Loading...
WS-17-539 7? 7. i r i k*A DESIGN WIND PRESSURE CALCULA S - A CE 7-10 L 4 RECEIVED I' MAR 0 2 2011 1 • • •••• •••••• PROJECT: • ...... .. .. ...... .... .... . . Windows and Doors Installation at: •••••• •••••• ••••• 420 N.E. 92 STREET • .. .. . .. ...... MIAMI SHORES, FL 33138 •••••• •• . . . . •••••• • LLA ...... 0000 ®,, ,.• �G JORGE LLAMA, P.E. #60156, C.A. #27710 ;° v 60166 •°•• ': A &A ENGINEERING o °;CC 7850 SW 197 TERRACE a !uj u J CUTLER BAY, FL. 33189 , J i E • � TEL: (305) 992-3048 ®off• i°`. O FIP��,�•e� 2/9/2017 w DESING WIND PRESSURE CALCULATIONS -ASCE 7-10 Job: 420 N.E. 92 STREET. MIAMI SHORES, FL 33138 Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria: Building Category: II Exposure Category: C Enclosure Type: Enclosed Building Mean Roof Height(Ht): 17.0 ft. Minimum Building Width: 60.6 ft. Roof Slope: 5 :12 22.6 Deg. Basic Wind Speed (V): 175 mph ASD: P = 0.6 w Kd: 0.85 Kz: 0.87 Design Velocity Pressure; q: 0.00256 • Kz• Kzt• Kd •Vz q: 34.85 psf Internal Pressure Coefficient; Gcpi: ±0.18 Design Pressure; P: q [(Gcp)±(Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor"I verify MEM roof height in field and notify if higher than noted. • •• • .. .. ...... 2. "END Zones" pressure are applicable to openings that are within: 6.1 ft. of building corner •t•:• • .... .... . . .... .... ..... Mk Description Width Height Trib.Area Zone Conf. GCA.... De§Wn Qress.(gjfj•.• (inches) (inches) (Sq.Ft.) Max .NIin• Po!VtiV0,• Neg;jtj%,• FW1 FIXED WINDOW 37 181/2 4.75 4 O 1.00 •-1.100 41:.17�•�� -44!91••x• FW1a FIXED WINDOW 37 18 1/2 4.75 5 O 1.00 '•LSO: 41 -55:. t& ; CAI CASEMENT WINDOW 37 383/8 9.86 4 X 1.00 -1.10 41.120' -44.61 CA1a CASEMENT WINDOW 37 383/8 9.86 5 X 1.00 -1.40 41.12 -55.06 SH1 SINGLE HUNG 37 383/8 4.93 4 OX 1.00 -1.10 41.12 -44.61 SH1a SINGLE HUNG 37 383/8 4.93 5 OX 1.00 -1.40 41.12 -55.06 SH2 SINGLE HUNG 26 1/2 26 2.39 4 OX 1.00 -1.10 41.12 -44.61 SDI SLIDING GLASS DOOR 96 80 26.66 4 XX 0.92 -1.02 38.50 -41.99 FD1 FRENCH DOOR 71 3/4 793/4 19.86 4 XX 0.95 -1.05 39.29 -42.77 MD1 STEEL DOOR 321/2 81 18.28 4 X 0.95 -1.05 39.51 -43.00 AC1 ACCORDION SHUTTER 75 81 42.18 4 O 0.89 -0.99 37.28 -40.76 AC2 ACCORDION SHUTTER 48 40 13.33 4 O 0.98 -1.08 40.35 -43.84 Page 1 of 1 GOrn PIS R I SOcN 0-HART LOAD TABLE FOR NINDONS AND DOORS WIDTH HEIGHT TRIBUT. w DESIGN Press, APPROVED Press PRODUCT MKS, DESCRIPTION AREA CONF. MANUF. RATING GLAZE APPROVAL (Inches) (Inches) (Sq,Ft.) ^' +(psf) + (psf) - (psf) N.O.A.# FW1 FIXED WINDOW 37 18,5 4,75 4 0 41.12 -44.61 80 -80 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-062q.14 FWIa FIXED WINDOW 37 18.5 4,75 5 0 41.12 -55.06 80 -80 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-062q.14 CAI CASEMENT WINDOW 37 38.375 q.86 4 X 41,12 -44.61 70 -q0 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-0629.21 CAIa CASEMENT WINDOW 37 38.375 q.86 5 X 41.12 -55.06 70 -q0 PGT INDUSTRIES IMFZT GLAZING OPTION A 16-062q,21 SHI SINGLE HUNG 37 38.375 4,013 4 OX 41,12 -44.61 80 -80 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-0714.06 SHIa SINGLE HUNG 37 38.375 4.q3 5 OX 41.12 -55.06 80 -80 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-0714.06 SH2 SINGLE HUNG 26.5 26 2,3q 4 OX 41.12 -44.61 80 -80 PGT INDUSTRIES IMPACT GLAZING OPTION A 16-0714,06 SDI SLIDING GLASS DOOR 96 80 26.66 4 XX 38.5 -41.gq 46.67 -60 PGT INDUSTRIES IMPACT GLAZING OPTION G3 16-062q.06 FDI FRENCH DOOR 71.75 7q.75 I01.86 4 XX 3q,2q -42.77 75 -75 PGS' INDUSTRIES IMPACT GLAZING OPTION A 10-0629.17 MDI STEEL DOOR 32.5 81 18,28 4 X 39.51 -43 55 -55 MASONITE IMPACT NO GLA55 FL4940-R7 .. . . 0 ... . .. . . .. ... . . .. GLASS D Cid 9oT.I •; , o. FIXED WINDOW, OPTION A: GLAZING: 7/16" LAMINATED GLASS 0:0 .•• . EXTERIOR LITE: 3/16" ANNEALED GLASS : . : :': : .090" PV5 INTERLAYER ... . .'• •' . ... .'• • . INTERIOR LITE: 3/16" HEAT STRENGTHENED GLASS CASEMENT WiN00W. OPTI N A,. Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-282893 Permit Number: WS-3-17-539 Scheduled Inspection Date: May 19, 2017 Permit Type: Windows/Shutters Inspector: Alvarez, Manny Angel Inspection Type: Final Owner: LEZAMA, SANDRA Work Classification: Window/Door Replacement Job Address:420 NE 92 Street Miami Shores, FL Phone Number Parcel Number 1132060140079 Project: <NONE> Contractor: LASTAYO & PADILLA CONSTRUCTION COMPANY INC Phone: (786)236-5203 Building Department Comments REMOVAL AND INSTALLATION OF WINDOW AND Infractio Passed Comments DOORS SOME IMPACT RESISTANT AND 2 SHUTTER INSPECTOR COMMENTS False ACCORDIONS 36 WINDOWS AND 4 DOORS Inspector Comments Passed l CREATED AS REINSPECTION FOR INSP-277660. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 18,2017 For Inspections please call: (305)762-4949 Page 26 of 33 Permit NO. WS- -17-539 g80RES`,` Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE ' ork Classification:Window/Door Replacem J Miami Shores,FL 3313&0000 Pen Permit Status:APPROVED % oma Phone: (305)795-2204 F�ORiDp' issue Date:3/2/2017 Expiration: 08/29/2017 Project Address Parcel Number Applicant 420 NE 92 Street 1132060140079 Miami Shores, FL Block: Lot: LOUIS LEZAMA Owner Information Address Phone Cell SANDRA LEZAMA 420 NE 92 ST MIAMI SHORES FL 33138-3155 Contractor(s) Phone Cell Phone Valuation: $ 26,000.00 LASTAYO&PADILLA CONSTRUCTIO (786)236-5203 Total Sq Feet: 0 Type of Work:REMOVAL AND INSTALLATION OF WINDOW Available Inspections: No of Openings:42 Inspection Type: Additional Info:REMOVAL AND INSTALLATION OF WINDOW Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.60 Invoice# WS-3-17-63120 DBPR Fee $7.80 DCA Fee $7.80 03/02/2017 Credit Card $542.20 $50.00 Education Surcharge $5.20 03/02/2017 Check#: 1555 $50.00 $0.00 Permit Fee $520.00 Scanning Fee $15.00 Technology Fee $20.80 Total: $592.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni th r ore, uthorize the above-named contractor to do the work stated. March 02, 2017 Authorized Sig ture:O ner / Applicant Contractor / Agent Date Building Department Copy March 02,2017 1 1 i Miami Shores Village-:111171 Building Department 7MAR 2017 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1(( BUILDING Master Permit No. WS t'a -s��9 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 41Zd 14 E q2 Siy;e e-}' City: Miami Shores County: Miami Dade Zip: 33 1 3 p Folio/Parcel#: 11" JZ0(P Is the Building Historically Designated:Yes NO Occupancy Type: RO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): L,0Q l S Franca s L.e2aa(nc Phone#: 30S L-q L- 52q:- > Address: A20 t4G 92 slree+ r City: Illi Cary-); hor State: r 1_ Zip: -J)31 3"r( Tenant/Lessee Name: Phone#: Email: d. T t► /l� CONTRACTOR:Company Name: & ��l_^cf0-1 ` � i""Li CclQ)S1. Phone#: •/rim ` �20 Address: ROW `F/ 1� (� f�'�`�S j� Q City: R��W 1 State: 1 Ll. Zip: Qualifier Name: �pl�Lf Phone#: 7f� ` �'d� ' 2-0: State Certification or Registration#: «C I r✓��2 D Certificate of Competency#: DESIGNER:Architect/Engineer: N1 /A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ©�� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration _1 ❑ New Repair/Reppla/c�e ❑ Demolition -1 Description of Work: c.MO 000 4nCL L n E ' 11C�'Kno Cyt' W%ncjQL0 -�- C�C�6CS. Sammi i m a a -t ;kTb5o+ +- Z. 1F>h0",c r C G c-c-o c o�S� anCA 9b4 d porS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) h r Bonding Company's Name(if applicable) N A Bonding Company's Address City State rt Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address N 14 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commen en ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In e a e c of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. c Signature Signature ^-D/LL-P� OWNER or AGENT TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument,was acknowledged before me this day of 1AULI)� 1 2017 by 2$ day of —P4V U^'cI 20 r7 by LouIy L&21�'V/k- .who is personally known to � ���-L� ,who is personally known to me or who has produced as me or who has produced as identification nd who did take an oath. identification and who did take an oath. NOTA C EIIII//p��� \\���\�\ (AST NOTARY PUBLIC �ognss3!?Ff '`� ` •�GO....S/�S7�o 6 ' 0 o i MMIS 9 Sign: = J �m y• Sig �o fo: s Print: wk 4A44FT/WArint• ' j9�• BOhded thn+ .F:•�O� .�g. Q� LExaminer �' •. armu P� 161- Seal: Ile, i �TA�;,\ 111 /111111111\ ***************** *********** ** **** *******PPR BY PI Zoning Structural Review Clerk (Revised02/24/2014) SgoRFs G Miami shores Village c lose Building Department „ 1E 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ORiDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance, embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowl d ent: uali i caner Signature Date Print Name 1,aw STATE.OF FLORIDA DEPARTMENT-OF BUSINESS AND , PROFESSIOIVVAL1 REGULATION CGC1509209 `�' ' ISSUED:"1:06/12/2016 I.j: r CERTIFIED GENERAt;GONTRACTOR } PADILLA RAFAEEL LASTAYO 8-PA ILLA CO SThRUC.TIOJV'COM +IS't ERTIFIED under'the'provi fists ons.of Ch 489`F'S. ' t .Expiration date•AUG 31018 ,"2 - -+_ =• •• L1606120001547 S • I 1 CERTIFICATE OF LIABILITY INSURANCE OATE(MMtDD/YYYY) THIS — 02110117 CERT_F_ EIS ISSUED—AS AMATTER_OF_INORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVIE OR PRWXER,AND THE CERTIFICATE HOLDER. MAPORTANT: M the certif tate bottler is an A=TIONAL INSURED,the pdky(tes)must be endorsed. IfSUBROGATION IS WANED,subject to --- - - _ the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONNAME JOSE HERNANDEZ J.L.Hernandez&Associates,Inc. PHONE F#4.Ext);--(3t }236 7676 ------ - FAX sq:—(305)378-9056 ar1A1L .._ -- - ._---- 18839 S.W. 117th Ave. -- ddtantoey@ad.com Miami,FL 33177 hoINSURERS AFFORDIMCi COVERAGE NAIC a (305)238-7676 Fax (305)378-9056 HUSON SPECIALTY INSURANCE COMPANY Phone . INSURER A INSURED INSURER B Lastayo&Padilla Construction Company INSURER c 375 NW 124 AVE INSURER 0: Miami,FL 33182 (786)236-5202 INSURER E _ - INSURER F: -- -- --_.__— ------ COVERAGES CE--RTIFICATE-NU--MB--E--R:-- - REVISION NUMB---ER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED- NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. INSR TYPE OF INSURANCE ADDLSUBR. POLICY EFF POLICY EXP ; POLICY,NUMBER_ GENERAL LIABILITY - LMM1DpY/Y f].1MMlDWYYYYl;_ ------ LIMITS EACH OCCURRENCE -` S 1.000.000.00 ---- ® COMMERCIAL GENERAL LIA131LITY DAMAGE TO RENTED '— - PRMISES Ea oavnence $ 100 OW00 ❑ CLAIMS-MADE © OCCUR HBDt 0023107 MED EXP(Any one person S 10,000.00 01/2612017 `01!2612018 -- _-__- ❑ PERSONAL&ADV INJURY ; S 1,000,000.00 GENERAL AGGREGATE_ ? $ 2.000.000.00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP OP AGG $ 2,000,000.00 © POLICY_❑ PRO-0 LOC— _ .. ----- —.-- -- $ AUTOMOBILE LIABILITY COMBINED-SiZ E LIMIT 7 ❑ ANY AUTOBODILY INJURY(Per person) S ❑ ALL OWNED SCHEDULED - -_-- ----- AUTOS ❑ AUTOS ~BODILY INJURY(Per a cudenl) S- NON-OWNED PROPERTY DAMAGE ❑ HIRED AUTOS [I AUTOS UMBRELLA UAB ❑OCCUR EACH OCCURRENCE S EXCESS LIAR El CLAIMS-MADE AGGREGATE $ - �- (-� WORKERS COMPENSATION !! WC STATU- 0TH-- AND EMPLOYERS'LIABILITY Y 1 N .[D TQRY L!MIT _1.1..E_._;._ ANY PROPRIETORIPARTNER/EXECUTTVE E L EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? ----'NIA (Mandatory In NH) N yes describe under EL DISEASE-EA EMPLOYE` S - DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT: $ --- - - ---....---------..--- --- -- DESCRIPTION OF OPERATIONS!LOCATIONS J VEHICLES (Attach ACORD 101.Adtlitiona!Remarks Schedule,If mom space is reqused) GENERAL CONTRACTOR CERTIFICATE HOLDER IS ALSO ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY 10050 NE 2 AVE - - -.._..---...- '-- --- - AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 --------____ -__-__. _ ® 10 ACORD----- All rights reserved. ACORD 25(2010105)OF ACORD-arae and logo are St marks of ACORD Local Business Tax Fbcei pt Miami-Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY B__ T) 5586343 BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES LASTAYO&PADILLA RENEWAL SEPTEMBER 30, 2017 CONSTRUCTION COMPANY INC 5826095 375 NW 124 AVE Must be displayed at place of business MIAMI, FL 33182 Pursuant to County Code Chapter BA-Art.9& 10 OWNER SEC. TYPE OF BUSINESS LASTAYO&PADILLA CONSTR CO 196 GENERAL BUILDING BY TAX COLLEC OR INC CONTRACTOR 93.75 01/06/2017 Worker(s) 5 CGC1509209 CREDITCARD-17-019355 This Local Busi nets Tax Receipt only con"rrrs payment of the Local Business Tax.The Receipt i s not a I icense, permit,or a certi"cation of the holder's qual i"cations,to do business.Holder rriist corrpl y with any governmental or nongovernmental regulatory laws and requi rerrents which apply to the business. The R503 PT NQ above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-Z76. MIMI®D For more information,vi sit www mi amidade QQy9wccl I ector r, r Report Viewer 1/4117,10:18 AM 0/1 100% 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: 5/15/2015 EXPIRATION DATE: 5/14/2017 PERSON: PADILLA RAFAEL FEIN: 352214635 BUSINESS NAME AND ADDRESS: LASTAYO&PADILLA CONSTRUCTION COMPANY INC 375 NW 124TH AVENUE MIAMI FL 33182 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of e may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., No i< 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 i the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The i JE DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413- 1609 https://apps8.fidfs.com/crreportviewer/reportViewer.aspx?data...Gy%2bFmQWTxP%2buPF7QMMgAJefFxyWBBia%2fH690nf6Xm7sZLwGOw%3d%3d Page 1 of 2 WE,4¢`. JEFF ATWATER CHIEF FINAN ICAL OFFICER STATE OF FLORIDA 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: 3/4/2016 EXPIRATION DATE: 3/4/2018 PERSON: DIAZ EDUARDO A FEIN: 475521778 BUSINESS NAME AND ADDRESS: WINDOWS BY EDUARDO LLC 2376 SW 6TH STREET MIAMI FL 33135 SCOPE OF BUSINESS OR TRADE: Door and Window Installation 0 All Types 0 Residential and Commercial IMPORTANT:Pursuant to Chapter 440.05(14),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 440.05(12), 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 440.05(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. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 JEFF ATWATER CHIEF FINANICAL OFFICER STATE OF FLORIDA 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: 3/4/2016 EXPIRATION DATE: 3/4/2018 PERSON: PIEDRA ERNESTO FEIN: 475521778 BUSINESS NAME AND ADDRESS: WINDOWS BY EDUARDO LLC 2376 SW 6TH STREET MIAMI FL 33135 SCOPE OF BUSINESS OR TRADE: Door and Window Installation❑ All Types❑Residential and Commercial IMPORTANT:Pursuant to Chapter 440.05(14),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 440.05(12),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 440.05(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 anytime for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 XIM MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA Hww.miamidadL ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product o;•material fails to perform in the accepted manner,the manufacturer will incur the expense of sLZh tcl4ng and'thelAHJ •••• • may immediately revoke, modify, or suspend the use of such product or material within ttieir juiN4ctjon. •• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade(Ioull7,*Product t7ontrol Section that this product or material fails to meet the requirements of the applicable building code. :....: This product is approved as described herein, and has been designed to comply wittL t4q Florida Bni1c�ing ••••• Code, including the High Velocity]Hurricane Zone.- .• � �•;�•• DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. •• •• •• •••••. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window L;sta;la�on Guidelines", '. sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared f ,mN,pufactujen,signed •••� and sealed by Anthony Lyrul Miller, P.E., bearing the Miami-Dade County Product Cgptoj Revi4ipp stgmp •••• with the Notice of Acceptance number and expiration date by the Miami-Dade County Product (!Qltrol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and followuio statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADE CCIJNTY NOA No. 16-0629.14 ME rJ Expiration Date: February 19,2019 Approval Date: August 04,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC Aiding glass door, so a PVC fixed window and an aluminum sliding glass door, using:Kbcispace•4SG•TPS •• spacer system, Duraseal" spacer system, Super Spacer'NXTT14,qPWOC systeul An:XL EdgeTM spacer system at insulated glass, prepared by Fenestratibfl•TCsting Laboratory, ••• Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-&TX,'.dated.'rr/K$/15, • • 06!07/16 and 06/02/16 respectively, all signed and sealed by Idyl i�s•Qrteg 7.� 00:00 . 2. Test reports on: 1) Air Infiltration Test, per FBC TAS 202-94 000*00 • 2) Uniform Static Air Pressure Test, Loading p PVBCo, TAS 2012-94 .• 3) Water Resistance Test,per FBC, TAS 202-9 ;••„� ••••:. 4) Large Missile hupact Test per FBC, TAS 201-94'. 5) Cyclic Wind Pressure Loading per FBC, TAS 303794 ••'. • 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Sub►nitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted tinder NOA No. 03-1105.01) Man el Pe ez,P.E. Product Co trot Vatniner NOA_V 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2416 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miaini-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,tris. forewjj • ••••• "Kuraray Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on I;/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerte:q.hte. for Meir: *0*0:0 "Kuraray SentryGlasg (Clear and White) Glass Interlayers"CLAM 06/25/15, ••• eXplring on 07/04/18. '0000 '0000• . . 0000 0000 •••.• 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasketvwpjying Wth She ..... following: 0000.. a) ASTM C864 Specification for Dense Elastomeric Comprestm:Sgal Gaske4s, .' :000 :0 • Setting Blocks, and Spacers with Option II exceptions. 0 ..•••• •••••• b) ASTM D412 Standard Test Methods for Vulcanized Rubber aneThermoplastic �.••• Elastomers—Tension of 1600 PSI. • c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per z, .E. Product Control am" er NOA No. 1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA-,Vo. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph Q.•Charr,.P.N• •••••• (Submitted under NOA No. 03-1105.01) •• •• 5. Proposal No. 16-0125 issued by the Product Control Section, datQd titch O0,oibit, b 0000:. sipped b Chda P.E. 000000 • " Y Ishaq q Chanda, 0000 0000 :0000: 0000 0000 0000. G. OTHERS 0000.. .. . .. ..' 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries•fortkeir Seleg"` 'W- ...... 701/720/820"Aluminum Fixed Window—L.M.I."approved on.40INVt15 and expiring on 02/19/19. ••••0• 0000.. • ..Soo0000.. 00 Manuel a ..E. Product Contr 1 Exa hiner NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 ti r STANDARDS USED GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING - •ASTM E1300-09 -- -- - ----- IMPACT-RESISTANT FIXED WINDOW vARIEs. RATED FOR LARGE&SMALL IMPACT.-RESISTANT- - •ANSI/AFBPA NDS-2012 FOR W000 CONSTRUCTION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO •ALUMINUM DESIGN MANUAL,ADM-2010 SEE ShiEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISI-S100-07/S2-2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY -� 48"TIP-TO-TIP WIDTH �- HURRICANE ZONE(HVHZ). �- 47"BUCK WIDTH - 48"BUCK WIDTH 48"BUCK WIDTH - 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE 45-114`VISIBLE _ 45-1/4"VISIBLE LIGHT WIDTH -+{ PR on rAyi RFVISEI7 WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH fl ilduv inp& W ilw Florida INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD --� 6"MAX. �{ 6"MAX F,SHEET 8 - 2"MAX. 1lwldu>l -M LITE(CAP)MUST TEMPERED. B.SHEET -D,SHEET? I A�"s[`ram:�N"�6 H.SHEET 9, _ - F?tpim wn,13_r ._ I. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I hf:mni +adc raxkFa k ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A -I - -A 95" C - -C I E,SHEET 8 E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G,SHEET 9 96" I -L - HEIGHTI._ - — � BUCK -- } 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE L HEIGHT '— '�JR.05/05/16-ADDED SHEET 11 CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE } 93-114" z WITH SPACERS&MOVED PARTS. OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE j 82-1/4 / ♦ VISIBLE u WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 12"MAX. // VISIBLE 12"MAX. 93-1/4" I I / GREATER.1 X AND 2X BUCKS(WHEN USED)SHALL BE O.C. / LIGHT O.C. I / VISIBLE 5"MAX. / I LIGHT / HEIGHT ( / LIGHT O.C. /// HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE f / IiI j STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I 96" 1 i HEIGHT / 0 96' m THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR -) TIP-TO - ! BUG T j N co '7a ARCHITECT OF RECORD,(AOR). I TIP - II HEIGHT p O 7 51 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE J - }t- v O N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I+ CD r D-' o0 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED - _- _. J- i O M LU � ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 1111 •-- _ L - _ - LLL __ t� _ J 7 W N __ J Z F. ANCHORS SHOULD BE SEALED.OVERALL T 4 I •F,SHEET 8 Z LL Ij LL 10 W o..,�,C, SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6" `- g---{ ;�- 12"MAX.O.C. 6' LSD-�'{ -- 12'MAX.O.C. f H,SHEET 9 =W -!n p INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX SHEET 7 2'MAX' W(� XO co 771- THE 1 THE SCOPE OF THESE INSTRUCTIONS. �-- 5"MAX.O.C. I.-; � i 1 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 ---80 _ Long Side(inj 7116"LAMINATED 67-7/8 72 78 80 84 88 92 96 i0o 104 109-1/2 GLASS STACK 30 +l 80 +180 +/-80 +1-80 +/80 0-80 ___+1-80 +1-80 +/-80 *1-80 +/$0 32 +!-BO +180 +/80 +/.80 _ «180 H-80- +680 +/-80 0L80 +l$0 +I$0 - .090"PVB INTERLAYER 34 «i80 +/-80 +180 +/-80 +180 +180 +L80 +1-80 +180 +1.79.8 +/-794 36 0-80 +i80 +/-80 •/-80 +180 +/-80 +1-79.7 +1.772 +1-751 +/.73.4 +1.722 •---'3/16"HEAT STRENGTHENED GLASS 3/16"ANNEALED GLASS-� PRODUCT RHVISED ]8 +180 +.80 +/-80 +/-80 +180 +1.781 +/-752 +1.725 +/.703 +168.5 +/-65.3 ,.,., n=camplying wiill A FluiJn 40 +1-80 _ +180 +/-80 +1-798 +1-77.2 +1-743 .1.71 3 +1$7.9 +165.1 +/$3.4 +/$1 6 / \ ' - BcildinE Cod' 42 +1-80 +180 +1-80 +I-77 4 +1.74 3 +1-71.3 +1$8.2 +1-64.7 +161.6 +1.59 8 -1-582 `.4l mss." 11� -� 44 +1-80 +i80 +1-78.9 +I-75.4 +/-721 +1.689 +1-656 +/-622 +1-597 +1--57.5 USED AT CURVED SF67-V8 +1-67 + FRAME MEMBERS ONLY (2 l 518" D1J/,r t 80 180 +1-77 2 +i-73.8 +1-70 1 +1-66.8 +/$3.5 +160.3 +/577 LONG SIDE !� 11-7/8'O.C.MAX. °i /80 +1-793 +/-756 +/-71.9 ./-68.3 +/-649 ./$1.5 +1-582 Cn3 I GLASS BITE e180 +1.77.5 +1.74.1 +1.70.3 +1-66.7 +1-631 +/-59.7 Q -79.1 +/.75.6 +I-72.4 +1$8.8 •/-651 +1$1.5 f-' _ 111 m -77.4 +1.738 +/-70.5 +167.3 a/-63 5 � \J l' SHORT -758 +I-72 +1686 +1-65.3 EXTERIOR 11 (.2_0\ _.\\ SIDE 2 -74.2 +/-70.3 +166 8 (L7 \_t-' 1 13} .727 +/-6B.7 +i$5 Y�- \ -71 2 +1671 GLASS TYPE 1 -69.7 +1-65568.3LONG SIDE167 s NOTES: SHORT / W 7 ib 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE > N 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 17 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I � n o }r orl O Ir W N e TABLE DIMENSIONS MAY BE J M co W ON ORIENTED VERTICALLY OR N- o Z �e HORIZONTALLY AS SHOWN I Z u LL o -/ uM O'0 O (-) XN o 0 LU 10 TABLE 3: / ~O w m C) Window Design Pressure(+/-,psf)for Glass Type 3 ,/ o> O YO O Long W_g Side(in) a Z 1- LL 67-718 72 76 80 84 88 92 96 100 104 109-1/2 1-1/16'NOM. �� J O GLASS STACK 7/16"LAMINATED I J Q N 30 +/-80 +1-80 +/-80 +1-80 +180 +180 +1-80 +-180 +1-80 +1-80 +/-80 �- 32 +1 80 +/-80 0-80 +180 +!80 +180 +/80 +1-80 +1-80 +180 +180 GLASS STACK Q 3i16"HEAT SHORT �, F- LU 1+nati 34 +1-80 +180 +1.80 +1-80 +!80 +180 .180 +180 +1-80 +180 •1.80 -� 3/16'TEMPERED GLASS-� • --STRENGTHENED GLASS SIDE ® m Z � 36 +1-80 +1.80 +1-80 +/-80 +180 +180 ./80 +/80 +1-80 +/-80 +180 D In 38 +1-80 +180 +1.80 +/-80 +180 +180 +180 +1-80 +1-79 4 .1-76.4 +1-743 • _ -3116"ANNEALED GLASS 3: W Z 40 +/80 «I-BO +1-80 +/-60----*180 +180 +/-80 +1.767 N-73 5 +1-70.9 +169 7/1fi"AIR SPACE _• .090"PVB j W 42 +180 +180---- +1.80 +1-80 +180 +180 +07 +1-73.1 +/69.6 +1-68.9 +1-65.2 INTERLAYER I < Z JjOJ' 44 +/80 +/-80 +1-80 +1-80 +180 1 +1.778 +1-741 +/-703 +/67.5 +/-63.9 1 -�I \ �` a £ 46 +180 080 +1-80 +180 +1.792 +1.75.4 +1.71.7 +1-68.1 +/65.1 5} O 3 Z N ON LONG O CD �m O1 48 +180 080 080 .I-80 N-77.2 •1-J33 +1$9.5 0$5.8 USED AT CURVED ��i SIDE w L g 50 +/-80 +180 +1.80 +1.794 0.75.3 0.71.3 +167.5 FRAME MEMBERS ONLY (29/ y 5/8" O X L a a 52 +/-80 +/-80 +1-80 +/-77.7 +/.73 5 +1-69.5 @ 11-718'O C.MAX. �- GLASS BITE O m 54 +180 080 +1.79.6 +1-76 +/-71.8 -.i, a;1�i �sa0 s >S (1-3� 56 +180 080 +1-77.5 +1.73.8 �� �- 58 +180 +/-79.4 +1-75.4 EXTERIOR 60 +180 +/-77.6 +/-73.5 •• ••• • • 7 ••,j1�;1_,�• r/13� 62 +l-BO +1.75.8 • • • V' • > 7• 1E,• \-/ SHORT Lam' • • •• • • • • • SIDE 64 +1-78.8 +/-74 • •• • • • •(XA9S T)4PE 3 66 +1-772 • • • • • •-•--r e 67-718 +1.74.9 •• ••• i• • • • •• NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETEW FLT WITHIN. ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • A.LYNN MILLER,P.E. P.E.#58705 • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Window Design Pressure(+I-,psf)for Glass Types 2&4 Long Side(in) 67-718 1 72 76 80 84 88 92 96 100 104 1 109-112 112 1 116 120 1 124 128 132 136 1 140 144 30 +180 +1-80 +1$0 +180 +/$0 +/-80 +180 +/-80 +!80 +180 +/-80 +/-80 +1_80— + IAO +/-80 +180 +180 +1-80 +1-80 +180 +1.80 32 +1-80 H$0 +/-80 +/-80 +1-80 +/-80 +180 +/80 +1-80 H-80 H-80 +/80 +/$0 U-80 +1-80 +180 +/80 +180 +1-60 34 +180 +/40 +/$0 H-80 +/-80 +1-80 +/-80 +180 +/80 +180 +l$0 +1$0 NAO +1-80 +18D +180 +/-80 PRO:DIICT IiEViSL 36 +1$0 +l$0 H$0 +1-80 +1$0 +IAO +180 +1-80 +/-80 +180 +/-80 +/80 +1$0 +/80 +180 +/80 ns<on5p1Ym6'"''iu'tnc F!raids 38 H$0 +l$D H-BO H-BO +f80 +180 +180 .I80 H-80 H80 +I80 +!-80 +/-BO +I80 1;aIMng Cods 40 +180 +/80 +1$0 +1$0 +1-80 --;-/8-0 H 80 +/80 H-80 •/8D +!-80 +I$0 ,4 p!unx s;±n iii' )� 42 +/80 +/-80 +1-80 +180 +/-80 +1-80 +180 +180 +1-80 H$0 +/80pniKr 41 +180 H$0 +f80 H-80 +/-80 +/-80 +t-80 +L80 •1.80 +1$0 nv 46 +/.80 H-80 +180 +180 +/-80 +1-80 +/80 _ H-80 +/-00 ;..I:o .... .. 48 +/-60 +1$0 +180 +/-80 +/-80 +/80 _+180 _ +/AO rn 50 +1-80 +I-80 +/.80 +/-80 +1-80 1 +180 +/-80 C p 52 H-80 +1-80 ./-80 +/$0 +/-80 H-79.1 m 54 +/-80 +180 +180 +180 +1-78.6 56 +180 +180 +/80 _+/-79.1 58 +180 +180 +180 _- 60 +1-80 +1$0 +1-79.3 62 +180 H-80 - 64 +1.80 -- fi6 +IAO m Y 17) 67-718 +180Lu NOTES: 7 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. uY V O o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. �N alc0 m Ov ON o N J J pY C) O Z ,(0 OZ UL LL (00 =LL .- W vx c) X D o 0 H Z m 2 co = N 1-1/16"NOM. TABLE DIMENSIONS MAYBE o Lu O 0 V Z N 9Ma GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR / o Z B_Z ; O , 7 it 7;16"LAMINATED -�� HORIZONTALLY AS SHOWN. GLASS STACK r GLASS STACK v Q J O r q 3116"HEAT STRENGTHENED GLASS LONG J m l -1-.090"PVB INTERLAYER 3/16"TEMPERED GLASS_ r _ _ /� SIDE J Q 3/16"HEAT -3/16'HEAT STRENGTHENED GLASS F F- � LONG SIDE — �� 3116"HEAT STRENGTHENED GLASS —STRENGTHENED�~ GLASS 7/16"AIR SPACE I _-,090"PVB INTERLAYER -� `\ /� ® z it 1•'n'!S ' f11 I U)HORH (5!_� \ SSIDE T 7�7 �"., 'L O U) Z USED AT CURVED �— L ` I— \`��� SHORT < O CE a,o» USED AT CURVED �� -� �- Z d FRAME MEMBERS ONLY j pg Slg• =I SIDE p O O '� FRAME MEMBERS ONLY <29,ti 2i Z NN a@ 11-7/8"O.C.MAX. ��= GLASS BITE Q 11-7/8"O.C.MAX.-_-' GLASS BITE O r a0 13w X w as EXTERIOR EXTERIOR \� SV_ ,f -\ I�-- LONG SIDE T L>_ O I �Y SHORT LONG GLASS TYPE 2 GLASS TYP.4•• ••• • • • e • S16E• g% SIDE _- SHORT -I SIDE ••• • • • ••• •• A.LYNN MILLER,P.E. P.E.0 58705 ••• • • • • ••• • • ••• • • • ••• • • TABLE 5: _ Window Design Pressure(+1-,psf)for Glass Type 5 Long Side(in) 7/16"LAMINATED I� 67-7/8 72 76 80 B4 88 92 96 100 104 109-1/2 GLASS STACK 30 +901-125 4 +901-120 .901-1155 +90'111.5 +90/108.5 +901-106 -901-1045 +901_103.5 -90.1025 -901-1007 +90-97.9 32 +901-116.9 +90'-110.8 .90/-105.3 -901-101.6 +90!-98.7 +901-95.7 +901-92.3 +90t-90.6 +901-90.3 +1899 +/-89 `.090'SG INTERLAYER 34 +901-108.9 +901-103 +901-98.8 +90-95.1 +901.91.8 +/$8 2 +/-84,4 +1.81.5 -1-80.1 +/-79.8 +/-79.4 r -3/16'ANNEALED GLASS 36 -901-102.6 +90'-97.1 +90/-928 +1-88.9 +1-85 5 +/82.6 +/-79.7 +1-77.2 -/75.1 +1-73.4 +/-72.2 3116"ANNEALED GLASS ��""••• PRUUUUT Rii V ISED 38 r90/-98.4 +0-92.2 +1-86.7 +/-83.2 +i-807 +1-18.1 +1.752 +1-725 +/-70.3 +/.68.5 +/-66.3 \ ,�;;,xnp!yirtg whh l}n+Flor6fa 40 -901-94.6 +(-882 +1-826 H-79.8 +!77 2 +/-74.3 +/-71 3 -1-67.9 +1.65.1 0.63.4 +1-61.6 (4_/�, (11� F3,�ilAhe6 4:nLe 42 +901-91.3 ./-84.7 +x.80.7 +1-77.4 +1-74.3 +/-71.3 +/-68.2 +1-64.7 a/.61.6 N-59.8 *1-592 USED AT CURVED 44 H-883 +1$2.4 +678.9 +175 4 +I-72-1 -1-68.9 +1$5.6 +1-622 +/59.7 +1.57.5 FRAME MEMBERS ONLY r 46 +6854 +1-808 +177,2 H-73 6 +1-70.1 +1-66.8 +/53.5 +/-60.3 +/-5 11-7/8'O.C.MAX. `29 f 48 .1-827 +/-79 3 +/-75.8 -1.71 9 +158.3 «1.66.9 +1-61.5 @ GLASSSS SITE LONG SIDE -- a 50 +/-80.9 «177.5 +1.74.1 +1.70.3 .1.66.7 +I.63.1 .I-597 (J3� Si ' r` `:cmi 7nrk Rahcr c..: d N 52 +/791 +1-75.6 +1-724 +/-68.8 +1.65.1 +1$ SHORT 1.5 -1 f 54 +1.774 -/-73.8 +/-705_ +1-67.3 +/-63.5 EXTERIOR 56 +/-75.8 +/-72 +1-686 +1.653 �20)J 113,\ SIDE 58 +/-74.2 +/-70 3 +156.8 - L ro 60 +6727 +/-687 +155 GLASS TYPE 5 62 _ +1.712 +/.67.1 64 +/.69.7 ./-65.5 86 +1.683 �+-- LONG SIDE fi7-778 1 +157 F NOTES: U) m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT �� 7 N 3 "a� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L _ _ p 4 O 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN-FRAMED WINDOWS. -- -- } 7 ah;l Q N N 0 c0 TABLE DIMENSIONS MAYBE 0 co 0) N ORIENTED VERTICALLY OR O- N J oo Z xi, n HORIZONTALLY AS SHOWN. Z u- rn LL m ::i ^"o•p O =uj .- W U ) X 9 o UJ TABLE 6: H-Z m O Ur 9MJ Window Design Pressure(+/-,psf)for Glass Type 7 > p OY z Lmg Side(in) ' o Z d Z O tl LLI 87-718 - 72 76 80 86 88 92 96 100 104 109-112 1-1/16"NOM. _ !/ J J O 30 +901.130 +901-130 +90'-130 +901.126 +901-122.6 +901-119.8 +90/-1181 +901-117 .9d-1158 -901.112-7 +90'-109.9 GLASS STACK _ 7/16'LAMINATED ( J Q `f 32 +901-130_ +90'-125.1 .90!-118 9 +90'-114.8 +901-111 5 +901-1081 +90/.104.3 +901-102.4 +901-102 +90!-101.4 +90'-99.7 GLASS STACK - F H- 34 +901-123.1 r96-116.4 -90!-111 7 +90'-107 5 +901-103.8 +901-99.7 +901-95.3 +901-92 1 +901-90.5 +1-90 -/-89.6 SHORT _ rn (n W 11045 36 +901-116 +90'-109.8 +901.104.8 +90.100 5 +90/-966 +901-93.3 +1-90 +/-87.3 +/-84.9 +/-82.3 +1$1.2 3116"TEMPERED GLASS-� • -3/16'ANNEALED GLASS SIDE ~ ® m Z W 38 -901.1112 +9d-1042 +901-97.9 +90694 +90/-91.1 H-88.2 +1-84.9 +/$1.9 -/-79.4 +1-76.4 +/-74.3 - • -3/16-ANNEALED GLASS u 7 co F 40 +901-1069 +90-99.6 +90/-93.4 +901-90.1 +/-87.2 +I-84 H-80 5 +1-76.7 +1-735 H-70.9 +159 7/16'AIR SPACE- - --� r U CO Z -.090"SG INTERLAYER 42 +901.1032 *90-95.7 .901-91.2 *1$7.4 +184 +1$0.6 +;-77 +!-73.1 +189.6 H-66.9 +165.2 _ • � - C � � 775 _- 44 +901-99.7 +90-93.1 +/$9.1 +!$5.2 +1$1.4 N-778 +1-74.1 +/-70.3 +/57.5 +/-63.9 pZ d o0 46 +901-965 +90-91.3 H$7H .2 •/-83.2 -79 2 N-75.4 +1-717 H$8.1 +185 1 /5 Z N N v 48 +901-93 5 +1-89.6 N$5.4 +/-81.2 +1-772 +1-73.3 +1$9.5 +1$5.8 \-% LONG U 17 OP NUSED AT CURVED SIDE w 50 +901-91.4 +1-87.6 +/-83.7 +1-79.4 +/-75.3 +1-71.3 +1.67.5 FRAME MEMBERS ONLY `291--�� 5/8" O X W d a- 52 N-894 +185.5 ./$1.8 H-717 H-73.5 +1595 @ 11-7/8'O.C.MAX. �� GLASS BITE (L 0 m 54 -1-87.5 +1-83.4 +1-79.6 +/-76 +1-71.8 58 +/-85.6 +1-81.4 -07.5 +1-738 58 +/-83.8 0-79.4 +/-75.4 \ EXTERIOR 60 +1-821 +/-77-6 +173.5 •• 000 R // .� 62 +1-80.4 +I-75.8 • • • • \ 'e� \ •• \13/�--' SHORT __- 64 +i-78.8 +J-7400 SIDE SIDE 66 -772 I •• •i ••• i i •:"S9=YPE7 a • • • • • • • • • 67-718 i +1.74.9 •• ••• •• • NOTES: • • •• �`r 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZESNOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELI FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • •:• ••• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • A.LYNN MILLER,P.E. P.E.4 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE 7. _ ---- --- Window Design Pressure(+/.,psf)for Glass Types 6&8 Long Side(in) 67-718 72 76 80 84 88 92 96 100 104 1 109-112 1 112 116 120 124 128 132 136 140 144 30 +901.130 +901-130 +901-130 +90/-130 +901-130 +90/-130 «901-130 +90'-130 1 +901.130 +901-130 +901-130 1 +901130 +901-130 +901-130 +901-130 +901.130 +901-130 +90/-130 +901-130 e901-130 32 +901-130 +901130 +90/-130 +901.130 +90/430 +901-130 +901.133 +901130 +901-130 +901-133 +901130 +901-130 +901430 +901.130 +90/-130 +901-130 +901-130 +90/-130 +901-130 34 +901.130 +901.130 +901-130 1 +901-130 +901-130 +901.130 +901.130 +901.130 +901130 +901-133 +90/130 +901.130 +901.130 •901-130 +901-130 «90/-130 +901-130 PRODUC(REVISED 36 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901130 +901130 +901130 .90/430 +901-130 .901-130 +901.130 +901-130 +901.130 v.complying-0,&_- 3B m Flnriw'r 3B +901.130 +901-130 +90/-130 +90/-130 -901.13D +901-133 +901-130 +901.130 +901-130 +901.130 +90/-133 +901-13D +901-129.2 +901.127.3 B•rilding Co& 40 +901-130 +901-130 +901-130 +90/-133 +901-130 +901.130 +901-130 +901130 +901.130 +90-126.8 +901.123.2 +90/.122 A.uperarcc t.4.��P'O�P2Mel 42 «901.130 +901-130 +90/-130 +901-130 +901130 +901130 +90/.13D +90'-129 3 +90-123.2 +90.119.7 +901-116 4 �rprnlMm[Yea ltt�� 44 +901-130 +901-130 +901-130 +901-133 +901 130 +901.130 +90/-130 +901-1245 +90-119.4 +901-115 11, - - 46 +901-130 +901-130 +901-130 +901 130 +901-130 +901.130 +9x.126.9 +9U'-120 5 +90-115.3 Pi;ami it:ufe i'mdlre Cnrnn 48 +901-130 +901-130 +901-130 +901-130 +901-130 +9x-129.7 +90/-123 +9x-116.5 r 50 +901-130 +901-130 +901-130 +901-130 +901.130 +90'126.2+894/-119. E 52 +901-130 +901-130 +901-130 +901-130 +90/-130 +86.81-123 a rn 54 +90'130 +901.130 +901-130 +90/-130 +88.81127.1 i 56 «901-130 +901.130 +901-130 +89.41-129 ro 58 +901-130 +901-130 +90i-130 60 +901-130 +901-130 +89.61-129. 62 +90/-130 +901-130 a 64 +906130 «901-130 V, +901-130 67-718 +901-130 LU C0 „",r NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 7,70- 00 0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O Nn 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O y - o N O J N J p Z' r Z LL rn LL c0 J 'MD1O O W L U(W) X�L) o 0 W Z O 2 m 7) ov TABLE DIMENSIONS MAY BE -T ~o w m O 0 O,va ORIENTED VERTICALLY OR /�1 p O `- 1-1/16"NOM. _L HORIZONTALLY AS SHOWN. j Z d Z F W LL GLASS STACK 7116"LAMINATED Q _i U 7/16"LAMINATED _ LONG J Q 'n GLASS STACK -.�� GLASS STACK - S10E Q 4 X3/16"HEAT STRENGTHENED GLASS LONG SIDE - ~ 090"SG INTERLAYER 3/16"TEMPERED GLASS-� _ - °' LL laay5 3/16'HEAT -• •" -3/16"HEAT STRENGTHENED GLASS ==� ® `� Z 3i16"HEAT STRENGTHENED GLASS- • STRENGTHENED GLASS 7/16"AIR SPACE- —.090"SG INTERLAYER \ _• SHORT i 3 (� Z \\ • SIDE p'� \\�\\ O W C o SHORT Q w S USED AT CURVED `.5) J— - SIDE 0 a 00 USED AT CURVED -� x 00 (ZrD r FRAME MEMBERS ONLY (zg 1 5/8" 518' 11-7/8"O.C.MAX. - ti FRAME MEMBERS ONLY �29r.Wj w LTJ C� GLASS BITE @11-7/8-O.C.MAX. - GLASS BITE 1 O X W a a {�— LONG SIDE —� T Ii O ------------- 4- EXTERIOR _ �-T _ _ EXTERIOR � \ EXTERIOR _ =rt. =ap s I:aS �2V/ / �13�1\ �>e)--/j��.J' X13\ SHORT Ir �yi i LONG L SIDE GLASS TYPE 6 GLASS TYPE B ••• ••• • • • • I (l( •• ••: ••� ••• i ••• / SHORT _ 14 SIDE • 0:9 ••• • •• • •• • • ••• • • • •• • • • • • •• • A.LYNN MILLER,P.E. ••• • • • • • • • P.E.#58705 0*0 ••• • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE I, -- OR FRAMING,SEE - Imo---tet EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION_ EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A _ _ - I yll . 1/4„MAX SEE NOTE 2,THIS SHEET - —��\•;�� -�_`-� EMBEDMENT _ SHIM _ TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PixODUCT REVISED 1 : -- EDGE DISTANCE PER SUBSTRATE. ti\ DISTANCE ;�cempt}•mg.vilt,tic Pi:xi:fn 1EDGE / '6SEE TABLE B,THIS SHEET B.d.i'4c C�.u ---rDISTANCE 'tt .' !� IT 1/4"MAX �. rat mil:tc 19 j \_ ,-1,-1-) SHIM DedrPm.?cr::a: C4 \� TYP.ANCHOR TYPE, 7 _EMBEDMENT AND EDGE IT / 1 DISTANCE PER SUBSTRATE, t\ / SEE TABLE B,THIS SHEET ( I a USED AT CURVED `� f EXTERIOR FRAME MEMBERS ONLY '' •.. _ @ 11-7/8"O.C.MAX. CONCRETE/CMU -4� PER ANCHOR __ VISIBLE LIGHT WIDTH- REQUIREMENT WINDOW BUCK WIDTH-2-3l4" ' I� - -- WINDOW BUCK WIDTH — — _ CONCRETE/CMU r1 Y 03 1 WINDOW -- TIP-TO-TIP WINDOW WIDTH --- -- PER ANCHOR j N to �,,,y EXTERIOR BUCK I REQUIREMENT O HEIGHT !Y`�1 „4•Mroc.SHIM —�j HORIZONTAL SECTION A-A ^ a 0 o errI oT to o TIP-TO-TIP - c1 t,-, DJ N WINDOW -y #12 STEEL O c'4 o Z e0 r HEIGHT VISIBLE SELF-DRILLING SMS _ i Z U- to LL 6 :3 LIGHT (GS),SEE TABLE 8, �\ TABLE 8: _ _ 7 UJ � HEIGHT= THIS SHEET Min.Edge Max 0 C. L=j V x— O 0 Ancrwr Substrate Min.Embedment _Distance Spacing O 0 on BUCKWINDOP.T.Southern Pine(SG=0.55) 9/16' 1-3/9' 12' W m O O OMa HEIGHT- ' __Aluminum,6063-T5 min. 3/8" 0.063'* 12" r> O OY V Z 2-3/4f INSTALLATION � #12 or#14 410 SS Screw - A36 Steel 3/8' 0.063' 2' Z a z ° O METHODD ITEXTERIOR Steel Stud,Gr.33 min. 3/8' 0.045"(18 Ga) 12" LL INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/16" 1-3/8' 12' <OD UNDERNEATH THE Aluminum,6063-T5 min. 3/8" 0.063"' 12" Q Z#12 or#14 Steel Screw(G5) O BEADING A38 Steel 3/8' 0.063"' 12' �r Steel Slud,Gr.33 min. We" 0.045"(18 Ga)' 12" Ungmuted CMU,(ASTM C-90) 2-1/2" 1-1/4' 12' Z J (n MIAMI-DADE APPROVED MULLION 1/4'410 SB CreteFlex 3 F— Concrete(min.3.35 ksi) 1' 1-3/4' 12' O F Z t 21 i (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 ksi) 1` 1-3/4' 12' p W , STEEL FRAMING OR STEEL STUD Concrete(min.2.85 ksl) 2-1/2' 1-38' 12' 4 Z Il ) SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon TABLE 8,THIS SHEET Ungmuted CMU,(ASTM 2-1/2' 1-1/4' 12' O >y W N N 5'H% Grouted CMU,(ASTM C•90.90) 2-1/2' 1-3/4" 12' 0 Z r W �1/4"MAX SH IPA Concrete(min.3.5 kill) 1-1/4" 1-3/4" 12' V W Q ?� 5/16"Steel Ultracon Grouted CMU, ASTM C-90) 2-1/Y X �1-3/4' 12' a a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL, LL \� I WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET ' CONCRETE PER :•• •• • •• : • •• EMBEDMENT ANCHOR INSTALLATION NOTES: • • • • REQUIREMENT • •• •• • • • • 1.USE ONLY ANCHORS LISTED ON THW SHE? FC�LOr EftEBMENT�.<�D EIV DISTANCE LIMITS. _ - `\• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1 X',AROE BUDS Wt'bSEVTOTWV THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE INSTALLATION EDGE _ TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. DISTANCE \ AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. • ••• VERTICAL SECTION B-B • ••• • _ 3.FOR ATTACHMENT TO MET�LiHE SjRUCTURAL�1�18L••R 9NALL BEQF/�SI4♦!)♦PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER D: C&N PRELURE FRQM WTH:R V:NDeW OR7MULLI6)N:OA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. • • • • • • P.E.#58705 • • ••••• • • • • • • ••• • • ••• as •• •• 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION_ EDGE OR FRAMING.SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET - EMBEDMENT 1X WOODBUCKSTRIP.HEET --►I- EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION -- — 114 MAX -� EMBEDMENT AND R TYPE TYP.ANCHOR '-�_-, EMBEDMENT -�- SHIM t EDGE TYPE E - �) - — EDGE DISTANCE PER SUBSTRATE, ;T3iGll`<i?`F`SiV1SG[i EDGE < /--(6) SEE TABLE 9,THIS SHEET ( DISTANCE ce 1rAl-8 H'rh:he•r lrndc DISTANCE _ L 114'MAX Ix 2 SHIM 4 rG((�� ( \ ) TYP ANCHOR TYPE, •• _ _ _ -- - Y a EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9,THIS SHEET I �1 EXTERIOR \ USED AT CURVED •• � { 4> �11}� - \ " m EXTERIOR �29 FRAME MEMBERS ONLY •-+ `� VISIBLE LIGHT WIDTH= r �@ 11-7/8'O.C.MAX- CONCRETE/CMU IIIA--�� \"/ ' I WINDOW BUCK WIDTH-2-3/4" I a PER ANCHOR _ REQUIREMENT WINDOW BUCK WIDTH - CONCRETE/CMU LU � U m WINDOW PER ANCHOR N BUCK HORIZONTAL-SECTION C-C REQUIREMENT HEIGHT 1/4"MAX.SHIM -+•- O} n of O #12 STEEL "1- �l O W SELF-DRILLING SMS J J rn p Z Rl+ VISIBLE (G5),SEE TABLE 9, \ LL LIGHT THIS SHEET \ I TABLE 9: Z w tj I j Mo�� HEIGHT= ` Anchor Substrate Min.Edge Min.Embedment Max O.C. U W) X O WINDOW = Distance Spacing W Z Q 2 a0 ont / P.T.Southem Pine J95=0.66) 9/16" 1-318° 12" W m OBUCK C7 2n+u HEIGHT- ( #12 or#14 410 SS Screw Aluminum,6063-T5 min. 3/B' 0.063" 12' o> 16 Z 2-314" INSTALLATION_ i A36 Steel 318" 0.063" 12" z a Z rn 0 TYPE I Steel Stud,Gr.33 min. 3/8" 0.045(18 Ga)' 12' F- Z LL TE H YP - P.T.Southem Pine(SG=0.55) 9/16" 1-3/8' 12' J O EXTERIOR Aluminum,6083.75 min. 3/8' 0.063•' 12" Q Q #12 or#14 Steel Screw(G5) A36 Steel 3/8' 0.063'' 12" Sted Slud,Gr 33 min. 3/8' 0.045'(18 Gal° 12' ® J loony MIAMI-DADE APPROVED MULLION 1l4'410 SS CmteFlex Un Coined CMU, ASTM C-90) 2.1/2' 1-114" 12' Z � F- -� Concrete(min..3.35 ksl) 1' 1-314" 1Y = Z Z 21 (SEE SEPERATE NOA),ALUMINUM. F O - /' J Concrete(min.2.85 kai) 1' 1-3/a" 12" 0 STEEL FRAMING OR STEEL STUD. < (7 ""'S 61 Concrete(min.2.85 ksi) 2-1/2' 1-3/8" 12" Z \ SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultrecon - UngroutedCMU,(ASTMC-90) 2-112• 1-1/4" 12' O 00 TABLE 9,THIS SHEET (Y N Grouted CMU ASTM CAO 2-1/7 1-3/4" 12" � 0 Q r a0 6 �1/4"MAX SHIM Conc rele(min.3.5 ksi) 1-1/4' 1-3/4" 12" w LU 5116"Steel Ultracon v Grouted CMU, ASTM C50 2-112' 1.3/4" 12' X Q d d MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ILL- W �\ } 1X WOOD BUCKSTRIP, w!t �sap;aua5 SEE NOTE 2,THIS SHEET • _ CONCRETE PER •" ••• • • • • • EMBEDMENT ANCHOR INSTALLATION NOTES: • • • • • • • • ••• REQUIREMENT • ••' •• • • • • 1.USE ONLY ANCHORS LISTED ON TjjIS SACT.F:LLSW LMB@DMF SND ELiGE DISTANCE LIMITS. INSTALLATION -- 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",^E BULKS V;OS:TOTOL THICKNESS IS LESS THAN 1.1/2" 1X WOOD BUCKS ARE EDGE �-I \ TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-12"THICK OR GREATER. I� DISTANCE -�AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF TYPE F WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING t SUBSTRATE.SEE TABLE 9,THIS SHEET JURISDICTION. • ••• VERTICAL SECTION D-D 0 • ----- -- 3.FOR ATTACHMENT TO META•THEGTRUCTURA6t�EMOER ill B`%A S)jl!VTO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER; SIGN PF:•SURE F8oOVIT@ERS INSO.C•'MUL+IOjNOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. • • • • _j I P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE `�-I EMBEDMENT -OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET --- -- SEE TABLE 10.THIS SHEET -.--- ___- TYPE J TYPE K EDGE EDGE _ __ DISTANCE 1/4.MAX INSTALLATION >� i__j DISTANCE - SHIM EDGE DISTANCE TYPE IPRDDucTltsvlscD 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I 1 OR FRAMING,SEE Ll cumplyiag ldi with aw•Ftcri3a 1 i I Iv OR FRAMING,SEE i \ Llaiag CnSr NOTE 2,THIS SHEET Acceptaax Nn�(o`O�p`jQ.).L}. ' _"-- — --�- NOTE 2,THIS SHEET �/ F<Pimi D:ae _ �19 1/4"MAX Ir TYP.ANCHOR TYPE,EMBEDMENT AND _� SHIM EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10,THIS SHEET ' 1 EMBEDMENT EMBEDMENT USED AT CURVED EXTERIOR --{29 I FRAM1IE MEMBERS ONLY � _ I - Fa -"@ 11-7/8"O.C.MAX. - i EXTERIOR // \\ � [I�IJ M m WINDOW 1-4) (4) -^'a BUCK - VISIBLE LIGHT WIDTH= _ -""�5l HEIGHT Y�1/4"MAX.SHIM WINDOW BUCK WIDTH-2-314" p 0 o �- — WINDOW BUCK WIDTH -- ai°a O N � 41 I'll, ' 0� 04 VISIBLE I� INSTALLATION HORIZONTAL SECTION E-E o LL N co S ;o n LIGHT ---TYPE L I Iyj LL w L ;i 2 HEIGHT= 1 - W L) a0 °rc WINDOW F- 2. W O to O C.7 �aC BUCK #10 STEEL HEIGHT- SELF-DRILLING SMS ^0> O Q O 2.314" (G5),SEE TABLE 10, �,, I Z 2z HQ THIS SHEET LL TABLE 10: J O MinDistance.Edge Max.O.C. _J o0 ILl - % Anchor SuDetlate Q Spacing 2-112"x.113"Box Nail P.T.Southern Pine SG=0.55 5116" 5" ® co Z hays ^ 2-112"x.131"Common Nail P.T.Southern Pine SG=0.55 318" 5' O F 2.112"x.145'Rooting Nall P.T.Southern Pine SG=0.55 3/8" 5" -'�21) P.T.Southern Pine SG=0.55 12" 5" ~ O Q 2X WOOD BUCKSTRIP EXTERIOR 4 \- -OR FRAMING,SEE #10%1"Steel Scream 0.093"Aluminum,6063-TS min. 5116" 5" Z / 1116"A36 Steel 5/16" S. O F- o 0 NOTE 2,THIS SHEET N N �5}J --- 1/4"MAX SHIM 0.045" 18 Ge Steel Stud,Gr.33 5/16" F. MIAMI-DADE APPROVED MULLION w p - -MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O W (SEE SEPERATE NDA),ALUMINUM, X ? a o_ STEEL FRAMING OR STEEL STUD. LL LL -- _ -- SEE SUBSTRATE PROPERTIES, X5°0 --S INSTALLATION _— TABLE 10,THIS SHEET TYPE J =)'� `_ (-�� EDGE DISTANCE •• 1 INSTALLATION NOTES- • • • • • • •• • •• • • • TYP.AN TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THISaSHEEI.FOL:)W'tM�DMEN'VW:EDIF•DISTANCE LIMITS. -- EMBEDMENT \\_AND EDGE DISTANCE PER •• ••• •• • • • • •SUBSTRATE,SEE SEE TABLE 10,THIS SHEET 2.yy00D BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE%UCKS WHOSE;)TP1 THICKNESS IS LESS THAN 1-1/2" 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • 0:0 3.FOR ATTACHMENT TO META WIE STgUCTURAL MgN%E PSH:LL BE GF A&IZE j21PeOVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DE; %PRESaU2E FRO411 EliHEI;W oft ORIOULLK;NQ A APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E. • • • • P.E.458705 ••• •• •• ••• ••• ••••• 2X WOOD BUCKSTRIP EDGE _- OR FRAMING.SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE/' NOTE 2,THIS SHEET - INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N _ _ EMBEDMENT METHOD ONLY, (- FOR THIS INSTALLATION _ _ 'ANCHORS MAY BE NO METHOD ONLY, _ 1/4 MAX • MORE THAN 6"O.C. I'ANCHORS MAY BE NO _ - _ /_��—� EMBEDMENT SHIM --- - ' • MORE THAN 6'O.C. _ ---- _ -1--L i � I 1X WOOD BUCKSTRIP,SEE a :2�rD!ICT'1?EVL`:L'.D I 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET \ ccngrt}mg w:h tli Ficri1: OR FRAMING,SEE //r ?ai1:11ng Cu_"c --- � / NOTE 2,THIS SHEET ' iA- 1/4"MAX ll\/ TYP.ANCHOR TYPE,EMBEDMENT AND If- _ j 3� SHIM 1 ll1\t I� EDGE DISTANCE PER SUBSTRATE, \ ��,3�Dom.P" SEE TABLE 11,THIS SHEET TYP.ANCHOR TYPE, J' J \I _EMBEDMENT AND EDGE /- DISTANCE PER SUBSTRATE, 111 SEE TABLE 17,THIS SHEET D EDGE EXTERIOR I2g)USED AT CURVEFRAME MEMBERS ONLY DISTANCE EDGE @ 11-7i8.O.C.MAX. DISTANCE u �+ CONCRETE/CMU �1`1; PER ANCHOR REQUIREMENT =�-1 4`7 / _ --- CONCRETE/CMV W � Y CO WINDOW _/ �11\ "'\ PER ANCHOR > N ^•'� BUCK VISIBLE LIGHT WIDTH= -��6/ REQUIREMENT HEIGHT 1/4"MAX.SHIM -�-j '� WINDOW BUCK WIDTH-2-3/4" --------�� p d' O '7 WINDOW BUCK WIDTH - J; EXTERIOR N V, alot/ O J\/L O 04 o vlsleLE `- it HORIZONTAL SECTION G-G o f N C' z ; INSTALLATION TYPE O I z u7 U_ m U-1 n LIGHT — _ =W •' HEIGHT= FOR THIS INSTALLATION U O X D m ❑ WINDOW METHOD ONLY, ` TABLE 11: H Z O V -N HEIGHT- !M.RBUCK EOTHAN 6RS YO.0 BE NO I Anchor Substrate Distance Min.Embedment max.O.C. po j pacing ,O O ,ML+ 2-3/4" - - --- P.T.Southern Pine(SG=0.55 9/16" 1-318" 6" Z d Z N W #12 #14 410 SS Screw Aluminum,6063-T5 min. 3/8" 0.063"" 6" _J O #12 STEEL a A36 Steel 318" 0.063"• 6" rn SELF-DRILLING SMS_; Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 6" N + (G5),SEE TABLE 10, --j, P.T.Southern Pine SG=0.55 9n 6' 1-318" 6" U) 75=,s THIS SHEETl #12 a#14 Steel Screw(GS) Aluminum,6063-T5 min. 3/8" 0.063"• 6" F3 u Z O _ A36 Steel 3/8" 1 0.063" 6" --�21� TYP.ANCHOR TYPE, Steel Stud,Gr.33 min. 3/8' 0.045' 18 Ga ' 6' Q Q Z EXTERIOR -= EMBEDMENT AND EDGE U routed CMU,(ASTM 690 2-1/T 1-1/4' 12" < ❑ _-- �(6� - r1 1/4"410 SS CreleFlex Z --/ DISTANCE PER SUBSTRATE, `J Concrete(min.3.35 ksi) 1" 1-J/4" 12" O H o 0 SEE TABLE 11,THIS SHEET Concrete min.2.85 ksi) V "14" 12' F U) N N 5�,__ _ i MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksi) 2-1/2" 1-318" 12" ❑ Z ^00 r- --� , 114"MAX SHIM 114"Steel Ultracon m W (SEE SEPERATE NOA),ALUMINUM, U routed CMU, ASTM 690 2-1/2" 1-114' 12' U X Z a a / STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM 690 2-1/2" 1.314• 12' -- -- _—� SEE SUBSTRATE PROPERTIES, LL W Concrete min.3.5 ksp 1-7/4" 1-314' 12' t--- —_— TABLE 11.THIS SHEET 5116"Steel Ullracon Grouted CMU, ASTM C-90) 2-1/2" 1-314• 12, INSTALLATION 1),WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N =l '--��` �� SEE NOTE 2,THIS SHEET INSTALLATION NOTES_ ••• ••• • • •• • • •• EMBEDMENT • • •• • • • ° ,• 1.USE ONLY ANCHORS LISTED ON TH%•HEE*SOL bW:MB•1Q1:NT•6*D%ISTANCE LIMITS. _ - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS!-TX",AIkt%UCKIWHO{E TQTAy VICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE �{• y✓�/ _ OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1!2"THICK OR GREATER, 6 D �b _ EDGE _ INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING -I DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:4z STF�CTURAL MEI�EF116H*L BE Oj%IZE T�P•ROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H • ' • • • --- --- 4.IF APPLICABLE,LOWER DEAGN PRESaL�E I&Oj EITHEt7•VVIF•lOW OR WLU0j N j APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.PE ••• • •• • • • • • P.E.#5eT05 • ••• •• •• • • • ••••• t'lZ Jliili;T REVI:A':D m;M�in�uidi Ozc F)nridn .rl�ur Cut: ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE 8 EQUAL-LEG FRAMES ri FOR FIN FRAMES 11 � YrD = o ` I(' 1 I 'I kl� ANGLED/CURVED I tr ANGLEWCURVED p p FRAME ASSEMBLY S%) FRAME ASSEMBLY Y n -,=r7 O I.