30.4 86 68.1 51.6 45.0 41.5 33.8 29.2 86 55.0 41.7 36.4 33.5 28A 26A 89 53.1 40.3 34.7 . 29.4 89 65.8 49.9 43.5 40.1 32.7 282 89 53.1 40.3 35.1 32A 27.5 25.5 92 51.4 39.0 33.5 28.4 92 83.6 48.2 42.1 38.8 31.6 27.3 92 51A 39.0 34.0 31.3 26.6 24.7 95 49,8 37.7 32.5 27.5 95 r5=88.0 46.7 40.8 37.5 30.6 26.4 95 49.8 37.7 32.9 30.3 25.7 23.9 98 48.2 36.6 31.5 26.7 98 45.3 39.5 36A 29.7 25.6 98 48.2 36.6 31.9 29.4 24.9 23.1 101 46.8 35.5 30.5 25.9 101 43.9 38.3 35.3 28.8 24.8 101 46.8 35.5 31.0 28.5 242 22.5 104 45.5 34.5 29.7 25.1 104 42.7 37.2 034.5 .0• ••• 104 45.5 34.5 30.1 27.7 23.5 21.8 FLORIDA BUILDING CODE (High Velocity Hurricane Zone o2ms TmTEm wG SERIES 14000 HMMS IMPACT RESISTANT DRAM er: PRODUCT RPVISgb � • � CLIPPED ALUMINUM MULLIONS F N L u cnmplNus wild the Rlod*•• • 056 "D VEST 75 ROW 05/04/1s - - - -- r - aa.•��j,}�,s 1►�---r .;*= TIL ET O M� a 33M4 DATE �(/4p. _. ,.��}}/}1�q,��- .:(� PHONE:I7]OS �6e-!V0.] B •• ,• L;[• P•r lulr �!INQIN[CEINO COMPANY F `� 16-166 • 4W M.0 M•.dOA.VeYY Fl 3]�Y Mt R d 'tG ,C' ... 1••, �` R.,.: � �s n�=ur X906 aYwYc he P. / /Qq}#L� TE •,LLTER A Tllllf JEO�oowllI. P.E. MIAMI DADS CW F 1 1§7 lxEEt SO W 80 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • CLIPPED INTERIOR & END MULLIONS CHARTSINTO CONCRETE SUBSTRATE CONNECTED W/ CLIP C4 D-C4-N=2-CONC G-C4-N=2-CONC A.S.D.DESIGN PRESSURE RATING(p.a1.)FOR 2'x4"xlIrMULLION AWIDEBIGNPREBSURERATM(p•.L)FOR 3"x3'xVrMULLIONWITH MIPS WITHCUPSCONNECTED WITH(2)114'eULTRACONSINCONCRETE EACH END OF MULLION pp /P pWITH21 •ULTRACONSINCONCItETEEACHETDOFMULUON Tributary W ilign L Tributary Millonength Wath b 38.375 50.825 56 63 74.25 96 VYitrih b 38 375 50.825 58e 89 74.26 98 20 200.0 179.2 156.4 144.0 122.2 94.5 20 200.0 200.0 193.7 178.3 151.3 117.0 23 200.0 155.8 136.0 1252 106.2 82.2 23 200.0 192.9 168.4 165.0 131.5 101.7 26 181.8 137.8 120.3 110.8 94.0 72.7 26 200.0 170.7 149,0 137.1 116A 90.0 29 163.0 123.6 107.9 99.3 84.3 65.2 29 200.0 153.0 133.6 123.0 104.3 1 80.7 32 147.8 112.0 97.8 90.0 76A 59.1 32 182.9 138.7 121.0 111.4 94.5 1 73.1 35 135.1 102A 89.4 82.3 1 69.8 54.0 35 167.3 126.8 110.7 101.9 86.4 66.9 38 124.4 94.3 82.3 75.8 1 64,3 49.7 38 154.0 116.8 101.9 93.8 79.6 61.6 41 115.3 87A 76.3 702 59.6 46.1 41 142.8 108.2 94.5 87.0 73.8 57.1 44 107.5 81.5 71.1 65.5 55.5 43.0 44 133.0 100.8 88.0 81.0 68.8 53.2 47 100.6 76.3 66.6 61_3 52.0 40.2- 47 124.5 94.4 82.4 75.9 84.4 49.8 50 94,6 71.7 62.6 57.6 48.9 37.8 50 117.1 88.7 77.5 71.3 60.5 46.8 53 892 67.6 59.0 54.3 46.1 35.7 53 110A 83.7 73.1 67.3 57.1 1 442 56 84A 64.0 55.9 51.4 43.6 33.8 56 104.5 79.2 69.2 63.7 54.0 f 41.8 59 80.1 60.7 53.0 48.8 41A 32.0 69 99.2 75.2 65.6 60.4 51.9 39.7 82 76,3 57.8 50.5 46.5 39.4 30.5 62 94.4 71.6 62.5 57.5 46.8 37.7 65 72.7 55.1 48.1 44.3 37.6 29.1 65 90.1 68.3 69.6 54.9 46.5 36.0 68 69.5 52.7 46.0 42.4 35.9 27.8 68 86.1 65.3 57.0 52A 44.5 34.4 71 66.6 50.5 44.1 40.6 34.4 26.8- 71_ 82.4 62.5 54.6 50.2 42.6 33.0 74 63.9 48A 42.3 38.9 33.0 25.5 74 79.1 60.0 52.3 48.2 40.9 31.6 77 61.4 48.5 40.6 37.4 31.7 24.5 77 76.0 57.6 50.3 46.3 39.3 30.4 80 59.1 44,5 39.1 38.0 30.5 23.6 80 73.2 55.5 48.4 44,8 37.8 29.3 83 57.0 43.2 37.7 34.7 29A 22.8 83 70.5 53.5 46.7 43.0 36.5 28.2 86 55.0 41.7 36A 33.5 28A 22.0 86 68.1 51.6 45.0 41.5 352 27.2 89 53.1 40.3 35.1 32A 27.5 21.2 89 65.8 49.9 43.5 40.1 34.0 26.3 92 51A 39.0 34.0 31.3 26.6 20.5 9263.8 48.2 42.1 38.8 32.8 25.4 95 49.8 37.7 32.9 30.3 25.7 19.9 95 B1.6 46.7 40.8 37.5 31.8 24.6 98 48.2 36.6 31.9 29.4 24.9 19.3 98 59.7 45.3 39.5 36.4 30.9 23.9 107 48.8 35.5 31.0 28.5 242 18.7 101 58.0 43.9 38.3 35.3 30.0 23.2 •• • •1 5 .1 27.7 23.5 18.2 104 50.3 42.7 372 34.3 29.1 22.5 • •• • • • • • • •• • • • • ••• • 00 FLORIDA BUILDING CODE (High Velocity Hurricane Zone a:AHSPts Rs]tc!nrleb'J.p:inftUeigonCnT oIlRNmPEorc oVa�ISSxEt&, 'I•�"!•Q�j • ��QFA'••*-"�`V�`C,{'Z •A e Nw{..r,.l.xE:•uItTeNo:sXoO.n2m5t-tt5eom n nu.mwr.c.w:R rcI NC.sstaas SERIES 14000 HMMrSrwrIMPACT PxRESISTANT xavx w rmplViagwith ow 900• CLIPPED ALUMINUM MULLIONS rsA. so rETr 7$Rew o6/o4/ t5 MWEAK` 5iWE O PROWL. 