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WS-13-2207Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202607 Scheduled Inspection Date: November 07, 2013 Inspector: Rodriguez, Jorge Owner: RONALD COOK CUSTODIAN, JOHN n lOric r►nnl! co I C f%l ICTAr11Aw1 Job Address: 390 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: WS -9 -13 -2207 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130010 Contractor: F & F ENGINEERING CONTRACTOR INC Phone: (786)412 -9898 tsunamg uepanment comments REPLACE 14 WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed A ° CREATED AS REINSPECTION FOR INSP- 202509. CREATED AS REINSPECTION FOR INSP- 200112. Contractor must be on site Bottom track screws missing sealant Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 06, 2013 For Inspections please call: (305)762 -4949 Page 38 of 40 Miami Shores Village ITT-7 V M 1W - - Building Department EP°� � 26 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 By .... INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 C0 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /C �ilss�� Phone #: Address: //� •� ®��'' -57 ZE City: State: Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: C lz Phone #: z� Z° f D P DESIGNER: Architect/Engineer: ® Phone #: Value of Work for this Permit: $ 4_!5�9p ® Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ ai 11je M dj on Desccrit . ,rr ?,i i & mli4?' 0 kl4 566t® fS� Submittal Fee $ Permit Fee $ Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _4 4I-X Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this �® day of T , 20 15, by0�� who is personally known to me or vwhe- ass- }edetced Ae As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged ,before me this day of • , 20 _, by who is personally known t me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: /Oi — LJ-' Sign: Print: 74 it 11h elf 101W Print:e s a` My Co ^•" �e of ftorida `• " "' My Co ? l Jul 24, 2015 ilatary Public -State of rionda �If�iAdfaton #� EE 219053 • •; My Comm. Expires Jul 24 2016 '•�nn� PMOb oWNotaryAssn. %♦ �•�:� Commission a rc •10r�- •i}cOo Kl ��P �s:'•> ti�% �a:'.i'�r�:i.':�:�:��Y�Y•�Y9c9: Y9:•i'%• �&• �' •� SY•i �• GAY � �' �' SY3.' ��3 .��9i'�Si'��73?��i��•C /„1 „ aC�[ �: �YCX�S$ �iti�G 'iti[]ti7Y�C�C�3B�3.•1r��•i[�C9 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH TALLAHASSEEMONROE S FLT32399 -0783 GUERRERO, FAUSTO EMILIO' F & F ENGINEERING CONTRACTOR INC 17082 SW 91 AVE MIAMI FL 33157 -4599 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridallconse.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. STATE OF FLORIDA AC #, 6 2 a. 3 5 6 4 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGCO58750 08/02 12 128020475 CERTIFIED CO TRACTOR GUftAXR0, FAUST0 EKILIO F & F ENGINEERING CONTRACTOR INC Our mission at the Department Is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. YS CBaTYFgaD oases th® provisaons of cn.4S9 as Thank you for doing business in Florida, and congratulations on your new license! sxsa =actoxi aa�: AUG .31, 2014 L120 00201935 DETACH HERE 5 O a Ji�'E � •- �®�d�ES��C` °G: 6iJ � C,.OP.. •f r P •�c[S F y. `,rf'k OF DEPARTMENT ON BU ?ONE STR INDUYROFEfjIINNfA3LBREGULATION SEQ# L12080201935 DATE BATCH NUMBER LICENSE NBR 0.8 02 2012 128020475 CGC058750• The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 4;89 FS< Expiration date: AUG 31, 2014 GUERRERO, FAUSTO EMILIO F & F ENGINEERING CONTRACTOR INC 13220 SW 132 AVENUE, UNIT 5 MIAMI FL 33186 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW 1002136 Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY LBT 3675361 BUSINESS NAMEMOCATION F & F ENGINEERING CONTRACTOR INC 13220 SW 132 AVE 5 MIAMI FL 33186 OWNER F & F ENGINEERING CONTRACTOR INC Worker(s) 1 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2014 3839736 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 Si •, TYPE OF BUSINESS 1yv GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR CGCO58750 $75.00 09/26/2013 CREDITCARD - 13-011139 This Local Business Tax Receipt only confirms payment of the Local Business Ten. The Receipt is not a license. permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT ND. above must be displayed on all commercial vehicles— Miami —Dade Code Sac go -276 For more information, visit w °a miemidade eogltRK01lector I 09/27/2013 03;42pm FRANKLI INS GROUP 3056755964 #047 Page 01/01 .4C L7� 6ATE(MMIDOrrn ,`.r.. CERTIFICATE OF LIABILITY INSURANCE _QM7713 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER Franklin Insurance Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8672 5W 72 Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR M(aml, FL 33143 ALTER THE COVERAGE AFFORDED BY THE PO ICIE9 BELOW, Phone (305)630 -3923 Fox (305)675 -5964 INSURERS AFFORDING COVERAGE i NAIC # A: WESTERN WORLD INSURANCES CO INSURED F & F Engineering Contractor Inc .INSURER 13220 SW 132 Ave # 5 INSURER B: INSURER C: MIAMI, FL 33186- INSURER u: INSURER E: _. COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INER ADD L LTR. INSRD... TYPE OF INSURANCE POLICY NUMBER pOUCYEFFECTIVE POLICY EXPIRATION DATE{N[fWWYY) DATE (NOnD)YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY NPP8030039 _1,000,000.00 0$!31/13 0$/31114 PREMISES Ea occu enceZ 80,000,00 CLAIMS MADE n OCCUR MED EXP (Any one person) ° $_000.00 A 2 Bi 1000 PERSONAL & ADV INJURY 1 1,000,000.00: I PO 1000 GENERAL AGGREGATE j 2,000,000.00; GEN'L AGGREGATE LIMIT APPLIES PERT PRODUCTS • COMP /OP AGG 1,000,000.00: V POLICY I • PROJECT LOC i PROFESSIONAL _INCLUDED_ AUTOMOBILE LIABILITY ! COMBINED SINGLE LIMIT ANY AUTO (Ea accident) -I ALL OWNED AUTOS BODILY INJURY L �.�:1 SCHEDULED AUTOS r petso) . I HIRED AUTOS L NON OWNED AUTOS BODILY INJURY (Per accidonl) i U ❑ r'ROPERTY DAMA(3h I _.... I (Per accuiem) ! GARAGE LIABILITY ( AUTO ONLY - EA ACCIDENT_ _ I I ANY AUTO I OTHER THAN EA ACC L..J 1.. ... ......... AUTO ONLY: AEG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE __ WI OCCUR CLAIMS MADE f AGGREGATE µ L DEDUCTIBLE C RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER 1 EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, descripe under SPECIAL PROVISIONS below J TORY LIMIYS ] ERH E.L. EACH ACCIDENT E,L. DISEASE - EA EMPLOYEE E.L. DISEASE • POLICY LIMIT OTHER ! OESCKIFTION OF OPERATIONS/ LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 FAX # 305 756 -8972 ACORD 25 (2001!08) QIF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE MAIKEL WONG 0 ACORD CORPORATION 19B8 07 -31 -2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/31/2012 EXPIRATION DATE: 07/31/2014 PERSON: GUERRERO FAUSTO E FEIN: 650689853 F & F EGINEERING CONSULTANT INC DBA F & F ENGINEERING CONTRACTOR, INC. 13220 SW 132 AVENUE, UNIT 5 MIAMI FL 33186 SCOPES OF BUSINESS OR TRADE: 1- CARPENTRY - DETACHED ONE OR TW 2- CLEANER - DEBRIS REMOVAL 3- MASONRY NOC 4- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05t14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05021, F.s., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 9 EFFECTIVE: 07/31/2012 EXPIRATION DATE: 07/31/2014 PERSON: FAUSTO E GUERRERO FEIN: 650689853 BUSINESS NAME AND ADDRESS: F & F EGINEERING CONSULTANT INC DBA F & F ENGINEERING CONTRACTOR, INC. 13220 SW 132 AVENUE, UNIT 5 MIAMI, FL 33186 SCOPE OF BUSINESS OR TRADE: 1- CARPENTRY - DETACHED ONE OR TW 2- CLEANER - DEBRIS REMOVAL 3- MASONRY NOC 4- LICENSED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.0504), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. CUT HERE QUESTIONS? (850) 413 -1609 * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Miami shores Y Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: W 5 13 '�- 2'0'-y Structural Critique Sheet Page 1 of 1 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: W :5 13 - 2 2,0'3' Structural Critique Sheet Page 1 of 1 r ( U L'L't *0 to S C) U D V-D ki A STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdi Asraf CONSULTING ENGINEER 1 OF 2 13220 SW 132- AVENUE, MIAMI, FLORIDA 33186 * PHONES: (305) 971 -0240 Subject. Windows Replacement to Mrs Marianne Cook Residence at 390 NE 105 Re: Design Wind Pressure Calculations For Walls WIND LOADS ON BUILDING COMPONENTS AND CLADDING BUILDING HEIGHT (FEET) (hz): EXPOSURE: VELOCITY PRESSURE EXPOSURE COEFF.(Kz) TOPOGRAPHIC FACTOR(Kzt): DIRECTIONALITY FACTOR (Kd) CATEGORY: IMPORTANT FACTOR (I) BASIC WIND SPEED (MPH): ROOF ANGLE (DEGREE) MINIMUN BUILDING WIDTH (FEET): ACTUAL BUILDING WIDTH (FEET): WIDTH OF PRESSURE COEFFIENT ZONE (FEEQ(a ): USE THE SMALLER OF EITHER: BUT NOT LESS THAN: WIDTH OF PRESSURE COEFFICIENT ZONE (a): gz-- 0.00256 Kz Kzt Kd 1!2 1, P= gz(GCp -GCpi) =66.64 PSf Fa usto E. Guerrero, P.E. �; r s horida • . Date: 9/19/13 AS MID -ROOF HEIGHT C .0-; fb]I i�t$'sseP�e 10 ELEVATION 0-15 FT • 015• • • i'"•j..•R !' • e`�� b'�,EIVS�+•, C�,Q �i HOMOGENEOUS 1.00 1.00 -Z $. ftE 50465 FOR BUILDING II • •• -. :A'BL% �J/O. •�.. n: . (HURR. PRONE REGION) 1.00 175 • • R: 'i AILE;6 -S • • , •�y •„ �' a ••• 101 U(NYRE� �ii •�� .4J/ 364.1 " 66.64 1.00 e ® +• � 54.64 62 .E 1.) 10% OF BLDG WIDTH: 6.20 S ♦ 5o � 2.) qF l[r) 05.20 3.) 47o BLDG WIDTH: 2.48 -0.18 4.) THREE FEET: 3.00 5.20 Extemal Pressure Coefficients, GCp _ Obtained from Equations for Gabl with h s60 ft See attached Table 2.4.3 lntemal Pressure Coefficients. GCoi Obtained from TABLE TRIBUTARY HEIGHT qz PRESSURE ZONE (PSF) (PSF) AREAS (FTS.) GCp GC pi REMARKS 4 &5 POS 66.64 1.00 0.18 54.64 66.64 1.00 -0.18 78.64 DESIGN PRESSURE 4 NEG. 66.64 -1.10 0.18 -85.30 DESIGN PRESSURE 0-10 0-15 66.64 -1.10 -0.18 -61.31 5 NEG. 66.64 -1.40 0.18 - 105.29 E- DESIGN PRESSURE 66.64 -1.40 -0.18 -81.30 4 &5 POS 66.64 0.98 0.18 53.31 66.64 0.98 -0.18 77.30 E- DESIGN PRESSURE 4 NEG. 66.64 -1.08 0.18 -83.97 <- DESIGN PRESSURE 15 0-15 66.64 -1.08 -0.18 -59.98 5 NEG. 66.64 -1.35 0.18 - 101.96 <- DESIGN PRESSURE 66.64 -1.35 -0.18 -77.97 4 &5 POS 66.64 0.93 0.18 49.98 66.64 0.93 -0.18 73.97 E- DESIGN PRESSURE 4 NEG. 66.64 -1.05 0.18 -81.97 <- DESIGN PRESSURE 20 0-15 66.64 -1.05 -0.18 -57.98 5 NEG. 66.64 -1.30 0.18 -98.63 F- DESIGN PRESSURE 66.64 -1.30 1 -0.18 -74.64 4 &5 POS 66.64 0.92 0.18 49.31 66.64 0.92 -0.18 73.30 <- DESIGN PRESSURE 4 NEG. 66.64 -1.04 0.18 -81.30 <- DESIGN PRESSURE 25 0-15 66.64 -1.04 -0.18 -57.31 5 NEG. 66.64 -1.28 0.18 -97.29 F DESIGN PRESSURE 66.64 -1.28 -0.18 -73.30 4 &5 POS 66.64 0.91 0.18 48.65 66.64 0.91 -0.18 72.64 <- DESIGN PRESSURE 4 NEG. 66.64 -1.03 0.18 -80.63 +- DESIGN PRESSURE 30 0-15 66.64 -1.03 -0.18 -56.64 5 NEG. 66.64 -1.25 0.18 -95.30 F- DESIGN PRESSURE 66.64 -1.25 -0.18 -71.30 4 &5 POS 66.64 0.89 0.18 47.31 66.64 0.89 -0.18 71.30 <- DESIGN PRESSURE 4 NEG. 66.64 -1.01 0.18 -79.30 <- DESIGN PRESSURE 40 0-15 66.64 -1.01 -0.18 -55.31 5 NEG. 46.38 -1.21 0.18 -92.63 E- DESIGN PRESSURE 46.38 1 -1.21 -0.18 1 -68.63 Note: According to FBC 2010 pressures shown in the above table can be reduced by multipiying them by the toad comnmanon factor of 0.60 (60 %). . . ... . . • ... •. •. . . . •. .. . . . • • . . • . • • WoM1 .1 PAD' Cpcn� ;Y DEPARTPIUM OF Rnr_mir..tTOBY AID ECONONMC RESOURCES (STR) : : ;1 26 Bites�,-P,.,, yo�m 2& BOARD AND CODE "AM SrRA1�ON DMSION •'T(786j 315- • 0(7� NOTICE OF ACCEFTAWS (N0A i ode aev/eeonomv Reo Window Systems, LLC • • • • :00 • • 9114 NW 106 Street ... .. MMedley, .sip . . . . . . • • • edley, FL 3311 O • • • • • • 000 • • SCOPE: This NOA is Ding issued under the applies a rules and regulations ons the use of construction materials. The docamentahm submitted has been reviewed and accepted by Mk =4)a& County RER - Product Control Section to be used In Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Aim. This NOA shalt not be valid afer the agavaon date std below. The ` -Bade County Po duct Control Section (In Miami Dade County) a or the AHJ (iin. areas otter thaw Miami Dade Comity) reserve the right to have this product or material termed for quality assamoo Purposes. If this product or material fails to perform m the accepted manner, the mamiaxunw win imw the, cEpense of suh testg and the AID may immediately revoke, modify, or suspend the use of such product or material within thew Jurisdiction. RER reserves the right to revoke this acceptanco, if it is determined by Miami-Dade County Product Control Section that this product or material fai`is to meet the requirements of the applicable burg code. This product is approved as dc9cribed herein, and has been designed to comply with the Florida Building Cade, including the H'iglf Velocity Hurricane Zone. DESCRIPTION: Series "'FA r -Guard 500# Oulswing Aluminum Casemexit Window— LJVLL APPROVAL ]DOCUMENT; Drawing No. WU--M find "S-5W Alum. Outswing Casement Wdtiv. (L.M.I.r, sheets i through.6 ofti, dated 02i2311 i, with reeisivn C dated 01/11'13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmail, P E., bearing the Ma m"E)ade County Product Control Revision stamp whit the Notice of Aeceptante nw*w and eWafton date by the Mimi Dade County Product Control Section. ]MISSILE IWACT RATING: Larger and Snman Mime Impact Reslstwd LANELING: Each unit " bear a Permaumt bdml with the manufacturWs name or 1090, ON state, modellseries, and faljowing event: "hiami -Dade County Prat Control Approved ", Mess otherwise noted herein. RENEWAL of this Nt3A shall be considered after a renewal application has been Mcd and there has been no change in the applicxible building c c& negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiratim date or if awe has been a revision or change in the materials, use, an&or manufacture of the product or proces& Afisuse of this NOA as an endorsement of any Wit, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any soon of tlmis NOA shag be cause for tcrmination and removal of NOA. ADVERTISEMENT: The NOA number prided by the words ' Dade County, Florida, and followed by the expiration date way be displayed in advetigug litetatnre. 