% 1 90°CORNER ' (f L I 90°CORNER Q cli yOf O I FRAME ASSEMBLY it I I -�'�^ {�, FRAME ASSEMBLY I I -) c� W N O J o)J O Z n n Z LL Lo LL CO J 'n I LLI LU SDr I) 1 ( f SDI J W m O 0 W Mc ALL COCl RNERS TO f" ,.•' I /I I I ALL CORNERS TO I _ l 70,7-0 Y ,� Z Z USE GASKET _) Ij qqI USE GASKET a 7 rn O J '� �'- J I C AND/OR SEALANT f( a- I V H O LL AND/ORSEALANT q % �.%� I p� I,4 / I —EQUAL-LEG FRAME l G � FLANGE FRAME F t / !' m Z Z y -„fir j O W EQUAL-LEG FRAMEr MITERED FRAME WITH INTERIOR = (o Z ' MITERED FRAME WITH INTERIOR I I- O AND EXTERIOR FRAME WELDS (," AND EXTERIOR FRAME WELDS Q p p,E �7 -FLANGE FRAME (SHOWN)OR CORNER KEYS AT 'I (SHOWN)OR CORNER KEYS AT LLO Z ~ 00 30� J� SCREW BOSSES.SEALANT AT ALL CORNERS _ SCREW BOSSES.SEALANT AT ALL CORNERS 0 W C,4 C4 �.._ A f 1 i 30� w U _ " - O as LL m 00 0 ••• i ••• •• • • • • • • • • •• • • • • • • • • A.LYNN MILLER,P.E. ••• • • • • • • • P p 58105 • • • • ••• • • • ••• •• •• • • • ••••• 2.784' --- 2.784" -- ---- 2.784" TABLE 9. - _094' -J' .094" -�-I Is- _094" �+Item t # PGT Part# Description Material } .074" - - .062" .074" .062" 1 .074" + .062" 1 4253C Flanged Frame Alum.6063-T5 I 1375" �_ 1.375"L 1.875" '1 PR(:D!IC"E"Rl:V1tiEU 2 4285 Equal-legFrameAlum.6063-TS .438" 500 .438' + .500 .438" uscon:ptyi.gw:rhry•„Fkairia 3 4256 Integral Fin Frame Alum.6063-T5 '000"5010" ����-- .050"1O00F< ���---- .OSO"'�°°E f .�� o.�oc• c"+I:wFg eMu 050"° A.- •NuICr0 2y,1q 1.12s'• r.�:q;rarar,Car.. ZO I 4 4255 7/16"Lami.Glass Beading Alum.6083-TS � � FLANGE FRAME EQUAL-LEG FRAME .on” r; 5 4254 I.G.Glass Beading Alum.6063-T5 #4253C,6063-T5 #4285,6063-T5 ;=+,;,:„wJ<Pru4Av t orurrl 6. 4270 Installation Fastener Cover Alum.6063-T5 3 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC #4256,6063-T5 a 10 70589C Gasket(at 90'comer joints) Polyethylene a 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 �►{ 1.206" fF �-�{ - .346' a' JR-05105116-ADDED THIS SHEET 13 Dow 699,GE 7700 Silicone or Equiv. �I���—,iii++ 1'037" U WITH SPACERS&MOVED PARTS. 20 71652K Setting Block,Mono.3/16"x 7/16"x 4' Neoprene,Duro.85+/-1 .875'— .875" 71704AK Setting Block,I.G.3/16"x 13/32"x 4" +/-1 -�I�-- R .050" 21 Neoprene,Duro.85 .050" .OSC r1 Y rll 29 #6 x 1-1/4'FH SMS Stainless Steel INSTALLATION 30 781PQX #8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" 1.G.GLASS GLASSBEADINGO BEADING OFASTENERCOVER p O 4 #4258,6063-T5 5 #4254,6063-T5 8 #4270,6063-T5 N 1 77 p O t U) CN J J W M O Z Z U _u_ (OD J °'G O W um Ld O V x 0 u1 ALUMINUM uJ F-w m IS (D w 7NG SILICONE HOT-MELT BUTYL t� REINFORCEMENT POLYISO- DESICCANT FILL AREA > If ,� Z Z STRUCTURAL F` BUTYLENE - o O rn O O •K, 5/16"NOM. Z d Z .� SILICONE 5116"NOM. SEAL 'S Q V O LL STRUCTURAL 114„NOM FOAM 3116"NOM. •\ SILICONE SEAL J POLYISOBUTYLEN WITH BUTYCA LB ROLL-FORMED -� "- WITH DESICCANT DESICCANT j DESI FOAM / STAINLESS STEEL /�, U) Q Isys EXT.GLASS ii^ EXT.GLASS EXT GLASS / /i I ® Z ZO EXT.GLASS 3 F- ,1 i-V INT.GLASS -"!\-INT.GLASS < -� INT.GLASS �(% INT.GLASS O0 W C'0 N 5. KODISPACE 7s SUPER DURASEAL® s XL EDGErN LL m as }4SG TPS (J SPACER®NXT'm SPACER SPACER G a„as :•• 0 0 1 1 Is '• • •• •00 • • TABLE 10: • •; : 0 • • 0*0 •� Part# Description Material •• ••• •• •�• •.• % (`�1� 75 Kommerling 43G TPS Spacer System (� D 76 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for • 0:0 000 77 Quanex Duraseal Spacer Materials i • -8717,8966&6970 •�• ••• •• 78 Cardinal Edge Spacer •• • • .. : : •• A.LYNN MILLER,P E. REFERENCE TEST REPORTS:FTL • • • • � � P.E.a 58705 ••• Is Is Is • • N MIAMI-DARE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION affamlow DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade CountyeRsoduct Control Section (In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County}preserve •••••• the right to have this product or material tested for quality assurance purposes. If t1his0ptvduct pt T airrial • fails to perform in the accepted manner,the manufacturer will incur the expense of strut;esting an64th8*AHJ •••••' may immediately revoke, modify, or suspend the use of such product or material dtR li?their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Mdfnty ProduLtf Control • 0000 ..�..• Section that this product or material fails to meet the requirements of the applicable bu lyding code. e ••••• This product is approved as described herein, and has been designed to comply witt0the•Florida Bp'lding •••••• Code, including the High Velocity Hurricane Zone.- 000090 . DESCRIPTION: Series "CA-740"Outswing Aluminum Casement Window-L.UX • •••••• .0.009 APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Mndwk.Detaits - LM & :..••: SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, preparedly mannt'a r_tnrer; • signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp with tine Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0629.21 MIAMi•DADECOUNTY ��' Expiration Date: April 11,2018 Approval Date: August 11,2016 !.j Page 1 l 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No_ MD-CA740-LM,titled "Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS ;Q;;94 2) Large Missile Impact Test per FBC, TAS 20L-94 . 0 0.0 ...... 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •0 along with marked-up drawings and installation diagram of a PAAe hiding gIbms•door, 000000 a PVC fixed window and an aluminum sliding glass door, using"V)ffispace 4S'G TPS :0000: spacer system, Duraseal''�' spacer system, Super Spacer NXTTM spacer ms and XL • ... 000 0000. EdgeTM spacer system at insulated glass, prepared by Fenestratic4q;.qjing I,Pjboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970.•fated:11,61.6/15, •••• • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idatnz.49:lega, P.E. •. 2. Test reports on: 1).Air Infiltration Test,per FBC, TAS 202-94 • 0000.. 2) Uniforni Static Air Pressure Test, Loading per 7136 TAS*202-94 ••••; 3) Water Resistance Test, per FBC, TAS 202-94 00 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. I5-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel e , .E. Product Contro Exa in NOA No. 1 - 629.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 A PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"' dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance. complying with FBC-5`h Edition (2014), dgd May 16,2015,issued by manufacturer, signed and sealed by AnthonX Lygn MillerP..r. ...... (Submitted under previous NOA No. 15-051913) 2. Statement letter of no financial interest, dated May 16, 2015, iz1&Vby mantifaefurer, •""' signed and sealed by Anthony Lynn Miller, P.E. """ •••• .... .... . . (Submitted under previous NOA No. 15-0519.13) • .... .... ..... 3. Proposal No. 16-0125 issued by the Product Control Section, dated,March 09,20.16, ..:.. signed by Ishaq Chanda, P.E. 000000 : ••• ••••;• G. OTHERS • 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries�or�4hgir Ser�j�"CA- ;•••• 740"Outswing Aluminum Casement Window-L.M.1."approved on 07/16/15 A" expiring on 04/11/18. 3 . Manuel erez Product Control Ex mine NOA No. 16-42 _1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 5/16-1_AM',NATEO 711b'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING MPACT RATING GLASS STACK �l GLASS STACK —I CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL o90"BU ACITEFPVe Oso sGNer KURARAv SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE ,-Br KURARAY 3116"ANNEALED OR- AMERICA,INC. 1!6"ANNEALED AMERICA,INC HEAT-STRENGTHENED 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE GLA55"`•.. GLASS • HEAT NNEALED OR 37"WIDTH _ HEAT-STRENGTHENED REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 25.476"MAX.O.C.IF WIDTH IS -Ile'ANNEALED \ GLASS VELOCITY HURRICANE ZONE(HVHZ), UNDER 33.476"(HEAD&SILL EXTERIOR � �-\ —GLASS EXTERIOR JB�- 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. - a_ \ REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE -+- B.SEE SHEET 2 _ I 11/16"GLASS BITE 11/16'GLASS 817E OUTBOARD LITE(CAP)MUST TEMPERED. _ --_ - /�35 �•__^ 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE ,j _ ___ - _ } J '' - _ )r 3) APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR F i� EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 1 I� 1 MAX 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A A.SEE O.C. \ SHEET 2 GLASS TYPE 1- GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED \ 716•NOM. 7/6"NOM _ DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR j GLASS STACK _ 5116'LAMINATED GLASS STACK _ r/16-uM:NATED \ 6'MAX. --(� I� GLASS STACK GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY j \ O.C. �1 I GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION ;.1/6"ANNEALED cuss Jll6"ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. j \\ 7116-AIRSPACE-' 09D'BUTACITE�PVB 114-AIRSPACE -\;' "HEAT-STRENGTHENED GLASS 69' USEANCHOR BYKURARAv \l�, .090"SG"BY KURARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE j ` —� 1/e'ANNEALED OR 3116-ANNEALED\ PAIR AT EACH .�ti i AMERICA,INC. GLASS, \Y �-`AMERICA,INC. TEMPERED GD OR _ OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT Ct. JAMB IF _-, ; 38\. _3116"ANNEALED OR 1I6'ANNEALED ! TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT ��/ - HEIGHT IS �38; �_� \ i) HEAT-sTRENcmENEO Guss THE FRAME. IN ANCHORS SHOULD BE SEALED.OVERALL (OLD) j �i -� 26"OR OVER EzrERIOR GLASS ' ExTEft!oR SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION j j SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 7fi' � >a I! 11/76"GLASS BITE `37 11/16"GLASS BITE INSTRUCTIONS. - - HEIGHT > L 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING I } APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j 132 7)DESIGN PRESSURES: i/ GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, •! 718"NOM _ FRAME ANALYSIS AND GLASS PER ASTM E1300. _� GLA STACKANNEALED 7116LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ -- I+ STACOR K CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 �`B i----- 3/16'ANNE iHEAT-STRENGTHENENED GLASS 14-1/2'MAX.D.C.IF WIDTH IS 1/4'AIRSPACE Y O 'SGe'BY KURARAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4'MAX. 33.476"&OVER(HEAD&SILL) 3/16•TEMPERED I -AMERICA.INC. WINDLOADS CORRESPONDING 70 THE REQUIRED DESIGN PRESSURE.THE 30"VISIBLE GLASS 3r16"ANNEALEDOR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS - OPENING(DLO) 3a 1�\ HEATSTRENGTHENED PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF �� GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION OF CASEMENT WINDOW EXTERIOR - - DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA a BUILDING CODE FOR CORROSION RESISTANCE. / / (' 11/16'GLASS SITE STANDARDS USED: 9)REFERENCES'TEST REPORTS FTL-7065.3579,3580,3724;ELCO ULTRAC0 •2014 FLORIDA BUILDING CODE(FBC).5TH EDITION 3)- NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND •ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION �\Jj 150 i'RUTAICT REVISED •ALUMINUM DESIGN MANUAL,ADM-2010 (32� .,:nplying wilh Lhe F4xidr •AISI-S100-07/S2-2010 E,13mg Cork TABLE 1: GLASS TYPES 8&9 A,.�pmm u !(v o62 21 1L 71111111/// Expiration Dsle T 7D!$ Glass Types Sheet# \xx •• • • • • •• Rei d By: Dole: ae,;s:. B: 0..1tE 4►� '�i • • • 0 • • ' JR 05/05/16 ADDED SHEET 11 1 5/16"Lami(1/8 An•.090 PVB-1/8 An) 5 GENERAL NOTES.............................1 \ .•• '•.�( • i -- WITH SPACERS. Mionu 1'm+iect� Q'; • •.Z"�1 ••ILII• r• --�-•i • I///VVl 6 ELEVATION....AI .__....... 1 • •.�j I. � • � �• Re�rsed By DnteRew�s:on A 2 7116"Lami(3116 An-.090"SG-3116 An) GLAZING DETAILS..._............._...... 1 _*•: �-SB7� �•• 'JII•JI • • • •• 3 7/16"Lami(3/16 HS-.090'SG-3116 HS) 7 INSTALLATION................................. 2 = -_ 4 7/8'Lami.IG(1/8"An-7/16"Air•118"An-.090"PVB-1/8"An) 5 ASSEMBLY TUBE DETAILS.............3 =17 * - \ Deso�� ZI T.�w., ey: 5 7/8"Lami.IG(1/8"T-7/16"Air-1/8"An-.090"PVB-1/8'An) 8 ANCHOR SPECIFICATIONS............4 =�0 •.. \ GLAZING DETAILS J ROSOWSKI 6 7/8'Lami.IG(3116'An-tl4"Air-3/16"An-.090"SG-3116 An) 9 ANCHOR QUANTITIES..............__...4 O�•. -•llI` 7 7/8"Lami.IG(3116'An-114"Air-3/16"HS-.090"SG•3/16"HS) 7 DESIGN PRESSURES................. ..5-9 Cep ,! ` • 7ytGHNOLO �ffjy�VE• rle: Dule ASSEMBLY DETAILSi80M. _.........10 ' S •... �5 e Ira"Lami.IG(3116'T-1/4"Air-3116"An- 090"SG-3/16"An) 9 S,. y �� • N.�EN�E. FL 442, • EASEMENT WINDOW DETAILS-LM&SM 08/08/12 EXTRUSIONS/SPACER....................11 z,77 QNA G _, • • Q.O•BOA 152 • • 9 718 Lami.IG(3/16'T-114"Air-3116"HS-.090"SG-3116'HS) 7 rll 1.111111 •• • •NC4(OV. FL 4274 • �r1es/Model: .Scnlr,: Sheet: Draning No. Re•": PV "= BUTACIT L"'PVB BY KURARAY AMERICA,INC. A.LYNIII ALTER P.- CERT. 0- AUTI- N29296 CA-740 NTS 1 OF 11 MD-CA740-LM B "SG"=SENTRYGLASN BY KURARAY AMERICA,INC. I P.E058705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE _ OPTION 4 DISTANCE �_ �- EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. / CONCRETE/CMU DIRECTLY INTO MASONRY DIRECTLY INTO METAL. AS REQUIRED PER '� \ PER ANCHOR TABLE 3.SHEET 4 2 i \ EMBEDMENT REQUIREMENT _.__-_ - BUCK WIDTH ATTACHED TO _ - rgZ TVP.ANCHOR _ 1/4"MAX 15 �6 FRAME SILL SHIM ATTACHED TO x J TYPE, VENT SILL -- 13 EMBEDMENT _ _ B9 � #12 STEEL AND EDGE ., I 4 g "\ / �8o / (12 83, SELF-DRILLING DISTANCE PER �' 32 33 / (- \I V —SMS,SEE TABLE �� \� SUBSTRATE, \ ° ,/ 2p, _ __ 9-� _ _ / 3.SHEET 4. 22 23 4 SEE TABLE 3, l� '/ / � ' /-/ SHEET 4. _ EDGE / DADE APPROVED I 60 (8� 18) 84��� _ _ i MULLION,ALUMINUM, \ DISTANCE `-{8 tt ` BELOW OPERATOR ARM 03 (139 i STEEL FRAMING OR \/pg�p, h ✓� STEEL STUD. ATTACHED TO -_ 2 -/GSI ; ATT�H�D TO VENT SILL 35_3 J- (g, ' FRAME JAMB % EMBEDMENT .�{24\I �. ��: �7 _ \, \ �13� �771) ?_�v f__ - VISIBLE LIGHT WIDTH(DLO) - 3 C5 `-�83 � X70 �/ FOR SNUBBER REQUIREMENTS. EXTERIOR ATTACHED TO I i `- SEE TABLE 4,SHEET 4. _ - �}/ EXTERIOR VENT JAMB OPTIONAL ADDON WINDOW WIDTH L 1l FLANGE @ HEAD, _ SILL 8 JAMBS HORIZONTAL SECTION A-A gtl 11 SEE DETAIL EGRESS FORMULAS: WINDOW F_-- _:_A1,BELOW�-, WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 HEIGHT JAMB NOTES: - NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE VISIBLE '\14_i \--� WARE ANCHORS LISTED ON TABLE 3.SHEET 4. 71 WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 COMBINATION UNITS, LIGHT FOLLOW EMBEDMENT AND EDGE % HEIGHT DISTANCE LIMITS.ANY INSTALLATION ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK �' 10"MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY 7 / - __ INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. �/ -I- WINDOW FRAMES AT 10"MAX. ATTACHED r - FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-12" / ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED 1X - \� SEE TABLE BELOW: ATTACHED TO (� INSTALLATIONS.1X WOOD BUCKS ARE - - - FRAME JAMB Q 89, OPTIONAL.UNIT MAYBE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS -+ �- 10'MAX. Ae of thel Anchors PquireAssembly on each 1 DEPICTED AS 2X ARE 1-1/2"THICK OR L-- SEE DETAIL A2,BELOW Side of the Frame AssemNy Tube(FAT) ATTACHED TOWindow Anchor Type VENT JAMB GREATER. AND 2X BUCKS(WHEN USED) J SHALL BE DESIGNED TO PROPERLY ___ LL Width A B,C d D TRANSFER LOADS TO THE STRUCTURE. � 17'-22.9" 0 0 �--�� WOOD BUCK DESIGN AND INSTALLATION "\ 23"-25.9' 0 1 IS THE RESPONSIBILITY OF THE ENGINEER - %' 63 OR ARCHITECT OF RECORD.MAXIMUM 26'+ 1 1 -- ---- j l SHIM THICKNESS TO BE 1/4". a Willow Anchor Type if 17 Wght A O,CBD 20� ��� �15 16) - ---... 1T-22.9" 0 0 _182�=° DETAIL DETAIL 23"-25.9" 0 1 _ 21•}--" / Al A2 26'« 1 1 Wt j!D1`4yinp w tR AM Fla � lfo' O(o29.21 \ '19�;-4) 1X WOOD • • • • • • • eased By. Date: Rav6wo B E,prrarun Dace ,2018 SEE NTE 2, BUCKSTRIP, - • • • J f-�-•� By. THIS SOHEET. • •• • • �j--_N ��• R--d B rete: ae,is;on a: hiixn:i I ade Pnwk...n C'�+nv � 1/4'MAX SHIM ''JJJIII• i ' 5r: ' LJ r D;oen CONCRETE ° EMBEDMENT • ••• • CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR ` + • • *700TE310MOLOG•DiJE• 1•le: Octe REQUIREMENT L • • • N.•ENNE• FL 91275 ' BASEMENT WINDOW DETAILS -LM&SM 08/08/12 • • • • •,0.•Bpm 152 • INSTALLATION OPTION 3 • •• • •N fDnR, FL 3Rz7a • Scnc.^^/Meoee Scaie: Sner 1111-1g No R. INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ••• • 1X BUCKSTRIP INTO MASONRY. A LYNN 05 P E CERT OF AUTH. �j2929fi CA-740 NTS 2 OF 11 MD-CA740-LM B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENTMC) PRCiD'`-TRE-ViSED ;np:yme.vrtl+ttm Fl+.tidy ";uitdutp Cork t�'0��.rl� 10",SEE NOTE 7,THIS SHEET - Acc.^t4nu Nv. FIGURE 1: T-�--� FIGURE 2. 740 SERIES—� 1ir' ti.Dat' ls Lj:� AWNING j S\WINDOW' BG C .� = - —DFRAME DOW fi ' > __ASSEMBLY -� HEIGHT \�j �► `� ��I =— TUBE - FRAME ASSEMBLY TUBE NOTES: m 10",SEE NOTE 7. _D - - \\, \\ THIS SHEET `\ �\ 1)DIMENSIONS SHOWN ARE 740 SERIES r/ TIP-TO-TIP DIMENSIONS FOR EACH J - _ —CASEMENTNDOW —a 'rf'" \ INDIVIDUAL WINDOW.FOR SIZES NOT WINDOW I i 11 / - SHOWN,ROUND UP TO THE NEXT WIDTH / AVAILABLE WIDTH OR HEIGHT f� 740 740 E DIMENSION SHOWN ON THE TABLES. U o y SERIES FRAME SERIES f FRAME 2)ANY 740-SERIES PRODUCT � CASEMENT ASSEMBLY CASEMENT ASSEMBLY_ (CASEMENT,AWNING OR FIXED x� WINDOW WINDOW Tn u E TUBE CASEMENT)MAY BE ATTACHED TO J J (F- ' THE FRAME ASSEMBLY TUBE.FOR r i )+ \_740 SERIES ALL WINDOWS,USE THE WINDOWS Fa- FIXED WINDOW' NOA FOR ANCHORAGE,SIZE AND M W J LL U-4 �_ DESIGN PRESSURE LIMITATIONS. 0 Q Q 'SEE PRODUCT'S NOA FOR ---_- 3)ALL WINDOWS IN THE WWMINSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO740 SERIES INDIVIDUALLY COMPLY WITH THE CASEMENT—' EXTERIOR 4THROUGH REQUIREMENTS OF THEIR WINDOW f-� � - RESPECTIVE NOA. OQ4)FRAME ASSEMBLY TUBE TO BE O :740 SERIES0 SERIES o `�FASTENED TO WINDOW,AS SHOW IN AWNINGASEMENT W— -- —WINDOW, DETAILS,WITH MIN.#12 X 1"SHEET � ^WINDOW INDOW r FOR SINGLE UNITS: ..= r% METAL SCREWS.USE THE SAME (n Z O MIN.#12 X 1"SMS SPACING AND QUANTITY AS THE1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER. 0 W vAND GLASS. i! INSTALLATION HOLES FRAMEASSEMBLY .n ( � W Q 5)THE FRAME ASSEMBLY TUBE MAY aASSEMBLYTUBE O Q fq V 2)KNOWING YOUR ANCHOR TYPETUBENOT EXCEED 62'IN LENGTH(AS USED of AND SUBSTRATE,DETERMINE / IN A 63"FLANGED WNDOW)OR BE MIN.#12X ° -7 oLL =u YOUR ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS 1"SMSTABLE 3,SHEET 4. 1"SMSCONFIGURATIONS. 740 SERIES 7 THROUGH—� -S CASEMENT 1 INSTALLATION WINDOW HOLES 1 w n 3)FROM SHEETS 5-9,FIND THE INSTALLATION - 6)THE FRAME ASSEMBLY TUBE IS F SHEET FOR YOUR GLASS TYPE, • HOLES s=� NOT REQUIRED TO BE CLIPPED TO FIND THE PRODUCT'S DESIGN - THE SUBSTRATE.ALL EXTERIOR 740 SERIES 740 SERIES ! (� p PRESSURE FROM THE TABLE FRAME \ \ JOINTS TO BE SEALED BY INSTALLER. I r_ LABELED"DESIGN PRESSURE CASEMENT EXTERIOR ASSEMBLY CASEMENT \�---�) 740 SERIES - (PSF)FOR SINGLE WINDOWS,ALL WINDOW I- WINDOW �'� r��m_� a \J TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, / W- ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C-C \� WINDOW' MAY NEED TO BE INSTALLED ' 4)DIMENSIONS SHOWN ARE / THROUGH THE WINDOW FRAMES AT ,� - w TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT •• ••• • •—•—T`ir• CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2.THIS SHEET.DETERMINE YISUR%C:IOF:GR:UP:RC:T*LE 3,SHEET 4. --- TABLES. Additional ra A s ubed on each • •• • • • • ••• • Side of the Frerne Assembly Tube(FAT) 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • Vd— AnchwType Mawr Type5)USING THE TABLE LABELED •• ••• •• • • • •• q B,C&D"WINDOW ANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR"DESIGN(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS9` 0 0THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 9" 0 1NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES•! • 1 1JAMBS OF YOUR WINDOW. • •• s • ! • • • Mohw Type4)USING THE TABLE LABELED"WINDOW ANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBEPVAttHORS NEEQED INJHE#HEAD,Sy.L AND, MBC OF A B,C&D6)INSTALL AS PER THE YOUR WINDOW. • • • • • • • •INSTRUCTIONS ON SHEET 2. 9' 0 0 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH TH"WOW IRAME INTO THE SUBSTRATE MAP SLAREQLAR EO(SEE 23"-25.8 0 1 SHEET 2).AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 26"+ 1 1 A.LYNN MILLER,P.E. P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations PRUDUI y Ri-VISED Window Width(in) is uan,^•ly.ng"ith Bar Fl:xlda Glass Type: eoliding C'Gda under 23' 25-15116" 27-3/4' 30' 33-1/Y 35' 37" ;.ro�pt scar N++����'21 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group PVB SG irar n Dvc A B CBD A B C&D A B CSD A B C&D A B CBD A B C&D A B C&D (Types 1,485) (Type a,3&6-9) L'f Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12"max.hon � d,Pr,.,U- under 23" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 63"and None each and&30" less Required max O.C. 25.15'16• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a Head/SIU 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12"max.from 12"max.from 38.318" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 owr 63" each end&30" each and&30" rz m Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 1 3 4 3 max O.C. max O.C. Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 B 4 6 6 4 qg^ "PUB'=BUTACITE� BJY KURARAY AMERICA,INC. Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 O c Jamb 4 6 4 4 8 4 4 6 4 4 6 4 6 6 4 8 6 4 6 6 4 "SG'=SENTRYGLAS'�BY KURARAY AMERICA,INC. w 50.5'8' Z Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 'Q = 1)USE THIS TABLE FOR 0 60" Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 a z Q g HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 q 3 ELEVATIONS ON SHEEALL WINDOWS PER THE T 1. SAMPLE CONFIGURATIONS: 83' Jamb 6 6 6 6 8 6 6 8 6 6 e 6 8 8 6 t33 6 6 8 6 DIMENSIONS SHOWN AREHad/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 4 3 WINDOW TIP-TO-TIP. JJamb 6 6 6 8 8 6 8 6 6 8 10 6 8 10 6 6 8 10 6X Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 2)FOR SIZES NO7 ` a �-- Jit 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 6 8 10 6 SHOWN,ROUND UP TO '') _ F, 076" 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 THE NEXT AVAILABLE /X. > Z Q O WIDTH OR HEIGHT x Q w i V' 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON 64" 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. j X'•, O i 0 N a In X r� O zZ 0 °Z u 00 Q TABLE S: o O 11J Z Min. Min. Anchor X'•, O X X 'X1 _ d Min, EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116"ANNEALED SG LAMI.GLASS, _ Group Anchor Substrate Edge O.C. Plate �r Y Embedment 1f4"MASONRY ANCHORS INTO CONCRETE,+70f-80 PSF DP REQUIRED,NO ANCHOR PLATE , �,,.' Distance Distance Required? - -- Z O 114"steel Uhracon Hollow Block 1" 6" 1-114" No CASEMENT ANCHORS' -"- — � W LJ S.Pine 5/8" 1" 13/8' No ^C t .. v A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70l-90. a0 �O ..-,_ a0 O i � .o O L e Q A #14,steel SMS(G5) 6063-T5 Alum. 318' S/8" .050" No P�'�Oy4�E P��O ��c U \U or 014,410 SS SMS A36 Steel 3/8" 5/8" .050" No B1 FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE N Z v Q A653 Stud,Gr.33 1 318" 518" .035',20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pine 5/8' 1" 13/8" NoSCJ B #12,steel SMS(G5) 8063-T5 Alum. 318" 5/8" .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. — or#12,410 SS SMS A36 Steel 318" 518" .050" No A653 Stud,Gr.33 318' 578" .035",20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® 2.85k Concrete 2.112" 4" 1-318" No 1/4" steel Ultracon 2.85k Concrete 1' 4" 14314" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10• ip•..- I ,n,� a Hollow Block 2.112" 5" 1-114" No �- C S.Pine 8/8' 1" 13/8' yes F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). #12,steel SMS(GS) 6083-TS Alum. 3/8' 578" .0773' Yes or#12.410 SS SMS A36 Steel 3!8" 5l8" .050' Yeso >ax A653 Stud,Gr.33 318• 518" .D45',18 Ga. Yes S.Pine 5/8' 1' 1318" YesFIXED CASEMENT ANCHORS(SEE SEPERATE NOA): #14,steel SMS(G5) 6063-T5 Alum. 318' 5/8" .0713^ Yes A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+70!-83.1. or#14,410 SS SMS A36 Steel 318' 518' .050^ yes •• ••• • • • • 10.61 a / A653 Stud,Gr.33 3/8" 5/8' .045',18 Ga. Yes 6 FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE CNAS THE AN01016AN• • • • • 13.25• 2.85k Concrete 1" 4" 1-3/4' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THfANCHOR PL11TE. •• • • • • ��i 2.85k Concrete 2-1/2' 4' 1-318• Yes • •• • • • ♦ •• • 1/4" steel Ultracon / D Hollow Block 2-112" 5" 1-114' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN Fi4�F�JAA�B• ••0 ••• : it ••• Filled Block 2-112• 4" 114' 410 SS 3.35k Concrete 1" 5" 1-3I4' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreleFlez Hollow Block 2-112• 5' 1-1/4• No 3.61k Concrete 1-7/4" 5" 13/4' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROPA ELEVATION ON SHEET 1. \ 1 6 5/16' steel Ultracon Hollow Block 3-1181 5" 1-1f4" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL A NcHOlk ON THE FRAME • • Eq^ 4" Filled Block 2-1/2" 5" 1-314' No • • • ! — - ASSEMBLY TUBE SIDE OF THE FIXED CASEMENTOAD& ILL).