558-ow7 0 [NORRIURCOMPANY FAk sm-em nCdnmnt •►r$, wows 15758 EB-0506718 Ne"q ��N. MIAMI (WE CO A BULrER w nwr2"o- VIA Jr, P.E. w o-.:• nv naR 10 axEn stat• • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR _& END _MULLIONS -CHARTS INTO-- CONCRETE SUBSTRATE - CONNECTED W/ CLIP 5 E-U-N=2-CONC E-U-N=3-CONC A.S.D.DESIGN PRESSURE RATING(p.at)FOR 2"x8"x1/8"MULLION WITH CUPS CONNECTED WITH A.S.O.DESIGN PRESSURE RATING(pat)FOR Mill"x118" MULLION WITH CUPS CONNECTED WITH )114-e ULTRACONS IN CONCRETE EACH END OF MULLION 114"0 ULTRACONS IN CONCRETE EACH END OF MULLION Tributary Mallon L L Tributary AArlion LweWth Width b 38.375 50.625 58 83 74.25 98 108 1 120 144 Width b 38.375 60.626 68 63 74.26 96 108 120 144 20 200.0 200.0 193.7 178.3 151.3 117.0 104.0 93.8 78.0 20 200.0 200.0 200.0 200.0 183.3 141.8 126.0 113A 94.5 23 200.0 192.9 168A 155.0 131.5 101.7 90A 81.4 67.8 23 200.0 200.0 200.0 187.8 .159A 123.3 109.6 98.6 82.2 26 200.0 170.7 149.0 137.1 116.4 90.0 80.0 72.0 60.0 26 200.0 200.0 180.5 166.2 141.0 109.0 96.9 872 72.7 29 200.0 153.0 133.6 123.0 104.3 80.7 71.7 64.6 53.8 29 200.0 185A 161.8 149.0 126.4 978 86.9 78.2 85.2 32 182.9 138,7 121.0 111.4 94.5 73.1 65.0 58.5 48.8 32 200.0 168.0 146.6 135,0 114.5 88.6 78.8 70.9 59.1 35 167.3 126.8 110.7 1 101.9 86A 66.9 59A 53.5 44.6 35 200.0 153.6 134.1 123A 104.7 81.0 72.0 64.8 54.0 38 154.0 116.8 101.9 93.8 79.6 61.6 54.7 49.3 41.1 38 186.6 141.5 123.5 113.7 96.5 74.6 66.3 59.7 49.7 41 142.8 1082 94.5 87.0 73.8 57.1 60.7 45.7 38.0 41 173.0 131.1 114A 105A 89.4 69.1 61.5 55.3 46.1 44 133.0 100.8 88.0 81.0 68.8 532 47.3 42.5 35.5 44 161.2 122.2 106.6 982 83.3 64A 57.3 51.5 43.0 47 124.5 94.4 82.4 75.9 64A 49.8 44.3 39.8 33.2 47 150.9 114A 99.8 91.9 78.0 60.3 53.6 48.3 40.2 50 117.1 88.7 77.5 71.3 60.5 46.8 41.6 37.4 31.2 50 141.8 107.5 93.8 88A 73.3 56.7 50.4 45A 37.8 53 110A 83.7 73.1 67.3 57.1 442 39.2 35.3 29.4 53 133.8 101.4 88.5 81.5 692 53.5 47.5 42.8 35.7 58 104.5 79.2 69.2 63.7 54.0 41.8 37,1 33.4 27.9 56 126.6 96.0 83.8 77.1 65.5 50.6 45.0 40.5 33.8 59 99.2 75.2 65.6 60A 51.3 39.7 35.3 31.7 26.4 69 120.2 91.1 79.5 732 62.1 48.1 42.7 38A 32.0 62 94A 71.6 62.5 57.5 48,8 37.7 33.5 302 252 62 114A 86.7 75.7 69.7 59.1 45.7 40.6 36.6 30.5 65 90.1 68.3 59.6 54.9 46.5 36.0 32.0 28.8 24.0 65 109.1 82.7 722 66.5 56A 43.6 38.8 34.9 29.1 68 86.1 65.3 57.0 52.4 44.5 34A 30.6 27.5 22.9 68 104.3 79.1 69.0 63.5 53.9 41.7 37.1 33.4 27.8 71 82.4 62.5 54.6 502 42.6 33.0 29.3 26A 22.0 71 99.9 75.7 66.1 60.8 51.6 39.9 35.5 31.9 26.6 74 79.1 60.0 52.3 48.2 40.9 31.6 28.1 25.3 21.1 74 958 72.6 63A 58A 49.5 38.3 34.1 30A 25.5 77 76.0 57.6 50.3 46.3 39.3 30A 27.0 24.3 20.3 77 92.1 69.8 60.9 56.1 47.6 36.8 32.7 29.5 24.5 80 73.2 55.5 48.4 44.6 37.8 29.3 26.0 23.4 19.5 80 88.7 67.2 58.7 54.0 1 45.8 35A 31.5 28A 23.6 83 70.5 53.5 46.7 43.0 36.5 28.2 25.1 22.6 18.8 83 85A 64.8 66.5 52.0 44.2 34.2 30A 27.3 22.8 86 68.1 51.6 45.0 41.5 35.2 27.2 24.2 21.8 18.1 86 82.5 62.5 54.6 502 42.6 33.0 29.3 26A 22.0 89 65.8 49.9 43.5 40.1 34.0 26.3 23A 21.0 17.5 89 79.7 60.4 52.7 48.5 41.2 31.9 28.3 25.5 21.2 92 63.6 48.2 42.1 38.8 32.9 25.4 22.6 20.3 17.0 92 77.1 58.4 51.0 47.0 39.8 30.8 27.4 A21.818.2 95 61.6 46.7 40.8 37.5 31.8 24.6 120.6 .9 19.7 16.4 95 74.7 56.6 49.4 45.5 38.8 29.8 26.5 98 59.7 45.3 39.5 36A 30.9 23.9 .2 19.1 15.9 98 72A 54.9 47.9 44.1 37A 28.9 25.7 101 58.0 43.9 38.3 35.3 30.0 23.2 18.5 15.4 101 70.2 53.2 48.5 42.8 36.3 28.1 25.0 104 56.3 42.7 37.2 34.3 29.1 22.5 .0 18.0 15.0 •• •• 404• 458.2• 41.7 0 45.1 41.5 35.2 27.3 24.2 • ••• ••: •••\\ \11�I/I��& •• .` FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT RE r em,a nsrco W- es mn(,IYiq,,Qb We RefillsSERIES 140 HMMS IMPACT RESISTANT DRUM BY-. W EBMaYinor'liMceIAPMaI,e D(A5RE-dCObUNTYQOlB• Pt.EO.r ff:-r/If:mo�i^O"fl�10 q.\- �e* ..,es.:... wss,>.ms,r-.,s,.,o.cste..stiuresa:ocmm,srnes-.wa,a,a w�C,'U�PP�E,uDr•ALUMINUM UMrI.N.U.pM,fnxMULLIONS xa[1t5r•s1a Uuild'mgCoac RIM ne o 08i04 2i5 8,asA� No tLECOINeFL330'; DATE : 4 a, nun amo a ceaMmRD COWANY rwc Poll r onw,neo EB-0006719 oWALTER A ❑uR JrPE U . R >a ••• • • • • ••• • • • • • • • • • • • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIP 5 F-C4-N=3-CONC F-C4-Nm4-CONC A.S.O.DESIGN PRESSURE RATING(p.s.L) FOR 2 x8"x114"MULLION WITH CLIPS CONNECTED WITH A.S.D.DnIGN PRESSURE RATING(p.&Q FOR 2"xrx114"MULLION WITH CLIP$CONNECTED WITH 1GPs ULTRACONS IN CONCRETE EACH END OF MULLION 4 114"•ULTRACONS IN CONCRETE EACH END OF MULLION Tr tmary 114uilbn Len L Trbutery W11Dn Length L Vdklth b 38.375 50.625 58 63 74.25 98 108 120 144 Width 36.375 50.625 58 63 1 7425 96 108 120 144 20 200.0 200.0 200.0 200.0 183.3 141.8 126.0 113.4 94.5 20 200.0 200.0 200.0 200.0 200.0 189.0 168.0 151.2 126.0 23 200.0 200.0 200.0 187.8 159A 123.3 109.6 98.6 82.2 23 200.0 200.0 200.0 200.0 200.0 164.3 146.1 131.5 109.6 26 200.0 200.0 180.5 168.2 141.0 109.0 96.9 87.2 72.7 26 200.0 200.0 200.0 200.0 188.0 145.4 129.2 116.3 96.9 29 200.0 186A 161.8 149.0 126A 972 86.9 78.2 65.2 29 200.0 200.0 200.0 198.6 168.5 130.3 115.9 104.3 86.9 32 200.0 168.0 146.6 135.0 114.5 88.6 78.8 70.9 59.1 32 200.0 200.0 