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 mm anafaciurer or its distributors and shall be available for inspection at tha job site at the request of the Building Official. This NOA revises NOA,# 124)223.27 and consistsof this page 1 and evidence pap E-1, as well as approval document mentioned above. The submitted documentation -.vas reviewed by Manuel Perez, P.E. Eco Window Systems. LLC. . . •.• • . . •.• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NO TIM OF ACCEPTAKCE: E0_F2" &M- PATM.. •. .: • •: ••• s • •• ••• • A. DR GS 1. Manufacturees dui drawings and Sections. • • • i i • • • i • • i • • • • • 2. Dnwmg No . WI I.-A:% titled -S-5M Alm. Outswing CasEmMIffdSv.*.(C.WI .), >a . sheets 1 through 6 of 6, dated 02/23111 with rerun C did Alk f hl'3,•�repaered iay AI -FmoN Corporatim signed and sealed by Java Ahniad, P. B. Bt. TESTS 1. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforms Stag Air Pressare Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Mssite hmpact Tea per FBC, TAS 201-94 5) Cyclic Vi Leading per FBC, TAS 2,03-94 6) For+�d Entry Tom, per FBC 24113.2.1, TAS 202-94 along witfli marlaxt -up drawings and installation diagam of a cascmcnt window, pvparW by ffmicene Engineering and Tesb� Inc., Test Reports No- HM-10-3140, HM- 10--3141, HM --100 3142. i 1-10-3143 and EWn 10- -3144, dated 12129 -- 30/10, all signed and seded by Candido F. Font, P.E. (9ubmiked erNlJt 11-0 09.06) C. CALCULATIONS E. MATERIAI. CERTMCATIUNS 1. Notice of Acceptance No. 11-4624.01 issued to FJ.L DuPont IIeNe mour`s & Co., Inc, for their "DuPont Butack PVB Int+eriayW dated 09A WI 1, exphing on 12111116. F. STATEMENTS 1. Statement: letter of confimumm, ammplying with FBC-201 0, and of no financial interest, dated January 27, 2012, signed and armed by Javad Ahmad, P.E. (Submitted under previous 11O 12- 022.1.27) • • . 0 .. t,(,9° wBAT STi�N'q� Gtr • • • ..� I�� - 34rSr le tyA�s • age AASS .TY lcQ- cT�Axn SEMI-000 AWKI U 0JUMMO CASE CASME Jinrri0w APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y 9106 COMBINATIONS OF CASfMT /CASMT OR CASEMENT WIN OTHER WINDOW TYPE$ IN MODUM Of TYCO OR MORE WINDOWS USING MIAMI -DADE COUNLY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, . THIS itfiOAUOT HAS BEEN ItTNEO AND TO OOMpLY WITH THE REOLAWEMENTS OF THE FLORI SUTAN00 IRCLUCIdO HIGH VELOCITY HURRICANE ZONE (WH2). L tTo IM BY OTHERS. MUST RE ANCHORED PROPOLY TO TRANSFER LOADS TO THE SSIRIlCIE RE, ANCHORS $HAtI BE AS LUSTED. SPACED A$ SHOWN ON %AJa, ANCHORS IiMBEDMENT TO SASE MATERIAL SHALL BE aErON WALL ORESSiNO Olt STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN tN THESE OVALS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, '`#ATERIALS INCLUDING BUT NOT UNITED TO STEEL aFTAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAtt MATTt SHALL MEET THE REQUIREMENTS OF THE FLORIDA LIDO. CODE SECTION 2003.8.4. AATMt MQ LAM. GLASS e POINT LOCK vr�r. HEHtHr �', TvPlcal. EL�� UPTO 4 8 MAMUM DWON LW DATING = 70.0 PSF 1 Ana s�zw aw" OR SanLLtiR) — .76.0 PSF 44., lip! THESE YhNDGWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 4 ., SHUTTERS ARE NOT REQUIRED. q 5 PIA P& '70992 eerompbta. $iOflda BeRdiegCate y. Amp beta is 8 NOTE: y GLASS CAPACITIES ON THIS SHEET ARE .. I " drewtng no. BASED ON ASTM E1300 -04 (3 SEC. GUSTS) ' aoi Wl 9--05 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAGO -DEC -219 ahet:t i of 8 i WOOD BUCKS AND METAL STRUCTURE NOT BY ff40 WDw. MUST SUSTAIN LOADS IMPOSED BY OLASINO SYSTEM AND TR"FZR THEM TO THE SUILDINO STRUCTURE, =EIVAL , =QRS: age nw. roN 9rAmNa (FO-120 K91, FY•92 x90 Did, MUMMI U =2 (ru-t?? x91, "tan ga* INTO 20Y WOOD SUCKS OR WOOD STRUCTURES i -3/S' MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1 «1/4' MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY fLA SM = dR l"1N11 sQReWS (MIX 2 0) INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy M 36 KSI MIN.) ALUMINUM s 1/8' THK, MIN, (6083 -TS MIN,) (STEEL IN CONTACT WRH ALUMINUM TO at PLATED OR PAINTED) 012 sMs on sF tz ( I'm ON= WAX 2 CRS) IWO MIAMI -DAW COUNTY APPROVED MULLIONS (MIN, THK, ® 1/91 (NO SHIM SPACE) LYPtm ME OWAM INTO CONCRETE AND MASONRY ® 2' MIN. INTO WOOD STRUCTURE w 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CCNCRM AT HEAD, 9141. OR 4AMN No m 3000 PSI MIN. C -OD HOLLOW /PILLED BLOCK AT JANBs Pin m 20oo P81 MIN, 15 Ims 40 ffi f* aromng no. W11 -05 •j.. * I:- I 60, qw. Cjg I� M 10 R a . U PIYw PE'yy7�H92 1�3dll M& � caw. "sae no ,w-NO ' 1AN 5 013 . drowtng rro. W11 —OS sm � ILIA W k W -DADS CCUNIY APPRWEP *IW $12 °LPN AMC ANCHORS TYPIM e' O A pjP « A ,A• SEE EL FOR A41Nd a r4' ALT. I I 0 ail drawing no. W11 -05 • • • TYPICAL • • 4, a EE EU a. e•yd,.,• A ' •ee• • • • e •ALT. • •e•ee• • • un - sm � ILIA W k W -DADS CCUNIY APPRWEP *IW $12 °LPN AMC ANCHORS TYPIM e' O A pjP « A ,A• SEE EL FOR A41Nd a r4' ALT. I I 0 ail drawing no. W11 -05 • PART g I RFIHlITtf DES0mmoN NAM" mw- /su"uw/ I 6801 4 FRAME HFAD/811MMIll) 6083 -T0 - 2 M • • • Sao, i - 3 Frog AS RF38I. s • 4 E8o6 AS RED. 0"NO SM Mi. LAM, GLASS) W03-To • 4 •••• s • •,•e - u1J, • an AS MM $KOM - LL to= 4163 -T6 - 6 1 Ea98 WWRAL em-TA ` > , •gM, FRAME HSAD&LLlJA1d _ • • "'It] A1S S ,049 1.047 GLAZING BEAD CLAM. GLASS) .1� 1472 GLAZING BEAD ONSUL. LAM. GAS) .248 7} .120 .720 d G/ SNUBBER -.VENT a .062 .eao 4.61/ �. FLUSH FRAME ADAPTER 1.780 .493 .1 ..493 Q CORNER KEY 240 .120 1.288�� SNUBBER - FRAME hu PART g I RFIHlITtf DES0mmoN NAM" mw- /su"uw/ I 6801 4 FRAME HFAD/811MMIll) 6083 -T0 - 2 M 4 VENT 6063 -T8 - 3 Frog AS RF38I. 0LA7q 9041 W, CLASS) IDS3 -T6 34 E8o6 AS RED. 0"NO SM Mi. LAM, GLASS) W03-To - 4 no A9 RECD. "Am - aa:RT FULL Loom 6483-Ta - 4A I an AS MM $KOM - LL to= 4163 -T6 - 6 1 Ea98 WWRAL em-TA ` > 1 #10 x 1 -1/4' AG 00% FRRIAE A101 VENT mmy 99RLW8 - H vIH 5518 a I mm AS RECD. aULB 7R'ATNM11INW. WRiDttM N &WW= ULTRAFAa O 6003 AS ama. aLll" 4w ULR, , "m as BNJTOP UL'IRAFAB 10 1 . 4rm 2/ VSHT 4 RAFT 041, AT TOR ARO ATOM STEE T NIaTALL 0 14 X8/6 t08 it 1508862 1 AItRfi Pg911 LOixt 9:418M 12 - 116F1T HE6PB1 Rt - 13 » I NT 0thm! LAW 4 TR 14 my 9t. aT i8 20 4 EVe FLOBH PAW MPM 80a3 »Ta 16 3 A" SAO sm m HYWN L1kM 01A9Ti0O 17 9 It 1 -1 a' 91441E vH tog $HATE SOR6Wa - - 1d x 3 4 FH PAPS " , Pap$ EP�co AT 7-3 A" 0.0 48 - 1dT6 9ET11H0 3 la" 4' x 4 -.LOBO X16 EACH ER 811 20 FLB -60 .. ` aPAQEA - 1 " ... FRANx L05pE ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHM SMS504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. QMULE �TIPONT LOCK SYSTEM #13008.02 BY 'TRUTH' AT FRAME JAMB LOOK OPEWA70R #24.33,%X.004 AT 8 -1/2' FROM SILL FASTENED TO JAMBS WITH (2 #10 X 5/8' SMS. LOOK OAR SECURED TO JAM WITH LOOK 6UIOES #3348840,0001 SPACED AT 12 -3/4" O.C. MAX. EACH GUIDE PASTCN90 WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31884,82 AT VENT EACH FASTENED WITH (2) #10 X 9/8" P FH SMdS SEE CHART ON SHEET 1 FOR QUANTITIES 4 00 ST /ST HINGES #35.1100,400 BY 'TRUTH' LOCATED FASTtNEaAWTna (2) #10 X 618 " ^OPNPHSSELF DRILLING SCREWS oprisupt SINOLR/� M ROTO OPERATOR #92.13,012 BY 'TRUTH' LOCATED�T BILL END FASTENED WITH (6) #10 X 1' P PH US OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH 11W AKTI -SA9 SKATES VINYL ANTI --SAC SKATES BY 'M &M PLASTICS' (2j AT LOCK STILE AT 6 -3/4" FROM TOP /BOTTOM RAILS (EACHTF BOTTOM RAIL MRTH AT IV #110 X 1-1/a P FH SDS. 5 u i Q m g � W11 -05 .. • • ..a • 0000 •s s•. •a •.a • • •• ..• V e r 0 �15 s J Wo+7.�L droning no. W11 -a5 A go • • . • ...••• .... •• .a . . .• • •00.00 •000 •..• • . • •..• 00:009 0 0 ease • •• • • *sees: • 0 r 0 �15 s J Wo+7.�L droning no. W11 -a5 • ... MIAMIM:M 1l�AhZi;WE COUNTY NMI P►ITo�tTttot,l,%c`zYta►'� DEPARThUM OF REGUI ATORY AND FA30NOAHC REWMCKS (RER) � "$� 2b t,1$oM U BOARD AND CODE ADP TBAT ODN 23# MON ' •'f (786) Sig -254Q. • (78" 5 -'1„99 NOTICE OF ACC"TANCCE OAA wow guvfeconamv Eco Window Systems, s, J iLC • ° ° : : :0 0 :00 : • • ' • • 9114 NW 106 Street • • • • : • • • • Medley, FL 33178 .. .. • . . . . . ... SCOPE: This NOA is being issued under the ale rules and regula1ions governing the use of construction materials. The documentation submitted has been reviewed and accepted by Milani -Dade, County RER - Product Control Section. to be used m. Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid air the expiration date std below. The Miami-Dade County Product Control Section (In Miami Dade County) actdlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assunmm mss. R this prat or material fails to perform in the accepted mom, Ike mmufitchirer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use, of such product or material wig then - juns lwtion. RER reserves the right to revoke this acceptance, if it is determined by lfiami -Dade County Product Control Section that this product or material fails to cwt the requiranents of the applicable herding code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the nigh Velocity Ruixiewic Zone. DFSCRIPTIOM- Ste. "E 3W Aluminum Fixed Window — L.1tdL APPROVAL DOCUMENT : Drawing No W0920, titled "Eco -Guard Series 300 Alum Fixed WIN (L.M.I.) -, sheets 1 through 5 of 5, dated 43f23109, with revision C dated 01/1 1113, prepared by Al- Farooq Corporation, signed and sealed by Javad Algid, PX., beating the Miami Dade County Product Control Revision stamp with the Ne ice of Acceptance mind= and expiration date by the Miamiode County Product Control Section. AUSSILE IMPACT RATIlgG: Luge and. SraH Mmile, Impact Resistant LABELING:: Each unit mall bear a went label with the manulectunm's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. R MEWAL 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 performaum of this duct. URMINA,TION of this NOA will occur air they exphati ©3i date or if there has been a revision or change in the materials, use, andlor manufacture of the product or process. Mism of this NOA as an endorsement of any product, for sails, advertleing or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this KOA small be cause for termination and removal of NOA. ADVERTIS h T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration daft may be displayed in advertising literatcme. If any portion of the NOA is displayed, then it sal be done in its entirety. INSPECTION: A copy of this entire NOA ill 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 NOAS 1222 25 and consists of this page l and evidence pages B-1 and &2, as well as approval document mentioned above. The submitted domnantation was reviewed by Mangy Perna, P.E. ` NOA k ti.13- 020&05 t�lAhlt DACE Ex*atithn Date: June 17, 2014 - M-1 dal bate: ley O2, 2013 Page 1 .. .. . . . .. .. . . . . . . . . . . . Eco Window Sysi. LLC, NOTICE OF ACCEPTANCE: EVIIDENCE ��A+�TTTI� . •. ,; • • • A. DRAWINGS 1. iVlmdacturees die drawings and sections. • • • • • • *40 • • 2. Drawing No Wi9 20, tided"F p es-30OAh �'�;l w w..