• • • • • • • � NOTES: • •• • • • • • • • 25, —I I� 20"►{� 20'w{ 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. ••• • • • ••• • t— 48" A.LYNN MILLER,P.E. 2)ANCHORS MAYBE HEXHEAD,PANHEAD OR FLATHEAD. P.E.458705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -I1 FOR GLASS TYPES: TABLE 5: 1)5/16"/.AMI(1/8 AN-.090"PVB-1/8 AN) l:(C xICr REVISED Design Pressure(Ds0 for Single Windows,All Anchor Groups � t!x Rcx;da 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) p1Code i:h :5,n7dma cork �y Wlndow Wldlh :k-,a�anee hb� LYO'rl•2' under 23' 25-15/16' 27-314' 30' 33-1/2' 35" 37' "PVB"=BUTACITE'�6VB BY KURARAY AMERICA,INC. i�pirntkxr Date ��,fff���,,,/,��,� under 23" +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 H, 25-15/16" +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70150 Miami <le Product C(arr>y 38-3/8" +70/50 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 WINDOW / fy 48" +70/50 +70/-90 +70/-10 +70150 +70/-90 +701-90 +701-91 HEIGHT z 50-5(8' +70/-90 +70/-90 +70/-90 +70150 +70/-90 +70/.90 +701-89.2 80' +70/-90 +70/-90 +7x50 +70/-88.5 +701-80.6 1 +701-77.7 +70/-74.3 63" +70/-90 +70/-90 +70/-90 +701-84.3 +701-76.5 +70/-73.7 +7a-70.1 WINDOW WIDTH J 72" +10/50 +7x•87.2 +10117.1 +601-71.5 +601-62.4 +601-60.9 +/-59.3 O 7it 6" +7x50 +70/-84.6 +701-75.7 +/.67,3 +/-58,9 +1-57.2 +/-55.6 SEE SHEETS 1 8 4 FOR L J WINDOW ANCHOR d 84' +70/50 +101-80.4 +70/-71.3 +80/{62.1 +/-54.2 LOCATIONS AND QUANTITIES. } U) °Q V 06 F TABLE 6' - r Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube LL - WindowtVidlh W ~ O under 23" - 25-15116" 27-314" 30" 33112" 35" 3T' d 0 '^ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 0 v� A B C D A B C80 B ACED B ACED A B CBD 8 A,CBD B A,C& 2 11J O under 23" .70190 +7x-90 +701-90 +70!-90 +701-90 +70/-90 +701-90 +701-90 +70.90 +70/-90 +701-90 +701-90 +70/.90 +701-90 +70!-90 +701-90 +70'-90 +70/-90 6_� 9 z 25.15116" +70.'-90 +701-90 +70-90 +70!-90 +70/-90 +70-90 +70190 +70/-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 a O Fn Z 38-3/6" +70.!-90 +701-718 +7090 +701-90 +701-81 +70-90 +701-90 +70/.90 «70-90 +70!-90 +7x90 +701-90 +701-90 +701-90 +70!-90 +70/-90 +70'-90 +70-90 W Y l3J rB 48" *70.731 -1-57.3 +70-90 +70/-90 HE4.8 +70/-90 +70190 N0/-90 N0-90 +701-87.8 +701-90 +70/-90 +701.78.6 «701-90 +701-90 *701-90' +70!58.9 +701.90 50518" 169.3 -1-543 +70.90 +70-90 +161.4 +70/-90 +701-90 +70/-90 +70-90 +701-83.2 +701-90 +701-90 +70/.746 «701-90 +70/69.2 +70190 +701-84.3 +701-89.2 > d Z O 3 80" *l-58.5 +/A5.8 +70(847 +70!-90 +/.518 +701012 +70.'-90 +70-75.9 N0-90 +70!.702 +70-88.5 +10180.3 +/529 +701-806 +70/-75.2 «701-77.7 +701712 +701-74.3 O Z L1J r- . � a Q70/-8.7 0/ 9 +07.3 +701-90 +772.3 +70/71 6 +7073.7 + 7. +01-701 U)63'* +!-557 H438 O in (n \U FRAME �' c Q u U 10"MAX. -�I �-/-ASSEMBLY TUBE TABLE 7: Design Pressure(ps0 for Windows Attached to a Hodiontal Fame Assembly Tube • WINDOW Window Width HEIGHT WINDOW FRAME =x under 23' 25-15/16" 27-3/4' 30' 3J-112" 35' 3T +_ I o HEIGHT ASSEMBLY 1 Anchor Anchor Anchor Anchor TUBE Group Group Group Group Anchor Group Anchor Group Anchor Grote 1 1 _ I WINDOW _ ADDITIONAL / �z 1-j_ -�1 WIDTH rte- ANCHOR `?0 0 All All All Art B A,C B D A 8 CSD A B CBD 10"MAX. �(4),IF REQ. �n' ->c o under 23' +70/'-90 +701-9(! +70/-90 *70/.90 +70/82.14-70/-80.6 +70/50 +70/-78.5 +70/50 +70/-90 +70/-74.3 +70/-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR w ADDITIONAL 25-15/18- +70/-90 +701-90 +70/-90 +70/50 +70/-90 +701-88,8 +70/-f90 +70/-90 +7x-84 +70/-90 «70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38-3/8' +70/-90 +70/-90 +70/-00 +70/-90 +70/50 +7a-90 +70!•90 +70/.90 +70/-90 +701-90 +7x-90 ••• • V).IF•REQ. • 3 FOR ANY ADDITIONAL ANCHORS • _• •J• • • • REQUIRED FOR THE FRAME ASSEMBLY 48" +70/50 +701-90 +70/-90 +70/-90 +70/-90 +70'-90 +70/•90 +70/50 +70/-90 +70/9D ala • I*AD/*y • • • • TUBE. i 50-5/8' +701-90 +70!90 +70/50 +7a-90 +701-90 +7a-90 +701.90 +70/-90 +70/89.2 +7a-89.2 +761-89.2 ••-'f tDTR ••• 60' +70/50 +70190 +70/-90 +701-86.5 +70/-80.9 +701-77.7 +70/-77.7 +70/-77.7 +70/•74.3 +70/-74.3 +70/-74. • SE*MEETS 004 FORWINOeW ANCOM 83' N0/-90 +70/90 +70/-90 +70/-84.3 +70/-76.5 1 +70/-76.5 +70/-73.7 +70/-73.7 +70/-73.7 +70/-70.1 +70/-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 77 +701-90 +70/-87.2 +70/-77.7 +70/-71.5 +60/.62.4 +60/62.4 +60/-80.9 +6x.809 +M-W 9 +1-59.3 +/59.3 +1-59.3 1 3 FOR ANY ADDITIONAL ANCHORS /. 78" +70/50 +70/-84.6 +70/-75.7 +1$7.3 +/-58.9 +158.9 */-57.2 +157.2 +1-57.2 +/-55.6 +/-55.6 +1-55.8 REQUIRED FOR THE FRAME ASSEMBLY B4' +7a-90 +70/.80.4 +70/-71.3 +80!.62.1 +/-54.2 +/54.2 • •��E. ••• • w • 6 • • • • • • • • • • NOTES: • •• • • • • • • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • ••• • A.LYNN MILLER,P E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE B: Z 7/16"LAM] 3/16 AN-.090"SG-3/16 AN -�.o`^`Icr r'-thft a Design Pressure(psp for Single Windows,All Anchor Groups - � � � .� ty,a�v the it:rida 'SG"=SENTRY, --,BY KURARAY AMERICA,INC. I X29-21 Window Width A <prxox No. under 23" 25-15116" 27.3/4" 30" 33-1/2" 35" 37" I eH1 e -fi g under 23" +901-130 +90-130 +90-130 +901-130 +901-130 +90-130 +90/-130 WINDOW ^a;am ach Produ�i C" 25-15/16" +90l-130 +90/-130 +901-130 +901.130 +907-130 +90/430 +90/-130 HEIGHT 38-3/9" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 JZ 48" +90t-130 +901-130 +901-130 +901-130 +901-130 +901-130 +g0/-130 50.5/8' +901-130 +90h130 +9W-130 +90-130 +901-130 +90-130 +90/-130 WINDOW m 80" +90/-130 +90/-130 a90430 +901-130 +901-130 +90(-130 +90-130 WIDTH 63" +90-130 +901-130 +901-130 1 +90/-130 +90/-130 +901-130 +901-129.6 SEE SHEETS 1 8 4 FOR J 72" +901.130 +90/-130 +901-130 901-'30 122.5 +901.113.8 WINDOW ANCHOR O LOCATIONS AND QUANTITIES. LLId' 76' +901.130 +90/-130 r9p/.130 +9W-130 *901-124.1 +901-116.7 +901-107.8 IL o Q 84" +901-130 +90/-130 +901 30-130 +901-1 +9W-116.4 �- f!) ♦- � rn Q ZZ( o TABLE 9: -- r J J_ Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube - (� LL " Q O Window Widih r W F- v(D W = ands 23" 2515116" 27-314" 30" 33712" 35" 37" a 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - in A B I C D A B I CSD B ACBD A B CBD A B CBD B ACBD A B CBD Op W O vU) under 23" +701-90 +701.90 +701-9 701-9 +70!-90 701.90 •701-90 701.90 +7'-0 +70/-90 +70'-90. +7090 7 -9. +70/-90 +-70-9 +701.90 +701-90 •701-90 +701-9. +701-90 8°Z0 2515116" +701-90 +701.90 +701-0 +701-90 +701-90 +701-90 +701-90 701-90 +70.90 +701-90 +70.90 +7010 +70-90 +701-90 +70-90 +701-90 +701-90 +70-90 +701-90 +70/-90 Z 38- 8" «701-90 +7071.6 +70/-9 +701-90 .70131 +701-90 +701.90 +701-90 +79.90 +701-90 +70-90 +70/-90 +70-90 +701-90 .70'-90 +701-90 +701-90 «701-90 +701-90 +70/.90 Cl) 0 090 .701 +79 +70 +1-57 3It, + 3+701 49348 +701731 -64B 01-9 +701-90 + 090 +70-9D •70/90 +70178 NW-90 «70-90 «701-90 +70-90 «701-90 +701-90 .701-90 +70.88.9 «701-90 Z 50-518" +1-69.3 +1543 +/-614 +701-90 +701.90 +70/-90 +79-90 +70/-90 +70/332 +70/-90 +70-90 +70.90 +70-90 +701-892 +701-90 +701.90 +70343 +701.90 LLJ +1-458 ' 7 +70/786 90 7W752 +701- 701-90 +70.712 +701-90 <717OZ +1.5 +0-77 . +790 +70/-83 +16.9 +7 -90 701-765 +774.9 +7 .90 +7 -716 +7099 ++7/-65 +1.78 +701-90 06603" 585 3 UW p Ot` U FRAME y o ci u U 10"MAX. --� _ TUBE ASSEMBLY TABLE 10: r ��11 Design Pressure Ipsf)for Windows Attached to a Horizontal Frame Assembly Tube ® o r - Window Width WINDOW WINDOW FRAME HEIGHT under 27" 2515/7G' 27-314" 30" 33-112' 35" 3T' HEIGHT ASSEMBLY TUBE Q a Anchor Anchor Anchor Anchor Anchor Anchor Group Group Group Gfoup Group Group Anchor Group Anchor Group WINDOW I_ ADDITIONAL 70"MAX. WIDTH r ANCHOR AA All All All B A,C B D A B CBD A 6 CBD - (4),IF REQ. under 23" +70-90 +70-90 +701-90 +701-90 +70321 +70-90 +70-90 +70.78.5 +701-90 +70.90 +701-74.3 +701-90 ADDITIONAL ANCHOR SEE SHEETS 7 8 4 FOR WINDOW ANCHOR 2515116" +70-90 +701-90 +70/-90 +701-90 +701-90 +7(V-90 «701-88.8 •701.90 +701-90 +70-84 +701-90 +70-90 (d),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 383/8" +70-90 +701-90 +70-90 +70-90 +701.90 +79-90 +70-90 +701-90 +701.90 +70-90 +701-90 +70'-90 •• ••• • • • •FOR ANY•4•DITIONAL ANCHORS 48" +70.90 +70-90 x70-90 +70-90 +701-90 +70-90 +70-90 +701-90 +701-90 +70-90 +701-90 +70'-90 I ViyNDOW •• REQbIRLU FOR THE FRAME ASSEMBLY m -�1 tom- TUB/. I 50-5IT' +70-90 +70-90 +701-90 +701-90 +70!-90 +70-90 +70.90 +701-90 +701-90 +70.90 +701-90 +70-90 WITH •• • • • ••• • g 80" +70-90 +70/-90 +701-90 +70.90 +70!-90 +70-90 N9-90 +701-90 +701.90 +701-90 +70-90 +70-90 SEE SHEETS 1R f� WA Oft•• • • ••• 63" +79-90 +70-90 +7W-90 +701-90 +70!-90 +70.90 +10-90 +701-90 +701-90 +70-90 +70/-90 +70.90 LOCATIONS ANT ZONAL N .SEE EET 3 FOR ANY ADDITIONAL ANCHORS 72" +79-90 +701-90 +701.90 +701-90 +70!-90 +70-90 +70-90 +70/-90 +701-90 +70190 +701.90 +70.90 REQUIRED FOR THE FRAME ASSEMBLY / 16 76" +10.90 +7W-90 +70190 +70-90 x70!-90 NO-90 +70-90 +701.9D +701-90 +701-90 +701-90 +79-90 TUBE. (7 • ••• ••• • • • 84" +79-90 +70/-90 +701-90 +701.90 +70!-90 +79-90 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 000 A.LYNN MILLER.P.E. • • • ••• • 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r � FOR GLASS TYPES: TABLE 11PRODUCT REVISED Design Pressure(pan for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) :r.compiying„iztz the Flaid2 iiuitdu:g Codc willow width 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) A-� plaar_rl„1(o-O(p2q.2) under23' 25-15116' 27-314" 30" 33-1/2" 35" 37" 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16' HS-.090"SG-3/16"HS) 'n '"""'""` 11v under 23' +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90-130 "SG"=SENTRYGLASPBY KURARAY AMERICA,INC. titins,i)ode Pm"h:cRc 2575/16' +90/430 +901-130 +90/430 +901-130 +90/-130 +90/-130 +90-130 38-3I6" +90/-130 +901-130 +90/-130 +90/-130 +90-130 +901-130 +901-130 48' +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 50.518' +90-130 +90-130 +90/-130 +901-130 +90/-130 +90/-130 +90-130 ¢m 60' +90/-130 +90.130 +90/-130 +90-130 +90-130 +901-130 +901-130 WINDOW HEIGHT 63" +90/-130 +901-130 +90/-130 +901-130 +90-130 +90/-130 +901-130 J 72' +9p/-130 +90/-130 +90/-130 +90-130 +90-130 +90/-130 +90/-130 LLJ 76' +90/-130 +90-130 +90/-130 +90-130 +90/-130 +90l-130 +901-130 WINDOW d 84' +901-130 +90/-130 +901-130 +90/-130 +90/-130 WIDTH < >- cn �CJ SEE SHEETS 1&4 FOR ~ .6 WINDOW ANCHOR 0 LOCATIONS AND QUANTITIES. TABLE 12: J J LL Deign Pressure(psp for Windows Attached to a Vertical Frame Assembly Tube - Ur Window Wi(1h w WL $0 under 23" 25-15(16" 27-314" 30` 33-1;2" 35" 37' �1 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 0 > j&D r . A B. C&D B C'& A B C&D A + B C&O B A,C&D A v OftA B C D O under 23" +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +7090 +701-90 +70-90 +701-90 +70'.90 +70/-90 +70'-90 +701.90 701-90 +70/-90 +70!-90 +101-90 W D10 «O!-90 +701-90 Z 2515116" 70/.90 +7o190 +70190 +701-90 +7019 +70190 070190 +7090 «70190 +70-90 +701-90 ( +701.90 01-90 +7 -90 +701-90 +70-90 +701.90 +70-90 +701.90 +70-90 +70/-90 +701-90 +701-90 +70!-90 +701.90 w38-38" +70-90 +70/.90 +701.90 90 70-870 00 +7889 +701.90 0190 +7 -90 701 �_901 +70/-90 4B" +701-731 N-57.3 +701.90 +JO/-90+70190 +7843+1-893 +1-5.3 +7 -90 -9 +70! 3.2 90 7L90 +70!90 > Z 50-SIB" '7' 70702 +7 +70i -770-90 52 +701-90 +701-90 +701.712 +701-90 Z + 06 -67.8 +70/-90 Q60" HS8.5 +1458 ' O /8.9 70/-90 +0.76.57014 � 63 +1-551 +/-43.6 +70-89.5 «/.49.3 701.73 p ( �- ?U FRAME 10'MAX. -/-ASSEMBLY r/ TUBE TABLE 13-. >� Design Pressure(pan for Windows Attached to a Horizontal Frame Assembly Tube -� --I WINDOW / �:^''`v^n I Window Width WINDOW FRAME HEIGHT Iu-I( untler 23" 25-75!18' 27-314- 30` 33-112" 35" 37" HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor Anchor Anchor TUBE J F I / _�, AnchorGroup Anchor Group i� WINDOW II ADDITIONAL F W UJ o Group Group Group Group Group Group Y"-� ANCHOR WIDTH !L� _ 2 c, All All All All B A.C 8 D A B C 8 D A 8 C&D 10'MAX (4),IF REO ? o ADDITIONAL C L under 23" +74.90 +7090 •7090 +70-90 E77 +7090 +7480 +70-78.5 +70-90 •701-90 +70-74.3 +70-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR -.. 25-15/16" +70 90 +70-90 +7090 +70'90 +70-90 +70/$6.8 +70-90 +701-90 +70/-84 +701-9D +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET •• • • (41,IF:EQ. 43 FV ANYOVDITIONAL ANCHORS 38-3/8` +70'-90 +70A0 *7d1J0 +70'90 +70'9(1 +70'AO +70/-90 +70/-90 +70/-90 +70/-90 +701-90 iii • • �tECU1RGD FOR THE FRAME ASSEMBLY zm 48" +70'90 +70'190 +71.90 +7x90 +7090 +70/90 +70/-90 +701-90 +70!-90 +70/-90 x701-90 •WINDOW�• •• • • druM. •50-518" +70'-90 +71Y90 +70'90 +7090 +70'90 +70/-90 +70/-90 +70-90 +70�-90 *70-90 +70-90r^/IDTHSEE SHEET 1 4 F D C60' +7090 *70-90 +7090 +7090 +7090 +7090 +70/-90 +70-90 +70/-90 *70-90 +70-90 S IHO 63" +7090 •70'90 +7090 +7090 +70'90 +70-90 +70/-90 +70.90 +70-90 +7py_gp +7p/.gp LOCATIONS AND QUANTITIES.S SHEE3 FOR ANY ADDITIONAL ANCHORS7Y' +7090 +7090 +7090 +70'90 +7090 +7090 +70/-90 +70-90 +70/-90 *70-90 +101-90 REQUIRED FOR THE FRAME ASSEMBLY76" +7090 +70-90 +7090 +70'90 +7090 +7090 +70/-90 +70/-90 +701-90 *l0/-90 +70.!_90 TUBE. +70-90 +7090 +7090 +70'90 +70'90 • • • • • .0. • as • • • • • • • • • • NOTES as •• • • • • • • • 1 J SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • A.LYNN MILLER,P.E. P.E..Sa70S 2j SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • r- a- FOR GLASS TYPES: TABLE 14: 5)7/8"LAM/.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Plzuuu�T,u:wsEn Design Pressure(psf)for Single Windows.All Anchor Groups n.`eomplyirg wuh Rte Florida "PVB"=BUTACITE"�IVB BY KURARAV AMERICA,INC. Butdu's Code ` Window Width �0'OtCcrt•�.`L) under 23' 25-15/16' 27-3/4' 30- 33-1/2" 35' 37" Lsp;ra(an Dane under 23" +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 I+y_ 25-15/16" +701-90 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +70/30 .y.+«:G!udc Prouuc�."crtgr 38-3/8" +70/-90 +701-90 +701-90 +701-90 +70/-90 +70130 +701-90 t 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/30 +70/-90 50-518" +70/-90 +70/-90 +701-90 +70/-90 +70490 +701-90 +70/-90 "'m 60" +701-90 +70/-90 +701-90 1 +701-90 +701.90 +70/$8.6 +70154.6 WINDOW HEIGHT 63" +70/-90 +70/-90 +70/-90 +701-90 +70!$7.2 +70/$4 +70/-79.9 J 72" +70/-90 +70/-90 +701$8.5 +701$1.5 +W 70 +80/$9.4 +80/57.6 O LLI 'IT 76" +70/-90 *70/-90 +Ix-88.3 *70/-78.7 +60/-67.2 +60!$5.2 +60/53.3 WINDOW a h 84' +70/-90 +T0/-90 +701$1.3 +60/-70 I +60/51.8 WIDTH fn o SEE SHEETS 1 8 4 FOR 06 ° WINDOW ANCHOR C9 LOCATIONS AND QUANTITIES. Z 6 TABLE 15: ; Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube16 J C7 Wind.. LL Wldth Q u O under 23" 2615116' 273'4" 30' 33-1/2' 35" 37" 1 W w �- OD Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group a C r A B C D A B C8D B A,C6D A 1 B CSD A B C80 B A,CBD B A. &D (n > (') under 23' +701-90 1 +701-90 +70/-90 +70/30 +701-90 +70/30 +70/30 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +7x30 +701-90 +70/-90 +701-90 +70/30 00 � O ,;~ 25-15/16' +701-90 +701-90 +70/30 +70/-9D +701-90 +701-90 +701-90 +70/30 +70/-90 +70130 +701-90 +70/30 +70/-90 +701-90 +7l-90 -70/$0 +70/-90 +70/30 +701-90 v v W 0 Z 36-3/8" +70/30 +70/-71.6 +70/-90 +70/-90 +70/-81 +701-90 +701-90 +70/•90 +70/-90 +70/-90 +70/30 +70/30 +70/-90 +70/-90 +701-90 +70/30 +70/-90 +701-90 +70130 p (n Z 68' +70/-73.1 +/57.3 +701-90 +70/-90 +/54.8 +701-9(1 +701-90 +70/-90 +70/-90 +70/30 +7x$7.8 +70/-90 +70/-90 +70/•78.6 +70/-90 +70/-90 +70/-90 +701$8.9 r70/30 W 505/8' +/59.3 +/-54.3 +70/-90 +701-90 +/51.4 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/.83.2 +701-90 +7l-90 +70/-74.6 +70130 +701$9.2 +70/30 +701$4.3 +70130 � �- 60' +/-58.5 +1.45.8 +70/$4.7 +70/-80 +/-51.8 +70/-81.2 +70/-90 +70/-75.9 +701-90 +70/$9.6 +701.70.2 +701-90 +70/$0.3 +1$2.9 0/7!30 +70/-75.2 +70/$8.6 +70/-71.2 +70/$4.6 > a- Z V 6J" +/55.7 +133.6 +7x$0.7 +70/$9.5 +/-49.3 +70/-77.3 «701-90 +7x-72.3 +70/-90 +70/$5.3 +/56.9 +70/-90 +70/-76.5 +/•59.9 +70/57.2 +70/-71.8 +70/$4 N57.8 +70/-79.9 O Z W _(. (0 `oO W Q FRAME °O (n (n \U 10'MAX. ASSEMBLYo •'W -Q TUBE �'Q ,_U K U TABLE 16: ,o WINDOW a. Design Pressure(psi)for Windows Attached to a horizontal Frame Assembly Tube HEIGHT c N m n _ x Window Width under 23' 2615/16' 27$!4' 30' 331/2" 35' 3T WINDOW FRAMEWINDOW ADDITIONAL HEIGHT ASSEMBLY WIDTH -ANCHOR Anchor Anchor Anchor Anchor TUBE Group Group Group Group Anchor Group Anchor Group Anchor Group (4),IF REO. , wiry n All All All All 8 A,C 8 0 A B G B D A B C d D 10"MAX. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET under 23' +70/-90 +7x•90 +70/-90 +701.90 +70/$2.1 +70/-90 +70/30 +70/-78.5 +70/30 +701.90 +70/.74.3 +70-90 3 FOR ANY ADDITIONAL ANCHORS u '- TT ADDITIONAL 2615/16" +701•80 +70/-90 +70130 +70130 +70/-90 +70/-90 +70$8.8 *701-80 +7030 +70/$4 +70/-90 +70-90 ANCHOR u REQUIRED FOR THE FRAME ASSEMBLY 38-318" +701-90 1 +70/-90 +701-90 +701-00 +7(Y30 +70/.90 +70/•90 +701.90 +70/.90 +70/-90 +701-90 +70/-90 •• ••S4)1.1 REB. •• • T•BE. •• • • • • • E 48' +701.90 +701.90 +701-90 +70/30 +70490 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +7x-90 ♦ • •• • • • • 50-5/8" +7x-90 +70/-90 +70/-90 +701-90 +70130 +701-90 +70/-90 +701-90 +701.90 +70/-90 +7x"90 +70/-90 WI W�• • • • ••• • WIDW • • • • • • • g 60" +70/-90 +70130 *70/30 +701-90 +7x•90 +7x-90 +7d'$8.8 +7l-88.6 +70/$8.8 +701$4.6 +70/$4.6 +701.84.8 SEE SHEETS 11 FOR W A OR • • • •• 83' +7!30 +70/30 +70/-90 +701-90 +70/$7.2 +70/$7.2 +70154 +70/-84 +701$4 +701-79.9 +70/-79.9 +701-79.9 LOCATIONS AND QUANTITIES.SEE SHEET 72' +7x-90 +7x-90 +70/$8.5 +70/$1.5 +60/-70 +6x-70 +60/59.4 +60/59.4 +60159.4 +6x$7.6 +60157.6 +60/57.6 3 FOR ANY ADDITIONAL ANCHORS 78' +7x-90 +7x-90 +701.86.3 +7l-76.7 *60/57.2 +60/57.2 +60/-65.2 *60155.2 *80/55.2 +60/-613 +60153.3 +60/53.3 REQUIRED FOR THE FRAME ASSEMBLY 6 G TUBE. • ••• ••• • • • 84' +7(Y-90 +7(V-90 +70/$1.3 1 +601-70 +60151.8 +80/51.8 • • • • as as as • • • • • • • • • • • • • •• • • • • • • • NOTES'. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • ••• • A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.p 56705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a ,q • FOR GLASS TYPES: TABLE 17: 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) PRODUCT RE JISED Design Pressure(pef)br Single Windows,All Anchor Groups ns-Piying wilt d.f1s(da 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) suddlnB cod Window Width pwn a Nn wo- under 0(029.21 under 23" 2515!16' 27-314- 30" 33-1/2" 35" 37' "SG"=SENTRVGLAS BY KURARAY AMERICA,INC rn! r ll:na ITr�Q under 23' +90/-130 +901-130 +90/-130 +901-130 +90/-130 +g01-130 +90/-130 25-15116 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 v. nde Pe' uct.cnlrc/4 38.318" +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 48' +90/-130 +90'130 +90/-130 +901-130 +90/•130 +90/•130 +90/-130 a"-m = 50-518• +90/-130 +901-130 +90/-130 +90/•130 +901.130 +901-130 +90/-130 60' +90/-130 +901-130 +90/430 +901-130 +901-130 +901-130 +90/-130 WINDOW g HEIGHT 63' +901-130 +901-130 +801-130 +901-130 +90/-130 +901-130 +90/-130 J 72' +901-130 +901-130 +90/-130 +901-130 +901-130 +901-124.6 +90/-115.7 L 76' +901-130 +901-130 +90/-130 +90/-130 +90/-126.2 +g0/-118.7 *90/-108.6 WINDOW d 84" +901-130 +90/-130 *90/-130 «90/-130 +90/-118.4 WIDTH o Q SEE SHEETS 1&4 FOR ~ WINDOW ANCHOR (7 LOCATIONS AND QUANTITIES. TABLE 18. J J Design Pressure(psp for Windows Attached to a Vesical Frame Assembly Tube - 0 LL- Window Width `O - under 23" 251916" 27-314" 30" 331/2" 35" 37" " LU W 0) Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anctar Group Anchor Group A B C D A B C&D B ACBD A B CBD A B I C&D B A,COD A 8 C&O OO LLI 0 �~ under 23" +701-90 +70190 +701-90 +701-90 +701.90 +701.90 +70/-90 +701-90 +70'-90 +70/-90 +70'-90 +701-90 +711'-90 +701-90 1 +701.90 +701.90 +701-90 +701-90 +701.90 +701-90 v D 0 °Z 2515!16" +701-90 .701-90 +701-90 +701-90 +701-90 +701-90 *701-90 +701-90 +70'-90 +701-90 +70"-90 +701-90 «70-90 1701-90 x701.90 +701.90 +701-90 +70L9p +701-90 «701-90 0 o O vj Z 383!8" +701.90 +701.71.6 *701-90 «70!-90 +701-81 +701-g0 +701-90 +701.90 +701-90 +701-90 +70'-90 +70!-90 +70-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +701.90 +70/-90 W 48" +701.73.1 +f-57.3 +70/-90 +701-90 1 +184.8 +701-90 +701-90 +701-90 +71Y-90 +701-90 +701-87.8 +701.90 +70-90 +701-90 +70'-90 +701.90 +701-90 +701-90 +70'-88.9 +701-90 Q. g 50-518" +189.3 +/-54.3 +701-90 +701-90 +!81 4 +701-90 +701-90 +701-90 +70-90 +701-90 +701-83.2 +701-90 1701-90 +701-90 +701-90 +701-89.2 +701-90 +701-90 +7d-84 3 +70/-90 > d Z 0 Uj 60" +1-58.5 +1-458 +701-84.7 +701-90 1 +!-51.8 . 453 . +7d-81.2 +701.90 +701-75.9 +AY-90 +70/.89.6 7070 +701-90 +70!-80.3 +701786 +7LY-90 + 701-90 +701-9S +7712 +7090 Z . . Q +7 -749 +1 -90 +01-716 701/ D +701fi7.8 O/-90 n-B 63" +1-557 +701-807 493 +7477.3 +701-90 6 � W uQ m U c W aQ FRAME 10-MAX ASSEMBLY I TUBE =" TABLE 19: Design Pressure(pst)for Windows Attached to a Horizontal Frame Assembly Tube WIND OW = rn� HEIGHT Window Width WINDOW FRP.ME under23' 25-1916' 27-314• 30" 331/2" 35" 37" HEIGHT ASSEMBLY E - I ` Anchor Anchor Anchor Anchor Anchor Anchor TUBE WINDOW ADDITIONAL u Group Group Group Group Group Group Anchor Group Anchor Group WIDTH ANCHOR (� - u 10'MAX. (4),IF REQ I I f= U O w All All All All B A,C&D A B C&D A B C&D SEE SHEETS 1 8 4 FOR WINDOW ANCHOR r' under 23' +701-90 +701-90 +701-90 +701-90 *701-82.1 +701-90 +701-90 +701-78.5 +70/-90 +701-90 +701-74.3 +701-90 AOyDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25-15116' +701-90 +70/•90 +701-90 +70/-90 +701-90 +71Y-90 +701-88.8 +701-90 +70/-90 +701-84 +701-90 +7N-90 ••• ••0 tI IF Q.• • 1FOR ANY R07ITIONAL ANCHORS 38-Yff' +701.90 +701-90 +70/-90 +70/-90 +701-90 +70'-90 +70/-90 +70/-90 +70/-90 +70/•90 +70/-90 +701-90 I• • •• • • ffltQ�RE�FOR THE FRAME ASSEMBLY G tic 48" +701-90 +70/-90 +701.90 +70/-90 +701-90 +701-90 +701-90 +70/-90 *70/-90 +70/•90 +70/-90 +70'-90 I MNDOW�!•• st •• �i 50-&8- +70/-90 +701-90 +70/•90 +70/•90 +701-90 +701-90 +701-90 +101-90 +701-90 +701-90 +70/-90 +701-90 ~'1 WITH 60" +701-90 +70190 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/•90 +701.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 63" +701-90 +70/-90 N01-90 +70/-90 +701.90 *701-90 +70/-90 +701-90 *70/-90 +701.90 +701•90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS q I� 72" +70/-90 +70/50 +70/-90 +701.90 x70150 +701-90 *70/50 +701-90 +701-90 +701-90 +701-90 +701-90 REQUIRED Fr�R Tt1F•FRAME AISJAJBLY • • • r'� ,p D /DDD 76` +701-90 +70150 *701-90 +70150 +701-90 N01-90 +70/-90 +T0/-90 +70/-90 +701-90 +701-90 +70'-90 TUBE. • • • • • • • • • 84' +701-90 +701-90 +707-90 +70/-90 +701-90 +701-90 • • • • • • • • • • • • • • • • • • • •• • • • • • • • NOTES 1)SEESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • ••• • A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.k 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A TABLE 20. Item Dwg.# Description Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&lamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key steel 5 7009 Sash Corner Key Steel �3) 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lock Steel SASH 11 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel AS REQUIRED PERF\ CORNERS \�'Y—/- \ 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 '4 1 14 7015 Tie BarAssembly Steel or SS 15 7028 Maxim Dyad Operator,WWr_24" Steel 16 1 7027 IMaxim Dual Arm Operator,WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Sacer Block Nylon 20 7032 Stud Bracket Steel 3 j 21 7033 O erator Track&Slider Dual Arm Steel 22 7023 Egress Hine(Heavy Duty),Manuf.b Truth Steal 23 7050 Egress Hinge/Washable(HD),Manuf,by Truth Steel 24 Snubber,Anti-blowout ClipSteel I 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T6 Alum. ! 36 7042 Lami Bead C 6063-T6 Alum. j 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wst (Thin) Flex PVC 70 7 50 Dow 8%Si[icon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. INTERIOR 61 7040 Screen Corner Key Polypropolene /`- =9 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM.PVC \� 64 320 Screen Spring Stainless Steal 70 134Add-on Flange 6063-TB Alum. p� ✓ �'�� �/ ' 71 7004 Frame Ass Tube 6063-T6 Alum. y-' y FRAME 80 # stainless Steal x 1/2"Ph.Pn.Mach.Scr TYPE B 81 1157 #8x 1/2"Ph.Pn.SMS Stainless Steel CORNERS vP ODUCT REVISED 82 #8x 5/8"FI.Ph.SMS Stainless Steel C6J :'tuldinp Cno&11F dt Florida 83 #8x 7/8"FI.Ph.SMS Stainless Steel �.. ..