195.5 180.0 152.7 118.1 105.0 94.5 78.8 35 200.0 153.6 134.1 123A 104.7 81.0 72.0 64.8 54.0 35 200.0 200.0 1 178.8 164.6 139.6 108.0 96.0 86.4 72.0 38 186.8 141.5 123.5 113.7 96.5 74.6 66.3 59.7 49.7 38 200.0 188.6 164.6 1 151.6 128.6 1 99.5 88.4 1 79.6 1 66.3 41 173.0 131.1 114A 105.4 89A 69.1 61.5 55.3 46.1 41 200.0 174.8 152.6 140.5 119.2 922 82.0 73.8 61.5 44 161.2 122.2 106.6 982 83.3 64A 57.3 51.5 43.0 44 200.0 162.9 142.2 130.9 111.1 859 76.4 68.7 57.3 47 150.9 114A 99.8 91.9 78.0 60.3 53.6 48.3 40.2 47 200.0 152.5 133.1 122.6 104.0 80.4 71.5 64.3 53.6 50 141.8 107.5 93.8 88.4 73.3 56.7 50A 45.4 37.8 50 189.1 143.4 125.1 115.2 97.7 75.6 67.2 60.5 50.4 53 133.8 101A 88.5 81.5 69.2 53.5 47.5 42.8 35.7 53 178.4 1 135.2 118.0 108.7 92.2 71.3 63.4 57.1 47.5 56 126.6 96.0 83.8 77.1 65.5 50.6 45.0 40.5 33.8 56 L133.2 128.0 111.7 102.9 87.3 675 60.0 54.0 45.0 59 1202 91.1 79.5 732 62.1 48.1 42.7 38.4 32.0 59 121.5 106.0 97.6 82.8 64.1 56.9 51.3 42.7 62 114A 86.7 75.7 69.7 59.1 45.7 40.6 36.6 30.5 62 115.6 1009 929 78.8 61.0 54.2 48.8 40.6 65 109.1 82.7 72.2 66.5 56A 43.6 38.8 34.9 29.1 65 110.3 96.3 88.6 75.2 58.2 51.7 46.5 38.8 68 104.3 79.1 69.0 63.5 53.9 41.7 37.1 33.4 27.8 Be 105.4 92.0 84.7 71.9 55.6 49.4 44.5 37.1 71 99.9 75.7 66.1 60.8 51.6 39.9 35.5 31.9 26.6 71 101.0 88.1 81.1 68.8 532 47.3 42.6 35.5 74 95.8 72.6 63.4 58A 49.5 38.3 34.1 30.6 25.5 74 127.8 96.9 84.5 77.8 66.0 51.1 45.4 40.9 34.1 77 92.1 69.8 60.9 56.1 47.6 36.8 32.7 29.5 24.5 77 122.8 93.1 81.3 74.8 63.5 49.1 43.6 39.3 32.7 80 88.7 672 58.7 54.0 45.8 35.4 31.5 28A 23.6 80 118.2 89.6 78.2 72.0 61.1 47.3 42.0 37.8 31.5 83 85.4 64.8 56.5 52.0 44.2 342 30A 27.3 22.8 83 113.9 86.4 75.4 69.4 58.9 45.5 40.5 36.4 30.4 88 82.5 62.5 54.6 50.2 42.6 33.0 29.3 26.4 22.0 86 110.0 83.3 72.8 67.0 56.8 44.0 39.1 35.2 29.3 89 79.7 60.4 52.7 48.5 41.2 31.9 28.3 25.5 21.2 89 106.2 80.5 70.3 64.7 54.9 425 37.8 34.0 28.3 E10468.2 58.4 51.0 47.0 39.8 30.8 27.4 24.7 20.5 92 102.8 77.9 68.0 62.6 53.1 41.1 36.5 32.9 27.4 56.6 49.4 45.5 38.6 29.8 26.5 23.9 19.9 95 99.5 75.5 65.9 60.6 51.4 39A 35.4 31.8 26.5 54.9 47.9 44.1 37A 28.9 25.7 23.1 19.3 98 96.5 73.1 63.8 58.8 49.9 38.6 34.3 30.9 25.7 532 46.5 42.8 36.3 28.1 25.0 22.5 18.7 0 0*: • 10 936 71.0 61.9 57.0 48.4 37.4 33.3 29.9 25.0 51.7 45.1 41.5 352 27.3 242 21.8 182• • • 104 9 .9016' 68.9 60.2 55A 47.0 36.3 32.3 29.1 24.2 .! ... ..` .fir. psT1k7p% yD ��` FLORIDA BUILDING CODE (High Velocity Hurricane Zone e2010 nLTI=ex. SERIES 14000 HMMS IMPACT RESISTANT DROMN Rr: PRODOYintUcr REVISED* *0 CUPPED ALUMINUM MULLIONS FAL 6sitm,liyi6g x�i16 efts/briE.•• ;• ••:• f -- - 11NildhtgCode •- • ._..• C AitepexNONO 1 411?42 aM9 i6malixt oaae "J�" kl�y + t,�FLORE1DOPp••:; •"ra.m:.(.xx�i,et.-tmOt6a.vn.6rx:M(m6vsm>eusta_ttm0 tmix '! 6osn os05/04/5a ts INC. RNNr^ti S�b,4 7SnNa!ENGINEERING COYMNA6e15.15p_ ProdC ED-OW6716 p6 ta•e+r M/t P.E. WAL7[R A TWT Jr. i.E MWAI DADE COU FLORIN Dc.441 7 r �53 OF 40 • • • • • • • • • • • •• •• •00 • •• •• CLIPPED INTERIOR & END MULLIONS CHARTS INTO CONCRETE SUBSTRATE CONNECTED W/ CLIP C H-C4-N=2-CONC I-C4-N=4-CONC A.S.D.DESIGN PRESSURE RATING(p.af.)FOR 4"N4"x114"MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(p.aL) FOR 4"x4l"41MULLION WITH CLIPS CONNECTED WITH (2)114"6 ULTRACONS IN CONCRETE EACH END OF MULLION (4)114-9 ULTRACONS IN POURED CONCRETE EACH END OF MULLION Tributary Minion L&Vth L Trbutwy MWlkn Lengih L Wktth b 38.375 50.625 58 63 1 74.25 95 108 120 144 Wktth b 38375 50.625 58 83 74.25 98 108 120 144 20 200.0 179.2 156.4 144.0 1 122.2 94.5 84.0 75.6 63.0 20 200.0 200.0 200.0 200.0 200.0 189.0 168.0 151.2 126.0 23 200.0 155.8 136.0 125.2 106.2 82.2 73.0 65.7 64.8 23 200.0 200.0 200.0 200.0 200.0 164.3 146.1 131.5 109.6 26 181.8 137.8 120.3 110.8 94.0 727 64.6 58.2 48.5 28 200.0 200.0 200.0 200.0 188.0 145.4 1292 116.3 96.9 29 163.0 123.6 107.9 99.3 84.3 65.2 57.9 52.1 43A 29 200.0 200.0 200.0 198.6 168.5 130.3 115.9 104.3 86.9 32 147.8 1120 97.8 90.0 76A 59.1 52.5 47.3 39A 32 200.0 200.0 195.5 180.0 152.7 118.1 105.0 94.5 78.8 35 135.1 102.4 89.4 823 69.8 64.0 48.0 43.2 36.0 _ 35 200.0 200.0 178.8 164.6 139.6 108.0 96.0 86.4 72.0 38 124.4 94.3 82.3 75.8 64.3 49.7 44.2 39.8 33.2 38 200.0 188.6 164.6 151.6 128.6 99.5 88.4 79.6 66.3 41 115.3 87.4 76.3 70.2 69.6 46.1 41.0 35.9 30.7 41 200.0 174.8 152.6 140.5 119.2 92.2 82.0 73.8 61.5 44 107.5 81.5 71.1 65.5 55.5 43.0 38.2 34.4 28.6 44 200.0 162.9 142.2 130.9 111.1 85.9 76A 68.7 57.3 47 100.6 76.3 66.6 61.3 52.0 40.2 35.7 32.2 26.8 47 200.0 152.5 133.1 122.6 104.0 80.4 71.5 64.3 53.6 50 94.6 71.7 62.5 57.6 48.9 37.8 