(.L .I.)V. sheets 1 through 5 of 5, dated 03/23/09, with revision C Mdxd {i1119.M, I4p by Al- Farooq Corporation, signed and steed by Javad Ahmad, P.E. B. TESTS 1. 'Test repot on. 1) Air Iiffidtratiotn Test, per FBC, TAS 202-94 2) U fom Static Air Pmsm Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 2102-94 along with installation diagram, of a 971/4" wide x 961/$" high F.co -Guard series 300 double fixed wow, prepared by Hmcane Engineering & Testing Inc., Test Report No: [9$- 2192A, dated Obg5 /09, signed and seated by Candido F. Font, P.E. (Nuhniffed rmder N OA#09.0413 0S) 2. Test reports ox 1) Large ale impact Ted per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation of a 97 I/4" wide x 961/8" Nigh. Eco -Guard series 300 alumimm double fixed window. prepaxed by Hurricane Engineering & Testing Inc., Test Report Ian. HE1- ice- 21928, dated OM --M., signed and scaled by Candido F. Font, P B. (Sr balled uaderIVO 09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2). Uniform Statk Air Pwmw Test, Loading per FBC. TAS 24294 3) Water Rc+e Test, per FBC. TAS 202-94 along with installation diagram of a 48 t/4" wide x 96 3W big ward series 300 altntnin nm circular arch top fixed window. premed by Hurricane Engineering & Testing Inc., Test Rqxnt No. 2193A, dated 01/15/09, signed and sealed by Candido F. Font, PX. (Sakdftd under NOA#"13.08) 4. Test reports am 1) Large missile impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation dim of a 48 114" wi& x 96 318" bigh Eco- [Guards 300 almumi m ciraAar arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HLTI- W2193D, dated 01115/09, signed and sealed by Candido F. , P.E. (S&hmA d underNOA 13—#8) 5. Test reports on: 1) Large A4issi l Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Prc Loading per FBC. TAS 203-94 along with. MstaUv&on dmV= of a 47 5/8" wj& x 96a high Eco-Omd series 300 aluminum triangular tap fixed window, prepared by Hurrimm Ens 'rig & Testing Inc., Test Report No. HM-M2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subut d ,9n OA 1P9 -d'413- ) Mannap E. P.rodud Confrol qer NUA No. 105 Exphstin Datc Jane 17, 2014 ApprwdDatc May 02, 2013 E -1 .. .. . . .. .. . . ... • . . ... .. . . ... &Off adaw Sys tea -. LLC. NOTICE OF ACCEUMCE: EVIDENCE SiiBA IT'i'.E . . • . �; • • • • • • 0 so 000 0 000 U. TESTS (cow 6. Test reports on: 1) Air Iuffitcahon Test, per FBC, TAS 20=90 i 000 i - • i - - . -o 2) Uniform Sic Air 1''�e Test, • pw C TAw202+9,4 �-s 3) Water Tes4 per FBC, TAS iHA - • - i i :o- . • along with installation diagram. of a 50 5/8" wide x 631/4" high Edo -Gerd series 300 aiummun fmd whulow, prepared by Humcane Engineering & Tag Inc., Test Report No. HM - 2195A, dated 01/15M, signed and seded by Caudido F. Font, P.F. (Sub ear wider NOM99- 9413.0V C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, del i)I/27/I2, primed by Al Farooq CmporaBon, sqped and sealed. by Javad E. MATFA AL CERi`MCATIONS 1. Notice of Acceptance No. 114624.02 issued to ELL DuPont DeNemours & Co., Inc. for their "DuPont SentryGhuS Interiayee dam M25/1 1, eqfiing on 01/14/17. 2. Notice of Acceptarm No. 1.1- 24.01 issued to EJ. DuPont AeaRtemo & Co., Inc. for their "DuPont ButavfteO PVB Interlayer" dated 09AWI 1, coq&ing on 12/11/16. F. STATENIENTS 1. Statennt letter of conformance, complying with FBBC -2010, and of no financial interest, dated Jam 30, 2012, signed and scaled by Javad Ahmad, P.E. (Submitted under previous NO M12-9223.25) G. OTHER 1. Notice of Acceptance No. 114M.25, issued to Eco Window Systems, LLC for their Series "M Ef.,O d" Aluminum Fixed Window — LILL, approved on 45/03/12 and expiring on 06/17114. 9 -2 • t --,.ate • Me +r • .osz • e..e eeeeee • • J iRAhIE H JAMS • eeee •e eee • .084 OWING BEAo 1.0701 .080 n ANCHOR COVER pwmlNuM Elm, 121DOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS It. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATION$ OF FOt./FIM, OR JIM WITH OTHER WINDOW TYPES IN MOfluLES OF TWO OR MORE WINDOWS USNO MIAMI -DAIS COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DEMON PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEBN DESIGNEA AND Tir TO oOMPLY WITH TT��E tNEQWREMENTB OF THE FLORIDA BWAINO 000E IN HIGH VOLOCITY HURRICANE ZONE (H%ml WOOD sums BY C ETtB, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOia$ SHALL BE AS LISTED, SPACED AS SHOWN ON CETAR ANCHORS EMBEDMENT To BASE MAT$RIAL SHALL BE BEYOND WALL CDR SING OR STTdCCO. ANCHORING OR LOADM CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. TEATERIALS INCLUDING BUT 140T UNITED TO STE METAL SCREWS, THAT REOWREMENTS OOFT FLORIDA LDM ISS CODE SECTION 20Q 84ME FALS (SURFAC O&SS Z60- .Dlld,"tr D.LO. HKMT m WINDOW HEtOHT - 3.820° 01.0. WIDTH WINDOW WIDTH - 3.825" THESE WIIV60WS ARE RATED FOR UAROE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 4a 8 T drmMg no. W09 -20 •4 • • • • e• • •t • i /!fi �it.OLAffi • • • • 3/78° HEAT STREN'D. CLASS *00* • • • • 090° WTEtaAYER . e 090° INTEMAYER BUTApTf PY6 BP 4bom '. SENTRYOLAS BY 'OuPONT" ' • • • • . •. .. . • • i/16" ANN• , 3148 HEAT SIREN-0. MASS • • • • e • •t • • SIWOQNE S1W • OppH Q011 x•899 D 69B • • • . • • • • I • • • • . • ! ! • ¢ tit • 4 1 m i j e • • • • • i 0 • I I s • • i II •• I I • • : ,I ITS % t -114° $id8 X 1 -1la 8NS ^-" AT 3 -f�d FROM AT 3-1( FROM 00 AND 10 C.O. MAX. AND f0 D.O. MAX .&W TYPX 'C° WMIS TYPS '0' GLAZE( OPTION W. WAND WIDTH_ WINDOW WI TH I I I 0-- i ; WINDOW WIDTH_ WINDOW r I I I I y I L J DTH WINDOW WIDTH MDOW WIDTH tin I I - - .� I i I I ail L J D 8Y INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS [KF BLE LOADS FOR ALTERNATE SHAPE$ AS SHOWN ABOVE OR SIMILAR CAN Be IN DOTTED LI NES AND OBTAINING ALLOWASLE LOADS FROM THOSE SHMES. DESION LOAD CAPAMYY - PSF �4u el Dmam LOAD OPACITY - PRF NDVDOW WITH LEN DIMS. M (L) OLABS TYPE EXT.( +) 'C' f NL(-) OLM TYPB EXT.( +) °D' INT.( -) EfNDOi4 DIMS. WIDTH (Y!} LENGTH (L) OLA88 TYPB W.( +) 'C' INT.( -} GLASS TYPH 'D' EXL( +) iNL( -} $$ r �y -4 ^•jy 24° 30. 38" 42" 48° 84. 84" 68 7a" ° 7 &0 $0.0 80.0 90.0 28 -i/2" 37" 83 -1/8° 74" 78.0 80.0 80.0 90.0 90.0 90.0 q0A 78.0 .80.0 PAO 90.0 7 &0 80.0 80.0 7 &C 80.0 80.0 90.0 78.0 80.0 80.0 ROD 90.0 711.0 80.0 80.0 80.0 900 904 28 -t/2 37° 83 -1/6 74" 38»3/8 78,0 800 800 90.0. 90.0 90.0 9d. WQ0l0O Solo 7 &0 �.0 eao 00.0 90.0 lab Sod! 40.0 no 60A 78.0 80.0 8019 80.0 solo a$ -f/2° 3T' B3 -I/8° 74° 60 -9 /B" 79.0 solo 809 900 80 9 90.0 O aa• 3p8"" 4a° 46" 04° 80° 88° 7 4s• Bp p 9d.D 78.0 -S- 80.0 800 78 800 B.A 90.0 719 7&0 79.0 800 9C.0 Solo 900 714 711 86.0 78.0 tSAA 90.0 a8-f 2 17° ISI-I 8" 83' 78 d �A BtLB polo 90.0 90.0 78 0 Solo ffi0 0 a0 0 7e. BOA 0 78.0 80.0 Bo.O 90.0 97.9 lab q � (Q� W A�yC CL w pl 786 A 0 eOO 2a-772- 37° 83 -1 Ir 78 79.G 800 99Q 90.0 polo 9Q.4 78.0 80.0 Bo,q 90.0 78.0 87,9 Bolo �lo 7 &0 70.6 Solo 9 0 69.0 24° 19" 38" 42° a3• 84" $0" 00" 72" �. 78A 78.0„ 00.0 an solo W • �%%% �y�if�j'��I pp pp ��ap�EN��TEE YEfTI10�LYO NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 --04 (3 SEC. OUSTS), n¢ef A PItODU4°! N8YlBDO OML fig mm140"sWfthMeBW 6 2 13ei1dlagCa6 ' AcaeplwwvNo O F3gdtefWntl O p '4 @ 2V tmnt e e iu uo1Cp 1 J ' - 80.0 no 90.0 760 80.0 9A.9 ODA Yelp $ &0 80.0 90.0 78.0 BqA 84 0 so, 80.8 94.1 80.0 90.0 80.9 80.8 64,$ 60.0 90.0 84.9 a0 0 60 4 BD.a 9a 2 80.0 Solo a4" 30• 38" 42" 48" 84• 80" 7$" 78.0 oD.O 80.0 00.0 79.0 $o.0 40.4 90.4 76.0 solo 80.0 60.0 94.0 76.0 76.0 WO 905 a 78 8 solo as eels 9I.3 Solo solo 60.8 84.2 90.0 24" 30" 31° q2' 48. 94" �" 7819 �}A aD.O 754 . 80.0 Solo 90A 90,0 78 41 �A 70.0 ODA 70.6 e04 606 8&6 eD.B S44p 900 64.3 843 004 90.0 ab° 30" 38" az" 48• SB' 794 40.0 a0,o M solo 78.0 900 90,0 74A -ImiO 98.2 904 ODA . 90.0 84A sole 04.6 40A s m u � 86.6 809 smo I 9"r $ g 5 24" 30° 38° 42" 1oa" 76.0 Sao 60.0 90.0 78.0 0Q.0 BOA 90.0 74.8 74.8 Bolo 90.0 61.a 61.9 80.0 90.0 24' 30" 38" 120° 7 6.0 solo 80.0 80.0 90.0 715.0 80.0 Solo drawing no. WO9 -ZO 74.8 74.8 80.0 90.0 sheet 2 o $ • • • • • • • � WACO • o • • • WOOD i� • SEE M INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN, PENETRATION INTO WOOD ' I-�1/0 MIN, EMBED INTO CONC, OR MASONRY d 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3 4e a& TeKs ea SEig I Iro sQ= (WADE s on) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI M"-. ALUMINUM t 1/8" THK. MIN. (8083 -TB MIN.} (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 11 d &MA CIS IRIS' 1441 -lba 4vt 05 (GRADS 2 cm INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m .080" (NO SHIM SPACE) TYPICAL ME D15TANCE INTO'CONCRETC AND MASONRY w 2 -1/2" MIN. INTO WOOD STRUCTURE p 1" MIN, INTO METAL STRUCTURE - 3/4" MIN, CONCRETE PC v 3000 PSI MIN, • B ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER, m • • • • • •• 2 •• I' CAA. 98 No • • AAiwm .ePmdacl ACING WOOD BOCK FOR SPAC SPACING • s ••o '• •o li I, •. ••: is tt I t _4 I 41 .e . o . • ad •d. m. 1YPICAL ANO a SEE m". F SEE CZV Q APPROVED ANCHORS SEE z 0� drawing no. was -2a WOOD BUCKS AND METAL STRUCTURE NOT BY =0 WOW, '!`YPICAL MOM BEE ELEV. FOR SPACING MUST SUSTAIN LOAD$ IMPOSED BY GLAZING SYSTEM 11114" tn TAPt10At g'/.._M9 (Fw120 K91. 17q.92 xm) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN, PENETRATION INTO WOOD THRU ISY BUCKS INTO OONC, OR MASONRY I-�1/0 MIN, EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC, OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3 4e a& TeKs ea SEig I Iro sQ= (WADE s on) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI M"-. ALUMINUM t 1/8" THK. MIN. (8083 -TB MIN.} (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 11 d &MA CIS IRIS' 1441 -lba 4vt 05 (GRADS 2 cm INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m .080" (NO SHIM SPACE) TYPICAL ME D15TANCE INTO'CONCRETC AND MASONRY w 2 -1/2" MIN. INTO WOOD STRUCTURE p 1" MIN, INTO METAL STRUCTURE - 3/4" MIN, CONCRETE PC v 3000 PSI MIN, O -GO HOLLOW/FILLED BLOCK Cm m ISOO PSI MIN. B ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER, PR=cy�r maw FIA PS�70S92 Hi�let�ilgt-cbBawlElthvPlarlda CAA. 98 No C Dw TMCAL ANWORS SEE AAiwm .ePmdacl ACING WOOD BOCK FOR SPAC SPACING z 0� drawing no. was -2a 1 PART � RBOO. •R80RIP'FIOiI MATERUL Mm. /9UPPLIRR /R8]1 m F"0090 2 FFC- /SILL/JAMB Boss -TB - 2 FY302 i-M. - 7 /tr BLABS sos3 -re - 3 FY303* AS W= MOM f4�eR 6063 -T8 -- •: • £205 • • AS I QP. 0 me NEOPRENE ik.YRAFAB •f• t IPACER - t/W NOR SIUoM FplJpt LONE 1, x t" S FRAMB ABSfF:FRY SCREt78 CFaB ON OMS 7 F0120 q - 6lAUAS R IBM -r0 g1PloNAL _. •• •.• •• DOOO 100 . RECT. OR SQUARE WWDOWS `, i1Ij1 l� CIRCULAR WINDOWS At a J WeR CORMERS Z � ME PRODUCTRaa► W as amdAYkB with em Ptodda Am DO r MI Prafct droving no. 15 W09 -20 sheet 4ot • • • • • •i • • • • • • STRUCTURE • • • • • • • • • • • VSZEE Opy ANCHORS TMCAL ANCHORS MIAMI —IUIOE COUNTY APPROVED • • • , . , Em. FOR SPACING SEE ELEV. FOR 9PACttiO MULLION &MULLION ANCHORS • ' . n - s • n ' • SEE SEPARATE NOA I!MY�1 • •0• • as I 0000• $ • • 0000•• 0000 • •• ••• • • • • 0 0 0 0•• 0 • SEE &LE TYPICAL FOR SP�NG C 1/4° MAIL ' ALT. p� ^ Wm TYPICAL. ANDkORS SEE ELE.V. FOR SPACWO a :� 'rte' ' ... • 6G � V ALT, T ION - DEWIS REM FLUSH nAKE ADAM PRODUCTR1iVISSID n CIVIL Aa umPl �pgg� cyt��vilholl�tAn �' AaCemOwn d D dF $ •� Si�ELEV FOR S ACWO YYO.G—"GU sheet Sot .. • 4 4.V MIAMI MIAMI DADS COUNT M .; $RODUCTCOVTROLJSKC"ON DIRPARTM04T OF PERMTING, MVIRONMENT. AND REGUILATORY ; : ; U MSV IS RoW208 AFFAIRS 09MA). 9:0 : • t1or1 if 317'3 -2474 BOARD AND CODE AD TION DIVISION T tMfi) 3M2M F ('ice 31SI599 NOTICE OF ACCEPTANCE PLOA VVWW, PGT Ii .'