­P..'No 16-0ro29.21 94 #8x 1"FI.Ph.TEK Stainless Steel ey. 0" Femsm^ 6: L-apmaticm Datc, Stainless Steel .0- - sn .kKk Pnn4+C' 85 #8 x 1"Quad Pn SMS —�l -r•_—�rs� • • • Stainless Sted '��t� •� • trSBo•r - • R-�;,;m�A: 86 #8 K 1-1/2"Quad Pn SMS •1 �_ • Fe B: Du!e. 87 #10 x 1/2"Ph.Pn./TEK Stainless Sled ••• • • • •• 89 #10-24x 9/16"Ph.Pn.TYPE F Stainless Steel 90 #12 x 1"Ph.Pn.TEK Stainless Steel __162i 16 \ _ 0es^^nlio^: 'J R Ry. BOM AND CORNER VIEW OSOWSKI • ••• ••• tDiO TEj HNCLCGY DP.It{E T;ye: • •- • • Date: «. V14CE, 1_ 342 5 JCA§EM1 NT•WINDOW DETAILS-LM&SM 08/08/12 • r'.0•BOX•'S4• • • NOK F_ 34!740 :e;esjlned•-/•7r Goals-I,: Sneer: 0,.­9 9 No, Fev: A.LYNN MILLER.P.E. CERT. 3F AUTH. 129296 CA-*M NTS 10 OF 11 MD-CA740-LM B P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •■ ,. 4 —�1.124"�— .062" FOAM 2.784' NOM. I _ 43 2.919" � .125' —Ir� — —SILICONE -MELT BUTYL .438" NOM. HOT 2.701" STRUCTURAL SILICONE \ 1158„ POLYISOBUTYLEN .062" STRUCTURAL \ M. ��3116"NOM 1/4"NO2,138 _ �� —� WITH DESICCANT DESICCANT WITH / 093' / l� EXT.GLASS `// EXT.GLASS �FRAME HEAD, (� SASH TOP, j 71 FRAME SILL&JAMB \ BOTTOM&SIDE ASSEMBLY TUBE_ #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 / INT-GLASS J%//-"`—INT.GLASS 1.356" -� �! — �02.203" +- KODISPACE SUPER 441„ " — 1.000" 00 4SG TPS Toy SPACER@ NXT 7M � 423" .095" .093" _- FIXED 093 ( 2\ 70ANCHOR PLATE SCREEN FRAME ADDON_FLANGE ALUMINUM �J #7071,6063-T6 \6� #7006,6063-T6 �I #134,6063-T6 F REINFORCEMENT POLYISO- —DESICCANT FILL AREA BUTYLENE r —5/16'NOM. 5/16"NCMSEAL , BUTYL& i�`� SILICONE SEAL 523• DESICCANT ROLL-FORMED ' _ .050" —��—� .050" �I►—� FOAM \ <"i STAINLESS STEEL /••11/�, �C EXT GLASSY i � //�/ .865" I .865' EXT.GLASS BEAD B �� BEAD C INT.GLASS : <L� INT.GLASS v/ #7036,6063-T6 #7042,6063-T6 DURASEAL" XL EDGEIM (102)— ho11 -- .172" SPACER -'SPACER .870" ,050" Part# Descriptlon Material �— 569" / \ 100 Kommerling 4SG TPBEAD DS Spacer System 1 37 I PI:onurT RvL;cD 101 Quanex Super Spacer nXr with Hot Melt Butyl See this v/ #7059,6063-T6 ampl;mg wiz-11 ft Florida Jui'ning Cale Sheet for 102 Quanex Duraseal Spacer rm"Fx,u`�6 O(o2q.ZJ Materials _..,20 8 103 Cardinal XL Edge Spacer • • �s�•ar onr+• Re DED e: •� iT_ 15/05/16 ADDED THIS SHEET REFERENCE TEST REPORTS:FTL-8717,8968&8970 •Fr•_ WITH SPACERS. _,n`badr Ymcfin^t urtftQ • •: : Romsey aY Oote. • Revlson A: `�-- Desuc .n By: iR(ion. EXTRUSIONS &SPACERS J ROSOWSKI 1470 TFC�JOLOCY•--RWL r, : • • • • Octe: ♦ vEWCE, FL 34a4j5 OA�EMENT•WINDOW DETAILS-LM&SM 08/08/12 • P.O•e�x•Isau • • • • • NOKU•II6, FL 341N SA;es/Mum.• • • iccle: S7,ect: Drcw;ng No. Rev: A.LYNN MILLER,P.E. CERT. OF Ai TH. #29296 CA-"4t • NTS 11 OF 11 MD-CA740-LM B P.E.A M705 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w MIAMI-DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: 0*00 This NOA is being issued under the applicable rules and regulations governing the use of cbiwk zction ...... materials. The documentation submitted has been reviewed and accepted by Miaf* i•15a;e County•R£R - • Product Control Section to be used in Miami Dade County and other areas where M"ed by the•Audtority •••••• Having Jurisdiction(AHJ). •••••• • This NOA shall not be valid after the expiration date stated below. The Miami—*I5AdP. Cou>;tyMQduct ' Control Section(In Miami--Dade County)and/or the AHJ (in areas other than Miami"ade Counp9ileserve . the right to have this product or material tested for quality assurance purposes. If.*•.r. p6.>f.oductar•m.1 aerial ..... *•*•0• fails to perform in the accepted manner,the manufacturer will incur the expense of'tch*testing and the AHJ •• may immediately revoke, modify, or suspend the use of such product or material within;heir j�urisdjctioii. •••• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade.Couraty Pro(ttt"d'htrol • Section that this product or material fails to meet the requirements of the applicable 11WAnk code... . This product is approved as described herein, and has been designed to comply with the Florida ITiAding Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 1I of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.06 MIAMI•DA®uNnJijrt`, Expiration Date: March 26,2021 • t Approval Date: August 18,2016 ` Page 1 L PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05,with revision F dated 05/15/16,prepared by manujaeturgr, signed and sealed by Anthony Lynn Miller, P.E. ...... .. .. ...... B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading pepF8C,TAS"-94 2) Large Missile Impact Test per FBC, TAS 201*94•• •••••• ••••• 3) Cyclic Wind Pressure Loading per FBC,TAS'a03)4 do '• along with marked-up drawings and installation diagram of a I�C!hiding glass door,• a PVC fixed window and an aluminum sliding glass door, using: Rodispacc 4SC TPS••�, • spacer system,Duraseal° spacer system, Super Spacer®NXTT14 spaoer system and XL. EdgeTM spacer system at insulated glass, prepared by Fenestratiol"Testing )✓nbpr;tory,%•• • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 1 V116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.0 7-0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 ..2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Subrnitted under NOA No.07-0322.06) Manuel Pere✓i;PSE. Product Control Ezamner NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Jest•• Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmurfdp Largft8vada, ••••;• P.E. • • (Submitted under NOA No. 07-0322.06) 000:0. 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20144. 0 0 0 0 0 Lets: 2) Cyclic Wind Pressure Loading per FBC,TA't0S*94 •••••• ••••• along with marked-up drawings and installation diagram of an ImMum smelwng 99.9 .. .. window,with fin frame,prepared by Fenestration Testing Lab o*0tory� Inc.,.Tcs.. 0000..•. Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/X 1/d5:bothsigngd and •�••;� sealed by Edmundo Largaespada, P.E. �••0 0• . . 9 .0900. (Submitted under NOA No. 05-1018.01) 9• • ••• • 6. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 •" 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel P ,Y.E. Product Control 1Eq iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5`1 Edition (2014), dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. -15-0519.08) '••• 2. Glazing complies with ASTM E1.300-09 :*so `•• •• . . 000000 00 00 .000.0 000 D. QUALITY ASSURANCE ` 0.. 1. Miami-Dade Department of Regulatory and Economic Resource�*("!R). `••••• 0000 0000 0000 0000. E. MATERIAL CERTIFICATIONS `� `•• •` •• 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chem"i;mompany lUA) •�• • for their"Saflex Clear and Color Glass Interlayers" dated 06/=9/r4;expirjng on •0•s;* 000000 05/21/16. • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmeriM,lite. for;tmir ; •• • "Kuraray Butacite0 PVB Glass Interlayer"dated 04/25/15,expiring on 12/11716. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. Manuel Perez,P.E. vj Product Control Ex miner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) •AISI-S100-07/S2-2010 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX" PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX" PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16"LAMI IG;(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5/16' LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE" PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS............. 5 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL.............. 7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°7PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................B-11 K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACIT-F PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as il,busCodwithtiuFhxi4x Buil<tiug Code��' AcptAwcc Nu6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. F. 'irnt D F)Ite 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. 11y 4- nlii edc Product ConlntL ANSI/AF&PA NDS FOR WOOD CONSTRUCTION •• ••• • • • • • •• `� ALUMINUM DESIGN MANUAL • • • • • • • • • • •• • • • • ••• • 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. • • • • • • • • • 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ' HURRICANE ZONE(HVHZ). ; 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G1)ARE ALLOWED RewOBy. Date: ReWf°m: ��''•' - JR 05105116 F ADDED SPACERS TO SHEET 2. 107 Re y: Ravi.+lona: 0 TECHNOLOGY DRIVE GEE N.VENICE,FL 34275 Tw Re y: Date: Re�4bM: -T- ALI-T�•S• G•E •U WINDOW, IMPACT '•�,` ,� P.O.BOX 1520 n-By Dak: Chodred bele: NOKOMIS,FL 34274 1/isibly Bet • slwns4` ••• s °•• °iwN°"° Rar. A.LYNN`MIL'L'ER,P.E. F.K. 9/1/05 J.J. 2/23107 SH760 ifs 1 �► 11 4040-20 F FL P.E.#58705 Part# Description Material 1 1 71 Kommerling 4SG TPS Spacer System 72 Quanex Super Spacer nXrwith Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 112"NOM, 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 37 70 37 I 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD EXTERIOR INTERIOR 71.74 71-74 a UPGRADED T MAY 1 (ALL SECTIONS) UPGRADED TO 3/16" C�DWITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITEor SAFLEX PVB INTERLAYER BY 38 38 EASTMAN CHEMICAL COMPANY 70 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16" LAMI IG GLASS W/5/16" LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCT REVISIED ALUMINUM as complying with the FlaetdR A ORCEMENT BwlrliugCode ff�� SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA Acceptance i'lo t(p-Q m1�+-.C(j STRUCTURAL BUTYLENE r-5/16"NOM. Psxpiraiicyt DatcY� -�?t � SILICONE M. SEAL /,7 STRUCTURAL 3116"NOM. / 114"NOM. FOAM SILICONE SEAL By_ POLYISOBUTYLEN BUT WITH ROLL-FORMED Miami[Inde Pradwa Cumn>{.'' .t WITH DESICCANT DESICCANT DESICCSTAINLrvSS0WF&EL• •• F • • • • • I �� EXT.GLASS EXT.GLASS EXT.GLAS • • • • • • EN.GLn_ ••• • ... • • INT.GLASS INT.GLASS .GLASS INT.GLASS KODISPACE SUPER DURASEAL® XL�aG�TM 77 72TM C7� • • ® • • • • 'l 4SG TPS SPACER�NXT SPACER 0•• �• PA� .•• ••. hr—"t Rawdity, _6811f, JR 05105116 F ADDED SPACERS. GLAZI G DETAILS s Dab: R�Nabcu: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ter • • • • • -. , '; `;' .,,.dW. o.t.; R.WWl a: ;5 4LIO N E MUNI WINDOW, IMPACT P.O.BOX 1529 NOKOMIS,FL 34274 Visibly Bet •�°`"'r°�` • • ` •• ° ' "^ A.LYNN fv11LLER,P.E. o.aney oab: cn.anae ab: • SH1m0 • •VIII 2 11 4040-20 F FL P.E.#58705 F.K. 911105 J.J. ?123107 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. _ BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 1 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +BO.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 .. -80.0 +80.0 +80,0 -80..0 +80..0 -80.0 HT. 850" A,B,M +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 - .0 +80.0 -80.0 +80.0 -80.0 7 79.0 7 SASH 52" A,B,M +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 -76.9 +75.4 -75.4 +74.0 UP TO 63118- C.D,E,F,G,H,I,J, -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80 0 -80.0 +80.0 -800 +800 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. - BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 5/8" 63" 72" 74" 76" W MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" SASH 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63118" A,B,M +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17 1/8" 2211/16" 283/16" 333/4" 396/16" 4413116" 60318" 6516/16" SASH 531/8" D,E,F,J,K,L4© +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT.j MEETING RAIL G TYPES: TEST REPORTS TABLE 4. 77- SASH A.5/16"LAMI-(118"A,.090,1/8"A) FTL-4647,4648,4723,4957 B. 5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-4647,4648 _ D.7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4645,4885 E.7/16"LAMI-(3/16"A,.090, 3/16"HS) FTL-4645 PRODUCT RLiVISeD F.7/16"LAMI-(3/16"HS,.090,3116"HS)_ FTL-4645 _ _ _ as ctnnp4li"g with tltc i-1("d. G. 13116"LAMI IG-1/8"T,AIRSPACE, 5/16"LAMI-(118"A,.090,1/8"A) _ FTL-4646,4723 Blfdll'D^LDr, _ -- Arccptnuce ttb l(o•0 14- C , H. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4646 t'' "f11H'n Darc ) I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL 4646 By . •• ••• • • • • • •• 0.Ginrni )mie I'wdu,;r Col 'of/ x J. 13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090, 3/16"A) FTL-4649,4650 • • • • K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) FTL-4649,4650,4956 ••_ •i •• i i •s •• L. 13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) _ FTL-4649,4650 ••• ••e ••0 ••• i s ••• M. 13/16"LAMI IG-1/8"A,AIR SPACE, 5116"LAMI-(1/8"A,.090, 1/8"A) FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSG OR"WER"SHOWN IN THE,TAB4S. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • • • ` • • ` • • 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE.FLAW5D TIP-:OZ-IP.FR*IE D&I2gSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. • •• • • • • • • • ( ! /�?� 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY Rend By. Dara: Ren Data: ReNabna: 1070 TECHNOLOGY DRIVE DE 1 N S RES . N-VENICE,FL 34275 Rm By: D.W. M' N E UN WINDOW, IMPACT ReNakna: P.O.Box 1529 r.wQao R.r. A.LYNN MILLER,P.E. NOKOMIS,FL 34274 Visibly Betel• ••t •N F Drewn ey Data: cnaa�eee. Data: SH1Uo A/f$ 3 11 4040-20 FL P.E.#58705 F.K. 9/1/05 J.J. 2/23/07 53 1/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED — C DLO(ALL) D 75"MAX. 75" IMAX. 75' MAX. I.F. I.F. � A I.F. STABLLEO O ��/ D—J HEIGHT SEE LEO O HEIGHT SEE DLO O C HEIGHT j/ — j L —_ 76"MAX. 76"MAX. L 76"MAX. FLANGED L FLANGED FLANGED HEIGHT HEIGHT HE SEE DLO 38 116" i% TABLE X j� S SEE DLO X SIE SEE DLO X 3J811 6" SEE (MAX.) HEIGHT TABLE — // NOTE 4 TABLE — / NOTE 4 48 1/4"MAX. DETAIL C VENT DLO(ALL) DETAIL B DETAIL A VIEW(STANDARD SASH RADIUS TOP(STANDARD SASH) 1/1 B E� 75"MAX. I 75"MAX. I.F. I.F. ( HEIGHT E-j HEIGHT SEE DLO SEE DLO /� TABLE 0 � 76"MAX. TABLE O j 76"MAX. FLANGED FLANGED HEIGHT HEIGHT — PRODUCT REVISED 20" ;Ls cmnplying with tlw Fel � �/ I 20 Buildin CAtde SEE DLO TABLE I X= ' SEE DLO TABLE X / SASH g // SASH — neiIdjn CA)dc HEIGHT HEIGHT B •• ••• • • • • • •• G,4iami.)Ode Pntrlta;t•G>z DETAIL D DETAIL E •• Lz VIEW(CUSTOM SASHI RADIUS TOP (CUSTOM SASH •• ••• • • . • . . . . • .. ... .. . . . .. NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • ••• ••• • • • 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • • • • • 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. • • • • • • • • • • • • • • • • • • y�-- 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. • ••• ••• •• ••• 7�! �6 Revd BY" O.m: R.vmbns: Or Lig ..../'. P � EL VTO ev.dBy: em: Revkoe.: 1070 TECHNOLOGY DRIVE • N.VENICE,FL 34275 • ntl01 • • • • • • ! ; . , evd By: Wm: Re�„a,,. t—; L IN E WINDOW, IMPACT P.O.BOX 1529 I I�,1` NOKOMIS.FL 34274 Visibl Be • • e'••• • • •�""`•• A.LYNN f�IiLLER,P.E. -6W-—ay nem: cna�de. 0.m: y • • SH?00 • .� 4 ••� 11 4040-20 F FL P.E,#58705 F.K. 9/1/05 J.J. 2123107 Imo--2.784" `i NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 all, - =---- -¢ o#-- MAX. •� 2.710„ FIXED 7, 8 OR 17 LITE DAYLIGHT L5 OPENING - OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL-FIN (I.F.)FRAME SECTIONS INSIDE 23 � 47 50 5� MAX. ? HEIGHT 21 S 2.946 HIGH OUTSIDE I SILL 2.330 IA LOW SILL MAX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — - — — — 68 ---2.710" 1.F.FRAME () 28 �I rao�uc'r with d f) S as cmuf+lyingn-ith ha l�ltni+f 53 +�t S O2UTSIDE I FtuitAingcoAe }�-��I� Q�a� 2 Amoptnnce No y 1=vpt rif•n Date _ , 53 Mill-M ' 1�fiinai ktJz Pnxiu+:4 C �f ! 2.330" • • •(MG2.M BALL}•• .52 (LOW SILL) •SEE NOTE ABOVE 5 ... .. 67 3 30 12 ULTRALIFT 69 i •ULTRAL#FTi•• ••• • ONLY • 1 DNL0• • •• : SECTION C-C SECTION B-B • • • • • • • • • RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIG4 SILL• • • •IMIALTDETAIL-FLANGED VERSION) �,6 Re+sC BY Dale: ReWlaie: .�! SECTIONS 1070 TECHNOLOGY DRIVE , Re Dete: ReWlw+s: • iltle: N.VENICE,FL 34275 • ALVIt;.SINC:LE:IUNwWINDOW, IMPACT ,1 RevW By: wb: R.Wbn,- P.O.eox t5zs - -- ,• �. OnwYq Na R.r A.LY NN MILLER,P.E. Dawn ey: Dets: Checked Dab: NOKOMIS.FL 34274 Visibly Bet • A SFN00••• �I!•• �°t 11 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2/23/07 ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 ISCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 IGLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 112-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 11 1 #8 X.750 PH,PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BA1-TBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,1/8"A) 15 1 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAMI,(1/8"&.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 IF.GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"&.090 PVB,1/8"HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3116"&.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAMI IG;1/137,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13116"LAMI IG;1/8"&AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3132"X 25/64"X 1" 71622K �0 3. 55 36 1052 LAM[IG SETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 640398 47 FRAME, I.F. HEAD 4tt 4044B GLAZING BEAD,5/16 LAM[W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAMI 64222 O FRAME, I.F. LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 4$ #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 PRODUC7'RCVISED 48 4072A FRAME,I.F.LOW SILL 64072 2.374 a,Buildic"Allping o «ilh tlaa I lo+t x 64073 Uuildi1iN Code I�- a 14.-No 49 4073A FRAME,I.F.HIGH SILL F�"A°N1NiL N"r�`/�12r_ ) 50 4074B FRAME,I.F.JAMB 64074 E m 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG •• =aI:Kf.ESB • 4 71• •• blianu de ProdwlCr3 uufl i • • 2.71 ✓ 54 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 • •• • • • 55 1014 SCREEN FRAME(HOR.&VER.) 61014 • • .062 NOM 56 1630 SCREEN CORNER KEY WRINGS 71630 •• •• • •• THICKNESS 57 1631 SCREEN CORNERKEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP • ••• ••• • • • 59 1624 SCREEN SPLINE-.135 DIA FOAM61624K • • • • r•� •FRAME, I.F.JAMB O�RAM€,1.F:HAG*M SILL .• #4074e,6063-r6 49• #4073A,063-T6' ••-(USED AS RADIUS TOP HEAD) Reved BY Dal.: 1070 TECHNOLOGY DRIVE "c:r'Q PA T TN.VENICE.FL 34275R. dBy: Dab: R.d.b„: 4L(I N E WINDOW, IMPACTP.O.BOX 1529 • • �,, •`,,•• D,."w R.v A.LYNN MILLER,P.E. Wexn ay: D.re: cn.c�.dB. Dele: NOKOMIS,FL 34274 Visibly I1eg�r• • &#00 • 1ff.� 6 •d 11 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2/23107 -I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 Or 47 I.F.FRAME I N 2 i� 1-2.784 .062 1 II 2.830 2.330 1.363 "062 6 or 50 O FLANGE FRAME HEADI I +- #4002A,6063-T6 12.784 O FLANGE FRAME SILL (LOW) WELD 1.749 3 #4003C,6063-T6 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET 1 AT HEAD AND SILL 2.710 f+1.513-1738 1 .062 .490 4��f* .osz VIEW D-D VIEW E-E +1.451-{ (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T5 .05n o #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.165 .678 -� 1.342 2.279 �-2.326-+-' •062 �9 1.096- -T i I 41 GLAZING BEAD, 5/16" #40396,6063-T5 ( 1.979 .062 2.155 1.707 os2 SASH SIDE RAIL 31 .062 #4008 6063-T5 1 O 23 -� FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) 678 21 #4006C,6063HS-T6 28 #4007,6063-T5 .050 #4054A,6063HD-T6Q 050 ' + 1.096--1� -1PitoriU(:7'RL:VISE17 -L O GLAZING BEAD, 5/16" as complying with tli,Flatida .678 42 27uild 1p.Cudc #40448,6063-T5 1.0967t4.�fn 2.326----1 T (USED W/GRILL KIT (( r 0 I ) L'-rpimlt'�n Datc�(c .062 44 GLAZING BEAD 7/16" liL4 2.9464722:60;3-:5 • • •• P4iami Y)adc Pmdtr;t Cantrell I 3.446 • # • . • • • 2.638 • ••� • ••• • .683 050 062 •• ••• •• • • • •• I I �- 1.097 .050-•-I�•!�678 46 GLAZING BEAD, 13/16" IG I+--2.784--�1 �1' •��� •• • i•• #4067,6063-T5 O 68 SASH BOTTOM RAIL (HIGH) GLA:INQ WAD•7:16; FLANGE FRAME SILL (HIGH) •• 45 • •#1rJ85C,aQ6S-TE • • • • � -"""�'""-"" 69 #4050A,6063-T6 #4051A,6063-T5 ••• (U•SED W/GRILL KIT) ••• • 6 I Reeed By. Oafs: Revtrbee: -. 1070 TECHNOLOGY DRIVE "(ff.- E U 1 F E CORNER DETAIL W. BY• Oefe: RlWlwu: N.VENICE,FL 34275ar.dBy: li; Re", ,: P.o.BOX is2s jALVfj.e SIN LE WINDOW, IMPACT •'. '' so,Ia�mr• • ,s,,,: • • a•„"Wr R.r. A.LYNN MILLER,P.E. Drawn By: Date: CMdeda. nate: NOKOMIS,FL 34274 VWbly BWrrs • sAi00 • •RaIP 7•a, 11 4040-20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2/23/07 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: U r> N U U U Ujc,�0 UZ UZ N U U U 2.ANCHOR LOCATIONS ARE BASED ON THE Z Zce� Z Z ZcZ ZU N Z Z Mp N O 0 U W GLASS N O O NNO ON0 O N O O O O NO O FOLLOWING WINDOp p N 00 ON 0 � H DM FROM TOP CORNERS WIDTH TYPE 3: 3: 3: 3t JAMBS-17 1/2"MAX,FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 112 2 1 1 1'1 1 1 2 1 1 1 1 1 2 2 2 1 2 21 2 2 2 212 2 11 2 21 2 21 2 2 2 2 2 2 2 2 2 2i 2 2 1 2 212 21 3 2 2 3 3 6"MAX.BELOW MTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 2 1'1 1 11 1 1 1 2 1 1 1 1 i 2 21 2 11212112 2 1 2 2 12 21 2 21 2 2 2 212 2 2 2 1 2 2 1 2 2112 21 2 2 1 2 21 3 21 2 3113 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. H,I,J,K,L 1 12 1 1 1 2 112 1;2 1 2 21 2 112 211 2 21 2 21 2 2;2 21 2 212 212 213.212 212 213 212 213 313 212 313 24.000 I I 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M 1112 111 1112 1112 112 1 2 212 112 212 2112 212 2112 212 212 212 213 212 2 2 213 212 2 3 313 212 313 ARE1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 12 1 2 2 2 2 3 1 1 2 21 2 2 3 1 1 2 2 3 2 3 2 2 21 3 2 1 3 212 213 3 3 2 2 31 3 3 4 31 2 313 314 313 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.0001 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B M MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 112 1 i 2 2:2 21 3 1 112 2'2 2 3 1 1 2 211 3 2!3 21 2 211 3 21 3 2!2 2113 31 3 21 2 3,3 3;4 3 2 3 1 3 3;4 31 3 4 11 4 OF ANCHORS SHOWN IN BOLD, OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 12 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN PRESSURE FOR THE H,I,J,K,L 212 112 212 213 1112 213 213 212 213 213 2112 2!3 213 2':3 213 314 2 3 3 3 3 4 313 3 4 3;5 3!3 4114 RESPECTIVE SIZE 37.0001 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A,B,M AVAILABLE. 212 1112 2;2 2113 112,2!31213 2,2 213 23 2 2 2113 21312!3 2113 314 213 313 3;4 313 314 3 5 313 4i4 PSFj 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 112 2!2 213 212 213 213 212 213 2113 213 213 21.4 2113 313 314 2 3 3 4 3 5 313 314 145 313 414 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M , 2 2 1212 112 213 212 2!3 2!3 212 213 21'3 213 2'3 2'•4 2,313 3 314 2113 314 315 313 34 415 3'3,414 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2221221122113222132132:23'32142;33133;42;3313314213314315333;44153!4415 MAX.PSF (DP LIMITED) 118 PRODUCT Iu:VISED 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a cmnpll•ing wish the Flotida A,B,M - -- --1_. I i ( HEAD--2--_ Building Code 222:2222!3222:32132123,32142133'33;42',333314213 311431,53133;441534415 AecepmnceNo� � 2I JAMB ABOVE 2 3 P:µiiral ,D:;)Y� PSF 79 79 r. C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL ..,-., 1 _ JAMB BELOW Miami Lade PrOrigct CrmirDl 1 48.000 H,I,J,K,L 212 2 2 2 2 213 212 213 314 2,3 3;3 3114 2'3 3;4 314 2 3 3'4 315 3..1 3' :1� �13 115'4. '45115 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'L, 2 ,3, Z •Z 2 �f ' AB,M -- 21-2 212 2 2 213 2!2 213 3':,4 2'3 3.3 3!4 213 3114 3114 2`3 314 315 3,1 31 1115 13 0�5: 1 $V 515 (FULL DP) it! PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3+2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 1 3 • •. • ;14.' • • 53.125 H,I,J,K,L 2 2 2!,2 2 2 2 3 212 2 3 3:;4 211 3 3114 314 2;3 31 4 3 4 3 5 3*4 3 1�i,4 4;6 31 4'5 4; S 1 516 MTG.RAIL 2 2 3.'2 ;?. '3; .2 = 30 2: JAMB BELOW - Ag'M 2 2 2;2 2 2 2 3 2 2 2 3 3 4 21 3 3!4 3 4 2,3 3 ••• • • 1 MTG.RAIL �{ 2 2 2 2 2 2 2 2 2 2 43;435313 �144153'34'54t3445 RevW BY Dem: RaWbns: O°�°r' (. Rc sm: ReNsbns: 1070 TECHNOLOGY DRIVE ANCHA� S ACI G, 1/1 WINDOWS . N.VENICE,FL 34275 Tft. 0 * Re By: Dele: RBNtldu: •� 4LIN't VNME HUNG WINDOW, IMPACT P.O.eox lszs sN A.LYNN IMIL'LER,P.E. Dawn try: ace: G,edrsne. Dem: NOKOMIS,FL 34274 Visibly Bei•• • SH/00 Iv I 8 �Q' 1 4040-20 F FL P.E.