33.6 30.2 25.2 50 189.1 143.4 125.1 115.2 97.7 76.6 67.2 60.5 50A 53 1 89.2 67.6 59.0 54.3 46.1 35.7 31.7 28.5 23.8 53 178.4 135.2 118.0 108.7 92.2 71.3 63.4 57.1 47.5 56 84.4 64.0 55.9 61.4 43.6 33.8 30.0 27.0 22.5 56 168.9 128.0 111.7 1029 87.3 67.5 60.0 54.0 45.0 59 80.1 60.7 53.0 48.8 41A 320 28.5 25.6 21 A 59 160.3 121.5 106.0 97.6 82.8 64.1 56.9 ° 51.3 42.7 62 76.3 57.8 50.5 46.5 39.4 30.5 27.1 24.4 20.3 62 152.5 115.6 100.9 92.9 78.8 61.0 54.2 48.8 40.6 65 72.7 55.1 48.1 44.3 37.6 29.1 25.8 23.3 19.4 65 145.5 110.3 96.3 88.6 752 58.2 51.7 46.5 38.8 68 69.5 52.7 46.0 42.4 35.9 27.8 24.7 22.2 18.5 68 139.1 105.4 92.0 84.7 71.9 55.6 49.4 44.5 37.1 71 66.6 50.5 1 44.1 40.6 34.4 26.6 23.7 21.3 17.7 71 133.2 101.0 88.1 81.1 68.8 53.2 47.3 42.6 35.5 74 63.9 48.4 42.3 38.9 33.0 25.5 22.7 20.4 17.0 74 127.8 96.9 84.5 77.8 66.0 51.1 45.4 40.9 34.1 77 61.4 46.5 40.6 37.4 31.7 24.5 21.8 19.6 16.4 77 122.8 93.1 81.3 74.8 63.5 49.1 43.6 39.3 32.7 80 59.1 44.8 39.1 36.0 30.5 23.6 21.0 18.9 15.8 80 118.2 89.6 782 7Z0 ' 61.1 47.3 42.0 37.8 31.5 83 57.0 43.2 37.7 34.7 29A 22.8 202 18.2 152 83 113.9 86.4 75A 69A 582 45.5 40.5 36.4 30A 86 55.0 41.7 36A 33.5 28.4 22.0 19.5 17.6 14.7 86 110.0 83.3 72.8 67.0 56.8 44.0 39.1 35.2 29.3 89 53.1 40.3 35.1 32.4 27.5 21.2 18.9 17.0 .142 89 106.2 80.5 70.3 64.7 54.9 42.5 37.8 34.0 28.3 92 51.4 39.0 34.0 31.3 26.6 20.5 18.3 16.4 13.7 92 102.8 77.9 66.0 62.6 53.1 41.1 36.5 32.9 27.4 95 49.8 g36.6 E30.1 30.3 25.7 19.9 17.7 15.9 13.3 95 99.5 75.5 65.9 60.6 51A 39.8 35A 31.8 26.5 98 48.2 29.4 24.9 19.3 17.1 15.4 12.9 98 96.5 73.1 63.8 58.8 49.9 38.6 34.3 30.9 25.7 101 46.8 28.5 242 18.7 16.6 15.0 12.5 . ••• • • i01 93.6 •71.0 61.9 67.0 48.4 37.4 33.3 29.9 25.0 104 45.5 27.7 23.5 18.2 162 14.5 12.1• ; •. !104 f ID.Ir 68.9 602 1 55.4 47.0 36.3 32.3 1 29.1 24.2 . . `. t",TIAL%f'A FLORIDA BUILDING CODE (High Volocify Hurricane Zone) PRODUCT REVISED : emir W(CO a. SERIES 14000 HMMS IMPACT RESISTANT Ow1WN BY: m e,m,plyiag with 6o RLNd.•• •; • CLIPPED ALUMINUM MULLIONS _ rJl l Building Cody ' Acmamnoe Nu Ob22.Ss - • ; 1 L E C O INC. so•^ ys 4 of/04/15 He� Ion • is• a r Pxa S((JOSR63e-siw DATE ttllfr 7gSTINO!ENeDNEwa COMPANY rA%:` ssi-eves By • • LDR�P•:�? .>a, x sr>oe.•ew,rorgNf,n ai,w ... 15158. M 'Pro3ol �1 ♦ .- .r .rrnr pG711Ne N. P.E. ` WAL A lillJr�h. P.E. '. sEr 54 OF 00 MWdI DARE CO �,ee xE CLIPPED INTERIOR & END MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED Wf CLIP C4 A-C4-N=2-STEEL/AL h B-U-N=2-STEEL/ALUM. - _ - AL8.D.DESIGNPRESSURERATING(pa.L)FDR1'x3•x1ro^ AAD.DESIGN PREa iMG J, s lffi"UULUONWI1HCUpS A.S.D.DESIGN PRESSURE RATNO(P.&C) FORrx3^x11s'MULUON MULLION WITH CUPS CONNECTED WITH(2)114 TB( CONNEC790W17H 2)114 TEN SCREWS EACH BID OFMULUOU WITH CUPS CONNECTED WITH(2)ll4"TEK SCREWS EACH END OF " SCREWS EACH END OFMULUON TribU Mud(onLan (L Tributary WilionLan th L Tributary MLe L Vlldth(b) 38.375 50.625 58 63- 74.25 60 Width b 38.375 50.625 58 83 74.25 Be - 20 b 38.875 50.820.02 5 58 83 20 200.0 186.0 162.4 149.5 126.8 117.7 20 200.0 186.0162A 149.5 126.8 98.1 20 200.0 166.0 164.2 130.7 23 200.0 161.8 141.2 130.0 110.3 102.4 23 200.0 161.8 141.2 130.0 110.3 85.3 23 200.0 161.8 134.1 113.7 26 188.8 143.1 124.9 115.0 97.8 90.6 26 188.8 143.1 124.9 115.0 97.6 75.5 28 168.8 143.1 106A 100.6229 169.2 128.3 112.0 103.1 87.5 81.2 29 169.2 128.3 112.0 103.1 87.6 67.7 29 153A 116.3 96.4 902 32 153.4 116.3 101.5 93.4 79.3 73.6 32 153.4 116.3 101.5 93.4 79.3 61.3 32 153.4 118.3 98.4 81.7 35 140.2 106.3 92.8 85.4 72.5 67.3 35 140.2 106.3 92.8 65.4 72.5 56.1 35 140.2 106.3 1 88.1 74.7 38 129.2 97.9 85.5 78.7 66.8 62.0 38 129.2 97.9 85.5 78.7 66.8 51.6 38 129.2 97.9 812 68.8 41 119.7 90.7 792 72.9 61.9 57.4 41 119.7 90.7 792 72.9 61.9 47.9 4 41 119.7 90.7 75.2 63.8 44 111.5 84.6 73.8 67.9 57.7 53.5 1 44 111.5 84.6 73.8 67.9 57.7 44.6 44 111.5 84.6 70.1 59A 47 104.4 79.2 69.1 63.6 54.0 50.1 47 104.4 792 69.1 63.6 54.0 41.7 47 104A 79.2 65.6 55.6 50 98.2 74.4 64.9 59.8 50.7 47.1 50 98.2 74A 64.9 59.8 50.7 39.2 50 982 74A 61.7 52.3 53 92.6 70.2 61.3 56.4 47.9 44.4 53 92.6 70.2 61.3 56.4 47.9 37.0 53 92.6 702 58.2 49.3 56 87.6 66.4 58.0 53.4 45.3 42.0 56 87.6 66.4 58.0 53A 45.3 35.0 58 87.8 86.4 55.1 48.7 59 83.2 63.1 55.0 50.7 43.0 39.9 59 83.2 63.1 55.0 50.7 43.0 33.3 59 83.2 83.1 52.3 44.3 62 79.2 60.0 52.4 48.2 40.9 38.0 62 792 60.0 52.4 482 40.9 31.8 62 79.2 80.0 49.8 422 65 75.5 57.2 50.0 46.0 39.0 362 65 75.5 57.2 50.0 46.0 39.0 302 65 75.5 572 47.5 40.2 68 722 54.7 47.8 44.0 37.3 34.6 68 72.2 54.7 47.8 44.0 37.3 28.9 68 72.2 54.7 45.4 38.5 71 69.1 52.4 45.7 42.1 35.7 33.2 71 69.1 52A 45.7 42.1 35.7 27.6 71 69.1 52A 43A 36.8 74 66,3 50.3 43.9 40.4 34.3 31.8 74 66.3 50.3 43.9 40A 34.3 26.5 74 66.3 50.3 41. 