�; • • • 170 Tecknufogy Dive, North Venice, FL 34275 060 00 ScOis: This NOA is being ism under the applicable rules and regulatiow wverning the use of suction materials. The docame ntabon submwed has been reviewed and eocepted by Miwni-Dade County PERA - Product Control Section to be used in Miami Dade County and osier area where allowed by the Authority Having Jurisdiction (Alm. This NOA shall not be valid a#bar the expiration date sued below. The Miami-Dade County Product Control Sections (in Miami Dade County) and/or the AHd (m areas other than Miami Dade County) reserve the right to have this product or material hmftd for quality assurance purposm If this product or material fails to perform in the accepted marrow, the mangier will inter the - expense of such testing and the AIU may innuAiately revoke, modify, or suspend the use of such product or material within thew Jurisdiction. PERA reserves the right to revoke this acceptancc� if it is daterm mil by Miand -Dada County Product Control Section that this product or materW fails to meet the requirements of the applicable budding code. This product is approved as described herein, and has been designed to comply with the Florida Building Co(* including the High Velocity Hurricane Zone. DESCRIPTION: Series Tube AftWiten - LdMLL APPROVAL DOCUMENT: Drawing No. 630M titled "laga Reesistaint Aluminum Tube Muliicge. shuts 1 through 22 of 22, prepared by menufactww, dated 08M111. signed and sealed by AnAony Lynn Miller, P.E., bearing tiw Miami -Dade Comity Product Control Revision damp with the Notice; of Acceptance number and expiration date by the Miami -Dade County Prat Control Section. MISSILE hIPACT RATING: and SmnH Affsafle Imp ad ResistaBt LABELING: Each unit shall bear a pe rnme nt label with the manufaduner's name or logo, city, state, model/series, and following staternent "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered atha• a renewal application has been filed and there has been no change in the appli ble building code negatively dktmg the perm ance oftbis prod, TCRIVDNATION of this NOA will occur aftor the expiration date or if1he m hu been a revision or change in the materials, usc, andlor manufacture of the phi or procom K== of this NOA as an endorsement of any product for sales, advertising or any odw purposes shall automatically terminate this NOA. Failure to comply with my section of this NOA shall be emm for termination and removal ofNOA. ADVERTtsEMemn The NOA number pry by the words Miami -Dade County, Florida, and followed by the a xpiratior date may be displaced in advertising thaniture. N any pardon of the NOA is displayed, then it shall be done in its INSPECTIQN: A copy of this entire NOA shall be providesd 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 reoses XOA # 1 19 liS and consists ofihis page l and evidence pup B-1, as well as approval document mentioned above. The submitted documentation was reviewed by Maur d Pe rer, P.E. NOA No. 11- 0922.Q1 Expiration Het May 26, 2016 Approval Date.- December 08, 2411 Page 1 Itlfdil8#r'leS • i• i• i i i i• i• N+UTICE OF [1LlsEPJLAt1M- EVIDENCE NA5t'1�D • • ••• • A. DRAWINGS 1. M=ffiwftw?s, (He drawings and sections. 4 0 'P 4, 2. Drawing No. 6300JR, titled `Resistant Al * • .jnj•, sffeets 1 through 22 of 22, preparwl by manufi tirerc:t ,cued 08121$, 'si'd &M Seale, ty Anthony Lynn Miller, P.E. 1. Tess reports on. 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Stec Air Pressure Test, Long per FBC, TAS 202 -94 3) Water Resist mee Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind P resm= Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202.94 Wong with markal -W drawings and installation diagrarn of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02{28 -11, and addendum letter cued 05 /05 /11, all signed: and sealed by Marlin D. Brinson, P. E. (S #A=wed msdmpreviota NOA #M-019.05) C. CALCULATIONS 1. Anchor verification c aladations and sbmetund analysis, corriplying with FBC -2007 and FBC-2010, prepared by maar*ebjm dated 09I20/11, signed and sealed by Anthony Lynn Millet, P.E. D. QUALITY ASSURANCE 1. Miami =Dade Department of Peanitting. Environment, and Regulabory Affairs (PE-RA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEME.1" TS 1. Statement letter of confor ce with the FBC 2007 and FBC,2010, and no financial del Jbw 06. 2011, signed and scaled by Lynn =, P.E. 2. Proposal # 10- 10170 -R Issued by BNC to PGT Industries, dated 01107/11, signed by IshN L Charda, Product Control Examiner. G. OTHER 1. Notice of Acceptances No. 10-0819.05, iwaed to PGT Industries, for their PGT Series Aluminum Clipped. Mullion — L.M.L, approved on 05/2681 and g on 0 126/16. 4 Perez, PA Prodnet I Exstminer NQA No. 11 -OM.01 Expiration Date: May 26, 2016 .Approval Date: Desmber 08, 2011 � -1 8(J�i IF PR ALL LOCATIONS REQUICINQ • • ON4M CT ORJ� D SMALL • GENERAL-NOTES.' IE Mlh°ACT•RRODUQI S • 1) DETAILS SHOWN ARE FOR THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a • • FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE WNtEJaat, NOWS" «"." '" lit, • • • • s EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2x WOOD SUCKS IF USED, HLBVfaTI� •f8........,... «.,« «. «..«....1 Q • • • • • MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL TO BX V=lx «.. « ». «. »» ¢ c •MULINDNS • N�gDTHFOROMIALMUIL ARONT SIDE ML4-4TOIX&MAOONRY «« ».«, »3 �}Ap 3 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE NULLED UNITS. MULLIONS MISTAU AT10N NOTES,.«,.., ..... I � 4 **000 • • • • / • o H� B LAR HAVE SEEN TESTED A$ "FREE-FLOATING" AND DO NOT NEED TO BE mucTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULE. TO MASONRY.. «. « «« ».« «« $ • '° • / eB a NOT HAVBA GAP OF MORE THAN 1l4° FROM THE CLIP. mm Tp S'fm STU61...»« «« .... $ • • e • • • � MULL TO MULL«. «,« «. «. «.« 3 9 • i�i"� *� ♦ 9)) TWO ANCHORAGE, METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE WINDLOADB CORRESPONDING TO THE REQUIRED ALT00 TATO C ;! • • • 4N�� DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEPLEOT NO MORE THAN UlK THE I/$ $TREE$ IdCROA$B WAS NOT USED SAY MULL 418TAUATM.,,, . 4 •s • c • POO • • i • • �� IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOODSOR$WS. 1 X 2f 49b MULL 1�4PsECgB«, ».$g • • f� • Al 4) PROPER SEALING OF ENTIRE ASSEMBLY is tmO RESPONSIBILITY OF OTHERS AND IB BEYOND Tim scope OF THERE 1 x P.74 %.STIR biM L SM i / INSTRUCTIONS, 1xld.7$XJRMWLS «$ do B� ! • •�� I Isis• • / I 1 I %a118x,$ooNild+SPE�....�,$ _ 1 pN�a S) USE THd COMBINED WIDTH OR HAIGHT OF ONLY TWO AOJAO�N� FENESTRATION P TO DETERMINE PRESSURES AND I xt 4 iXl X378 MUL SP ®g« « «.w «11 i 1 SHSST8it1 ANCHORAGE FOR THE COMMON MULLION, $RE EXAMPLES 0 THIT SHEET ANDS 21. FOR Mla7.Tln E UNITS GONSID&R I.Ba x all x M MUU.SPEft..12 1 % e ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGS TABLES, THE LOWEST DESIGN R X 4 x.B$ MU44 SPBO L .« 13 HegFI�pH1�r PRESSURE OF MULTIPLE MULLIONS OR FORMATION PRODUCTS SMALL APPLY. 9 R8 %�1�1 X,1� B«PWSRB � 14 HQRI ITV S }WHEN FMpgJG YOUR Si+:$ IN THE MULLION TA04M ALWAYS ROUND UP TO THE NIOCf SIZE BROWN ON THE TABLIB(8) K 8 4 Y D LL SSP M.0 IT LL All& U AII641QN8041PDI+I�tSIGNB « IBS! r n ANCHOR EMISSDMEINT TO BASE MATERIAL SHALL SE BEYOND WALL bRe$SWG OR STUCCO. WOOS BUOXS SV OTHERS, MUST. BE ANCHORED PROPERL�+ TO TRANSFER LOADS TO THE STRUOTURB.ANCHOR$EHALL 09 COATED OR OORMO$ON RESWANT LOACiNX9 BILAMFLeB.« «, »« , «, «« . BB AS APPROPRIAT& F01i MTRATR MATERIAL. DISSIMLM MATERIALS $HALL BE PROTECTED AS REWIRED TQ PR N" I REACTIONS. PR�o�lme Y 8) REFERENCE: TOT REPORTSt PTL•8443, ELCO ULTRACON/AGGRE•GATOR NOA'S; ANBUAF$PA No$ FOR WOOD CONSTRUCTION; BBOFANYTYPB. MlteTSB ADM•ALUMMUM DESIGN MANUAL e S) MULLION$ AND OLIN HAVE BEEN DESIGNED B TESTISD TO COMPLY WITH THE RMARIMENTS OF THE FLORIDA BUILDING C= AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH ppp,e�rT PG 1•APPROYED FENESTRATION PRODUCTS HAVING CUFRENTAPPROVAL$. � L 10) BM8QT843 MULLIONS ARE IN COMPLIANCE FOR USE IN THE NVHZ LL L L"Im --237— INBTRUtSTXINBs ADDITJO�A}��8 OP M4!L4,OONPtGl��R1:T10N�t � L N®TH I"` I"""'OPi3NNt0 tNIpTF1 —+1 OILOMpt� NEI �, � %� 7 SINGLE MULLION SINGLE MULLION ""\ SBB t�RREBPONDINOOETAILB FROM FIGURE I ABOVE, �- °- HORtL, K" LBIRi "N 1 MULTIPLE MULLIONS 1) DETERMINE THE IPLBIMN pR $t RNUIBIMMU LBSJPTII FOR THE OPENING U$WG THE ASO$7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL PIT THE DEPTH OF THE FENESTRATION PRODUCfl"8 CRAMS DEPTH. 11) REFER TO SHEET 28 TO NTO MMIE IF THE WIND LOADINGS WOTANGUI,AM OR "TRIANOW ARffRAPU°ZOIDAL °, 4) FMD THB OHO MUU ICXN 8xxN CAPACITY lLBBIFTT81 PROM TABLES 1A THROUGH 1$A, ON $HENS 8 THROUGH 17 RESPECTIVELY, SING THS MULLION TYPO, LENGTH Wdp OPENING WIDTH OR FIGHT (blPENMING IF THE MULLION 18 SPANNING R RTICALLY OR HORIZO ONIN 1 : OBTAINED SHALL MEET OR EXOBHO "Ill SIGN 9 IMM 8) FROM THE SAME TABLE =0 IN STOP 4) ABOVE, FIND THE VALUE IN THE NeXT COLUMN D THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SU$STRAT'8 BY THE ANC H A THIS MULLION CAPACII Y. 8) PROM THE ANILtHOR CAPACITY I BST TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORISUBSTRATE /ANCHOR-CLIPNATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 18 MOT, 7) IF THE 1. ulel AS= 1 OBTAINED IN THE TABLE IS HIGHER THAN THR i REOUIf1BMENT tlEB/FT+f FOR THE OP O °ANCNCNt CAPACITY ADJUSTMENT FORMULA AIN THE LOWER ANCHOR CAPACITY RE421RED, WITH TWO VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE S) VERIFY THE DESIGN PRESSURE RATING (L Wl-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MILLER OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ENE TI DUC7ASSEMBLY. S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ,p"G6N*4S ��'j3 •' � STATE 11 • A. L" FL 41 q 4 0�• ,•a a, 4 EXTERIOR "d a o D AIL B: MULLKNII ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 q A4 4 qA •, 4 a t CAP,•+ =L TYP. ANONOq MAKOHM •�J� • • • • • MULLuft"WOOD BUCK • �yg, • • • OR,W000 FRAMWT • $ s... (OFF. �'T OLIp s3H0 8 7 1MM09 ••••• •••• •• •• ANC® 8� TAe�s AAR1 • 116100 Pr; .h „- ! .l ATTAQ8b11NT At1f� QTbg9R9 =Namt sy Yi , e, • i.a �' • • • • • 6'PANOARD .,,'. •;`r(f a, t•F:; •° • � i;i•• ;r:t'•�,'. :� *it ..., Y� MM 917 Km COYQRBs OR am , .. ' ,.. ,,l.. FRONT VIOLA I I FRONT VIBW 41 q 4 0�• ,•a a, 4 EXTERIOR "d a o D AIL B: MULLKNII ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 q A4 4 qA •, 4 a t CAP,•+ =L 1NSTALLATICN NDTES; 1) ANCHOR E OEDMON T TO BASE MATERIAL SHALL EE EBYOND WALL DRESSING OR STUCCO. 8) CtUMITITY OP ANCHORS AND MULLION 61x0 SHOWN ADM ARE FOR PICTORIAL REIPtE SENTATION ONLY. 9EQAUSB THE ANCHOR CAPACITY IS ONO PARTLY ON THE ANCHOR TO ANCHOR DjSTANC% THE CORRECT FOLUDMNG SHBETB FOR LOCATION ETAILS A-C, SM46RR M STANDARD RR IORR CUP MAY gE USW. THE 3) ANCHOR HEAD TYPE MAY SO PANNBAD, HE11 WD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SIDE DETAIL C, SHEET & 9) FOR MASONRY APPLICATIONS IN MIAM4DAM COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULfRACON OR ELOO 114° S.S. AGGREGATOR MASONRY ANCHORS. b SIR OF A 1.4l1A1AR, P.E. FL P.E.N 9870E TYP. ANONOq MAKOHM •�J� m ovum �yg, aBT III-IN 8 7 1MM09 BQ9 7A9L@91 &101 " ANC® 8� TAe�s AAR1 116100 Pr; .h „- ! .l ATTAQ8b11NT At1f� QTbg9R9 =Namt sy Yi , e, ` C ''.I .,,'. •;`r(f a, t•F:; •° ... ;r:t'•�,'. :� *it ..., MM 917 Km COYQRBs OR am , .. ' ,.. ,,l.. FRONT VIOLA I I FRONT VIBW 1NSTALLATICN NDTES; 1) ANCHOR E OEDMON T TO BASE MATERIAL SHALL EE EBYOND WALL DRESSING OR STUCCO. 8) CtUMITITY OP ANCHORS AND MULLION 61x0 SHOWN ADM ARE FOR PICTORIAL REIPtE SENTATION ONLY. 9EQAUSB THE ANCHOR CAPACITY IS ONO PARTLY ON THE ANCHOR TO ANCHOR DjSTANC% THE CORRECT FOLUDMNG SHBETB FOR LOCATION ETAILS A-C, SM46RR M STANDARD RR IORR CUP MAY gE USW. THE 3) ANCHOR HEAD TYPE MAY SO PANNBAD, HE11 WD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SIDE DETAIL C, SHEET & 9) FOR MASONRY APPLICATIONS IN MIAM4DAM COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULfRACON OR ELOO 114° S.S. AGGREGATOR MASONRY ANCHORS. b SIR OF A 1.4l1A1AR, P.E. FL P.E.N 9870E •• •• • • • 1IULLIOI DAE ATTA *I% • RY WRUCTURE • Muux • • • • (STAWRIP SHOWN) 1 • I r�HgT$ r I • • • • • {88tAP1O8 V n . .q r- a6ap ,a 'eAlfaerT6. a MWA.7K8I E�9�TqQRQ�hri�y+`p, d.' 2�7.b1�.l.FS'0.4L 9 4 mw 8,7 N8100I�RBTB OR Qk01! SIDE vtm INSTALLATION NO SI 1) ANCHOR EMBEDMENT TORUS MATERIAL $HALL EE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION 60 SHOWN ABOVE ARE FOR PICTORIAL WROENTATION ONLY, BECALIBB THE ANCHOR OWAOM Y IS BASED PARTLY ON THE ANCHOR TO ANOHt t DIaTAN THE CORRECT � AND LOCATION OF ANOHCR$ MUST SE FOLLOW811 REFER TO THE TA61.6S FOLLOWING SHE FOR OETAILS A•1i, EITHER THE STANDARD OR tNTRRIOR CLIP MAYBE USED. 8) ANCHOR HEAD TYPE MAY EE PANHQAD, "WMAD OR FLATHEAD. 