#58705 F.K. 7/29105 J.J. 2/23/07 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: " 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE,----_ 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE0 M U 2.ANCHOR LOCATIONS ARE BASED ON THEO ZTZMOZ Z WINDOW GLASS O �ONOOONOCN 0O � ONONOO� ONONO �ONONOONOO —O FOLLOWING DIMENSIONS: U U U U U U U U U U HEAD-18 112"MAX.FROM TOP CORNERS WIDTH TYPE O Z ZMO Z Z Z NM O Z Z M � � C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17.,1/2"MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 111 1 1 111 212 2; 1 212 212 21 2;2 212 2 2 2 2 212 2j2 2j2 22 2j2 2 2 '2 3 2 2 2 312 3�2 2 3j2 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED , 1 1 1 1 1 1 1 1 2 11 2 2 1 1 2 1 2 212,21 1 2121212 212 2i2,212,212 2;2 2 1 2 22 2121312,212,312 3 2 2121 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 21 2 1 1 2 2 2 1 2 2;2 2 2 2 2 2 1 2 2 2 21 2 2 2 31 2 3 2 2 1 2 3 2 31 2 2 1 2 31 2 3 1 2 2 2 3 1 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 111 111 212 11 212 212 212 212 21212121212 212 212 312 312 212 312 312 212 312 312 212,312 ARE 1"LESS. PSFI 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A H,I,J,K,L I I BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 1 7 1 1 1 1 21 2 21 2 2 2 21 3 2 2 2;2 3'3 2 2 3 3 31 3 3 2 3 3 3 3 21 2 31 3 4 3 3 2 4 3 41 3 3 2 4;3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE A,B,M 1 1 1; 1 1 1 2!2 212 212 23 2j2 2112 313 212 3 3 313 312 3'3 313 212 3;3 413 312 413 413 3€2 413 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1 1 1 1 1 2 2 2 i 2 21 2 21 3 2 2 2 3 31 3 2'2 31 3 31 3 3 3 4',3 31 3 3 2 3 3 41 3 31 2 41 3 4 4 3 1 2 413 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M -- —}.. 1 1 1 1 1 1 2 2 212 212 213,212 213 313 212 313 313 313 4!313!3 312 313 413 3j2 413 414 312 43 PSF 54 79 1 62 1 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 240.000 H,I,J,K,L 1 1 1 1 112 1 i—2— 212 2212 3 212 313 33 212 3;3 413 313 4 3 3!3 313 413 414 313 413 44 3'3 513 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 212 2,2 213 212 3'3 3,3 212 313 413 3 3 4 3 313 313 4;3 4'4 3113 413 414 313 513 TABLE KEY: PSF 49 79 56 79 79 C,D.E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF H,I,J,K,L _ (DP LIMITED) 117 PI20DUC7'RIVISED 44.000 1 1 1 1 1 1 2 2 2 2 21i 31131212 31 3 314 213 3 1 3 414 31 3 41314141313 41314f4 4 31 3 413 414 313 5'4 HEAD 3 :L«�»nlvi�fs widf Ow Florid 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ — umepL0 c Ilk -.-.._---1-1-i __.. 4'1_1 ..._- ----..-- -21-2 _ JAMB ABOVE 3 3 Acca:Fxri»cc Ilk,1 OZ t ode �.� A,B,M 1 1 1 1 1 1 2 2 212 2 2 313 212 313 314 213 313 4 4 3 3 413 4 4 313 413 414 313 413 414,313,514 Gx,jiruirt oe�e � ?1;21 MTG. RAIL PSF 45 74 51 74 79 79 Iw JAMB BELOW M;�;»;�,aer,vou,trcxltj C,D,E,F,G, 2^ „2 2 2 2 2 2 2 2 2 i 2 i i 2 2 2 : 3• 2 2 3 2 2 MTG.RAIL 48.000 H,I,J,K,L 111111222;222332123,33(4333344334,44:43r�34;t (Qa12. 44:4 X514 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2• ABM _ f I 3• •2• •3 02 2 (FULL DP) , 111111 2221222332123133143133134;4313444143.a4�4 t4a1� ;444 11'35!4 HEAD 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 1 2 -- - - — — - ._. • • MTG.RAIL 53.125 H,I,J,K,L 1111112221222333133;34,43134;44.4313444;433445!541351'45 j•3i14 JAMB BELOW ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 •2 3. 2. .3 • 2. .3 r _ _._._._ . •: . •: '4 MTG.RAIL ` y 1 1 1 1 1 1 2 2 2 2 21 2 3 3 313 3'3 414,313 414 414 3:3 44 4 4-3113 K 4 51 4 4;3 1 4 5+4 Revd BY• Uefe: Revkbna• ev.d¢g Oe1e: Reri,l.ns: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW N.VENICE,FL 34275 • *w • • • *00 • • .1 . „�� IXte: R.4,f�,: AL(71VC.jNaE='IUN WINDOW, IMPACT P.O.BOX 1529 6 • A.LYNN MILLER,P.E. omwrr ey: o.W Z.dmdB. _6 NOKOMIB,FL 34274 Visibly Be[[es •• • • S •0 F.K. 7129105 J.J. 2/23/07 ••• • SA00 , QIl 9 l 11 4040-20 F FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1 -1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44-839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: U U U U U U O U U 0 U U U U U U U U 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASSMO Z zv0 Z ZMONZ Zm0NZ ZcONZ zcnONZ ZL?ONZ zMON2 Z �+ONOTONONOTONO OTONO OTONO OTONO O ONO OTON OTO DIMENSIONS: WIDTH TYPE U U � U U U U U U U U � U U U U U U HEAD-18 1/2"MAX.FROM CORNERS 1 IDT D,Y F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 1/2"MAX.ABOVE THE MEETING RAIL 6"MAX.BELOW MTG.RAIL 24.000 D,E.F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS K.L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. ---- ---- -- —' 6.DESIGN PRESSURE LIMITATIONS: K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE RESPECTIVE SIZE AND 48.000 D,E,F,J, 2 2 2 2 2_ 2 2 2 . 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 64 74 66 77 69 69 TABLE 7, KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2=3 2 3 MAX,PSF K,L _ _1 -....'_ ..Z._ -. 2- ...2-.-___.3— 3 3 4 4 4 5 4 5 6 5 6 6 5 7 (DP LIMITED) '112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 Oa Z o O Z Z O Z Z O NZ Z . ON TO cl) O Z Oz HE ADt`? M Z WINDOW O O 0 O U L) U 00 v0 C) 0 0 N � O JAMB ABOVE WIDTH ? FULL DP 42 PRUDUCIftFV ISGDANCHOR TYPE 11 1 2 12 2 1 2 2 2 2 2 2 2 • 2 2 2 2 2 2 2 2 2 MTG.RAIL 0scomptyingwith the F I dp l3uil(tiug code !- 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ALvcplatmoM)l�Q'_O({ -�� 1=xpiratum Dile t 2! 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 79 __ TABLE 8. KEY: t i ,nl rr.,d�Product coulyto'— 37.000 2 1 2" 2 2 2 3 2 3 3 2 3 3 3 3 �3 3 •3 • •3• 1 •1 3••4 •• • • • • • MAX.PSF 40.000 74 _—_ - _-- _ _ 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 B • • •4• •1 3 .4 SDP LIMITED) 112 68 78 JAMB BELOW 2 44.000 —2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL 63 J2 - 79 • 0041 ••• • • • 48.000 - — 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 • 4• 5 8 •4• 5 3 4• FULL DP 73 58 72 • • • • • • • • • JAMB BELOW 2 53.125 — 2 2 2 2 23 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 5 MTG.RAIL 6 ►��I G nmeer. Dere: NeWkw: 0«abeac 1070 TECHNOLOGY DRIVE ANCUORAGE SPACMfG, CUSTOM VIEW ' ewd By: Date: Redskns: • • • • og . N.VENICE,FL 34275 . aK, peWau: AM** WINDOW, IMPACT P.O.BOX 152s • 0—fwN., par A.LYNN MILLER,P.E. D.—sy: Dere: ceexme. Dete: NOKOMIS,FL 34274 Visibly B!t!� • s sh • •IQTS 10•er 11 4040-20 F FL P.E.#58705 F.K. 7129105 J.J. 2/23107 NOTES: EXTERIOR INTERIOR E 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-314"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 3/4". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 1 &3) (SEE NOTE 4) �1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 912 TRIMFIT HEADS. 3,35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE , °, 1 3/8"MIN.,1/4"TAPCON _- -__ _ TOTAL THICKNESS IS LESS THAN 1 1/2". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 3/4"MIN.,1l4"CRETE-FLEX ____ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x � 1 3/8 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK ��'� _CL MIN.ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) - 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114„ 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. MAX. SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 1 3/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. f MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114"MAX.SHIM—�I Ir— 1/4"MAX.SHIM II�� —v 7•MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT �O 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-314"MIN EDGE 1 EDITION. IUlhmmu CONCRETE ANCHOR, _ I WOOD ANCHOR, I FH BELOW MEETING I I l FH BELOW MEETING In� ninluu: - RAIL.(SEE NOTE 1&3) I 11nI RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE �� INTERIOR _1 -'—OR 1.5 KSI MIN.CMU I (ALL JAMB DETAILS) EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" —5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX'—' 1/4" SHIM -- WOOD FRAME MAX. PROUAICTIU!VISED —WOOD FRAME SHIM 1 asctmipilingwithtit, Flori9a �� _� Iiuilrting Cuae Acv IaDccNot�G o7t4.C)h 518"MW.EDGE l5. imtim0ate�x .131"DIA.MIN.--- _ x 2 1/2"NAIL, 2-112"EM EDMENT AT CORNERS 13y — ' 131"DIA.MIN. > > �_ • • Minmi fl'.de Product(uDtyut ) x 2 1/2"NAIL, • •• • —WOOD FRAME AT CORNERS • •• •••• • • IT AND 5"O.C.~ 9 5/8"MIN.EDGE • • • • • 131"DIA.MIN. •• • O 1/4" x 2 1/2"NAIL, MAX. AT CORNERS SHIM AND 5"O.C. • ••• ••• 0 0 0 2-1/2i EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) •• : • .DETfaI�G, TYPICAL INTEGRAL FIN ANCHORQ6E • • • ••• Revd Sr. Defe: fR..si— vd y: Date: 1070 TECHNOLOGY DRIVE • AN D DETAILS N.VENICE,Raved y: Oak: L • IN LE UN WINDOW, IMPACTP.O.BOX 15213 NOKOMIS,FL 34274 VtObly Bqr • • ••• • t•ier °i"'"°"° ReF A FL P.E.#58OSEDmwney: Den: D.n: &ffoo �lT9 11 11 4040-20F.K. 9/1/05 2/23/07 M IAM 1•DADE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of con,,9Vyction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Cor%ty.1;,2ER - •••••. Product Control Section to be used in Miami Dade County and other areas where a%)p ftctby the.Authprity Having Jurisdiction(AHJ). ' ...... .. .. ...... This NOA shall not be valid after the expiration date stated below.The Miami-Dade mit ity Product Control • Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade Courity)•rese>:e the fight • to have this product or material tested for quality assurance purposes. If this pro&Kke r materrfl'fails to ••;••. perform in the accepted manner, the manufacturer will incur the expense of such te%tiRg•4nd thl%HY inay immediately revoke, modify, or suspend the use of such product or material within ihleir•,jhrisdictlou."RER •• •:• reserves the right to revoke this acceptance, if it is determined by Miami—Dade Vt?r*:Product Control •• . . . ...... Section that this product or material fails to meet the requirements of the applicable building.code. ••••• This product is approved as described herein, and has been designed to comply Ah�tke••Florid�.Vuiloing ;••••; Code, including the High Velocity Hurricane Zone.- •.: DESCRIPTION: Series "SGD-770"Alununum Sliding Glass Door w/90'& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the_job site at the request of the Building Official. This NOA revises NOA# 15-1013.1.5 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI-DADE COUNTY NOA No. 16-0629.06 �V Expiration Date: February 17,2020 Approval Date: August 04,2016 i °fit" t� Page l PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0000 . 0 0000 0000.0 B. TESTS ' 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FKC, TAS 2O02A4 ••••o• 2) Large Missile Impact Test per FBC"PA5201-94 :0000: 3) Cyclic Wind Pressure Loading per 1WlNr:TAS 20r�t- • 0000 0000 0000. Along with marked-up drawings and installation diagram of Al,414th Slid44g Qlass .•;�.• Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Aiw%tratAn Of"Ting Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 andoFT4f.8968, dated •, 02/15/16, 06/07/16 and 06/20/16, all signed &sealed by ldalmis�Ortega, P.11.',0.:. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 : 0 :0000: 2)Uniform Static Air Pressure Test, Loading per0PBC, TAS 202;j4 • 3) Water Resistance Test; per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under A'OA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under NO4 No. 09-0826.10) " Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS X02-940• • along with marked-up drawings and installation diagram of an Ahuhiilum slidingglass door, prepared by Fenestration Testing Laboratory, Inc., Test Rep@Kc-No.: l'•'FL4980,•••• • FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, PTUL 017, FTL-6023, ;....; FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and'FT1.-6036,, afl'datd e ' .... .'... ..... 08/10/09 and signed and sealed by Julio Gonzales,P.E. •• ;••• (Submitted under N04 No. 09-0826.10) ' .. .. . .. ...... 5. Additional Reference Fixed Window Test Report No. FTL-7897{c�xdinal spaoer), •� per TAS 201,202 &203-94, issued by Fenestration Testing Labbratoty, Inc;...;. (Submitted under NOA No. I5-0430.08) ' C. CALCULATIONS ••• 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "ButaciteT)PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NO.4 No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • ••••.• ...... (Submitted under previous NOA No. 14-0128.11) ' ' • ...... .. .. ...... G. OTHERS • 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries;Inc*for thoijXe� es . .. • .. ..... "SGD-770" Aluminum Sliding Glass Doors w/90° &135° cornex,};.LX.I. approved on 10/29/15 and expiring on 02/17/20. .. .. . .. ...... . . . . ...... Jorge M.Plaseneia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frarne Min.Edge Min. INCLUDING POCKETS & 900/135° CORNERS Member Distance Embedment Concrete(min.2.85 ksi) HeadlSIII/Jamb 1" 1-3/8" GENERAL NOTES 1 1/4"Elco Ultracon Ungrouted CMU,(ASTM 690) Jamb only 2-1/2" 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM 690,min.2 ksi grout) Jamb only 2-112" 1-314" 2)DESIGN PRESSURES: 114"Elco 410 S.S. Concrete(min.3.35 ksi) Head/Sill/Jamb 1" 1-3/4" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2CreteFlex Ungrouted CMU,(ASTM C-90) Jamb only 2-112" 1-1/4' P,T.Southern Pine(SG=0.55) Head/Sill/Jamb V 1.395" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Concrete(min.2.85 ksi) Head/sill 1" 13/8" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4"Elco Ultracon Ungrouted CMU ASTM C-90) Jambonly 1" 1-114" PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(SG=0.55) Head/Sill/Jamb 9116" 1318" WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18-8 or 410 Aluminum,6063-T5' Head/Sill/Jamb 318" 0.063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36• Head/Sill/Jamb 318" 0.050" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/In) Steel stud,A653 Gr.33" Head/Sill/Jamb 3/8" 0.0451" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksi) Head/Sill/Jamb 1.112" 1.318" NARROW JOINT SEALANT. 114"Elco 18-8 S.S. Ungrouted CMU,(ASTM 690) Jamb only 2" 1-1/4" 6)REFERENCES:ELCO ULTRACON,CRETE FLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM C-90,min.2 ksi grout) Jamb only 2" 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Head/SiH/Jamb 1" 13/8" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/SiH/Jamb 9/16" 1-318" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). [T#1 eel SMS G5, Aluminum,6063 T5' HeadlSIII/Jamb 3/8^ 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 1 threads/in) Steel,A36" Head/Siff/Jamb 3/8' 0.050" FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' Head/SilUJamb 3/8" 0.0451" TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLA71NG DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES.......6-8 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS....................15,16 BE REVIEWED BY*1 HE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED TABLE B,SEE DETAILS ON SHEETS 4&5 as yIng with the Florida SEE TABLES 1,2 8 3 ON RATED FOR LARGE 8 SMALL Building/ding Code Glass Description(Listed from Exterior to Interior) SHE 6,7 8 8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 Type G3 7/16"Laminated:(2)Lues of 3116"HS Glass with.090"PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020 G3A 9116"Laminated:(2)Liles of 1/4"HS Glass with.090"PVB Interlayer •2014 FLORIDA BUILDING CODE(FBC),STH EDITION By G4 7/16"Laminated:(2)Liles of 3/16 HS Glass with.090 SG Intedayer •ASTM E1300-09 Miami-?666 Product Control G4A 9/16"Laminated:(2)Utes of 114"HS Glass with.090"SG Intedayer •• •A1_U: ?Jt NDSy201 V WOaM-2010CO RUCTION G5 1"Laminated LG.:3116"TExtedor Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"HS Glass with.090'PVB Interlayer • •ALU611N,0-�E IG1Qt+�MJZNl1gL,:DM-2010 G5A 1"Laminated I.G.:1/4"T Extedor Cap+5/16"Air Space+7/16"Laminated;(2)Liles of 3/16"HS Glass with.090'PVB Intedayer • •Altl•S10p-OZ/S20�0 ••• • G6 1"Laminated I.G.:3/16"T Extedor Cap+318"Alr Space+7/16"Laminated,(2)Liles of 3116"HS Glass with.090"SG Intedayer •• ••• •• • • • •• .`�111'• ( 1;1/, GLAZING NOTES: G6A 1"Laminated I.G.:1/4"T Exterior Cap+5116"Air Space+7/16'Laminated; 2)Lites of 3/16"HS Glass wlth.090"SG Interlayer =ANNEALED p, ,.... ,'•i .�; "ANN" G7 7/16"Laminated:(?)Liles of 3/16"ANN Glass with.09Y SG Inteda er "HS"=HEAT L ST,ftRENGTHENED G7A 9/16"Laminated:(2)Lites of 1/4"ANN Glass with.090"SG Intedayer "T'=TEMPIRM• ••• • • • GB 1"Laminated I.G.:3/16"T Extedor Cap+3/8"Alr S ce+7/16"Laminated;(2)Lites of 3116"ANN Glass with 090"SG Intedayer "P�„= �o�, g ACT ®PVB•q • U R Y AP�^E•RICA,INC. _~ •' "I`'' 5"''0" r" '_ G8A 1"Laminated I.G.:1/4"T Exterior Cap+5116"Air Space+7116"Laminated;(2)Liles 03116"ANN Glass with.090"SG Intedayer `0" 1 L J' Y' S - ' "SG"_.090"SEIiFRYGLwS�e i KMRAR4Y AM6RIGA,INC. 6Fir ••• •JR o5ymole B ADDED SPACERS TO SHEET IS. 0070 TECHNOLOGYORlVE GENERAL NOTES AND MAP , .� ST::r '� °'�°b0°' N.VENICE,FL 34275 t�.n'•.,FLE FtO'•' rn Revd ay. ow. R" 6— SfSffR164S 7710 AL(!M 6G13-L01MPACT -:;;:;1 tR Y:'`�.- \ (est)rao f5oo . on»ney rmk and.d ma: G,7. • • • an..e• • •°Y°°N0 g A P.E'58` JR 10/1[1/14 CERT.OFAUTH.#202K 13GD-7►Oe ••N�as •d �• •• PGT0130 1 1 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-312 s PER TABLES 1-3 1 13 CAN BE OXXXp. 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 2 I OF ANY 2 STRAIGHT CONFIGURATIONS. 12 1 I � Gc Jw Z> Jw Jc 13 to 14 o a w 13 t9 14 14 i o z o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. MAX.UNIT Z a? MAX.UNIT / / 1 z a n HEIGHT 14 1 Z.a HEIGHT / 1a 14 1 -c rc PER TABLES 1-3 i x w z PER TABLES 1-3 w= "X"=OPERABLE PANEL, v 18�w "O'=INOPERABLE PANEL, POCKET I a POCKET a w`i U) "p"=POCKET DETAIL LETTER L —J•\f__ X w"=WOOD OR METAL INSTALLATION 1-PANEL sir wJ c 2-PANEL W"c"=CONCRETE INSTALLATION CONFIGURATIONS , ,3 CONFIGURATIONS 1 13 I!—SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" w Ac w c NOM.PANEL WIDTH 12 i3 t2 13 AZ A3 w c 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" NOM.PANEL WIDTH PER TABLES 1-3 PER TABLES 1-3 1 JW Jc Q 12 13 19 1 19 14 14 Is19914 14 io MAX.UNIT 12 13 19 19 19 14 14MAX.UNIT 14 14 a m HEIGHT I a HEIGHT 19 i9 i w w w PER 1 13 19 19 19 w PER TABLES 1-3 w TABLES 1-3 o w 1CL I / lam¢ � POCKET j -- / POCKET rwn 3-PANEL CONFIGURATIONS w 13.c w 4-PANEL CONFIGURATIONS 1 13 1 13 1z_3 1 1 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH A PRODUCT REVISED NOM.PANEL WIDTH Aw Ac w Sc Cc 1 13 aS complying with the Florida PER TABLES 1-3 12 13 12 13 12 13 PER TABLES 1-3 Building Code —p\F---- 1 13 NOA-No. 16-0629.06 Jw Jc I 1 1 13 Expiration Date 02/17/2020 G G3 19 19 19 14 14 I ¢ 19 w c w Kc j�'o MAX.UNIT w By I MAX.UNIT 12 1 19 19 19 1 14 I i ck:a N ••1`IE1Cllif : •f/ t pp ••� NOTE SEE Mia - Product Control HEIGHT 1 13 19 1 19 19 / I°Q • PER• •% lg • •� 2,THIS PER TABLES 1-3 �, T@BLE�I- • • •• SHEET. ` laaw •• •• • •s POCKET I Inw EXTERIOR m 1`Y 13 - I w c —S\J— --� • ••• 000 • • 13 5-PANEL CONFIGURATIONS w G w � w � jR �'Y)5. W Eg 13 12 13 12 13 12 1 •• • IOQTSD C R E1�hiOQVN; ••• • IN91DE CeRNERSMI'LAR? � Reuad By. iWo R.vbk-: � " .. .. Red.�w. 1070 TECHNOLOGY DRIVE EXAMPLE CONFIGURATIONS N.VENICE,FL 34275 Tro••s • a • • ••• • • Rend Peel: RadebBe (941}d80-1600 SPRI 77Q $GQ-LA,IMPACT , Pr.w•.Rr. ooe.: rJ.a®d e. D.W. B.+e..•:da ••• aw:• • ..��•••��• --i-PGT0130 R B A.LYP E.#58 O5 P.E. JR 10/10/14 CERT.OFA11TH..*29296 • '7� �1'a� •?j•• �F • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH Aw Ac ww cc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 t3 12 13 1z 1 pXXXXp pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —���---i CAN BE OXXXp. (RyJw Jc 1 Gc 19 i9 19 1 1 1 1 I 1 13 I 2)90°&135'CORNER CONFIGURATIONS CAN BE A COMBINATION 1w 13 19 2 1s 19 19 14 4 i o�°q OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT lc I j a ti HEIGHT, 1 t is t 1s s / I w t 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" �, / 1S � � 2 w` "X"=OPERABLE PANEL, POCKET I w ::O'=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS w Ec 13 1 13 12 13 �DETAII LETTER (kms w'=WOOD OR METAL INSTALLATION MAX.UNIT WIDTH "c"= CONCRETE INSTALLATION NOM-PANEL WID FHAw Ac w c Cw Cc SHEET NUMBER PER TABLES 1-3 t t3 12 13 12 13 Gw Gc i1 1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 1 131s 19 9 is 1 19 1a 1a I ¢ DLO HEIGHT=DOOR UNIT HEIGHT-10.125" c " 1 w o w PANEL HEIGHT=DOOR UNIT HEIGHT-1,866" 9 19 19 19 19 19 4 14 to a p MAX.UNIT 1 13 I z a m HEIGHT 1 13 9 19 19 1 19 19 // I Y z PER TABLES 1-3 o S POCKET k 4 h 7-PANEL CONFIGURATIONS w Ec F 12 13 12 12 i3 MAX.UNIT WIDTH NOM.PANEL WIDTH Aw Ac w c Cw Cc PRODUCT REVISED the Florida PER TABLES 1-3 12 1 1 t3 12 13 P d Building o e NOA-No. 16-0629.06 I w G Jw Jc Expiration Date 02/17/2020 13 t 19 19 19 19 19 19 14 14 c 1 19 19 9 19 19 9 14 1 jaw' By MAX.UNIT 1 73 �, • •• •I�a o• • • •• Miam D roduct Control HEIGHT 1 i3 t9 19 9 t9 19 19 •I 1 i i 0 0 PER TABLES 1-3 •• • s • ••• • / L/L / / • • •j u�� • • • • I LL POCKET 8-PANEL CONFIGURATIONS Randfly. Dam: R.rBaa+a: - 1070T5CHNOLOGYDRIVE EXAMPLE CONFIGURATIONS Rend . Dab: R.Nson..- _N.VENICE,FL 34275 TBI•• • • • • ••• • • vrd By: D.b: ReVWy /941}400-1600 SEV IE$77Q A21.tV9 1 G[X-LMJMPACT A.LYNN MILLER,P.E. D2 By: D.N. Fh .dB wb: ° -7�•• •A�-M �,62j-j'6: R PGTO130 B P.E.#58705 JR 10110114 CERT.OF AUTH.6'29296 • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16"NOM. 7/16"NOM. V NOM. 3/16"HS GLASS 3/1G'HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 62 83 EXTERICR G L, 3NOM. EXTERIOR 3/4"NOM. GLASS � GLASS 124-127 3/4"NOM. GLASS SITE BITE BITE EXTERIOR 80 80 79 54 54 55 7/16" LAMINATED GLASS,TYPE G3 7/16" LAMINATED GLASS,TYPE G4 1" LAMINATED I.G. GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS--- 1/4"HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74 114'T GLASS 82 82 63 S 3/4"NOM. U 3/4"NOM. 3/4"NOM. EXTERIOR 1 EXTERIOR GLASS GLASS 124-127 GLASS BITE BITE XBITE EXTERIOR PRODUCT REVISED as complying with the Florida Building Code 8179 81 HOA-No. 16-0629.06 S4 54 Expiration Date 02/17/2020 55 By •• 00: • • • • • •• Mlam a Product Control 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS,TYPE G4A *V' LA4NICCE© I;G:OLA'SS TYPE G5A GLAZING NOTES: "ANN"=ANNEALED • ••• ••• • • • "HS"=HEAT STRENGTHENED • • • • • • • • • "T"=TEMPERED • • • • • • • • "PVB"=.090"BUTACITE PVI3MBY KURARAY AMERICA,INC. • •• • • • • • • • "SG"=.090"SENTRYGLAAY KURARAY AMERICA,INC. ••• • • • ••• • R.wd BY D.b. JR 05!05/2016 8 ADDED SPACERS, 10707ECHNOLOOYDRNE GLAZING DETAILS Rete By. Dab: R.— N.VENICE,FL 34275 *�� • • • R.1d BY o.b: Re 1-1 /9dl}dao•�saD SER1EI 774AIWV. &D:LM IMPACT :.,' D—Sr.. D.W. 5;aWBr. ��. FB°'�'*'"`aP" •• • 21-• ••R' "°"' A.LYNN MILLER P.E. .#29296 ® tS6lF77i1 4••'`2 • PGTQi30 B P.E.# JR 10110114 CERT.OF AUTH58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1"NOM. 7116"NOM. 1"NOM. 3116"HS GLASS 3116"ANN GLASS 3/16"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 3!8"A!R SPACE 7a 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS — 82 83 83 EXTERIOR 3/4"NOM. 3/4"NOM. 124-127 3!4"NOM. GLASS 124-127 GLASS GLASS BITE BITE BITE EXTERIOR EXTERIOR / 80 7g 79 54 5 55 5 1" LAMINATED I.G. GLASS, TYPE G6 7116"LAMINATED GLASS,TYPE G7 1" LAMINATED I.G. GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 1/4"ANN GLASS .09C"SG 3116"HS GLASS AGLA 3116"ANN GLASS 5/16"AIR SPACE 74 1/45116'AIR SPACE 74 1/4"T GLASS 1/4"T GLASS 83 833/4"NOM. EXTE12a-127 3!4"NOM. GLASS a GLASS BITE BITE PRODUCT REVISED EXTERIOR as com Iyln with the Florida EXTERIOR / Building Code � NOA-No. 16.0629.06 79 79Expiration Date 02/17/2020 rr- 55 55 BY •• ••• • • • • • •• Miami-dptle Product Control 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS,TYPE G7A •J" LA 1N ATEA CIS:g $S,TYPE G8A GLAZING NOTES: "ANN"=ANNEALED "HS"=HEAT STRENGTHENED • ••• ••• • • • "T"=TEMPERED • • • • • • • • • "PVB"=.090"BUTACITE PYE'BY KURARAY AMERICA,INC. • • • • • • • • "SG"=.090"SENTRYGLA Y KURARAY AMERICA,INC. • •• • • • • • • • u R.roe BY Date: JR 05/05/2016 B ADDED SPACERS. f070TECHNOLOGYDRNE GLAZING DETAILS eves By. Deb: Re•ismimu: N.VENICE,FL 3275 t•.. • • • • • ••• • • RaMBy: ;10E/10/J14 Ekd SEVIE$77CZALIN. %GD;LMIMPACT ::,�.,'': j (9aryaao rsoo s ^�'• �'�" • • �.+�° "°"` A.LYNN MILLER,P.E. a..-By.. nem: ® • •• •5 •, • •• PGT0130 B P,E.f158705 JR CERT OF AUfH,#29296 •STQ 77y s• •i• • TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Height to Max.(+)DP configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 (Water iniltration Rating) (May be limited by Table 1A) For comer astragal anchorage on 90°or 135°corner units,see sheet 11 Sill Rser Height (+)Design Door Unit Height (Flat or Box,see Pressure,psf Table applies to Glass 80„ 84" 90" �„ Sheet 17) Types 3,3A,5,5A,7,7A,8 69-7/8"DLO 73-7/8"DLO 79-7/8"DLO 85-7/8"DLO Flush-1-1/7' seo note 3 &8A and the Stile I Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low-2-117 +48.67 types shown below. 