35.3 77 63.7 48.3 42.2 38.8 32.9 30.6 77 63.7 48.3 422 38.8 32.9 25.5 77 63.7 48.3 40.11 34.0 80 61.4 46.5 40.6 37.4 31.7 29.4 80 61A 46.5 40.6 37A 31.7 24.5 80 61.4 46.5 38.6 32.7 83 59.1 44.8 39.1 36.0 30.6 28.4 83 59.1 44.8 39.1 36.0 30.6 23.6 83 59.1 44.8 372 31.5 86 57.1 43.3 37.8 34.8 29.5 27.4 86 57.1 43.3 37.8 34.8 29.5 22.8 BB 57.1 43.3 35.9 30A 89 55.1 41.8 36.5 33.6 28.5 26.5 89 55.1 41.8 38.5 33.8 28.5 22.0 89 55.1 41.8 34.7 29A 92 53.3 40.4 35.3 32.5 27.6 25.6 92 53.3 40A 35.3 1 32.5 27.6 21.3 92 53.3 40A 33.5 28A A104471 .7 39.2 34.2 31.5 26.7 24.8 95 51.7 39.2 34.2 31.5 26.7 20.7 95 51.1 392 32.5 27.5 .1 38.0 33.1 30.5 25.9 24.0 98 50.1 38.0 33.1 30.5 25.8 2(1.0 98 50.1 38.0 31.5 26.7 .6 36.8 32.2 29.6 25.1 23.3 101 48.6 36.8 32.2 29.6 25.1 19.4 101 48.6 38.8 30.5 25.9 35.8 3 7 4.4 2 6 •f 104 47.2 35.8 31.2 28.7 1 24A 18.9 104 47.2 35.8 29.7 1 25.1 1 • • • • • • • • • '04"ll Ila P-sy"-w FLORIDA BUILDING CODE (High V•locii Hurrlcan• ton• :'RODUCT REVISED ,{ 7 e2s+s ixraa INC.- SERIES 140DO HMMS IMPACT RESISTANT L"A"e phiogwilhamwid�f • 4 i' CLIPPED ALUMINUM MULLIONS llilding Code+Teptwwwe Noy •'� '� {.' • !�/� HKfAK ti awis4 Kion D14 ) ljK/IC �•:44 G�sr 1N!C..fY' vlpNFi wa 65I-slwf• •$ 'w Q�yO Y =Y �1R Tunmo a OIpINLGWO OOLMNY IAX: ]as ass-Nesny ,iT' ww we.,3w.oduct Contrl �' ' rr...[ 8 T• •'WAAII DARE COU P.E. or eo • • • • • • • • • • • •• w• • • • •• •• CLIPPED INTERIOR . & END MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W/ CLIP C4 C-C4-N=2-STEELZALUM, C-C4-N=3-5TEELjALUM. ABA DESIGN PRESSURE RATING(pa.L)FOR VWXI/lx3n•MULLIONWITH A.S.QDESIGN PRESSURE RATING(PA.1aPOR1"x4"x1Rx3n'MULLIONwRH CUP$CONNEWEDINITHM WTEKSCRBNS FACHLNDOFMUWON CLIPBCOWNE=WITH 114"TEKSCRBiNS EACHHIDOPMULUON Tributary Millon Length L Tributary Millon Le th(L) Width b 38.375 50.826 58 83 74.25 80 Width b 38.375 50.825 58 83 7425 80 20 200.0 186.0 162.4 149.5 128.8 117.7 20 200.0 200.0 200.0 200.0 190.3 176.6 23 200.0 161.8 141.2 130.0 110.3 102.4 23 200.0 200.0 200,0 195.0 165.4 153,5 26 188,8 143.1 124.9 115.0 97.6 90.6 28 200.0 200.0 187A 172.5 146.3 135.8 29 169.2 128,3 112.0 103.1 87.5 812 29 200.0 192A 168.0 154.6 131.2 121.8 32 153A 116.3 101.5 93A 79.3 73.6 32 200.0 174A 152.2 140.1 118.9 110.4 ` 35 140.2 106.3 92.8 85A 72.5 67.3 35 200.0 159.5 139.2 128.1 108.7 100.9 - 38 129.2 97.9 85.5 78.7 66.8 62.0 38 193.7 146.9 128.2 118.0 100.1 92.9 41 119.7 90.7 79.2 72.9 61.9 57A 41 179.6 136.1 118.8 109.4 92.8 86.1 44 111.5 84.6 73.8 67.9 57,7 53.5 44 167.3 126,8 110.7 101.9 86.5 80.3 47 104A 79.2 69.1 63.6 54.0 50.1 47 156.6 118.7 103.6 95A 81.0 75.1 50 982 74.4 84.9 59.8 $0.7 47.1 50 1472 111.6 97.4 89.7 76.1 70.6 53 92.6 702 61.3 58A 47.9 44A 53 138.9 105.3 91.9 84.6 71A 66.6 58 87,6 66,4 58.0 53.4 45.3 42.0 68 131.5 99.7 87.0 80.1 67.9 63.1 59 83.2 63.1 55.0 50.7 43.0 39,9 59 124.8 94.6 82.6 76.0 64,5 59.9 62 79,2 60,0 52A 482 40.9 38.0 62 118.7 90.0 78.6 72.3 61A 57.0 65 75.5 572 50.0 46.0 39.0 362 65 113.3 85,9 74.9 69.0 58.5 54.3 68 72.2 54.7 47.8 44.0 37,3 34.6 68 108.3 82.1 71.6 65.9 56.0 51,9 71 69.1 52A 45.7 42.1 35.7 33.2 71 103.7 78.6 68.6 632 53.8 49.7 74 66.3 50.3 43.9 40A 34.3 31.8 74 99.5 75A 65.8 60.6 51A 47.7 77 63.7 48.3 42.2 38.8 32.9 30.6 77 95.6 72.5 63.3 582 49.4 45.9 80 61A 46.5 40.6 37.4 31.7 29.4 80 92.0 69.8 60.9 56.1 47.6 44.1 83 59.1 44.8 39.1 36.0 30.6 28.4 83 88.7 X53.746.8 7 54.0 45.8 42.5 86 57.1 43.3 37.8 342 29.5 27A 86 85.6 .6 52.1 442 41.1 89 55.1 41.8 36.5 33.6 28.5 26.5 89 82.7 7 50A 42.8 39.7 92 53.3 40.4 35.3 32.5 27.6 25.6 92 80.0 9 48.7 41A 38A 95 51.7 39.2 34.2 31.5 26.7 24.8 95 77.5 3 47.2 40.1 372 98 50.1 38.0 33.1 30.5 25.9 24.0 98 75.1 7 45.8 382 36.0 101 482 36,8 32.2 29.8 25.1 X3,3 ••: : 7 92 44A 37.7 35.0 104 47.2 35.8 312 28.7 24.4 • •• 9040 0 710.8 08 43.1 36.6 34.0 ••• ••e •.: Uo h FLORIDA BUILDING CODE (High Volocifty Hurricane Zona PRODUCT RBVISBU, �;• CIE SF atoll TUEco Wc, SERIES 14000 HMMS IMPACT RESISTANT DPAW t W as c plying with 6o VOFW•_ • • CUPPED ALUMINUM MULLIONS rata AIB.xupcildiCodytJ ? ,,00 •�Z•��• jA OIY'• .� _ Ma,aw, tt.>ovvwwtwma A P' a oe�/is�LEC�Ac . PHONE 305 103 T92TING&Emomvg Fm 15-158 Mimi ProOuq Qin ; • S ', ; eew:t+oslnl-law.ra.:ttmpl-tan V fMOaas OAWMMo ED-06719 MIAMI DARE COU PwKitR A.71LUf Jr. PE '� SHEET 58 Or w QRVA E<.4 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 CLIPPED INTERIOR & END MULLIONS CHARTS INTO STEELf ALUMINUM SUBSTRATE CONNECTED WZ CLIP C4 D-C4-N=2-STEEL/ALUM. D-C4-N=3-STEEL jALUM• A.S.D.DESIGN PRESSURE RATING(p.