4) WOOD BUCKS ARS OPTIONAL, 40 DETAIL O, SHEET & 8) FOR MASONRY APPLICATIONS N MIAMI+CAOE COUNTY, USE ONLY MIAMWADE COUNTY A"ROVED ELCO ULTRACON OR ELCO 114"8.9. AGGREGATOR MAWM ANCHORS. DETAIL E: 12e"Mau MULLION TO MULLION INTERSECTION (U -CLIP) VAI Mg p 40-y �. dES: 0 NO 1) MAY BE INSTALLED IN °TEE° OR "CROSS" INTERSECTION$. 4y 2,} MAY SE INSTALLED HORIZONTALLY (9HOY�N} OR V&RTICALI.Y. MIT', U GL i9 DRAWINGS, SHEET$ 1$-20 a FOR CORRESPONDING MULLION. DUAILQi MULLION ATtACHED TO $TSSL STUD (STANOARC CLIP SH 1) FOR 9X WOOD -SAMO STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED, 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617, FOR QUANTITY OF SCREWS. t!i ,,�11111IIt!/�i >k ? No. 68708 ATE F StON A. LYNN ALLER, P.E. FL P.E.# 68705 . . DETAIL F, TAI G: DETAIL H: • • • • F 0 FIED�D MULLION CLIP ANGLE MULLION CLIP a" • • • i� 0 (F -CLIP BAY MULLION INSTALLATION • s • • • • • � { ANGLE CLIP) (ANGLE CLIP} �' • ®BE DHTA" 0 • • • TO 8 ADu Try W ORR W • O O • . • O O O 0 O 0 O O • . • • 0 0 P VI • • eH�nvs�.lzr TOP VIEW ' � *000 ... i. ! • . . : ANLLION 1 .. 11 _ 1 _ iYP.I�IOI N aLuee �+" 2W" r N=0 MA INIMA+LeTION. iN IS F: 1) DETAIL 1$ NOT APPLICABLE FOR THE BAY OR 1.28" X 2111° X.128° MULLION. 2) 886 t4aN 18-109 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 8) THE 8X8 CLIP IS NOT SUITABLE FOR THIS APPLrATION. I A. LYNN MILLER, P.E. FL P.E.# 68706 \HIIUI WOTEB M INBTAL,LATION QPT16N A 8 H ��, \rr� ©rl� qNS& '• �f r�'� 1) USE E ANOLE CLIPS PER MULLION ENO, CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) OCT B: 9$E TABLES 1 &11B FOR ANCHOR QUANTmES AND SHEETS 1&20 FOR HOLE LOCATIONS = * S N0 58705 - t 8) DETAIL H: SEE TABLES 128 OR 189 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. A. LYNN MILLER, P.E. FL P.E.# 68706 79 In its 1 14? voln NOTEI FOR THE WEST CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o MOM C00P J BB USED LIN PAIRS. FIGURE* PIGU" e: FIGURE B me - Iff- a o o _ 7 i ISO in RIT FOflIW44.fi ANCHOR CAP.,, OF" I j 8H8 SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2.44 FOR GENERAL INSTALLATION METHODS. tow �. 2) LINT AR INTE101UT1ON BETWEEN MULL LENGTHS AND/OR OPENING WWH8 I8 ALLOWASI.E. $) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, BOB SHEETS 18.,20. ALL MULLION CLIPS MAY SE FACTORY MACHINED AND �NTAIN UNUSEI] HOLES. HOLES MAY BE BILLED IN 2A DO' THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHtIET$ ism, 4) SUSSTRATESI CONCRETE SHALL CONFORM TOACS! 8Q18PECiFIGATWNB H041 OW APES tlPtOUI�FILLED '12V CONORE TE BL(#JK UNIT (CMU) SHALL CONFORM TO ASTM 0.0 . WOOD SHALL SE PRESSUR I AMTSD YELLOW SOUTHSRN PINE WITH AN SG OFQSL ALUMINUM SHALE. 9E -T'8 AND QE A MINIMUM CF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 83 AND 148" THICK (18 QAUGOy STRUCTURAL STOOL TO 8E AT 1° X r X ,128° MULL= LEAST M ,128` THICK AND A80. ALL ANCHOR$ INTO METAL $HALL EXTEND AT LEAST 3 SCREW THREADS WON ID THE ��A i YNN ir; to, $8705 i•,' , 8T 'TE OF ...... ION ` A. LYMN MILT R,Pa. FL P.E.# 88706 IMMIM mmmmi'mm NOTEI FOR THE WEST CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o MOM C00P J BB USED LIN PAIRS. FIGURE* PIGU" e: FIGURE B me - Iff- a o o _ 7 i ISO in RIT FOflIW44.fi ANCHOR CAP.,, OF" I j 8H8 SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2.44 FOR GENERAL INSTALLATION METHODS. tow �. 2) LINT AR INTE101UT1ON BETWEEN MULL LENGTHS AND/OR OPENING WWH8 I8 ALLOWASI.E. $) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, BOB SHEETS 18.,20. ALL MULLION CLIPS MAY SE FACTORY MACHINED AND �NTAIN UNUSEI] HOLES. HOLES MAY BE BILLED IN 2A DO' THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHtIET$ ism, 4) SUSSTRATESI CONCRETE SHALL CONFORM TOACS! 8Q18PECiFIGATWNB H041 OW APES tlPtOUI�FILLED '12V CONORE TE BL(#JK UNIT (CMU) SHALL CONFORM TO ASTM 0.0 . WOOD SHALL SE PRESSUR I AMTSD YELLOW SOUTHSRN PINE WITH AN SG OFQSL ALUMINUM SHALE. 9E -T'8 AND QE A MINIMUM CF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 83 AND 148" THICK (18 QAUGOy STRUCTURAL STOOL TO 8E AT 1° X r X ,128° MULL= LEAST M ,128` THICK AND A80. ALL ANCHOR$ INTO METAL $HALL EXTEND AT LEAST 3 SCREW THREADS WON ID THE ��A i YNN ir; to, $8705 i•,' , 8T 'TE OF ...... ION ` A. LYMN MILT R,Pa. FL P.E.# 88706 win ",161OWN OW I = 1 WX 1 341 1 #M4 I W24 I NA I 2M I W.N I W41 9 2&2 1 , 2N 1 34.1 1 210 1 a9,0 I = I 81.8 I 818 I 9SA I m 1 98.8 1 $1a A W 1 m lam 86,9 = $A 13N 8o8 9We 3$A 189 88,9 8� WNA 188 20A 890 98.6 188 a09 221 NJ JIM DNA 9 91,4 lid liaol = 98m 80.8 83.0 477 438 983 97.9 17D W1.9 8Bt WN.9 17N iNA 809 WLO 167 97.9 WDD t0.7 iN8 988 W9II 98.4 fW 1$8 90f Min 3Dm sm 18.8 132 144 is0 1 &0 1� 178 988 10A 189 144 95,1 10.1 108 99N �.$ 132 W0 DNS 17.7 122 43,7 183 184 1 1621 18.1 167 14.9 192 1&N in 14.6 137 ! I Anft, COP Pt thin ( .. Rr41tm'lypetp 3H&` ft UIN10N2 L 114" m L84"_ ! w , ! M7 m. I 1w e" u". URN FIGURE 41 FIGURE 51 FIGURE S. H-, o H- r 14Dm !1V"QNWWA6ITRADJ UMUNTFORMULAt ANCHOR RION t "ANCHOR CAP.., (DRw) X (W USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY MEQUIRED° OORREDPONDINO TO AN ACTUAL PR68SM RSQUDWA NT FOR THE OPIINING, WHEN IT 19 LOWER THAN THE MULLION CAPACITY (PROM THE TABLE) OF THE 86LEOTED MULLION. R WILL YISUO A MINIMUM ANCHOR CAPACITY WHICH MAY 1111 USED TO QUALIFY ADDITIONALANONOR OPTIONS FROM THE ANCHOR CAPAOITYTABL9. TALII.R NOTE& IyINS wNll tare FlmldO 1) SE8 9HEBT 1 FOR INSTRUCTIONS ON USIN(P THS TABLES AND $Mtt6T22 FOR INFORMATION ON LOADING, A + 896 SMELTS 2.4 FOR GENERAL INSTALLATION METHODS. "1 (•o` F" 2) LINEAR WT IRPOLATION BETW86N MULL LENGTHS AND/OR OP6NINGWIDTHO 18 AL.LOWASLS. SS S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR 6XAGT DRON9IONS, 911E SH" 10-2m 2A00^ 1 I I 1 I s I I ALL MULLION CLIPS MAY SL FACTORY MACHINED AND CONTAIN UNUSED HOLM HOLES MAY 9E DMIM IN THE FIELD FOLLOWING DINENSIONS SHOWN ON SHEETS 1640. �'� Apo !. . �� 4„tfiBN.^a8 '•,,'P /iii' d) SU68TRAT081 CONCRETE SHALL CONFORM TO ACI 901 V901FICATICNS, HOMOW AND QROWT•FW.ED 377 ' k OONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS 040, WOOD SHALL BE PRESSURE•TRIATED � � , N0.88705 YELLOW SOUTHBRN PINE WITH AN $Q OF 0.65, ALUMINUM SHALL BE MT& AND BE A MINIMUM OF .125° - s THICK. $TEFL STUDS TO SE A MINIMUM GRADE 99 AND . 040° THICK (18 GAU04 STRUCTURAL STEEL TO 86 AT 1° X r X .978° NULUON 1k LEAST .128° THICK AND AS$. ALL ANCHORS INTO METAL SHALL OMN D AT LEAST 3 SCREW THREADS BSYONO �'O : aw, 5 E (1 ` THS MATT VAL, jJO •, C . $10NAL,o A. L`INLWOU9R, P.E. FL P.E.0 88706 TABLE 3A ' •1►x�TBk �9Tube R la A9Qtrdbn see • •• •aa 86a'6 am was �I U I W to 1[1I mf 1• ANGLE CWP MUST BE US$O IN PA R8. PIGURE71: FIGURE 8: FIGURE (k T.ABLBN01148t 1) SEE SHEET 7 FOR INSTRUCTIONS ON USING THo TAB,$$ AND $HEST 22 POR WPowaoN ON LOADING, $CE $HEFT$ 2.4 FOR GENERAL INSTALLATION MOTHODB, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENPIG WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, POR EXACT DIMENSIONS, $BE 0EET$18.20. ALL MULLION CLIP$ MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY EE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 10.20. 4) SU�TRATE$t CONCRETE $HALL CONFORM TO ACI 301 SPECIPICAT�INB. HOLLOW AND Oi30UT F9 LED CONCRETE BLDCH UNIT (CMUJ $HALLCONFORM TO ABTM C-S0, WOOD SHALL $E PRE88URL 1'REATEI? YELLOW SOUTHERN PINE WITH AN 80 OF 0,88. ALUMINUM $HALL BE 80WT8 AND BE A MINIMUM OF.' W THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04$" THICK (1$ GAUGFj STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND A38. ALL ANCHOR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IT G i i i i lUmmIt- wANCHORCw--1 i A 0 1k ��F '• FLORtO�` •� Cj�'��` i,sS /ONAt A. e)Q M�I:LER, P.E. FL P.E.# 88708 K�rra� 3��!}.��;� 1• ANGLE CWP MUST BE US$O IN PA R8. PIGURE71: FIGURE 8: FIGURE (k T.ABLBN01148t 1) SEE SHEET 7 FOR INSTRUCTIONS ON USING THo TAB,$$ AND $HEST 22 POR WPowaoN ON LOADING, $CE $HEFT$ 2.4 FOR GENERAL INSTALLATION MOTHODB, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENPIG WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, POR EXACT DIMENSIONS, $BE 0EET$18.20. ALL MULLION CLIP$ MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY EE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 10.20. 4) SU�TRATE$t CONCRETE $HALL CONFORM TO ACI 301 SPECIPICAT�INB. HOLLOW AND Oi30UT F9 LED CONCRETE BLDCH UNIT (CMUJ $HALLCONFORM TO ABTM C-S0, WOOD SHALL $E PRE88URL 1'REATEI? YELLOW SOUTHERN PINE WITH AN 80 OF 0,88. ALUMINUM $HALL BE 80WT8 AND BE A MINIMUM OF.' W THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04$" THICK (1$ GAUGFj STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND A38. ALL ANCHOR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IT G i i i i lUmmIt- wANCHORCw--1 i A 0 1k ��F '• FLORtO�` •� Cj�'��` i,sS /ONAt A. e)Q M�I:LER, P.E. FL P.E.# 88708 TAM R AA millmimill -.0:::] Es 0 ANGLE GLIP MUST BE USRP pd PAIRS FIGURE't FIGURE 8: FIGURE & MUM= 1y SEE SHEET 1 FOR INSTRUCTIONS tlN USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOAD&+Iti, 8EE SH13ET8 2.4 FOR GENERAL pVSTALLArICN METHODS. E) UNBAR INTERPOLATION 69M EN MULL MGTHS MOOR OPENING WIDTHS IS ALLOWAELIB. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. $EE SHEETS 18.20, ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLSS. HOLES MAY 89 DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHIz M III -20. 43 SUBSTRATES CONCRETE SHAD. CONFORM TO ACi 301 BPECIFIOATIONB. HOLLOW AND GROUT -F0.LW CONCRETE SLOOK UNPf (CMU) $HALL CONFORM TO ABTM C40. WOOD SHALL SE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88, ALUMINUM SHALL 99 8083.78 AND BE A MINIMUM OF .12" THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUM STRUCTURAL STEEL TO BE AT LEAST . 128° THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FOmM- :} oANCHOR CAP. I'M THE "ANCHOR RESPONOINOTOAN REMmTFORTHE ER THAN THS MULLION .E) OF THE SELECTED 1INIMUM ANCHOR LBED TO QUALIFY ONS FROM THE i r 4 i V X 2.75 X.660' MULLION �,�'' •' �10�SF�' •,'P # : ,h 1 N0.88'708 �� '•. Sa it SSIONA L A. LYNIf iJ11LL'R P.E. FL P.E.# 88708 TABLE SA FIGURE 1 0 • TASL_AOTP.Sr 1) SSS SHM 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORM 7166 ON LOADING, SEI OIS6TS 2d FOR GENERAL INSTALLATION MEIHCDS, 2) LINSAR INTERPOLATION BETWEgN MULL UMITHS ANDIOR OPINING WIDTHS IS ALLOWABLE, S) MULUCN AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR 6XAOT DIMENSIONS, SIE SHOTS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINSO AND CONTAIN UNUSED tiOWSS, HOLES MAY SE Dmww IN THE FIELD FALLOWING DIMENSIONS SHOWN ON SHEETS 1&28. 4) SUISTRATSBt CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CON PON TO ASTM O•IG, WOOD SHALL BE PRESSURE - TREATED YELLOW 8OUTHBRN PINE WITH AN SO OF CAM, ALUMINUM SHALL. BE 8083-T6 AND BE A MINIMUM OF .128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046` THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST.? CK AND A36. ALL ANCHORS INTO METAL SHALT. EXTEND AT LEAST 3 SCREW THREADS BEYOND TERIAL THE MOMUTAt 9 a ANCHOR CAP. — AIN THE "ANCHO R U SPOWING TOAN IEMONT FOR THE Rt THAN THE MULLION S) OF THE SELECTED INIMUM ANCHOR SED TO QUALIFY )NS FROM THE y i i 'r i r mm * f No.68706 V OIt• , �1 �, /,,,S910NA1� �•�• A, LYNN IfIIL�?R, P.E. FL P.E.# 68708 A SE USED IN PAIRS. FIGURE 4: FIGURES, FIGURE 6- • LL—o—lo TASL_AOTP.Sr 1) SSS SHM 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORM 7166 ON LOADING, SEI OIS6TS 2d FOR GENERAL INSTALLATION MEIHCDS, 2) LINSAR INTERPOLATION BETWEgN MULL UMITHS ANDIOR OPINING WIDTHS IS ALLOWABLE, S) MULUCN AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR 6XAOT DIMENSIONS, SIE SHOTS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINSO AND CONTAIN UNUSED tiOWSS, HOLES MAY SE Dmww IN THE FIELD FALLOWING DIMENSIONS SHOWN ON SHEETS 1&28. 