1 2 3 1 4 1 2 1 3 4 1 2 3 1 4 1 2 1 3 4 Medium-3-114" +60.0 Head/Sill +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-41, +60.0 24" 17-DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 3a, DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 c 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 _ m P-hook 6+7 6+7 6+7 6+7 7+8 7+e 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Z42" pLQ Jamb 8 8 8 8 6 8 8 8 8 8 8 8 8 8 8 8 = P-hook 6+7 6+7 1 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+6 7+8 7+8 7+g 7+8 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = OOI OH RATIO 2:1 48" DLO Jamb 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 1 7+6 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida Building Code Straight Astragal Lockstile @ 90`Astragal Lockstile @ 135°Astragal Lockstile @ NOA-No. 16-0629.06 Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 13S°Astragal Expiration Date 02/17/2020 Standd Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile arBy Standard Astragal Outside Corner 'r• ••• • • • • Irgide • Miami- Product Control I ' Outyae • • • • • Corn@r Corrfer • • • • • • • • • Inside Corner Outside Inside Corner"I 1 Corner Part#61(Stile) 9 eve PVfvl(Stilg)•• ••• Part#60(Stile) P4t#1?9(Out.) Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner • Paas 031&#i2 • •Part 1161 Part#67(Astragal) Part#130(In, • • • • • �, Receiver) • •• • (bort;.4.cFMw%t) • • w..d By. DW: Rrv4iona �'W°„ ... -. f.•-. _- 1070 TECHNOLOGY DRIVE DP AND ANCHORAGE '.: y' N.VENICE,FL 31275 me: • ••• • • SEA/ES 770:4i;M &. SSD:LM jbIPACT telr}eeo-rcon D„w,ar Der: a. mm: `® • •• •ff,, }, • • ,,,,•• •• PGT0130 wr A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH##28296 SODJiP • 7YTJ 6•�•�• • B P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60 For corner astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 80,. B4,. 90" 96" 102" 108" 114" 120' 4.4A,6,6A,7,7A. 8&BA 69-718"DLO 73-718"DLO 79.7/8"DLO 85-718-DLO 81-7/8"DLO 97-7/8"DLO 103-716"DLO 109-7/8'DLO and the Stile I Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 17" Head/5111 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cit+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24 DLO Jamb 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 b+7 6+7 6+7 7+8 7+8 7+8 7r8 7+6 7+8 7+B 7+B T+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+1019+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+f C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" ()l30 Jamb 6 8 B 8 8 B 8 B 8 8 0 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 8+7 6+7 6+7 7+8 7+g —7+-8—F7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+g 8+e B+9 8+g 8+9 9+10 9+10 9+1D 9+10 9+10 9+10 9+10 9+10 29" HeadlSl4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11,C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 t0 t0 10 10 10P5+ 10 10 10 10 P-hook 6+7 8+7 8+7 6+7 7+8 7+B 7+8 7+8 7+8 7+B 7+8 7+8 7+e 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 19+1019+10 9+10 Head/SIII C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C4+1 C4+t C5+1 CS+1 a 42 D35"LO Jamb 8 8 8 8 8 8 8 8 8 B 8 a 8 8 6 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 +76+7 6+7 6+7 7+8 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+1Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 G1+2 C5+2 C5+2 CA+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 z48 D41"LO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 70 10 ?0 10 10 10 t0 10 10 10 10 10 10 10 +1 Pfiook 6+7 6+7 6r7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+10 9+1019+10 9+10 9+10 Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 54" ALTOJamb 8 81 6 8 8 6 8 8 8 8 8 B 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 L 7+8 7+8 7+8 7+8 Not available in these sizes Head/Sill C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 CA+2 + C5+2 60" DLO Jamb 8 e 6 8 8 8 8 6 8 8 e 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+5 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+B NOTES: O = EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH .— DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABL E 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125" 3)4".3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design C7 tr PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = 0I OH RATIO?1 DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-112" see note 3 p 0 NOT RATED FOR WATER INFILTRATION. Low-2-112" +46.67 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-114" +60.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH RATIO=OH LENGTH PRODUCT REVISED SEE NOTES 1-3 INSTALLED. OH HEIGHT ascomp)yIng with the Florida Building Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NOA-No. 16-0629.06 Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135`Astragal Lockstile @ Expiration Date 02/17/2020 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90"Astragal Assembly 135"Astragal H -duty Stile Heavy-duty Stile Heavy-dutyStlle Hevtile BY ea�_dut Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy Miami a roduct Control Standard Astragal Outside Corner •• ••• • • • • Imide • g Corr lde • • • • • C�rr1�r � Insid Corner Outside Insideide C°rner'I I Corner Part#61(Stile) • • P 461(Stile • • • Part#61(Stile) P�t#159(Out.) p is 1k31&Sr32 • Part#61 Part#61(x2) Part#61 Part#61 par[#67(Astragal) part#61 Part#118(Corner *art#190(Irl!) • • a • • • u ( g ) Receiver) • •• •](tars.8•Fx Mount) • • - ibMEBY Drb: ROVIfIMs: .... 1070 TECHNOLOGY DRIVE DP AND ANCHORAGE , »' wm: R"w1101° Al.VENICE,FL 34275 rte••• • • • • ••• • • - ���, S !E 17: Ag.19GDO-LMlMPACT• ++> 1°"° A.LYNN MILLER,P.E. •• 22• •• PGT013O B P.E.#58705 D"""ey, pohr an;d'°ae D°r°' CERT.OF AU7H.Ir28296 SgLl7 0 JR 10/fd714 TABLE 3A: TABLE 3: -- Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum OP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80" 84" 90" 96" 102" 108" (Flat or Box,see Pressure, Design G.6A,7,7A, 8&8A and the Stile/ 69-7/8"DLO 73-7/8"DLO 79-7i8"DLO 85-7/8"DLO 91-718"DLO 97-7/8"DLO Sheet 17) sure,psf Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 3 1 1 2 1 3 1 4 1 12 3 4 1 2 3 4 1 2_T__3_T_4 i 1 2 1 3 4 1 1 2 1 3 14 Low-2-1/2" +46.67 Desi n Pressure +/-90.0 sf +1'82, Pat +1-7b.0 psi Medium-3-114" +60.0 24" 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 High-4" +90.0 OLD Jamb 6 8 8 8 8 8 B 8 8 B 8 8 8 8 8 8 10 1D 10 10 ---rib 10 10 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Destgn Pressure +/-90.0 psf +1-82.5 psf +/-75,0 psi 30" 23" Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 r DLO Jamb 8 8 8 8 8 8 8 8 8 S 8 8 8 8 8 8 10 10 10 10 10 10 10 10 VP-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 6+9 _ Design Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf 29" Head/Sill C4+1 C4+1 C4+2 04+2 C4+1 C4+1 c4+2 C4+2 C4+1 C4t1 C5+2 C5+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 a 36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 17 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 B+9 8+9 B+9 8+9 B+9 8+9 8+9 I z Design Pressure +/--90.0 psf +/-82.5 psf +/-75.0 psf OH LENGTH 4-�-- 35" Head/Sill C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 = DLO Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 CO P-hook 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 42" 8+9 1 8+9 8+9 0+9 8+9 8+9 8+9 8+9 Lu O > Design Pressure +/-90.0 psf See Note A below. ft+/-82.5 +/-7b.0 psf = OH RATIO_1 41" HeadlSill C4+2 C4+2 C5+2 CS+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2C6+2 C5+2 C5+2 C6+2 C6+2 O 48" DLO Jamb 8 B 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 1010 10 1 10P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+99+10 1 8+9 19410 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 OH LENGTH NOTES: OH RATIO 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WI iH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE-TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Building Code Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ NOA-No. 16-0629.06 Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal Expiration Date 02/17/2020 Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Heavy-duty Astragal OutsideC •• ••• • • • •In.yide •• II roduct ontro putsi�e • • • • Cdtnei Corner• • •• • • • • • • • • •• • • • lz Insid Corner Outside Insid�Corner Corner gas Part#61(Stile) •Part y1(StiIQ e • • Part 461(Stile) Pa�#lig(out.) Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner • Paas#�1&#�L • :'art Part#12Y(In.)• • • • • • Receiver) • •• •(Corn•&Gxd Morrnt) • • (/.�6�— rmwey< aro: a.Nrkmo _ e. .: 1070 TECHNOLOGYDR/VEjuT- DPAND ANCHORAGE N.VENICE FL$4275 Tsc • • m: (9!i}4aD-t600 SERIES'770i4L: A.SVD:LM iOPACT N. R"4 A.LYNN MILLER,P.E. o�a^� orro: `T "md °i°" CERT.OFAUTN.#29288 SGS" :• •FITS •8•x•22;• •: PGT0130 B P.E.9 58705 JR f0/10/14 NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 REQUIRED @ (PERPENDICULAR TO GLASS SEE" T CLUSTER DETAILS, FOR ASTRAGAL SPLICE � DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK _ 24"MAX.O.C. ITTHIS POCKETS AND _ 60"NOM. CLUSTER,SEE DETAILS,SHEET 11 x x SHEET '.� SEE POCKET (g)p-HOOK -___ x ��PANEL WIDTH x x x JAMB ADAPTIER I 6"MAX. o}� x x xx x xx x x x f x xx x x xx x x x x x 6"MAX. INSTALLATION, ( I }L THIS SHEET I x x x 4 ANCHORS MIDWAY i Y MAX. o &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF /..y ANCHORS&AT 3" i I® ° x-FRAME x ANCHORS l FROM TOP& i ®i I I ANCHORS 96" x (TOTAL 8 „ BOTTOM o 14" T o UNIT 2r MAX. ANCHORS) Z. MAX.O.C. ' HEIGHT O.C. PER JAMB 4.051" ­' "MAX.8TO OPENING y a O - 14"MAX.O.C. 0 o=P-HOOK x SEE JAMB EDGE OF POCKET SEE lea I 0 ANCHORS x INSTALLATION i w I®I X DETAIL DETAILS'Jc'&'Kc', i ma °I m o=P-HOOK BELOW) 1 _ END PANEL SHEET 14&PART i w a I®I I i X MOUNTING x P-HOOK T ANCHORAGE DETAILS'J'&'K', I j j °, 3"MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR i °a L—k� I ANCHORS _ O.C. --- 6"MAX. `��tt---- x x x x x x X x x \ x x x x x x x —i \} END PANEL _ ANCHORS END PANEL x' x, x x x x x x }--x x x j' 6'MAX. ANCHORAGE(SEE ANCHORAGE ANCHORAGE x x x x x' SKETCH BELOW) +2" +2" (SEE SKETCH BELOW) :-2^ ^+2" +2" ANCHORAGE ANCHORAGE j ! CENTERLINE 6 MAX.. ANCHORAGE ANCHORAGE ANCHORAGE T OF PANEL 1 2.04" 24"MAX. EXAMPLE'5 PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM PANELS ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) ! 6" SPLICE NOTE: _ NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE I 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTF.RI.INEOF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21^ OCCURS AT THE P-HOOK. NOM. • % INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL IN I ERMEDIATE O.C. I WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY °a "� — 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ��M� 6"MAX. PRODUCT REVISED 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: __ P�ka as complying with the Florida CENTERLINE JAMBS&P-NOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR Building Code OF PANEL 2 O.C, (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK NOA-No. 16-0629.06 P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Date 0 211 7/202 0 REQUIRES +2"ANCHORAGE ANCHOR PAIR CENTERLINE SEE"C5"CLUSTER END PANEL - CENTERLINE By "C6"CLUSTER,SEE �+- DETAILS,SHEET 10 OF ••• ••o ANCHORAGE + ••• Miami-D roduct Control • l DETAILS,SHEET 11 I NTERLOCK FOR ASTRAGAL I—OF • • • •• M }+- 4.051" I — 3.5" • • • • • • • • I • • �• • • CENTERLINE CENTERLINE • • • AT ELN9"+2"ANCHORAGE "+2"ANCHOf�AGE+EXTERIOR j OF PANEL3 OF PANEL 4 • •• + • /�tLRI 5• • / a SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ••• • • • ••+ • R.Wi3r: Dale: - 1070TECHNOLOGYDRIVE1UT ANCHORAGE SPACING&EXAMPLE PLANS • .... RavW By: Dam: RevMars: • • N.VENICE,FL 34275 *pa' .zdar ore: Revbms: N.V E s-1600 SEME4 770'ALi�i1O. SVD:LM i4PACT s.d..ar A.LYNN MILLER.P.E. dean ey. oar.: M...W a. Dem: • •• • • • 2•• •• PGT0130 B P.E.#58705 JR 10/10/14 CERT.OFAUT 1.#29296 iQC>♦'74 �4 9•�•2 • • 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04" INTERLOCK- NEEDED INTERLOCK—, CONDITION,USE CENTERLINE NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) I 1.75" EXT 6"DIAG. - I 3.5" VIAG 7„ 3.5" 21" 1.75" 4"DIA =4"DIAG. Mme' EXTERIOR O.C. 2.04" 1 T\ 2.04" 2.04" - 21„ I I 5.64" MAX. EXTERIOR 3'5" 7" +- EXTERIOR EXTERIOR 7" 3.5" O.C. 11, - 7" 6"MAX. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 15 2-TRACK FRAME HEAD/SILL 5.64" P ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (D@ ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX. ri ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR _ 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG, FRAME JAMB INTERLOCK--�—IF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED2'04 EXTERIOR ANCHOR PAIR CENTERLINE CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5" 3.5" 3.5" 7„ �- ANCHORS MAYBE INSTALLED 21" Y EITHER IN THE EXT.OR INT. o - I %2.04" MAX, TRACK(INT.SHOWN) 2.04" 4"DO.C. 4.08" i -- 1 5.64" NOTES: -�- 1.ALL DIMENSIONS SHOWN 7„ EXTERIOR 7„ 4"DIAG. EXTERIOR 3.5" J 5. ARE BASED ON MIN. EXT,JE�RI OR �1, v 3 TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 15 3-TRACK FRAME HEAD/SILL 6"M ALLOWED. (a?ASTRAGAL OR INTERLOCK (D>]ASTRAGAL OR INTERLOCK g ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANNCC HORAGE AT ANCHOR PAIR P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6"} (FOR SPLICE FOR SPLICED (FOR SPLICE CONDITION,DO NOT ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR CONDITIONS ONLY: INTERLOCK�IF NEEDED INTERLOCK I CONDITION,USE INTERLOCK-*- USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I CENTERLINE IF NEEDED "C6"CLUSTER DETAIL) 1.75" 3.5" 3.5" PRODUCT REVISED 3'5„ 711 as Bu(ding ICodewith the Florida NOA-No. 16-0629.06 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" Expiration Date 02/17/2020 By 2.04" 5.37"DIAG. r •• 00* 4"DIAG. Miami- a .' ro uct Control 4.08" • • • • • 4"DIAG�- �� • • • • EXTERIOR EXTERIOR 7•' EXTERIOR 7" 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL • 900 4-WCK-FRAME F AD/SILL (ix.ASTRAGAL OR INTERLOCK an.ASTRAGAL OR INTERLOCK • ASTRAGAL OR4NTiERkOGK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (UCE WI-�RE6 GL ST R NrH R AREFtEQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ;•• UITH&•V7ITRQNIT SPACE CONWITION R..d 8r Dem: Rwiseax: D+�Vda'' R.roO B/ Deb: ReHLonz rD7D TECHNOLOGY DRIVE ANCHORAGE, EXAMPLE CLUSTERS N.VENICE,FL 34275 rws • • RIEr4 7 AL M.•SGD--LM IMPACT Render Das eHfi nc (941}480-1600 • . • SM441od• • • � • 6'1001 • • °'sw1pMoR°" P.E.#58705 A.LYNN MILLER,P.E. D,mer atm:'!0/10/14 CheaodB. Dela' CERT.OFAUTH.#29296 ® • •So- • NVT9 i •�fF PGT0130 B JR •• • • 2.04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. ?4"DIAL. 8.94" / AARE BASED ON MINIMUM 6.12" 6.12" 3.5" / 3.5"INTERIOR /r INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR 1 ° 1 ° QUANTITY AND SPACING, 90° 3. 90° 3. EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR ° ° ° EXTERI CORNER CONFIGURATIONS. EXTERIOR 3.5" 4„ 3.5" 4„ 3.5" 35" 4„ "+1"ANCHOR 2.04" EJ(TERIOR 7„ 2.04" EXTERIOR 4., 2-04" r-- 7 2.04" EXTERIOR 8 94" 90"CORNER 90'CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OF PANEL ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") 4.08" ^+2"ANCHOR INTERIOR INTERIOR EXTERIOR 4-08" ° `+1"ANCHOR 2.04" 4" 7.41" -- --- - ° 4"DIAG. tI INTERIOR 3.5" INTERIOR 3.5" 9G° � 7 _ � 135° EXTERIOR _ I CENTERLINE 3 3 ' f OF PANEL 5 "+3"ANCHOR 4.08" 4.08" 7" z -- 5.37"DIIAG. 5.37" IAG CENTERLINE ° - p I —[f2 OF PANEL .04" 4"DIAG. EXTERIOR 3.5" 4" 3.5" ° ° _ EXTERIOR �— 7" 4 INTERIOR ON °ALL +2"ANCHOR 3.5" EXTERIOR 90°CORNER 135°CORNER V ENDS 7 I 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL Vn lam__CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED �, I OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12' INTERIOR 2.04" 4„ 2.04" EXTERIOR 5.881, 6.12" 3.5" CENTERLINE INTERIOR OF PANEL PRODUCTREVISED asco-INTERIOR 90 135° `+3"ANCHOR Bu ding lyo gewlth the Florida 3.5" 2.04" I NOA—NO. 16-0629.06 ° DIA Expiration Date 02/17/2020 i G 3.5" 4.08" By ' 6.12" 4"D 6.12" 7" EXTERIOR •• •• •.—•-- Miam-D roduct Control 2.04" 3.5" 4" 4"DIAG. 3.5 •• • •f.5" • CENTERLINEI��•• EXTERIOR 7 EXTERIOR 4" 2.04" I OF PANEL _. 90°CORNER 135°CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL •;• •q'_-'kA*KAFRA N WA07SiLL ("CS"ANCHOR CLUSTER REQUIRED ('C8"ANCHOR CLUSTER REQUIRED •• •INI RM�'DIjTF AIOQHO OUT �l ' AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) • •• ••• (31-TRACK SIM ILAIR • 6 ••• • • ••• 1070 TECHNOLOGY DRIVE ANCHORAGE, EXAMPLE CLUSTERS N.VENICE.FL 34275 • •mom• • • • 000 • • at.day; ow R.„,;° : SERIES=4Ll�M. $GD;LM IMPACT h4r}4so-lsoo S�1hlei• • •see: • • • a.w"v R°. Rw: A-LYNN MILLER,P.E. caro: i�0�}� • IdT,� 11• 27• PGTO130 B P.E.#58705 JR 10/10/14 CERT.OFAUTH.#29296 • • • • • • INSTALLATION DETAILS EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: ZSHIM THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1116". 2-1116"* 2-1116"' NOTES: EXTERIOR _ 114" - 114" 1.ALL DIMENSIONS MAX. MAX. . SHOWN ARE BASED SHIM EXTERIOR % C �� SHIMExTeRIOR ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: { SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., 2X WOOD SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C. Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYR, DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEEI 1 NOTE 4,SHEET 1 SEE ANCHOR _a. ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5,q NOTE 5, j THE METAL SUBSTRATE 1 (114"MAX.) — f SHEET 1 1 SHEET 1 -' —i (1/4"MAX.) _. ti.. S (1/4"MAX.) � EXTERIOR EXTERIOR I _ EXTERIOR J EMBEDMENT:SEE �— - — TABLE A,SHEET 1 2-1/11 2-1/16"" 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: I SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 16_E�\3-TRACK E SILL WOOD INSTALLATION Ew WOOD INSTALLA ME ION Fw M TRAL INSCK TALLATION EMBEDMENT:SEE TABLE A,SHEET 1 �� EMBEDMENT:SEE TABLE A,SHEET 1 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED TABLE A,SHEET 1 �I SEE ANCHOR as compl Ing with the Florida EDGE DISTANCE: y NOTE 4,SHEET 1 Building Code EDGE DISTANCE: O SEE TABLE A, Nl ro. 16-0629.06 2X WOOD � SEE TABLE A, 2X WOOD I SHEEP 1 TYP.,SEE ANCHOR nn SHEET 1 TYP.,SEE ANCHOR Expiration Date 0211712020 NOTE 3,SHEET 1 l NOTE 3,SHEET 1 2-1/16"' SMS ANCHOR TYP., By 2-1/16„ ••SL•L••AN�'H�•R jJOTE� Miami- a roduct Contra WOOD ANCHOR TYP., ( 2-1/16"' i &TABLEPA,Si i4 • • SEE ANCHOR NOTES WOOD ANCHOR TYP., I •• •: : a 0 * 0• 7"­MIN.OF 3 &TABLE A,SHEET I SEE ANCHOR NOTES •• 000 •• • • THREADS &TABLE A,SHEET 1 EXTERIOR BEYOND THE EXTERIOR O� METAL ,:,��� -1� •�`�-> EXTERIOR 1/4"MAX.SHIM 4� n • ••• •� • • SUBSTRATE v 1/4"MAX.SHIM —�� 0.4A: SA -•���s c ja 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB •• i• • i • i •4-TRACK::i JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION ••• • • Iw Mp'fAC INS*rALLATION R—dBy Dam: R.vbi—. R ReH'ant 1070TECNNOLOGYDRNE ANCHORAGE DETAILS K VENICg FL 34275 • .�,.. A;Z Day: Rev4lmc �4� SARIES:7 Z ALL 4.IGD,:LM IMPACT •`,.';' Draw.ey: y. m:pacneemde. Da ® s.m DaeaQno RO" A.LYIJIJMILLER,P`E. JR .L.: 14 CERT.OFAUIN.#29296 • 0 98D-770 i QTS �2 is 2�i PGTO130 B P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A,SHEET 1 + 2_1116"` PER TABLE 2.1!16"- PER TABLE 2-1116" ON MIN.ALLOWED. A,SHEET 1 A,S1 SHEET 1/4" •DIAGONAL O.C.IS EXTERIOR `r` I '_ _— _ i •- _ - - - SHIM OR 6"(JAMB)SEEILL) li EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. /ti MAX. a 10&11. SHEET 1 SHIM fir' SHIM PROPERLY SECURED 1 X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 E 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION 8c CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK 1YP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(114"MAX.) SHEET 1� SHEET 1� (114"MAX.) j (1/4"MAX.) 1 1 EXTERIOR I EXTERIOR _ .�, % EXTERIOR�� a CONCREIE 2-1/16"" 2-1/16"` a2-1/16"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Oc CONCRETEINSTALLATIONEc CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE - TABLE A,SHEET 1 ~.. •� EMQEDMENT:SEE TABLE A,SHEET 1 —~I EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED _ SEE TABLE A, SEE TABLE ASHEET 1 PRODUCT REVISED , EMBEDMENT:SEE CONC./CMU ANCHOR 1X WOOD BUCK TYP., as com plying with the Florida TABLE A,SHEET 1 I TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Building Code ' EDGE DISTANCE: NOTES&TABLE A, SHEET 1 NOA-No. 16-0629.06 PROPERLY SECURED SEE TABLE A, SHEET 1 2'1/16" 11 1X WOOD BUCK TYP., ��..� SHEET 1 Expiration Date 02/17/2020 2-1/16"` SEE ANCHOR NOTE 3, CONC./CMU ANCHOR By _ SHEET 1 •j�P.,SEE ANCHOR 2-1' 116^• ' PROPERLY SECURED .00 N4T�SI TiA�LE Miami-D� Product Control CONC./CMU ANCHOR112-1116-1 I 1 X WOOD BUCK TYP., TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, •• •• ••• �H�Ei1• • CONCRETE NOTES&TABLE A,1 CONCRETE••• •• •• ••• • OR CMU SHEET 1 SHEET CONCRETE OR CMU EXTERIOR 9' —PER TABLE EXTERIOR OR CMU EXTERIOR PER TABLE A,SHEET 1 r i NP I PER TABLE A,SHEET 1 151/4"MAX.SHIMI+ • ••• •:;4' • • r' ' A,SHEET 1 1/4"MAX.SHIM —�H—� • • • • •1f4"j,4.SHIO •F i E 2-TRACK FRAME JAMB 6a 3-TRACK FRAME JAMB • • • • •4-xRACISF%� ME JAMB Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION:** • • is J CON(IRETiE/CMU INSTALLATION Revad BY Dem. Revbb. omiG6'w,.. - �•' 816 t evader Dab: Revlsbn:: 1070 TECHNOLOGYORW ANCHORAGE DETAILS N.VENfCE,R.34275 *00• `S4&RIES 77Q•.4L(='M. •GD t LM IMPACT RevaO ByDem: RevR.,&­ 1 80.1600 � f�}•4 s.,:Jllrwa• • •s� sna.t• • • Rk ow,.*w Ro. '-'•r+"`:.,.:,: �Ai LYNPVMfLEER,.P:E. w„ Dem:10/iN14 cnedree D. CERT.OF AUTH.!129296 ••• :&D-7% ••IVT,$ •13:b PGT0130 B JRP.E.lk 58705 JR INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES EMBEDMENT: -- — -- &TABLE A,SHEET 1 1Ez6 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. 21 / TABLE A,SHEET 1 ALL APPROVED SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, �-F=,­F� TABLE A,SHEET 1 EMBEDMENT SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26SHEET 1 ADAPTER CONC./CMU AND P-HOOK EXTERIOR PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ( 2.693"MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) i E P HOOK FOR USE WITH FLAT SILL RISERS 4aP-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20,922 OR#24 Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMECONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NT:SEE NOTE 4,SHEET 1; TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 I ANCHOR TYP.,SEE MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP, (ALSO SEE TYP. ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET 9) SHEET1 2� SEE TABLE A, EDGE DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE PRODUCT REVISED 30 } 30 � as complying with the Florida Building Code P-HOOK SMS ANCHOR TYP., NOA-No. 16-0629.06 SEE ANCHOR NOTES EXTERIOR P-HOOK CONC./CMU EXTERIOR &TABLE A,SHEET 10ANCHOR TYP.,SEE ) I Expiration Date 02/17/2020 ALSO SEE TYP. ANCHOR NOTES&TABLE V ( 2.693"MIN. A,�i1EGfil • • • By 2663"MIN. Miami- a/ roduct Control ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSC=SEE TYP. ••• • • • • tDGE DISTANCE ILLUSTRATION,&HEET6t • • • • ••• • E P-HOOK FOR USE WITH BOX SILL RISERS 6E�,f-AOORtaR lJft W11'H BaXtd_*RISERS ; Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR r. '. (SEE TABLES 1A,2A&3A MOUNT (6EE= BLES 1 •2A• ZA •• FOR WATER RATINGS) ONLYfbR 1:ATQR F lTINIS)' • •• •L ;;7:17 000 0 RaM By: D0!0: R.Abne' 0­v' ' --� N j$,�� --•_ 'sr_ e 040: Rriabra.• 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS V '�`�- ..