•f.) FOR 2"x4"x118"MULUON A.S.D.DESIGN PRESSURE RATING("E)FOR 2"x4"x1/8"MULLION WITH CUPS CONNECTED WITH(2)11C TEN SCREWS EACH END OF WITH CUPS CONNECTED WITH(3)U4"TEK SCREWS EACH END OF MULLION MULLION Tributary wilon Len9th l Tributary Mdton ongth Width b 38.375 1 60.625 1 58 83 7425 98 dth b 38.37-5T-50.626 68 63 74.25 96 20 200.0 186.0 1 162.4 149.5 126.8 98.1 20 200.0 200.0 200.0 200.0 190.3 137.4 23 200.0 161.8 141.2 130.0 110.3 85.3 23 200.0 200.0 200.0 195.0 165.4 119.5 28 188.8 143.1 124.9 115.0 97.6 75.5 26 200.0 200.0 187.4 172.5 146.3 105.7 29 1892 128.3 112.0 103.1 87.5 87.7 29 200.0 192A 168.0 154.6 131.2 94.8 32 153.4 116.3 101.5 93.4 79.3 81.3 32 200.0 174.4 152.2 140.1 118.9 85.9 35 140.2 106.3 92.8 85A 72.5 56.1 35 200.0 159.5 139.2 128,1 108.7 1 78.5 38 1292 97.9 85.5 78.7 66.8 51.6 38 193.7 146.9 128.2 118.0 100.1 72.3 41 119.7 90.7 79.2 72.9 61.9 47.9 41 179.6 136.1 118.8 109.4 92.8 67.0 44 111.5 84.6 73.8 67.9 57.7 44.6 44 167.3 126.8 110.7 101.9 86.5 62.5 47 104A 792 69.1 63.6 54.0 41.7 47 156.6 118.7 103.6 95.4 81.0 58.5 50 98.2 74.4 64.9 59.8 50.7 39.2 50 147.2 111.6 97.4 89.7 76.1 55.0 53 92.6 70.2 61.3 56A 47.9 37.0 53 138.9 105.3 91.9 84.6 71.8 51.8 56 87.6 66.4 58.0 53A 45.3 35.0 56 131.5 99.7 87.0 80.1 1 67.9 49.1 59 83.2 63.1 55.0 50.7 43.0 33.3 69 124.8 94.6 82.6 76.0 64.5 46.6 62 792 60.0 52.4 482 40.9 31.6 62 118.7 90.0 78.6 72.3 61.4 44.3 85 75.5 57.2 50.0 46.0 39.0 30.2 65 113.3 85.9 74.9 69.0 68.5 42.3 68 722 54.7 47.8 44.0 37.3 28.9 68 108.3 82.1 71.6 65.9 56.0 40A 71 69.1 52A 45.7 42.1 35.7 27.6 71 103.7 78.6 68.6 632 63.6 38.7 74 66.3 50.3 43.9 40.4 34.3 26.5 74 99.6 75.4 65.8 60.6 51A 37.1 77 63,7 48.3 42.2 38.8 1 32.9 25.5 77 95.6 72.5 63.3 58.2 49A 35.7 80 61.4 46.5 40.6 37A 31.7 24.5 80 92.0 69.8 60.9 56.1 47.6 34.3 83 59.1 44.8 39.1 36.0 30.6 23.6 83 88.7 672 58.7 54.0 1 45.8 33.1 86 57.1 43.3 37.8 34.8 29.5 22.8 86 85.6 64.9 56.6 52.1 44.2 32.0 89 55.1 41.8 38.5 33.6 28.5 22.0 89 82.7 62.7 64.7 50.4 42.8 30.9 92 53.3 40.4 35.3 32.5 27.6 21.3 92 80.0 60.7 52.9 48.7 41.4 29.9 95 51.7 392 34.2 31.5 26.7 20.7 95 77.5 58.7 51.3 472 40.1 28.9 98 50.1 38.0 33.1 30.5 25.9 00 •• • • • • 98 75.1 56.9 49.7 45.8 38.8 28.0 101 48.6 36.8 32.2 29.6 25.1 •19.4 • • • • • • 0 19 72.9 1 55.3 48.2 44.4 37.7 27.2 104 1 47.2 36.8 31.2 28.7 24.4 9 •i • i i i i 1 Aj 70.8 1 53.7 46.8 43.1 36.6 26A • • • • • • • • Mn1uU�N FLORIDA BUILDING CODE (High Volocilly Hurricane Zone PRODUCTRMSRDGEN y otOts muco DW. SERIES 14000 HMMS IMPACT RESISTANT owmm sy. s 4nmplpir�trilh Wa FkFidn �% J '� CUPPED ALUMINUM MULLIONS FRL WEST •• B ••" * •y�/s • :(y yi uyF^u•^.�' �y �p`qmu Fwd• weo�s • (dQ7)36E-.IBfS 06 /04/15 DATE tii. FHDNL'(303)SH-0103 _ nNO twovemNo comp FAX ` M1515 8Nodual a.w nw..s ORA RHO No MMI BADE COU U WN.TFREA I�Jgn P.c. FLOW DA lle.441 SIxFf 57 OF 60 ••• • • • • 6:0 •• • N�"....tn44444`` • • • • • • • • • • ••• • • • ••• • • CLIPPED INTERIOR & END MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W/ CLIP C4 E-U-14=3-STEELrALUM• E-C4-N=4-STEELjALUM, A.S.D.DESIGN PRESSURE RATING(p.a14 FOR 2"x9'x1/S'MULLION WITH CUPS A.S.D.DESIGN PRESSURE RATING(para FOR 2-x6-x118"MULLION WITH CUPS CONNECTED WITH 3 114-M SCREWS EACH IND OF MULUON CONNECTED WITH/ 114-M SCREWS EACH END OF MULLION Tributary WWII Length(L) Tributary MuEon th Vltdth(b) 38.375 50.825 58 83 74.25 98 108 120 144 VAdtfi b 38.375 50.825 58 63 74.25 98 108 120 144 20 200.0 200.0 200.0 200.0 190.3 1472 130.8 117.7 98.1 20 200.0 200.0 200.0 200.0 200.0 196.2 174.4 156.0 108.3 23 200.0 200.0 200.0 195.0 165.4 128.0 113.7 102.4 85.3 23 200.0 200.0 200.0 200.0 200.0 170.6 151.7 135.6 94.2 26 200.0 200.0 187.4 172.5 146.3 113.2 100.6 90.6 75.5 26 200.0 200.0 200.0 200.0 195.1 150.9 134.2 120.0 83.3 29 200.0 192.4 168.0 154.6 131.2 101.5 902 81.2 67.7 29 200.0 200.0 200.0 200.0 174.9 135.3 120.3 107.8 74.7 32 200.0 174.4 1522 140.1 118.9 92.0 81.8 73.6 61.3 32 200.0 200.0 200.0 186.9 158.5 122.6 109.0 97.5 67.7 35 200.0 159.5 1392 128.1 108.7 84.1 74.7 67.3 56.1 35 200.0 200.0 185.6 170.8 145.0 112.1 99.7 89.1 61.9 38 193.7 146.9 128.2 118.0 100.1 77.4 68.8 62.0 51.6 38 200.0 1 195.8 170.9 157.4 133.5 103.3 91.8 82.1 57.0- 41 179.6 136.1 118.8 109.4 1 92.8 71B 63.8 57.4 47.9 41 200.0 181.5 158.4 145.8 123.7 95.7 85.1 76.1 52.8 44 167.3 126.8 110.7 101.9 1 86.5 66.9 59.5 53.5 44.6 44 200.0 169.1 147.6 135.9 115.3 89.2 79.3 70.9 49.2 47 156.6 118.7 103.6 95A 1 81.0 62.6 55.7 50.1 41.7 47 200.0 158.3 138.2 127.2 107.9 83.5 742 68.4 46.1 50 1 1472 111.6 97.4 89.7 