4) SUISTRATSBt CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CON PON TO ASTM O•IG, WOOD SHALL BE PRESSURE - TREATED YELLOW 8OUTHBRN PINE WITH AN SO OF CAM, ALUMINUM SHALL. BE 8083-T6 AND BE A MINIMUM OF .128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046` THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST.? CK AND A36. ALL ANCHORS INTO METAL SHALT. EXTEND AT LEAST 3 SCREW THREADS BEYOND TERIAL THE MOMUTAt 9 a ANCHOR CAP. — AIN THE "ANCHO R U SPOWING TOAN IEMONT FOR THE Rt THAN THE MULLION S) OF THE SELECTED INIMUM ANCHOR SED TO QUALIFY )NS FROM THE y i i 'r i r mm * f No.68706 V OIt• , �1 �, /,,,S910NA1� �•�• A, LYNN IfIIL�?R, P.E. FL P.E.# 68708 • • • • • • 0001111/9 8 (IOnrer4oel""m61O mtQQOwml r6081.4pa201E m"6o1m) ••• solo nm 6010 win 11m E1 12) h • raprnlmlA War - TM�O•np. Raale�mi4aa' - i 1M4R.12 l 60 • I080100 Wax" LO9414 4Ow _ Loaft Loft 6 00 = , -o, s• I iii '' - 0 -- w :•- f� 4941 110p 1jptl 494 A 7 ou 00 1100 488 Inc w 9700 $tl4 fTd9 010 170,01418 1 '0 401 ,0 1&10 1701 Mf 1 149 17 1 • 48M 170s 1p.0 1114 i - 1700 604 1740 OAR 170.0 " 1760 119 1/0:0 401 174,0 1274 170.0 817 118.4 low 1760 800 1M. 1- -19 0.424 61 1700 107 174.0 MO 0 9700 601 1704 1m 970.0 804 1T6d 1168 1TOb 704 41101 1184 170 W 141,4 1048 I70O 744 117.1 16004 17 • •MOt 1700 tBT• 70,0 899 +740 1704 401 1700 0190 9900 784 1844 Yf18 1744 403 1414 9148 1?00, 467 1986 1190 974.0 84O 1029 11 97 601E 11 7 701 ./ 170.0 701 140;4 1049 181.1 1061 199 1484 844 111.4 74608 18&8 481 100,6 100 160.0 741 80 1044 12 4314 1904 I MO 744 dl61 000 1968 818 1M.0 008 145,4 769 1164 99 141,0 98 HAD 0MJ 1914 704 907 882 114.4 784 70,0 000 I0 7214 1*1) 840 141 144 619.4 440 Isms 199 004 00 l i 0 708 449 40 004 480 764...90 1027 764 85.7 847 96 0 797 40,0 047 91 r� am W16 0 749 m 0 s0 1460 700 1161 947 184.0 784 9064 917 117.7 741 Of,O 97 04.7 Ofi4 BT9 444 _ Bi.7 O70 860 so 7I 70U 110,8 709 1509 846 040 784 im as 68,4 945 801 440 128 .144 6014 860 441 749 740 69tl 4iA 780 80.9 810 _ 40/ _ 780 7010 100.0 754 iliA 404 800 794 04.0 811 70,4 754 060 860 419 T9 744 888 48,4 794 0.1 909 49A 7�1 63.4 688 444 724 a 8010 ORA 60 71.8 446 400 50 MY 494 407 96 9,9 49 48.0 00 VA 400 089 bag 429 449 360 050 420 448 X0 048 to 0814 W.4 414 460 457 4714 474 40.7 419 40,0 474 40.2 410 44.9 448 90,6 408 01.8 470 MA 400 99.7 410 O9s 006 900 476 21 1009x '40,0 b7T 41.1 361 084 977 9A $34 It$ 977 90 090 502 317 90,0 W....024 477 •fo 321 201 1.791.. Ms 017 98.0 817 11 11110 9.1 887 87.9 O93 9,0 967 00,4 419 94.4 041 Ws 013 064 ON 94.4 800 90s 897 221 804 160 08'1 661 001 104 047 ti 1 MR �_rll, m 021 IT rpxmum P ANCHOR CAP.. THR "ANCHOR PONDING T- O AN n nxtarmn � waa gym. vu. r 1+wMxlp um uc waxa. x mR arx tvn Ern .. mA au1 xw1 rmn xvx w» nrx nrn. rvn iwraw� *;q Ow ` A 0 00q 43 -+� 1. 1 A I 1 IS NGTH F THE O T CLIP, USE THE SAME AN PATTERN D ANCHOR VALUES AS TB STANDARD CLIP, FIGU 21 FIGURE tit FIGURE 41 I11B(JRE( 8; F1GU B B a�i is o m 4 w o o • 0 0 • • • o • 1) BE BME4T 1 FOR INSTRUCTIONS ON USING THE TAMES AND SHEET 22 FOR INFORMATION ON WADI". BEE �� //, tee $"HEL'M'S 2.4 MA OENNAL INSTALLATION METHODS. �� .�`C�1 •:.tip 1 ° ° e ° ° o • ° ° • • • • ° • • 2) WNW INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE, 4A V �' i No. 68706 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO VALE. FOR V= DIMENSIONS. BEE SHEETS 18.2(X ALL =_ FIGURE e: FIGURE FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • FOLLOWING DIMENSIONS SHOWN CNSHEKT8I&M A"O�•. A it S • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT+IUM .128` �i��, •., f�ORtCP • �/_� • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL SE PRESSURE-TREATED YELLOW ittQ�+. SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BB 8083-TO AND BE A MINIMUM OF AW THICK. STEEL t N A ANGLE CLIP (FIGURES 898) MUST BE USED IN PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK 1° X C X .12V MUaN A. LYNN 10AR11I R,rP.E. AND ASS. ALL ANCHOR$ INTO METAL SHALL (EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FL P.E.# 88708 TABLE 7A 141.9 • • • Mdbn Oapa4W Table i e ' s s • • 3 xaa578 IM Wkn JIT4 on OPenbtg VI1081(tawr �!!I au8l0r•)arOl Mh♦ • �N lain 80N MN 84.1 1040 167.1 1187 u� 1264 1478 w L= tea 1470 147,11 411E 01.8 1478 1498 1104 00.8 1471 140.8 1101 I= IM 1*d0 1004 10gp A 100 117.0 401, -17M0 1188 1049 884 108) T 11*.0 08 170,6 MB 170.* 0 1700 008 720 818 170.6 1114 1, 8 • •4818 1184 7M 970.4 11" 174.6 6&! 17x0 884 4704 408 170.0 OM 170,0 ilia 170.0 M1 1704 1076 11 80.2 878 8089 140.0 w 1700 889 1 044 1700 a 470A 1048 97Mp 834 11•p.0 1100 1704 788 1720 1048 41 0 • 84N old ' ?114'a 018 748 1700 8F1 1TQ4 4118 170.6 794 170.0 1879 1720 aM 1704 1404 11 400 00.8 8001 170 ion 1704 7*1 78.0 4403 170.0 707 4704 iM 1744 819 1704 9417 170.0 044 174,0 186 17 400 • 4 0631n 170,0 890 sko 748 1v. 111 1700 W 1704 4808 170•* 040 170.0 4488 4704 1910 188,7 1818 11 478 11.0 BBN 9 ,tl 700 1704 1100 170.0 m 1188 1004 1720 1002 106.8 1478. ' 1700 1009 940,0 1418 1! 721" 170A 1088 1796 474 974.0 1278 17x0 1000 184.8 4080 1MA 4101 1084 1- m 4490 KM 117.0 I= it 7010 -1104 1100 970.0 997 140,8 1184 1894 1018 la" 1184 4MA 084 118.* 1104 CA? 878 N,7 - 1104 11 10N 180.1 1104 1720 007 180.4 1104 147,0 OM 1111A 4404 198.8 047 101,8 1184 1198 001 00,0 1184 4t 6001 9004..:044 414.8 784 801 044 00.6 74f 044 67.1 784 07.0 1144 793 718 80,1 044 ♦ 8618 801 702 61.0 880 442 748 774 860 MA 748 878 049 B7 741 00,0 Mt 44.6 787 8 1MN' 888 800 88,6 BM 829 Ob9 004 Bat 44.7 = 48.0 818 1&1 BM 41.4 806 08.6 800 9 11100 874 066 MA 600 480 MB 426 406 41,0 OM 40.0 467 090 MB 88.0 486 10.0 Bb6 12ON 408 478 494 408 084 470 Mp 400 fl88 478 93.7 420 *6 498 90.6 414 06.8 478 • .144m 80.4 480 10.7 MB 084 660 00.4 801 190 830 10.3 1F7- 19.8 m 11.0 -B4 mm m 1078 141.9 4811 1708 11188 JIT4 1848 I%# IUM 104,7 9046 187.8 1187 84.1 1040 167.1 1187 1148 1264 1478 1004 1100 409,1 1470 147,11 411E 01.8 1478 1498 1104 00.8 1471 140.8 1101 I= IM 1*d0 1004 10gp A 100 117.0 1000 1188 1049 884 108) 190.0 1019 004 90A 1404 407.8 082 7d,0 1184 87.8 1104 091 W 83.1 1184 60.,9 W 019 8'44 1104 00.8 W 6M 4104 80.0 4180 44.8 Mt 81.0 1404 80.2 878 708 44.4 1144 00.4 W •B4 044 84.8 1410Me 044 820 880 00.8 844 47.7 W l 44.8 740 428 014 07.1 102 40.0 748 004 pM 874 74F 81,0 004 408 81.8 W 844 408 88.4 400 00.8 OM 09b 472 10.8 6 14.7 408 478 FBA 860 01.0 467 84,0 8M 17.1 400 84.8 448 1 &C 50 81,4 448 440 ORS 478 04.8 404 OX 478 81.9 41'0 1 &1 461 144 478 11.0 M ANO OR CAPACITY ADJUST =W FO M LA (DIM)X MULLION B•i', } oANCHOR CAP. LISS THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESWI49 RBQUIREMSNT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABU OF THE SELECTED MULLION, IT WILL YI@LDAMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR OAPAOITY TABLE. .•.••••••� r..r .....„ �.... � w ..� ..�. u . ..+. ,an ,"n . wn Ivn INM h M'. MM. put RIM WM IYMi 748YIW _...4 1.... ( 8 M 0. A 1.. NOTES FOR THE OFFSET CLIP. USE THE SAMS ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURO 1: FIGURE 2: FIGURE 3 FIGURE 4: FIGURE 8 FIGURE 8 MU 0 0 17 ♦ o o ♦ 17 0 » • • ♦ ♦ 0 • 1) SOB SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHRST 22 FOR INFORMATION ON LOADING, SIX &HEBTG 2.4 FOR GENERAL INSTALLATION METHODS. 4.000" *�* �4,.• 6P19@ k o ° ° s ° ° o • ° 0 • • �. _ ♦ • ° ♦ • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH& IS ALLOWABLE. 66708 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR N)(ACT DIMENSIONS, SEE SHEETS 18.20. ALL = ? FIG. R& 6: FIG1RR S; FIGURE 7; MULLION CLIPS MAY 00 FACTORY MACHINED AND CONTAIN UNUSED HOLM. HOLES MAY BE DRILLED IN THE FIELD ♦ ♦ ♦ FOLLOWING DIMENSIONS SHOWN ON SHEETS 13.20. ,O TO OF • • s • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE �iO'�� ' .,?COR10P. { jiS� • ♦ BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRE81KIRE- TREATED YELLOW SOUTHERN Pm 376 �i�� SSA WITH AN SG OF 0.8& ALUMINUM SHALL BE 0083-TO AND BE A MINIMUM OF , 128" THICK. STEEL STUDS TO BE A MINIMUM -T /1111 0NA - Z. ` MOLE CLIP (FIGURE=S 888) MUST BE USED IN PAIRS. GRADE 33 AND 440" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND ASS. ALL ANCHORS INTO T METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1° x 4" X.378° Oil7LUON A FL P E.4 68706 TABLE RA • • • Nu Mon Cooso-fty Table ••• 0m1mWWMVot11at6b0 rodrfo mutlare)or Openino Hat ht(forhOti2oNe N muftm) • BOIM • BIXt 7010 1 8010 IqN IWN ... 77A[A 'I•IDN 100N 3.186 °i -. L aB • L4amnp LaadNO _ Waft RLOaft Looft Wa4t,V uafto lmAnO 1L0a•tq � L-ft Weft... 4L"ft Looft LotuIp t18i1•I19�16 +� �.. � � 8 �. y... � � � g �' � �' 88 � � � y� 4210 14019 1 0 4C8 o t7G0 046 1904 as 17W4 06 110.0 See Inc 1 016 1400 ilk I 170.4 I at 170.0 1QdR We Bit 17tl.0 1188 9904 099' 1400 rr28 1704 6dl 181.8 11� 1400 09t s a110N 111&0 708 170,0 892 190.0 680 140.0 get 140,0 082 Imo 880 Ima 1144 111 001 170.0 1970 170.0 097 190.0 1417 no 800 1098 tw 170,b s&1 181.7 IIke 1908 as 118,1 Im 1700 881 ,8#In IM4 47 1RL0 a s 190.0 0.41 170,0 t04a 118.0 ON 170.0 1100 1740 700 4740 1* 190.0 741 91.0 1480 1904 M IMA 10 170.0 780 Ims 1480 174,0 780 104;4 U00 1400 Im • SIN 1400 * 0 012 1140 801 110.0 9N8 174.0 744 910.0 1278 1700 809 1a.1 1898 190.4 467 1494 fain 1,, 848 1 0 1070 774,0 041 100.8 file 174.0 441 01.7 Isis 170.4 88t Win 990,0 1424 0 401 0790 ow Inc 709 100,0 Ila 1700 898 180.0 1100 104.4 800 12410 1188 18416 010 111.2 1144 180.8 812 00.7 1188 444.8 W 900 1100 184,0 W0 608 i9� 1496 000 • s N 170,0 200 1 0 906 88,9 loaf i7so 680 107,9 lost 1es,8 0 l a.1 1001 10.0 8A8 18&4 1M1 109.0 807 88.1 1441 190.1 688 811 1801 116,18 as a" 1081 1101 60 see test iim at 8814 14771 o! 0 7dl 100.1 a7 Y01,a 1164 447 1090 700 1094 887 i21,e 779 006 s61 1108 764 808 081 YM8 900 00.0 087 10 7� W4 089 8,0 140 012& 004 aAO 740 12N 990.1 800 10&2 000 149,8 804 4990 8ai 61.0 s04 141,8 047 44.4 801 814 800 718 BW 14,1 8tl0 044 801 708 844 446 ap4 704 044 400 400 608 846 4012 444 000 9444 144 9M 114.4 844 01 o 129 04 818 78.4 422 44,4 606 4 7411, . 98,4 403 80.4 4M 98,0 gas 41.7 %08 a,$ 800 48.8 790 88.0 690 00.1 lM 44.1 001 04.9 7M 10 W TON 701 R as 10&0 a - 400 me sm As m 78.8 67i 800 m 40.8 as a" 880 84.0 Ma as 048 44,1 060 40 Of 490 880 3" Ma 81.1 w 0t.8 068 80,7 as 9011 00,6 618 66.0 464 844 810 07.6 440 47.1 818 44,1 449 4112 818 499 404 44.0 611 40,0 444 844 018 87.4 M 99.6 610 901 414 204 616 808 W 44.8 616 44.1 404 M a 890 444 48 404 40,0 400 47.1 807 68,0 444 41.0 001 820 4 "A 20 _600 446 bdb 914 M 480 044 014 RAs 410 208 844 10.4 400 24.0 MW Me 404 RAs aM 10aN ea,1 808 tlAO _880 814 362 40 810 91,2 AS 44,4 010 20,0 049 QOA 44+0 2112 as a? 464 10.1 380 44.0 BM 198 Sde 140 18C 11101 06.1 0!6 06.9 IM 44.3 890 00.1 801 Ai 084 at 207 44,8 aM 93,4 Me its OM 9Aa as 17-0 8M 10.1 989 1WN RP,B 280 941 _ 444 90.4 Age tp,8 me 190 200 20,8 908 012 900...I$& -_.. . 446 1 &1 2 18.0 940 . /44N 191 a01 104 134 Amftr Cop P4661ro I AWW 10241 Wr 12e412nwh I W ow 111 I1 1 ° 1'1 1 swW u 1 tat• 2w4 ulmo 11"^ s� e� l apa 1 I IE a!1 �rI9144• I em Wm I fw eat &: B -0 --oj • Q © • • • ANGLE • • • • CLIP MUST BE USED IN PAM4S, FIGUfM 4: FIGURE 6: FWREC. LE I • M114m ON SING, SEE STT 4,•44 INSTRUCTIONS GENERAL 04TALLAVN f� DS, � FOR INFORMATION 2) UNBAR INTERPOLATION BETWEEN MULL LENGTHS ANDICA OPENING WIOTHS 19 ALLOWABLE, 3) MULL9QN AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIIMNSIONS, 890 SHEIiT818.20. ALL MULLION CLIPS MAYOR FACTORY MACHINED AND OONT, UNUBND HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING 01MENSIONS SHOWN ON SHEETS IM. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 601 SPECIFICATIONS. HOLLOW AND GROUT^FIUXD CONCRETE BLOCK UNIT (CMU) SHALL OONpo m TO ASTM Co. WOOD emu BE PRESSURE- TREAT90 YELLOW SOUTHERN PINE WITH AN 80 OF 0.66, ALUMINUM SHALL BE 6088•T6 AND BE A MINIMUM OF A26" THICK. STEEL STUDS TO BE A MINIMUM GRADE 36 AND 446° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND A96. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL PANCHOR CAP.— II111/1 Ell- 1411,56706 e (( Sift tE C ION, ' A � 1 L A. LYNNIIWILLER, P.E. FL P.R.