76.1 58.9 52.3 47.1 392 50 196.3 148.8 129.9 119.6 101.5 78.5 69.8 62A 43.3 53 1 138.9 105.3 91.9 64.6 71.8 55.5 49A 44.4 37.0 53 185.2 140.4 122.5 112.8 95.7 74.0 65.8 58.9 40.9 56 131.5 99.7 87.0 80.1 67.9 52.6 46.7 420 35.0 56 175.3 132.9 116.0 106.8 90.6 1 70.1 62.3 55.7 38.7 59 124.8 94.6 828 76.0 64.5 49.9 44.3 39.9 33.3 59 166.4 126.1 110.1 101.3 86.0 1 66.5 59.1 62.9 36.7 62 118.7 90.0 78.6 72.3 61.4 47.5 422 38.0 31.6 62 158.3 120.0 104.8 96A 81.8 63.3 56.3 50.3 34.9 65 113.3 85.9 74.9 69.0 58.5 45.3 40.2 36.2 302 65 151.0 114.5 99.9 92.0 78.1 60.4 53.7 48.0 33.3 68 108.3 82.1 1 71.6 66.9 56.0 43.3 38.5 34.6 28.9 68 144.4 1 109A 95.5 87.9 74.6 57.7 51.3 45.9 31.9 71 103.7 78.6 1 68.6 632 53.6 41.5 35.8 33.2 27.6 71 138.3 104.8 01A 1 84.2 71.5 55.3 49.1 43.9 30.5 74 99.5 75.4 65.8 60.6 51.4 39.8 35.4 31.8 26.5 74 132.7 100.6 87.8 80.8 68.6 53.0 47.1 422 29.3 77 95.6 72.5 63.3 58.2 49.4 382 34.0 30.6 25.5 77 127.5 96.6 84.3 77.7 1 65.9 51.0 45.3 40.5 28.1 80 92.0 69.8 60.9 56.1 47.6 36.8 32.7 29.4 24.5 80 122.7 1 93.0 812 74.7 63.4 49.1 43.6 39.0 27.1 83 88.7 67.2 58.7 54.0 45.8 35.6 31.5 28.4 23.6 83 118.3 89.7 78.3 72.0 61.1 47.3 42.0 37.6 26.1 86 85.6 64.9 56.6 52.1 44.2 342 30.4 27.4 22.8 88 114.1 86.5 75.5 69.5 59.0 45.6 40.6 36.3 25.2 89 82.7 62.7 54.7 50A 42.8 33.1 29.4 26.5 22.0 89 110.3 83.6 73.0 67.2 57.0 44.1 39.2 35.0 24.3 92 80.0 60.7 529 48.7 41.4 32.0 28.4 25.6 21.3 92 106.7 80.9 70.6 65.0 55.1 42.7 37.9 33.9 23.5 95 77.5 58.7 51.3 472 40.1 31.0 27.5 24.8 20.7 95 103.3 78.3 68A 62.9 53A 41.3 36.7 32.8 22.8 98 75.1 66.9 49.7 45.8 38.8 30.0 26.7 24.0 j20.O 98 100.2 75.9 88.3 81.0 51.8 40.0 35.6 31.8 22.1 101 72.9 55.3 48.2 44.4 37.7 29.1 25.9 23.3 .4. • • • 10 97.2 73.7 64.3 592 50.2 38.9 34.5 30.9 21.4 104 70.8 53.7 46.8 43.1 36.6 28.3 25.2 .6 .9' •104 94.4 71.5 62.5 57.5 I48.8 37.7 33.5 30.0 20.8 • •• • • • • •.• 111111 • • • • • • • •so 000 00 aq� Hp ��`: •• ✓ �i FLORIDA BUILDING CODE (High Velocity Hu Icons Zone) PRODUCT REVISED ex. SERIES 14000 HMMS IMPACT RESISTANT 0"WN By_- ."c-plylig with**FkAftBaddoacak CLIPPED ALUMINUM MULLIONS rsE. o'AtoomtieRDbk • '••ni. ;�= 1L ECO1Nt. R FL 3W30) 14 s NO 290 WW 74 ROAD �eevc��s • Ay • �.• �•EV? aW1711A1e! ERtp .�.�'� aonM+.cam • e+edea • R F11�P'�� ww.1 .-m:a ..i'•.d.«.GonM�-ssi ssw roo•c .9'"^ 15.168 t AL Mu719 wso.am e"c 61�vmo N. MM RADE COUNTY T ` wruEREBA rp.urar..1 DA UC.44167 !MEET 56 M 60 /1111111 • • • • • • • • • • • •• •• • • • •• •• CLIPPED INTERIOR & END MULLIONS CHARTS INTO STEELfALUMINUM SUBSTRATE CONNECTED Wf CLIP C�4 F-C4-N=4-STEEfALUM. F-C4-N=5-STEEL/eLUM_ A.S.D.DESIGN PRESSURE RATING(p.ar.)FOR rxb"x114'MULLION WITH CLIPS CONNECTED WITH A.S.D.DESIGN PRESSURE RATING(p.at)FOR 2"x6'-114"MULLION WITH CUPS 4 U4" TEK SCR8N8 EACH END OF MULLION CONNECTED WITH 8 114' TEK SCREWS EACH END OF MULLION Trbjtary WIllon Le h L Tributary Mullion Length L Width b 38.375 50,625 1 55 63 1 7425 98 1 108 120 1 144 Width b 38.375 50.825 58 83 74.25 96 108 1 120 144 20 200.0 200.0 200,0 200.0 1 200.0 1962 1 174A 157.0 130.8 20 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.2 163.5 23 200.0 200,0 200.0 200.0 200.0 170.6 151.7 136.5 113.7 23 200.0 200.0 200.0 200.0 200.0 200.0 189.6 170.6 1422 26 200.0 200.0 200.0 200.0 195.1 150.9 134.2 120.7 100.6 26 200.0 200.0 200.0 200.0 200.0 188.7 167.7 150.9 125.8 29 200.0 200.0 200.0 200.0 174.9 135.3 120.3 1082 90.2 29 200.0 200.0 200.0 200.0 200.0 169.1 150.3 135.3 112.8 32 200.0 200.0 200.0 188.9 158.5 122.8 109.0 98.1 81.8 32 200.0 200.0 200.0 200.0 1982 153.3 138.3 122.6 1022 35 200.0 200.0 185.6 170.8 145.0 112.1 99.7 89.7 74.7 35 200.0 1 200.0 200.0 1 200.0 181.2 140.1 124.6 112.1 93A _ 36 200.0 195.8 170.9 157.4 133.5 103.3 91.8 82.6 68.8 38 200.0 1 200.0 200.0 196.7 186.9 129.1 114.7 103.3 86.1 41 200.0 181.5 158A 145.8 123.7 95.7 85.1 76.6 63.8 41 200.0 200.0 198.0 182.3 154.7 119.6 108.3 95.7 79.8 44 200.0 169.1 147.6 135.9 115.3 89.2 79.3 71.3 59.5 44 200.0 200.0 184.5 169.9 144.1 111.5 99.1 89.2 74.3 47 200.0 158.3 138.2 127.2 107.9 83.5 742 66.8 55.7 47 200.0 1 197.9 172.7 159.0 134.9 104.4 92.8 83.5 69.6 50 196.3 148.8 129.9 119.6 101.5 78.5 69.8 62.8 52.3 50 200.0 186.0 162.4 149.5 126.8 98.1 87.2 78.5 65A 53 186.2 140A 122.5 112.8 95.7 74.0 65.8 59.2 49.4 53 200.0 175.6 153.2 141.0 119.7 92.5 82.3 74.0 61.7 58 176.3 132.9 116.0 106.8 90.6 70.1 62.3 56.1 46.756 200.0 166.1 145.0 133.5 113.2 87.6 77.9 70.1 58A 59 166.4 126.1 110.1 101.3 86.0 66.5 59.1 532 44.3 59 200.0 1 157.8 137.6 126.7 107.5 83.1 73.9 66.5 55.4 62 158.3 120.0 104.8 96.4 1 81.8 63.3 1 58.3 50.8 1 42.2 62 