# 183708 e • • •••• so s � RlRB QJuh1 • •mum" • •ii 91 9DI6 ah • da loin 70 h 7Bh ?e In • •• 4� ANNE I m ro 1609 17tol so I mo I U8B I 174LA I 1018 I 1180 I Iva IBM 170,0 11X9 I me 9882 1908 1 9180 00,p I 1786 1408 inc 1788 178p 970E 170.0 1898 1700 901;1 1870 170.0 4909 170.8 1901 1780 I 18X1 188,1 1106 1817 190,0 1280 117010 1 1&18 117010 1 11%2 1027 I fal 09.1 110! 08,8 871 40.0 788 1880 177 M 88.4 878 87.9 890 iD,9 018 81,8 818 881 918 70.9 @ �.@ 7®f 609 879 �7 7@4 47.7 019 81.0 774 887 918 q4.6 789 88.1 00 48 749 - 18.0 00 @7.1....7 1�pn 70,8 780 7d0 118 089 7M 81,8 78d 080 790 868...699 47.2 7M2 484 41,9 768 44.4 817 81.7 788 488 N@....BU@ 98@ 860 �@ 97.9 1 780 1 614 049 S80 1 788 Bad 961 44.0 11 AfmhwTMI @MV IMo U0094m0 I W oloo 1 ftm ® I BPiP Eke l8daa8t I iN' Soo Uid O 11=0 mx• n"• ama ur ea a0ao R78 aa0• m8 sa•i 970 aro• W aOMAOR AP .m C NCH PO TO 2' X C X.2V MULLION jv- ? pr � ND, 58705 FL P.E.# 68708 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, IQURR 1: a FI URL= 2: FK6URE 1 FIGURS e • o • 40 e a • TABLE NOT @� b e o 0 o e o q q o 0 0 • o a • 1) IS T I FOR INSTRUCTIONS ON USING THE TAKES AND SHEET 28 FOR INFORMATION ON LOADING, SEE BHERTB 2-4 FOR FI e & a o • FIGURE ' • e e • QRN�3FIAL INlBTAI.LATKIN ME"fHt7D$. 8) LINEAR INTERPOLATION SSTWBEN MULL LENGTH$ ANG/0R OPBNINO) YMDT14S IS ALLOWASLS, • • • • $) MULLION AN MULLION CLIPS SHOWN ARE NOT TO $04S. FOR EXACT DIMENISIONS, SEE SHEETS IM ALL MULLION CUPS MAY BS FACTORY MAOHINSD AND CONTAIN UNL MIND POLES, HOLES MAY 88 DRILLED IN THE FMLD FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18.20, 7: FIGURE e r • • e • o • 8: FIGURES: • o e • e e o • e o FIGURE 100 s o o • 0 0 • • o o • ANGLE CUP (FIGURES 6&8) MUST BE USED IN PAIRS. 4) SUBSMTE8: CONCRETE SHALL CONFORM 70 ACI 901 SPECIFICATIONS. HOLLOW AND GROUT•FILLEQ CONCRETE $LOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRES SURE - TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.56. ALUMINUM SHALL SE N1S8•TS AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 88AND .045° THICK (18 SAU04 STRUCTURAL STEEL TO SE AT LEAST . 128" THICK AND A30, ALL ANCHOR$ 0970 METAL $HALL EXTEND AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL. W aOMAOR AP .m C NCH PO TO 2' X C X.2V MULLION jv- ? pr � ND, 58705 FL P.E.# 68708 ILIA M 11 mI1�4 t 9760 lees 1170.o 117001 Ito,* I m I v0.0 1740 1PO,p 110.0 190A iR; m 170.0 I im 1 1740 1 0140 17x0 I 1894 I 1700 I 0080 mo 1 1700 0700 1740 I 1700 I 170.8 om mo im 170.0 m 17 0 I* 8180 17A0 01e0 10m 0010 R7A4 WO 1M,0 0418 170.o 2001 ma 170.0 am 107.1 0100 9040 2470 1Lao sue 108.1 go 0701 444 01 10$0 2181 1Att 0880 p 7 0781 1140 2100 90 1:44 8100 07,8 90 110.1 00 064 2W 1040 QOM so 9870 774 am 060 1%w6 0.4 0W M.4 I= 104 we 1008 !!!j 1004 460 1806 Al 1000 44 1208 ANgF)OR 0APA01" A UBTMRNT�,,FMULA: (DP')X `MU LION Af') °ANCHOR CAP.°„ USE THIS FORMULA TO OBTAIN THH °ANCHOR CAPACITY REOlUIRNO# CORRESPONDING TO AN ACTUAL PRBBSUAR RBQUREMENT FOR T OPENING. WHEN IT I$ L W IE ER THAN THE MULLION CAPACITY (FROM THE TABLO) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANOHQR CAPACITY WHICH MAY BB USED TO OUAUPY ADDITIONAL ANCHOR OPTION$ FROM THE ANCHOR CAPACITY TABLEL h-- A,oOR" --sl Bua4altsca .260° UR61• FICUI 2 t t R t PIIItm t PIO 1 f70UR 1• TAU NOTES: 11111 I I (t I �� 0 06 o 0 0 0 0 o a o e • e a•- o 0 0 o O o a • o a 1) $99 SHUT 1 FOR INSTRUCTIONS ON USING THE TABLES AND $N ET Oft FOR INFORMATION ON �� WC�� ``•,'P +� LOADING. 090 SHEETS 24 FOR GBNIIRAL INSTALLATION METHOD$. 8.0 0° � •' iR e 00 o 0 o a e o o a o ' o e• 0 0 0• o a e • o o LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCHOR OPENING WIDTHS IS ALLOWABLE, *: Np 68706 �l MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR 9NAOt DIMENSIONS, BEE SHEETS 1820. VOP • o • • • 0 0 0 o ALL MULLION CUPS MAY EE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY EE DRILLED I'1 $, R s: F70UpE 7, M THEi FIE?LO FOI LOYdI16 DIMENSIONS ShO1NN ON 8H9ET818 20, -p ; , 4) SUDSM1SS: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT•PLLEO i �S `. • • • • • • • ANtO B CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE - TREATED �. O CtRP ,goRtV?'•' C7: 1FICOJREB YELLOW SOUTHERN PINE WITH AN SQ OF 0.60. ALUMINUM SHALL B@ $0$3.70 AND BE A MINIMUM OF .126° i� �' • • • • • • • • BE THICK STEEL 7DFSIICK AND A38 ALL ANCHORS INTO METAL SHALL (1E7fT6ND A LEAST 3TL8 LCREW EL 70 jSSJQM1jA�, • • • • • • • • U� IN THREADS BEYOND THE MATERIAL. 2° X 3" X w A. LYNN I� WE'R' , P.E. PAID, MULLION FL P.E.# SOM AWW OAF Fauns I A WlVVe:1 4Me• tw WmW I tra• aW UsM= 1 °"7O�, "o l Nlt ft 1st 1 tw ma umm I,"r ea I one asm I +wtl®a ewc I wav a I its I �tFau 1 Flom • ANGLE CLIP MUST EE USED IN PAM. r ri49L8.NOTHB: 1) 9611 8H68T 1 FOR INMUCTIONS ON U9INO THE TA8LR8 AND EAST S'2 FOR AJFORMATION ON LOADINCL 8 41,19 "2.4 FOR CORRAL NSTALLATiON METHODS, 21 LINEAR INT9WOLATION BETWEEN MULL LENGTHS ANDIOR CMING WIDTHS 10 ALLOWASLE. 2ULLION AND MK 40N CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, 8119 8MMM'[W. MULLION OURS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HCLES, MOLES MAY 8S OKLEO IN THE FIELD POLLOWNG DIMENSIONS SHOWN ON SHECzT81d , v F a i i - ANCHOR CAP.,m R G' 111UIU1 " vfwiv k, I No, 88705 a 'c i all ' �0'• 8TA A. A Mt P.E. FL P.E.# 68706 TABLE 12A • • • • • • • • • .....- a1BO•000 al 2 8� 40� aau� • •4Y1• 1:0,0 84t1 9 ..974.0 .. B • a91n IYtl,O 70p N0.0 OR/ 174.0 • sir.. .ese »,., .,..., .,. ...� ,..,.. .. I tHRrMfl�I I`jaumw AAIO R CAPACITY ATRN FORMULAI .r �f� il"n r Q� AlrobrC 4 TIt•(E P w6)KttAt }pANCHORCAP,m AMW Type; ORS" OW W*w AnePWICAgRaQetns Y4^ P.top U Im= am o U1laoa 1w else U4ma VO � tl° OW 8100 10 SS Ma MO 01P LIC 0 USE THIS FORMULA TO 087AN PMI51 HNONOR ==mm 00ACrryR69UiRE0 °OORREBFONDINO'I'OAN ACTUAL PmSBURE REQU MENT FOR THE 1 a _ i Mta OPENING. WHEN IT IB LOWER THAN THE MUUMN ba CAPACITY p4ROM TMB TAELE) OF THB ORLSom r I 11 ®1ULLION. TWILL YIELD AM NNUM ANOHCR ,� CAPACITY YVFfiOH MAY EB uBI TO QUALIFY ADDITIONAL AN0 04 OPTIONS PROM TNB ANCHOR CAPACITYTA� PRtICI REVtBRD BreFNd RR 11 1ABLBOTEBt N yy��gg d 14c, f� • s 93[M SEE6HORT8 2«4 FOR 09MOV1. INSTALLATION MSTHODS. =wmmm 4 FIGURE 21 2) LINEAR INTERPOLATION BETWEEN MULL LPAITHS ANOOR OPENING WIDTHS 13 ALLOWABLE, tt t t 11111 I1I Mmm, 3) HiLLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. BE SHORT618a10. .12V e • • C ALLMULLION OUPS MAYOR FACTORY MACHIN6O AND CONTAIN UNUSED HOLES. HOLES MAY SE ORLLED IN THE FOLLOWING DIMENSIONS SHOWN SHSET818a. �.� 4,� ytC6NSF' •, e•+A '. F1040 ON ir1�Rb4A��! FIGURE S' • • • 4) SUBSTRAT11S. CONCROTE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT F6.LE0 CONORETE BLOOK UNIT (OMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL BE PRESSURE- TRFATW YEUOW SOUTHERN WITH AN 80 OF %S& ALUMINUM B(18 B• = * 7 N4.58705 • :- _wli STATE • • LEAST . 125" THICK AND ASS, ALL ANCHORS INTO METAL SHALL EXTEPIO AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �M�•± ryR��IAiw# ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAID. N t��w�w��+!p rL1ER. P.E.` A. LYNN FL P.E.0 68705 ��! y��4Mi�ird U�. ilm mclimlotokm EMEOMMIE3291®C� �ca�i1:�E E.7 �L Id C10C�Q� 1 ■ ��xi�i® c�, ��rr�lr�r�,, w■ r■■ �r�r■ �I�■■ I... �. �'��r.r�...�■1�I�.�■�11.■�.■.r. AAIO R CAPACITY ATRN FORMULAI .r AlrobrC 4 TIt•(E P w6)KttAt }pANCHORCAP,m AMW Type; ORS" OW W*w AnePWICAgRaQetns Y4^ P.top U Im= am o U1laoa 1w else U4ma VO � tl° OW 8100 10 SS Ma MO 01P LIC 0 USE THIS FORMULA TO 087AN PMI51 HNONOR u on A901�ptgr tau8a6n AMraOata t3m•ntoel&beW(BOl6erav59ef 00ACrryR69UiRE0 °OORREBFONDINO'I'OAN ACTUAL PmSBURE REQU MENT FOR THE 1 a _ i Mta OPENING. WHEN IT IB LOWER THAN THE MUUMN ba CAPACITY p4ROM TMB TAELE) OF THB ORLSom r I 11 ®1ULLION. TWILL YIELD AM NNUM ANOHCR CAPACITY YVFfiOH MAY EB uBI TO QUALIFY ADDITIONAL AN0 04 OPTIONS PROM TNB ANCHOR CAPACITYTA� PRtICI REVtBRD BreFNd RR 11 1ABLBOTEBt N yy��gg d 14c, f� • 1) SM OHRET 1 FOR INSTRUCTIONS ON USING THE TA040S AND SHUT 22 FOR INFORMATION ON LOAOINB, SEE6HORT8 2«4 FOR 09MOV1. INSTALLATION MSTHODS. 4 FIGURE 21 2) LINEAR INTERPOLATION BETWEEN MULL LPAITHS ANOOR OPENING WIDTHS 13 ALLOWABLE, tt t t 11111 I1I 3) HiLLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. BE SHORT618a10. .12V e • • C ALLMULLION OUPS MAYOR FACTORY MACHIN6O AND CONTAIN UNUSED HOLES. HOLES MAY SE ORLLED IN THE FOLLOWING DIMENSIONS SHOWN SHSET818a. �.� 4,� ytC6NSF' •, e•+A '. F1040 ON z- FIGURE S' • • • 4) SUBSTRAT11S. CONCROTE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT F6.LE0 CONORETE BLOOK UNIT (OMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL BE PRESSURE- TRFATW YEUOW SOUTHERN WITH AN 80 OF %S& ALUMINUM B(18 B• = * 7 N4.58705 • THICK STEEL STUDS TIO BE A MINIMUM GRADE 38 AND .0468 ©AUQEy STRUCTURAL STEEL TO BE AT 3V BAY STATE • • LEAST . 125" THICK AND ASS, ALL ANCHORS INTO METAL SHALL EXTEPIO AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION i Q sb �i'��'• FLOF0Q%-" ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAID. N rL1ER. P.E.` A. LYNN FL P.E.0 68705 FIGURE 1: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE® AND 6HBBT ag FOR INFORMATION ON LOADINe $BE SHE910 2-4 FOR 0ENERAL INSTALLATION METHODS. FIGURE 2 2) LINEAR INTARPOI.ATION BETWEEN MULL LENGTHS ANDOI OPENING WIDTHS S ALLOWABLE. 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE, FOR W1(ACT DIMENSIONS, SEE $HEST$ IM • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE MLLED IN THE FMLO FOLLOWING DIMENSIONS SHOWN ON $HEET818 -E0, 4) SUBSTRATE@: CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS. HOLIAW AND GROUT -FILLSD FIGURE CONCRETE BLOCK 3: CONCR BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Ca. WOOD SHALL SS FR ESSURS- TfWATED YELLOW r • • .. • • THFCK. S1�LE STUDS TO 82 A MINIMUM GRACE 33 AND .40* THICK B(IS GAUGE} STR AUCTURAL STEEL TB BE AT LEAST -12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SOREW THREADS BEYOND • • THE MATERIAL ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAILS. AAICHORCAPAC)`�ADAI!$M NT FO U{A: (CiP,o ) X I(p USE TH14 FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE 49MJREMONT FOR THE OPENING, VMN IT 18 LOV40 THAN THE MULLION CAPACITY (FROM THS TABLE) OP THE eMACTEO MULLION. It WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, nu No. 66705 STA E 0 •.....OR10?'. ' OAI A� �� A. LYNN MWk, P.E. FL P.E. #138706 •� •�sl w 1 �....... -i r. • .000° • • •• a �•• • .128' f 0000 • Le 371 ..1�X�: Kj1a8 MULLION • 1 MULLION ALUM. .... • •8 �$(N.qM. • • WOTION • • • • • • • • �BTION � 9TaNDAaDaLIF 2000" I ' 94 i i f jj i i 1° K 278" % •880" MULLION a MMOTIO14 IHOLIF 2X8 AN3t,E CLIP a.1 " W448 AUM. a.' *SECTION 12I°J M- 8.800° 378" our NERa TO 378" TpZ - ee MIN. MW I f- oelaaati �- X- 0.912' STANDARD CUP 0111 PV11. MW 8.800" ,078° .378" MIN. MIN._,, - 0.. 1.18 MIN " C.C. I 0.312" I OFFSETCLP •126' T PVIEWM 740" -h�- -f i) 9Y�� .,�. !,,I .T�•T' T. u TAME B i I+ ---� -8 000° •i I .978" MIN, MIN.•• 12" 3.000" MIN. TSALUM TOPVMW 5 i �i Mull DhnenNon (>dte91 A) POT Part N Willon SW. Clip Oltaet 011 WHIP le C 1" X 2" X.126" (3) ®38D8 383113M 89311 8M 863243M 86331 M 1° X a" •378" (8) 886008 114M 888111>Ild 6=44M OW12M 1" X2.73" X.378" (7) ww OMW 601120M 880848M SWISM v XS.78" X.830" (6) 000111 W116M 86011giM 86M OM14M 1" X 3.138" X.Bv (B) 88637M 3681116M I 6801110 I 388242M 81018M 1.?.3 "X3.189'X.2e "(12) 68841M e61117M 6681113M OW41M I 6W16M 1.23° X2.11" X AW (18) 83370 I NIA I NIA I. NIA J 868817M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, IF NEEDED. HOLES MAY BE DRILLED IN THE.FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, TAKS A i i r I L1lntemllan A Value On) 1.828 Far Muplonn 1 "Xa"X.128" Ammimml Tube Minoan 3 . $ D 0.740 E 1.400 MM. A 1 1.126 1" X2" X.376" Aluminxn Tube MOM 9 2.404 0.08 D 1 0.490 a A 1.878 1" X2 74- X .676 Aluminum Tube Mulilon B &OW 0 0.787 4 1.116 E 430 Min. 1a1x 1" X2.78" X 880' Alumin m Tube MBluon B low C 0478 Oa B 78-0 Mln. A 2M 1FXV2lrX A660" Alum Tube Mull 8 2.637 C OLM q 1.137 E .490 MOt. A a 1.28" X3,11M" X IW Alum TUbe Mum s 8 d C 0.888 D,_ 1.762 @ .480 Min. A 1.813 11.WX211-X .121" Alum Tube Mull 16 N1jllillt�7f `e. y m"""" gyp 'r /r °��GiiNhSF • l�,P ./QNAL,,,,' A. LYNN f5llli: !i , P.E. FL P.E.# 68706 --( 1.000' h+ • • • • j tow I+ 0 1.8 H 2.660 F 3.187 • C3 X19 y t F • • 688112M 6861123M 48' M11 S888OM 30 DOM(18) 58848 NIA NIA NIA 8886110M 48 Deptm (17) .88860 NIA • NIA eW111M �. 