197,9 150.0 130.9 120.6 102.3 79.1 70.3 63.3 52.7 65 151.0 114.5 99.9 92.0 78,1 80.4 53.7 48.3 40.2 65 188.8 143.1 124.9 115.0 97.6 75.5 67.1 60A 50,3 68 1444 109.4 1 95.5 87.9 1 74.6 57.7 51.3 46.2 38.5 68 180A 136.8 119A 109.9 93.3 72.1-64.1 57.7 48.1 71 138.3 104.8 91.5 84.2 71.5 55.3 49.1 44.2 36.8 71 172.8 131.0 114.3 108.3 89.3 69.1 61A 55.3 46.1 74 132.7 100.6 87.8 80.8 68.6 53.0 47.1 42.4 35A 74 165.8 125.7 109.7 101.0 85.7 66.3 58.9 53.0 442 77 127.5 96.6 84.3 77.7 65.9 51.0 45.3 40.8 34.0 77 159.4 120.8 105.4 97.1 82.4 83.7 56.6 51.0 42.5 80 122.7 93.0 81.2 74.7 63.4 49.1 43.6 39.2 32.7 80 153A 116.3 101.5 93.4 1 79.3 61.3 54.5 49.1 40.9 83 118.3 89.7 78.3 72.0 61.1 47.3 1 42.0 37.8 31.5 83 147.8 112.1 97.8 90.1 76.4 59.1 52.5 47.3 39.4 86 114.1 86.5 75.5 69.5 59.0 45.6 1 40.6 36.5 30.4 86 142.7 1082 94.4 86.9 73.7 57.0 50.7 45.6 38.0 89 110.3 83.6 73.0 672 57.0 44.1 39.2 35.3 29A 89 137.9 1 104.5 91.2 84.0 71.3 55.1 49.0 44.1 36.7 92 106.7 80.9 70.6 65.0 55.1 42,7 37.9 34.1 28.4 92 133.4 101.1 88.2 81.2 68.9 53,3 47A 42.7 36.5 85 103.3 78.3 68.4 62.9 53A 41.3 36.7 33.0 27.5 95 1292 97.9 85.5 78.7 66.8 51.6 45.9 ' 41.3 34.4 98 1002 75.9 66.3 61.0 51.8 40.0 35.6 32.0 26.7 98 1252 94.9 82.8 78.3 64.7 50.1 44.5 40.0 33.4 101 972 73.7 64.3 592 60.2 38.9 34.5 31.1 25.9 101 121.5 92.1 80A 74.0 62.8 48.6 43.2 38.9 32.4 104 94.4 71.5 82.5 57.5 48.8 37.7 33.5 '30.2• 5 ••• li8-0.1 89.4 1 78.1 71.9 61.0 47.2 41.9 37.7 31.4 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 02015 WWI)INC. W. PRODUCT�o•e�wv�sD ;' '. SERIES 14000 HMMS IMPACT RESISTANT DRAWN .mmplyl, -th"Fla�ti�l ••• 'k CUPPED ALUMINUM MULLIONS FAL ••AB Re*w eWD -218 % •.rjC�llFry�^, ••�V'` nwoa+s•-1 N�Ia..cMkeon e-1mn a�iin t•'reRa�w.aY.pa1�wRes�aYwyn "m,av%= mxpaRclO.aADm 0165N.1y5 UIT 6l E •01 'LrCOINC, HKZ4Kn-314 DATE RgiFAX' 3we-eeTgN ••• 't- Pro" a007t9 TMTER A 7uY6OW MDADE P.E. ORAWW H P.L 7 a SHM 5e or eo 0:0•• • • • • 0:6•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } CLIPPED INTERIOR & END MULLIONS CHARTS INTO STEEL/ALUMINUM SUBSTRATE CONNECTED W f CLIP 5 1-Q4-N=5-STEEL jA_LLUM• A.S.D.DESIGN PRE88URE RATING(µ&t)FOR 4"xftl/4"MULLION WITH CLIPS CONNECTED WITH 1/4"TEN SCREW$EACH END OF MULLION Tributary M ftn Length L WNIdth b 38.376 60.626 1 68 63 1 7425 96 108 1 120 144 20 200,0 200.0 1 200.0 200.0 1 200.0 200.0 200.0 1 196.2 163.5 23 200.0 200.0 1 200.0 200.0 200.0 200.0 189.6 170.6 142.2 26 200.0 200.0 1 200,0 200.0 200.0 188.7 167.7 150.9 125.8 29 200.0 200.0 200.0 2004 200.0 169.1 150.3 135.3 112.8 32 200.0 200.0 200.0 200.0 198.2 153,3 136.3 122.6 1022 _ 4 35 200.0 200.0 200.0 200.0 .,181.2• ,140.1- 124.6 '.112.1 93A - 38 200.0 200.0 200.0 196.7 166.9 129.1 114.7 103.3 86.1 41 200.0 200.0 198.0: 182.3 154,7 119.6 106,3 95.7 79.8 f 44 200.0 200.0 184.5 169.9 144.1 111.5 99.1 89.2 74.3 47 200.0 197.9 172.7 159.0 134.9 104A -92.8 83.5 69.6 50 1 200.0 186.0 162A 149.5 126.8 98.1 872 78.5 65.4 a 53 200.0 175.5 1532 141.0 119.7 92.5 82.3 74.0 61.7- 56 200.0 166.1 145.0 133.5 113.2 87.8 77.9 70.1 58.4 59 200.0 157.6 137.6 126.7 107.5 `83.1 73.9 66.5 55.4 62 197.9 150.0 130.9 120.6 102.3 79.1 70.3 63.3 52.7 65 188.8 143.1 124.9 115,0 97.6 75.5 67.1 60.4 50.3 68 180A 136.8 119A 109.9 93.3 72.1 64.1 57.7 '48.1 71 172.8 '1311.0 114.3 105,3 88.3 68.1 61.4 55.3 48.1 74 165.8 125.7 109.7 101.0 85.7 66.3 58.9 53.01 44.2 , 77 159.4 120.8 105.4 97.1 82.4 63.7 56.6 51.0-' 42.5 1 80 153.4 116.3 101.5 93A 79.3 61.3 54.5 49.1 40.9 83 147.8 112.1 97.8 90.1 76A 59.1 52.5 47.3, 39A 86 142.7 108.2 94.4 86.9 73.7 -57.0 50.7 45.6 38.0 89 137.9 104.5 912 84.0 71.3-1,55.1 49.0 44.1' 36.7 92 133.4 101.1 88,281.2 88.9 53.3 47.4 42,7': 35.5 96 1292 97.9 85,5 --i87 66.8 518 45.9 41.3 34.4 98 125,2 94.9 82,8 76.3 64.7 50.1 44.5 40.0. 31.4 101 121.5 1•92.1• •NO 740 0638 •48.6 43.2 38.9 32.4 104 11 .02 89A 7 . 16110 3 472 41.9 37.7 "31.4 00 900, 00 FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED w" 02016 nTMaCe M SERIES 14000 HMMS IMPACT RESISTANT wuww W. axCarydyi0[with OeFlarww - CLIPPED ALUMINUM MULLIONS ARep m•s No �iN�p = gyp = ■ x00 WW 76 MD ' • ice We * :�S '` ECO INC. MIE0 N4 n.]]014 06/04/15 l/ DATE Of '4/a 71LLIr T[ii1N0 t[NOIN[[MNO COM�IIN1f03 •)658-650 e • ..QQ.: �DP,r2��a sm w..xww...o,wxmw,o+wds a vw Prodmi • �S'• f� a w".. n'lav.ra:(wnn�-isv rwoas 15168 wW6719w" m puwa0 Me EB-0000718 Mw.II DnoE COUNTY P• � MUM�mur.r v.e �n-.0 ,Nv. ;` SHEET 60 or e0 DE' F L r t AI-ble • A.:- oL o 2 sj,•• 6 :000o: I ts., O*o:o o*A 0-,— ooe*@* NTO It It ................... RU�- D IF:1"AMIN'TS AND E T17111�7- OF A r UqSPECTION. jr 0001085381