4.000° • • • • • IW•• t .788" •• •• -7•t•• 1'X4'X W ••tt• 1'X 4' X4741 • MULLIDN M14UONO • • • • • IO 8pq AlLtMt • - 620ALUM t 7G8EOTI6N • • • • • • - X•SE ON • W DAY T ,228'•4 I-- .881'=4 276" _ CR67 R pZ1P. Bm' MIN. DBTA4.t'.81848T4 I MIN, I (� © o I 1 LI N CLIPS MAY 09 FACTORY MACHINED AND OCNTAIN LRdUSED HOLES, IF NEEDED, HOLES MAY BE DRILLED IN TN@ FIELD FOLLOWING DIMENSIONS OMEN ON THIS SHEET. 2) OEM SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ION � oI °F99T IP BIB' OPPVECLWAL TAIRt_o In —1 F –.126' 4 9.000' .128° MANO ALUM, UP 8008•T4 X+6 @077DN e. „ ID.812"� L! 0 a o 2X8 ANGLE DUB+ 803•TS ALUM. TOPVMW tmmowm Valuoon) 36 IrgrRAulltonc 1 "X4 "X.1$8" AIMMM n Tuba Mullion 0 1.8 H 2.660 F 3.187 1 °K4 "R.996" Akmnutn Tuba MUNI" C3 X19 y F 9221133 30" Mull 688112M 6861123M 48' M11 Mull Dintonalon wmtll) POT Part# Mumon std, clip t ctl U•Cllp Anel0 Aflp 1" X4 X.12$' (10) 69384 e111M X19 $11WIM 688818M 1 "X4 "X.378"(11) 88810 688112M 6861123M eM2M S888OM 30 DOM(18) 58848 NIA NIA NIA 8886110M 48 Deptm (17) .88860 NIA WA NIA eW111M MOV. z * NO.6B708 PLOMP ' a gt TE tt �•� A LY(s{Ill'fi41LL, P.E. 68706 TABLE E ! • • • imWWwwWon (Sh"M • • POT Pat# n J Std. Cl; U49p I Angie CU . (13} 888281M 88841M I 8888112M 2 WX.28° (14) 6OW I WMM4e-4OV22M I OM113M • •AND=WA �L,ION OL • • Y gE PACTORI;b�P199 i CCNTAI UN M IP NEW0914"11I • MAY as WRILLO I ul POL omd • 0 OIRIMO I IS GIVEN ON TTi1I Vogt • • s • • T8 2.4 TR UNERAL WSM w�l • eteTw ... ..... • 4.000° •280' r x 4° x Av WALION 000-TO ALUM 2"x6 xlw 800,TOAWM . x-S OMON .378 MOd. q^ -1 !+ -.128° STANDARD CLIP 8083•TOALUM. X.HFOTION r,128° F ourTo 3,800° ---- 1.718" 1 MIN.Q.C, QC. \10 0.312° 0 �- --'-- 2.8.8-- -^- -� STANDARD" 80&1 T8 ALUM TOPVIRW Q Pw MIN @— 4e U4W---4 ' 2.1 8 p� 6O3•TB ALUM 2.7 x•3eor1ON .128" 128" 4.-- 1 17W 1378` MIN, 0.228" a78 I 9.060° Mpd.O.O. 8i8° MIN, T* 10 1.344" O C 2 I 888" &48 R i 3.4a8 5.438 Ki7° MIN. o, a. "LIP 2M ANOLE O 8003•TOALLUM. 8082•'MALULM. daffA, 70PV16W TOMEW I- MIN. 1J18° MIN. 1 QC. \10 4 1 1 8.4 1 2820° ` STANDARD CLIP GOWTBAWM. TOP MEW 18° i o Oib I 1�= -►I-.8a7° MIN.O.C. U -0UP 81163- TBALUM. R TOPVIEW f 'i - --°- -- — 3.008 - - ---- — 2x8 ANGLE CLOP 6W3•T6ALUU TOPVMW �j. No. 58705 ti1k BTA Olr 4 A. LY P.E. FL PAX 813706 EXAMPLE 1: SINGLE VERTICAL.MULUON •• 0000 • • • • • 0000 •. •• N • 0000 • 0000•• • • 0.000• H -I.L RENIMA WIDTH FOR VERTICAL MULL 61HI THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114". THE OPENING REQUIRES A DESIGN PRESSURE OF +11MOPOD.0 FOR 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION 18 SUITABLE,THE MULLION LENGTH 18 72° AND THE OPENING WIDTH IS 32° +32+1° -". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED, ROAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2 -19" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0180.0 PER IP THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE Sk SHEET 7, THE 1" X 2.78° X,378° MULLION (LENGTH o 72'. OPENING WIDTH a %0") MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE I8 +/ b" PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8, THE 1" X 2.70° X AO" MULLION (LENGTH . 72", OPENING WIDTH - 70") HAS A DESIGN PRESSURE OF *142.7 PSF WHICH EXCEEDS THE REQUIREMENTS IN THE OPENING AND MAY BE USED IN THIS APPLCATICK NO'T'E THE ANCHOR CAPACITY REQUIRED OF 698 LIB. 2ANGLETCPSS WITH 4)) #12 ANCHOR HAVE A ACCITY OF 8840 QUANTITY LBB. THOUGH TYPE KSWIRW FOR THE BR (N1 GOULLD BE USED, THE 111 NOW C 18 EASIER TO INSTALL,W� (4)1778 ANCHORS AND THE 2J(d 3) VERIFY THE 01MO 1 PM9SURE OF THE FENESTRATION PRODUCTS USOD WITH THIS MULLION SYSTEM THE LOWER DESIGN PF SURE, OF MULLIONS OR PENOSTRATWN PROW.WM WILL APPLY TO THE OVERALL ASSWOLY, FINAL DESIGN PRESSURE REQUIRES THAT THE 607H THE! MULLION AND THS PENESTRATION PRODUCT BE INSTALLER IN ACCORDANW -WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE WESTRATES AND FENESTRATION PRODUCTS TO MULLION, IN THE EXAMPLE, THE 0E01ON PRESSURE REQUIRED WAG +680.0 POP, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE MY POP NTH AN ANCHOR CAPACITY OF 8961.88. ALTERNATIWI.Y, THE ANCHOR CAPACITY ADJUSTMENT FORMULA WOULD HAVE SEEN USBO TO CALCULATE THE ANCHOR CAPACDY REQUIRED FOR THE EXACT DESIGN PRESSURE OP 60 PSFt (60 PSP) X l,-�+7 " a 024.8 LSS (MAY BE URED TO CIUALIFY N 10 STEEL SCREWS FROM TAEL,E 4E) THE DUILLppIN��t7 SUBSTRATE 18 WOO TO 88 CMUON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH 19 $-W.741 OPENING REQUIRES A DEBION PRESSUM OF 4MOM O PSF. FOR THB VERTICAL MU4410N: 1 ON%EY ASSUMING THAI A 1"YVIDB MAJU XJN 18 SUITA668, THB MULLION LENGTH IS 98" +72"*1 "s109" AND THE OFENDVG WOYfM IS 38"► " *1 "•78", REPERENCINO SHEET 22 OT ''MIEE T vR OXCE00 THB QUIReD DESI(9N IPRE98URE t3F pig 0 PBP IP THE TA86E DOER NOT SMICW THE E>64T CT SIZE tip THE NL0114ARGER SIRE AVAILABLE D W� FROM TABLE 3A, SHEET 7, THE 1 "X 2.75"X JW MULLION (LENGTH a IW, CPENING WIDTH ■ SM MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 18 +1-18.1 PSP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TAGLB 0A, SHEEt 18, THE 2" X 4° X 2W" MULLION ((LLBBNGTM o 11X', OPENING WIDTH a 60°) HAS A DEBION PRESSURE OF W464.7 PSF WHCH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LSE, 960AUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OP NO WIDTH IS W+W49#e74°. NOT 78" AS PREVIOUSLY pVIW� T THE ODE N PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERI A11YELY 115 WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE W POURED SOON DISTANCE, 09MON THE VERTICAL MULL, WILL GE A2" X C X.290" MULLION, IN THIS EXARCPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNAM44Y, ANOTHER MULLION TYPE COULD BE CHOSEN, 1) THE MULL= LENGTH 16 39" AND THE OPO4M MIGHT 18 32"+78" 2" a106". REFERENCING BMW 22, THE COLUMN UW40 TRAPE201DAIJTRIANGULAR LOADING MAY BE 000, FROMTAM M ONSET IS, THE REQUIREq(SNTS POR THE OPENING AND MAY BE SED I N$ APPLJC OW NO' TX EANCHOR CAPACITY REQUIRED OF 0211LLOS, +M10.0 PSF WH9tXi EXCEEDS THE (4) 910" ULTRAQON ANOHCRB AT AN BCGE DISTANCE OF 1" GWSAN ANCHOR CAPACITY OF 04D LOS WHICH 16 GREATER, AND THEREFORE SUITABLE, FOR THE MQUIREO ANCHOR CAPACITY OF 021 LBO. 4) FOR THE UdTLIP IN THE HORIZONTAL MULLION TO V13RI1CAL MULL ION, USE THE SAME ANCHOR WAD" OF 821488, TABLE 09 FOR 111E U-CUP SHOWS THE ANCHOR WHICH SUITABLE, FOR THE REQUIRED M40W CAPACITY REQUIREMENT OF 981 LDS. THE N-Be CAPACITY IS 1074 SIS¢RBWANCHORS, 18 GREATER, AND THEREFORE ANCHOR TYPE 8 AOS ST66L No. G87CB FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IB; +W.7 PSF FROM THE VERTICAL MULLION; 111 11 H -I.L RENIMA WIDTH FOR VERTICAL MULL 61HI THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114". THE OPENING REQUIRES A DESIGN PRESSURE OF +11MOPOD.0 FOR 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION 18 SUITABLE,THE MULLION LENGTH 18 72° AND THE OPENING WIDTH IS 32° +32+1° -". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED, ROAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2 -19" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0180.0 PER IP THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE Sk SHEET 7, THE 1" X 2.78° X,378° MULLION (LENGTH o 72'. OPENING WIDTH a %0") MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE I8 +/ b" PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A. SHEET 8, THE 1" X 2.70° X AO" MULLION (LENGTH . 72", OPENING WIDTH - 70") HAS A DESIGN PRESSURE OF *142.7 PSF WHICH EXCEEDS THE REQUIREMENTS IN THE OPENING AND MAY BE USED IN THIS APPLCATICK NO'T'E THE ANCHOR CAPACITY REQUIRED OF 698 LIB. 2ANGLETCPSS WITH 4)) #12 ANCHOR HAVE A ACCITY OF 8840 QUANTITY LBB. THOUGH TYPE KSWIRW FOR THE BR (N1 GOULLD BE USED, THE 111 NOW C 18 EASIER TO INSTALL,W� (4)1778 ANCHORS AND THE 2J(d 3) VERIFY THE 01MO 1 PM9SURE OF THE FENESTRATION PRODUCTS USOD WITH THIS MULLION SYSTEM THE LOWER DESIGN PF SURE, OF MULLIONS OR PENOSTRATWN PROW.WM WILL APPLY TO THE OVERALL ASSWOLY, FINAL DESIGN PRESSURE REQUIRES THAT THE 607H THE! MULLION AND THS PENESTRATION PRODUCT BE INSTALLER IN ACCORDANW -WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE WESTRATES AND FENESTRATION PRODUCTS TO MULLION, IN THE EXAMPLE, THE 0E01ON PRESSURE REQUIRED WAG +680.0 POP, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE MY POP NTH AN ANCHOR CAPACITY OF 8961.88. ALTERNATIWI.Y, THE ANCHOR CAPACITY ADJUSTMENT FORMULA WOULD HAVE SEEN USBO TO CALCULATE THE ANCHOR CAPACDY REQUIRED FOR THE EXACT DESIGN PRESSURE OP 60 PSFt (60 PSP) X l,-�+7 " a 024.8 LSS (MAY BE URED TO CIUALIFY N 10 STEEL SCREWS FROM TAEL,E 4E) THE DUILLppIN��t7 SUBSTRATE 18 WOO TO 88 CMUON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH 19 $-W.741 OPENING REQUIRES A DEBION PRESSUM OF 4MOM O PSF. FOR THB VERTICAL MU4410N: 1 ON%EY ASSUMING THAI A 1"YVIDB MAJU XJN 18 SUITA668, THB MULLION LENGTH IS 98" +72"*1 "s109" AND THE OFENDVG WOYfM IS 38"► " *1 "•78", REPERENCINO SHEET 22 OT ''MIEE T vR OXCE00 THB QUIReD DESI(9N IPRE98URE t3F pig 0 PBP IP THE TA86E DOER NOT SMICW THE E>64T CT SIZE tip THE NL0114ARGER SIRE AVAILABLE D W� FROM TABLE 3A, SHEET 7, THE 1 "X 2.75"X JW MULLION (LENGTH a IW, CPENING WIDTH ■ SM MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 18 +1-18.1 PSP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TAGLB 0A, SHEEt 18, THE 2" X 4° X 2W" MULLION ((LLBBNGTM o 11X', OPENING WIDTH a 60°) HAS A DEBION PRESSURE OF W464.7 PSF WHCH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LSE, 960AUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OP NO WIDTH IS W+W49#e74°. NOT 78" AS PREVIOUSLY pVIW� T THE ODE N PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERI A11YELY 115 WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE W POURED SOON DISTANCE, 09MON THE VERTICAL MULL, WILL GE A2" X C X.290" MULLION, IN THIS EXARCPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNAM44Y, ANOTHER MULLION TYPE COULD BE CHOSEN, 1) THE MULL= LENGTH 16 39" AND THE OPO4M MIGHT 18 32"+78" 2" a106". REFERENCING BMW 22, THE COLUMN UW40 TRAPE201DAIJTRIANGULAR LOADING MAY BE 000, FROMTAM M ONSET IS, THE REQUIREq(SNTS POR THE OPENING AND MAY BE SED I N$ APPLJC OW NO' TX EANCHOR CAPACITY REQUIRED OF 0211LLOS, +M10.0 PSF WH9tXi EXCEEDS THE (4) 910" ULTRAQON ANOHCRB AT AN BCGE DISTANCE OF 1" GWSAN ANCHOR CAPACITY OF 04D LOS WHICH 16 GREATER, AND THEREFORE SUITABLE, FOR THE MQUIREO ANCHOR CAPACITY OF 021 LBO. 4) FOR THE UdTLIP IN THE HORIZONTAL MULLION TO V13RI1CAL MULL ION, USE THE SAME ANCHOR WAD" OF 821488, TABLE 09 FOR 111E U-CUP SHOWS THE ANCHOR WHICH SUITABLE, FOR THE REQUIRED M40W CAPACITY REQUIREMENT OF 981 LDS. THE N-Be CAPACITY IS 1074 SIS¢RBWANCHORS, 18 GREATER, AND THEREFORE ANCHOR TYPE 8 AOS ST66L No. G87CB FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IB; +W.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSP FROM THE 38" HORIZONTAL MULLION ATTACHING TO CMU. a 7 .� •, 1'E oil +1-170.0 PSP FROM THE 38" HORIZONTAL MULLIONATTACHING TO THE VERTICAL MULLION QNTERSECTIONj THE LOWEST DESIGN PRESSURE IS -0-0.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. S �i(y�' 1-i OitLOP••; '` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION ;6 PONAL til PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DE810N PRESSURE REQUIRE$ TTiAT THE BOTHTHE M UU3014 AID 111E FENESTRATION PRODUCT BE INSTALLED IN A. LYNNIIM"i, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS WTO I�BPECT VE 8U88TRATEB AND FENE81 RATION PRODUCTS TO MULLION. FL P.E.0 6 LOAOINQ OP VF;RMI MULLION BILL OP WINbOtM� NOT ANONORED LOADINO OF HORIZONTAL MULLION -WITH NTOMOTNOVERTICAL MULLION LOADNG OP VERTICAL MULLION LOADNG OP VERY" MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i 'r !"s, m = 7me, mol • • • • MCAMKO OR R80TANOULAR LOADNQ • e • • WON SHIDH SHM • • •.• • • LOII�Idt3 CP VH1lTICA1. • INC OF V6RTIOAL MULLION • BILL OP 1�IRBtt1� NOT ANOWOR6�P • MTN NT OTING HORIZONTAL MULLIONS • . LOAOINQ OP VF;RMI MULLION BILL OP WINbOtM� NOT ANONORED LOADINO OF HORIZONTAL MULLION -WITH NTOMOTNOVERTICAL MULLION LOADNG OP VERTICAL MULLION LOADNG OP VERY" MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i 'r !"s, m = 7me, mol