`�-•ry N.VENICE.FL 34275 • L S .. Revsd By: oe�: ReNshu: /s4I}a6aasoo SEZZIES:7Z1LLI�vI. 9GD—2-M IMPACT Damm Or. dm: e, 8 o4.: •• . i"r •• • 'A tYKN�I LLER,P.E. 1R 10110114 CERT.OF RUTH.629296 • • S6U-770• •S4 •^'2A • PGT0130 B P,E.IF 58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'Ac, WIDTH �LNTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90" APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DE PANEL HEIGHT AND WIDTH.SEE TYPE Q$, 'AS' TYPE SHEET 19&CORNER q' K ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION NOM MAX.UNIT I TAI DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX- HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. DLO PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. G] JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Gc',SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" 90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS -)0(/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Dw'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE SILICONE STRUCTURAL 1/4"NOM. FOAM �-3/i6"NOM. BY OTHERS POLYISOBUTYLEN— WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS #10 X 1-1/2" PH SMS � PH SMS —INT.GLASS INT.GLASS 124 KODISPACE 4SG TPS ,25 SUPER SPACER(DNXTTM PRODUCT REVISED ALUMINUM as complying with the Florida )REFORCEMENT POLYISO- DESICCANT FILL AREA Building Code NOA-No. 16-0629.06 BUTYL ENE PANEL CORNER FRAME CORNER 5/16"NOM SEAL a /-5116"NOM. Expiration Date 02/17/2020 BUTYL& SILICONE SEAL ROLL-FORMED By `--—� DETAIL DETAIL DESICCANT ••6T�INLC55 6TEEt Miami-0ad l r ductControl FOAM . • • . . • . EXT.GLASS Part# Description Material •EAT,�tss124 Kommeding 4SG TPS Spacer System125 Quanex Super Spacer nXT with Hot Melt ButylSee this Sheet for GLAjS, . INT.GLASS 126 Quanex Duraseal Spacer • • • • • • • • • Materials _ 127 Cardinal XL Edge Spacer _)DURASEAL®SPACER 'sT).X1.ED0a"'SPACERso REFERENCE TEST REPORTS:FTL-8717,8968&8970 e Y 000ft.dVyl Mi. rr`` JR o5ros2ote a JADDED SPACERS. 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS/EXAMPLE ELEVATION RwW fib' N.VENICF_FL 34275 • • • • • 000 • • r9,1�0-1� SERIES7ITJLUdL D- M IMPACT • • • • • • °i"*n /0n' A.LYNN MILLER,P.E. G.we By D"r • • •d• • B JR 10/l0/14 CERT OFAUTH.xzez9s a Sjj`>�T7� �v1"S a 1,5 a 22 PCiT0�.30 P.E.#58705 { CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; _Y_INSTALLATION DETAILS'Gw'8'Gc',SHEETS 12&13 ' HEADER DETAIL'A',SHEET 18; MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAATIO ,SHEET LLLLLL INSTALLATION DETAILS'Aw'&'Ac', WIDTH SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS 18;INSTALLATION DETAILS DETAILS'GW&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&113 SHEETS 12&13 TYP Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 ( / 90° / EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE FPANEL [NOM. ANEL PANEL PANEL INTERLOCK DETAIL R' L' D' A' TYPETYPE TYPE TYPE 'M',SHEET 19 MAX. ACS' 'QS K MAX. UNIT UNIT 90°OUTSIDE CORNER NOM. „ DETAIL'N1%SHEET 19& FPANEL / HEIGHT SILL DETAIL HEIGHT CORNER ANCHORAGE ' WIDTH TYP. PER 'D',SHEET % PANEL PER MAX. PER SEE TABLES 18; MAX. WIDTH TYP. SEE TABLES SHEET 11 DLO NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 Dw'& ILS EXTERIOR ONOM.PANEL ( SHEETS 13 X LX WIDTH TYP. X PER TABLES '-� 1-3 MAX.UNIT WIDTH -I MAX.UNIT WIDTH EE FRAME&PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE: 90' OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� �,l HEADER DETAIL "� JG AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; �' 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13 �� — MAX.UNIT WIDTH — — MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED I M. 'F' IF 'P' as complying with the Florida 'R' L' M' 'F Building Code MAX. NOA-No. 16-0629.06 MAX.UNIT NOM. w'o I NOM, UNIT HEIGHT PANEL i a j iLGF: PANEL HEIGHT Expiration Date 02/17/2020 PER WIDTH TYP. 'w ! WIDTH TYP. PER By , PER x I PER TABLES Miami-Da o duct Control TABLES MAX. SEE 0 •SE&• •1-3 DLO NOTE 2, TABLES 1-3 2 OTE;2 • T. CES 1-3 1-3HEIGHT SHEET 15 y i S16O X X X X X O EXAMPLE: OXXXp SILL DETAIL'E',SHEET 18; • • EXAMPLE XMO• ; SILL DETAIL'F',SHEET 18; f� 3-TRACK, RIGHT POCKET INSTALLATION DETAILS •• i4 4`TaAGIC, E;YT'AgS): INSTALLATION DETAILS / 'Ew'&'Ec',SHEETS 12&13 ••• • ••• • Fw'&'Fc',SHEETS 12&13 j b Revea By 1070 TECHNOLOGYDRlVEEXAMPLE ELEVATIONS Rema By.' aero: Riw1Y1s: -N.W. .VENICE,FL 34275 t- y-, Re ea8r: N-: ReWknY (941)-4a0•+s0o ;SE !E 770• LUM. SGD-LMIMPACT weavW • • sqp: sne+rA.LYNN MILLER,P.E. 13—BrDb' u,». CERT.OFAUTH.929298 ••• • • • •S v7 • TS 16 a 22 PGTO130 B P.E.#58705 JR 110110114 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK EXT CORNER STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX D 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 135 RECEIVER 35 RECEIVER TYPES 90 RECEIVER OUT IN W(HANDLE WI HANDLE W(HANDLE W/HANDLE W(HANDLE W/HANDLE W/HANDLE W/HANDLE #118 #11,8 #31 #31 #61 SINGLE i INTERLOCK � /% F PP K i //� / TR TQ TC TA ! TV TVI/ OUT �- / MOCWR C //� \^//�/ �11//� C//�{ C C�/�11� INTERLOCK j= B E P A % / i rgpx pur PC I V V VC ' v V SA � / V V V Y Y IN / S S / //� i FD FC FV FW FIXED �' RR R / / (sax OUT) (BOX�NJ STILE / / / LOCKSTILE D A/I /" / J J W/HANDL[ '`p'-' ��/� � (sarau0 ls�wJ / j / w Box OUT �/ LR % j % / PANEL NOTES: } W/HANDLE (BOXOUT) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL ^' j/ / SIZES&DESIGN PRESSURE. W Box IN % l Y i/J LEFT 41NTERIOR RIGHT 2,PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE reoxwl / PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS STILE EXTERIOR STILE AND ARE NOT AVAILABLE. U) Boxx OUT ASTRACAL // T V 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES MOXOUT) (Bpxaur) (#61),CORNER RECEIVER(#118)AND EITHER PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER LLASTRAGAL IN �" T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. I,j,) Box w � ASTRAGALS. J / IROX 1N) (B 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER �/ i (#61)AND CORNER ADDON(#31). - 90 LOCKSTILE RT CI / �1 r 232" -1 WI HANDLE#120 1. i LU EXT CORNER ��,�,,iJ, QT QS j/ SILL RISERS OPTIONS _. 11� .232" z 90 LOCKSTILE j- �� .232" I EXTERIOR Q WI HANDLE#119 t; �~— EXTERIOR .232" .062" EXT CORNER ,?\�/ C �� EXT�pR I EXTERIOR .062" 4.055" 90 RECEIVER CT CV � / a .062" 3,305" W/HANDLE #118 LL!VC i j 2.555" Li 90 RECEIVE #61 [� AT AS DF / 1.567" 90 RECEIVER � /" ���7 � _ .062" -� � ��i � �—� �- W/HANDLE 7#1 j PRODUCT REVISED is as complying with the Florida EXT CORNER /% i% 18 SILL-RI5ER,FLAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT Building Code C MEDIUM,3-1/4" HIGH,4" NOA�Io. 16-0629.06 90 RECEIVER. CF FLUSH 1-1/2" LOW,2-1/2" EXT CORNER #31- / �j 750,#61 '750" Expiration Date 02/17/2020 135 RECEIVER VT VV VF 750" I EXTERIOR By j --. W(HANDLE 461 •• 000 • • 0 • 6YOTERIOR .082" Miami-Dads roduct Control #31 / EXTERIOR • WT`RIQR INT CORNER ' e T WS WF j/ /�—►1 906" • • • •_• : 062' 4.055" 35 RECEIVER VIY/ fI fir'' I •• •0 �•--'0 :"2" •• 3.305" W/HANDLE #611062"• 1.567. • • .Sy" � JL V I��lV7_ 19' SILL RISER,BOXY •Z� SILL ERt x NLL RISER,BOX SILL RISER,BOX FLUSH,1-1/2" •• LOW.2.1/z• i • •C-3 •M• I 25 UM 3 1/4" HIGH,4" Q�1 • •• • •i • • NOT VAVI�FORWATER NFILTRATIONfdE-61ST•A•NCE REQUIREMENTS,SEE SHEETS 6-8 ' Read fir. De - 1070 TECHNOLOGY DRIVE PANEL TYPES R..d By D.I R.vw—: • • _ ' N.l/ENICF_FL 36275 T.900 • • Rived By: 0.1., RaNefonc: SERIF$7711 ALUM. SGD-LM IMPACT ' (941}480.1600 s...,: • • �: &_7 - A.LYNN MILLER,P.E. aewn ey Dam: Dneam e. oae: • • "•• •SGV • :NTS 17 w 22 PGTO 130 B P.E.#58705 JR 10/10/14 CERT.OFAUTH.829296 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR 61 105 los FULL LENGTH 14 is 8 toii10 17 14 OF JAMB 5 G3 60 OR 61 16 5 60 OR 61 _ E Gt so OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 105 6"LONG WJ RETAINER#106 OPERABLE s2 PANEL CLIP LOCK o jp 113 MIDSPAN (SHOWN WITH PANEL FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR} EXTERIOR 103 113 75 8127-112 103 FOR FIXED 5 so OR st S� PANEL CLIP 103 EXTERIOR 15 5 14 u� E 112 16 17 123 FULL LENGTH G2 40 G4 fi0 OR 61 EXTERIOR #10 X 3/4" OF JAMB 2-TRACK JAMB 2-TRACK JAMB 1 yEX1 ERIOR vl EXTERIOR EXTERIOR 10, SMS,x 3 __� CLIP#80 OR#105 51 52 W/SCREEN V 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH __ W(SHOWN WITH e(SHOWN WITH e(SHOWN WITH (SHOWN WITH MID PAN 60 I FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) 60 OR 61 THE EXTERIOR) es THE EXTERIOR) THE INTERIOR) \D EXTERIOR EXTERIOR 2 112 3 4 45 55 113 5 113 5 69 52 1 69 EXTERIOR 69 EXTERIOR EXTERIOR 53 a � SHOWN WITHE 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT OPT.SCREEN aFRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER TRACK TABLES 1-3 PRODUCT REVISED as complying with the Florida 53 69 69 771 69 Building Code EXTERIOR EXTERIOR - —HOA-No. 16-0629.06 52 51 72 OR 73 72 OR 73 72 OR 73 Expiration Date 02/17/2020 11 �" 46 1 113 11 1 9 • ••e 11 • • 10 By ' Miami-0a�roduct Control 48 47 0 8 • • • EXTERIOR 112 5 113 •• •• • 1 • • • • a 5 .. ... 5 3 TRACK 4-TRACK 2-TRACK WJSCREEN 6 �F E SILL FRAME SILL E FRAME SILL • • •• ••• ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES •• :•• • i • i•i • •• i i `�1 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. ••• • ••• • _ _ Revad SX Dam: ReWknr. q1°� - .,, . 1070 TECHNOLOGY DRIVE VERTICAL SECTION DETAILS Recap Rl' 00, FL Wbre: • • • • - N VENICE;FL 31275 Te..,.a�, R�NW 1�,y,�16� 5e So1[IE$77Qt*ALUM. SGD-LM IMPACT • b.' SMst �reeM1'p No. Rev D,e.+ney: aem: Ceearepe. Dere: ••• p,.• • • A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUTH.#29296 TS 18 ° 22 PGT0130 B P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 7 28 28 30 11 113 27 63 27 6-1 103 26 62 111 63 60 OR 61 60 OR 61 60 OR 61 65 - - 29 14 �T : 29 120 5 65 65 VEXTERIOIR EXTERIOR 15 EXTERIOR 111 62 �EXTERIOR 111 62 INTERIOR EXTERIORR_ KP-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS �j INTERIOR V j �T.OR INT.MOUNT) e EXT.MOUNT ONLY 90° LOCK PART 60 OR 61 LOCK PART LOCK PART 75&107-110 75&107-110 t5 8 107-110 61 5 INTERLOCK M 14 60 61 81113 1137630 XTERIOR �L,EXTERIOR�/ 113 103 119 ,DEXTERIOR 7 67 68 90'INSIDE CORN WITHDARD ASTRAGAL STANDARD STILES67 6E�\HEAVY-DUTY#60 L2 WITH EAVY-DUTY STILES#61 N1 2 TRACK SHOWNGAL#68 6E`t,90'OUTSIDE N2 2-TRACK S OWNER "ITEM#61SH (HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75&107-110 4 INTERIOR 5 4 INTERIOR 135° 6 PRODUCT REVISED as complying with the Florida Building Code _ NOA-No. 16.0629.06 Expiration Date 02)17/2020 11 7 By C 14 �6 • r62 Mlami roduct Control• • • t�3 • • �- 61 • •• ri 1 .pXi�RIOR • • 32 11 5 •• ••• •• • • • •• ,P•i,l LOCK PART 31 103 61 �EXTERIOR 7 �135°INSIDE CORNER 75&107-110 �/ 14 - - 02 2-r94CK SUQVN • • • 135°OUTSIDE CORNER • • • • • • • • • of 2-TRACK SHOWN- 1070 HOWN • • • • • • • • • • F, �� Ra Baa,_ 1070TECHNocoorDRIVE HORIZONTAL SECTION DETAILS, CORNERS Al VENICE FL 34275 • • ima••• • • ' Raved*? (941)-Q104600 ;.*SEX.JE1 77014LUM. SGD—LM IMPACT • • • •rw.a�yu • • snaee o.w,d^'" A.LYNN IL PE. °'� B JROY' m10/14c"""d CERT.ofaura.#2s29s P. O6 • t^ 1 Item Dwg.# PGT# Description I�60 GT PGT PGT# Description NOTES: Dwg.# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 1 17326 677326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3 TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121 &122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 W248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/JAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER USE OF#12 OR#13 REQUIRES M 7 17304 617304 2-TRACK SILL 67 17329 61 4 7329 ASTRAGAL MIN.#10 SMS MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 2,4"'MAAX.X.O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 411350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X374"HIGH FN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 15 17302617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEM NI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10-32 X 1"FL.SS SCREW W/TYPE"F"TIP 17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 79 17357 617357 1"IG BEAD 19 17319 6tT319 SILL RISER-BOX FLUSH,1-712" 80 17359 617359 7116"BEAD!FIXED PANEL CLP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD 21 17318 61731B SILL RISER-BOX LOW,2-1/2" 82 1224 BTP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1 1745 LOWE NC,1/2'X 116"SGL SIDE ADH.TAPE,POLYETH. 23 77354 617354 SILL RISER-BOX MEDIUM,3-1/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 '-6-i_7323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71696 DUST PLUG 26 17333 617333 POCKET PHOOK 103 1 6186 18180X 1"KEEPER 27 1 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FDED PANEL CLIP-6"LONG - 29 17335 617335 P-HOOK COVER 106 17352 617352 FD(ED PANEL RETAINER-9/16" 30 17348 6T7346 POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 17378 617378 135 CORNER 108 1740 71740 IHANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 617376 135 FNED MOUNT 709 1731 78162SN 1HANDLE KI -RECESSED INTERIOR WITH THUMB TURN REMS 40-53 ARE SCREEN PARTS: 110 i 1732 76178 IHANDLE KIT-RECESSED EXTERIOR PULL 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710)C34PPSDAX#10 X314"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP;.270 X.170-FUN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X-230"FNSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 14,7' PRODUCT REVISED 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT 910 X i" as complying with the Florida 45 4317 612256 SCREEN TOP RAIL 116 720X1X #14-20 X 1"S.S. Building Code 46 4318 612257 SCREEN BOTTOM RAIL 117 720XI12X #14-20 X 1-112"S S NOA-No. 16-0629.06 47 068 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER Expiration Date 02/17/2020 48 668 7SRAX STANDARD ROLLER-ST STL. 119 17337 617337 90 DEGREE OUTS DE CORNER AS TRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117 Vf� � E R INSIDE CORNER ASTRAGAL By Miami- a roduct Control 50 17349 617349 OMD SCREEN ASTRAGAL ADAPTER 123 17352 61P352 FIAED VANELQETWN R, !B'• 51 1692 61692 SCREEN SPLINE-.165" • •• • • • • ••• • 52 1694 61694 SCREEN SPLINE-.150" ••• ••i •• ••• ••• 53 0181OC20 SCREEN CLOTH 541725 1/2"X4"X 1/16"SET.BLOCK;NEOPRENE 85+1-5 55 172n" i"X4"X1/16'SET.BLOCK,NEOPRENE 85+/-5 • ••• 666 • • • ' • •• • • • • • • • o 1070T CHNOLOGYDRPIs PARTS LIST �"' w N.VENICE-FL 34275 •• • • • �:••• • • - .. „a.,By: �, (arr)4salsoo .. SERIE$77r?ALUM. SGD-LM IMPACT • • • • s•w: eiseG u>.kvxa a.r. A.LYNN MILLER,P.E. °•"nBj °iS' °hi w De°° CERT07 AUTH.#29296 •:• •®•• •5k77':• r1TS 20 a 22 PGTO130 B P.E4 58705 JR 10110114 wr f 5.069" - i 8.562" � �. --•-I 0.080" 1.36" 1.36" I 1.872" 'r - t 1.211" 1.505" 1 0.081" 1.019" -1 0.062" 0.081" 102-TRACK HEAD 10 4-TRACK SILL 0.081" SCREE (6063-T6 AL) (6063-T6 AL) 4o S-TI LF 6.198" (6063-T6 AL) 6.198" 6.52 5.069" 0. 0.080" 1.045" 1.211 -� 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL (6063-T6 AL) (6063-T6 AL) 4 2-TRACK JAMB 45 SCREEN TOP RAIL HI (6063-T6 AL) (6063-T6 AL) 2-TRACK 7.105" � 6.2 21 RACK JAMB W/ 0.080° (6063-T6 AL) -{ 1.36" LL] 0.875" 1.211" I t 4rw-r-TAL 1 1.36" 1 1.993" 0.081" O 0 8 1" -�3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.062" (6063-T6 AL) (6063-T6 AL) 0. SCREEN as BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" - 4.49" 0.080" I 1.211" 1.505" 7.105" 9.141" 0.081" q�4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) as PRODUCT ylg with REVISED Building Code NOA-No. 16-0629.06 0.060" Expiration Date 02/17/2020 0.062" By 0.760" m ---- •• ••• • • • • • •• Miai- ade duct Control 0.532" • • • • • • • 1.260" • •• • • • • • y 0.060 • • • • ••• • L " -� 1.516" 1 �D • • • . • • • • •• ••• •• • • • •• OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN END ADD-ON 16 3-TRACK JAMB ADD-ON SADD-ON a , (6063-T6 AL) (6063-T6 AL) (6063-T6 4,L)... 009 • (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRESEAIN410 SMS•• : • OR 3116"MASONRY OR 3/4(r MASprIRT • • •• - 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24"MAX,O.C. ANCHORSQ 24"#AAX.O.% • ••• •0 (6063-T6 AL) Rend By. Osre: R."k- RenfR1 b: RMebna: 1070 TECHNOLOGYORIVE e • EXTRUSIONS.SIONS - N VENICE,FL 34275 : R.N.b- (941}460-1600 ...SEMES 770•• LUM. SGD-LM IMPACT " _ • �^+ A.LYNN MILLER,P.E. j : Chkde. D.m: •.. • a 77fj* SITS21 &22 PGT0130 B P.E.#58705 J0/10/14 CERT.OFAOTH.929296 a* 0.718" 0.83" 1 2.304" 3.802" �1 3.802" j 0.752" T T- 14, - 0.752" L� � � � 1 I � 0.885" 1 0.574" 0.796" 1.163" 0.062" 0.080" 0.062" - 0.062" 0AME 0 075" ���111 0.233' � 3o P-HOOK FOR BOX RISER OO SCREW COVER 11 SILL 2s P-HOOK 2a P-HOOKMOUNTiNG 29 P-HOOK SCREW O TRACK ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4' .155" 4" 2.30" 1.488" 1.739" -►� 0.080" 0.830" 0.062" 1.600 0.133" 1.600 0.062" � 1.303" .080" 1.870" 1.888" 016" r 1.974" h-- 3.125" 0.325" 2.44" 3.125" � 0.062" TERLOCK INTERLOCK 3t 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE s2IN65 ADAPTER SCREW COVER (6063-T6 AL) (606316 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 1 1.050" 1.050" CO*075" -J0.075" 1.645"1.645" 0.062" 1.304" 289 611" 485" S� f .045" I-- 3.25 - 0.125"" 0.281" _ sO7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 7s B AE DI(I G.) so BEADGLA ENG 81 BEAD ZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" 5.62.1" PRODUCT REVISED as complying with the Florida 0.757" Building Code 0.0801 NOA-No. 16-0629.06 0.050" t05 FIXED9" � Expiration Date 02/17/2020 0.7D - PANEL CLIP 2.893" 0.133"0.133" 1.498" By (6063-T6 AL) 1.498" • 00: • • • • • •• Miami-0a roduct Cont of 0.080" • • • • • • • .550" 0.863 • • •• • • • 02 • • • . i i i •• 4" 0.709" 123 FIXED PANEL 06.fi21••• "+ • • • •• ORETAINER,7/8" 2 826" 120 90'INSIDE CORNER ASTRAGAL 0.080" -^-(1� (6063-T6 AL) tt9 90'OUTSIDE CORNER ASTRAGAL (6063-T6 AL) tts 90'CORNER RECEIVER (6063-UAB ••• •••• • • • FIXED PANEL • • • • • • • • 8 • • • • • tos RETAINER,9/16" (6063-T6 AL) • • • •• • • • •• • • / (6063-T6 AL) :0, • • • :00 •• • R..d By: Dim: R.W brtt' auve6'arc .. Ra y Dam: ReiMat -- ------' 1070TF_CHNOLOOYDRIVEIWO.O .. EXTRUSIONS N.VENICE,FL 34275 •re:••• • • R.Kdsy D.W. R,.sb: /941}460-1600 $E131E 770 LUM. SGD-LMIMPACT V.*. .dk • Std.' 9mtbr.'ry N", Rer. A.LYNN MILLER,P.E. tt0•• • TS 22 w 22 PGT0130 B P.E.#58705 �"n� Dam: cNadsy. 0.m' CERT OFAUTH.#29296 S�• JR 10/10/14 i MIAMI-DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke ON Meptance, if it is determined by Miami-Dade County Product Control Section that this product of matevial fails•to meet the requirements of the applicable building code. • This product is approved as described herein,and has been designed to comply with the Fl•r• •• ildin C de :0000: P PP � P y 4 fid$�� g 4 including the High Velocity Hurricane Zone. 0 0*0 *0*0 :9666: DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. ••••0 6406 •9:606 APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum. French Door 00 lel; es, l4pac�:,-sheets*1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Indgtlie„s.�signed an� sealed �y •• Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision st'dn4) witll the�lotice its..;. Acceptance number and Expiration date by the Miami—Dade County Product Control Section. :600 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• ••• • Limitations: 1. Use of Table 1,require full length reinforcements(item 922)for OX,XO,XXO,OXX, OXO and OXXO. The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. '/s"Elco Ultracon(former Tapcon)to be 4"OC into Conc. and 6"into CMU(jambs). 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. NOA No. 16-0629.17 MIAMFDADE COUNTY Expiration Date: October 18,2017 Approval Date: July 21,2016 tib `,�; Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN1 1ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door& Sidelites,Impact", sheets 1 through 10 Of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries, signed and sealed by Anthony Lyme Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0009 Along with marked-up drawings and installation diagram of Aluminum S1i jing.6 ass Dovrs•�w/ •••••• TPS, Super, Cardinal&Duraseal Spacers), prepared by Fenestration Testing'Labbratory'Ipc; • Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, M741/16 andV6/T0/16, 0000.. all signed& sealed by Idalmis Ortega P.E. •••••• 0000 0000 2. Test reports on: 1) Uniforni Static Air Pressure Test, Loading per FAGMS 202-".' 0000. 2)Large Missile Impact Test per FBC, TAS 201-94••;••; ;• • •• ••• 3) Cyclic Wind Pressure Loading per FBC, TAS 205t94 •"';• Along with marked—up drawings and installation diagram of fixed sidelite (Ww/:nsulated0 0 laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports.No(s) F>E•• 0 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (SubAtte8 under_firs#12- 0516.02/#,11-101.3.22) • 3. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file 915-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ASTME-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). tSta e-g 1 - LSA EA Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours& Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5`'edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E. .... 2. Lab compliance as part of the above referenced test report. •••• •••••• ...... .. .. ...... G. OTHER ""'• • 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. •••••. ." ' 2. Test proposal# 16-0152 dated 03/09/16 approved by RER Goo*••0 ••• •• ••• ...... .. . ..... 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. (sas%W, P.E.; •..' .•••.• . . . . ...... shaq 1.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOORASTM S)AND SIDE LITECS) • ORIDA BUILDING CODE(FBC),5TH EDITION •ASTM E1300-09 -- ---— - — -- •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCf AEV6E0 1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 i=mpbin hi d•FW�W A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-5100-07/S2-2010 N,i�ac Z9•/� SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. vvbmw 7I --7 B.3/8"LAMI NOM.1.4027)CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. e fndW�ncow" C.7/16"LAMI NOML465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DU PONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM. .465" CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ N LL MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Y E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP o U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET O 4 Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. (n O D- A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 m O $ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 i — c p GLAZING DETAILS........... 1 2 E ui =o 3.CONFIGURATIONS:X_,O,XX,XO,OX,XXO,OXX,OXO,AND OXX_O. a o LLJ .- 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 c SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 wJ o REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 4 = J w 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 0 — p 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 W EXTRUSIONS................... 6,7 e O 7.REFERENCES: w p v TEST REPORTS FTL 4964,5212&6864;ELCO ULTRACON NOA'S:;ANSIlAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE...................8-10 a 0 O DESIGN MANUAL. _ 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ° N O HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS s °o Q p o Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED 0 z ^ A.THE LOWER DESIGN PRESSURE FROM TABLE 1,OR 2.PREVAILS. HS.=HEAT-STRENGTHENED B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED W TABLE 1.,SHT 2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. o Q LL p cos— -i 931 0931 ;91 I 8 0 8 a W ? o 30? - 90 (30 (3_" _ (80-833 73� 1/2"GLASS BITE 73� 1/2"GLASS BITE ' 1/2"GLASS BITE a�x F - i (741 - S i2UmVl EXTERIOR ----� EXTERIOR ,^� EXTERIOR w w cjO O (941 I i94 94) al - _ v of z 1/8"AN,OR I 3/16"AN.OR 114"AIRSPACE 3/16"HS. HS.GLASS _ 3/16"HS. HS.GLASS 3116"HS. •• 000 • • R • GLASS .090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS • • • 1/8" (DUPONT BUTACITE OR (DUPONT BUTACITE OR • •• • • • • ••• • HS.GLASS SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE ••• ••0 t0 (?PVB 111TERLAWER r MAXIMUM) MAXIMUM) ( UPOrTT BU'rAL•ITE� 3/8"NOM. _7/16"NOM. 13/16"NOM. - GLASS STACK GLASS STACK GLASS . STACK I� • ••• ••• • 3/8"LAMI NOM. 7/16" LAMI NOM. •• X1 /16" LAM! IG NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D;NpT�'I '•' g�AZNy OPTION E, NOTE 1 - - -- A.'LYN17 MILLER,P.E. RE#58705 ••• • • • • 6:9•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,)0(,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: ►Nouucrrev�seo FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES. �f°"�"v N"U,64'I q.i ( ` �'eplsxe N" IL-662q.i-7 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"LAMI(1/8"A,.090 PVB.3116"HS) e�rdney..��;��oTiu 11I B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS) DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16"LAMI(3/16"A,.090 PVB,3/16"HS) HEIGHT D.7116"LAMI(3/16"HS, 090 PVB,3/16"HS) X_WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 1 87 3/4" 913/4" 1 80-95 3/4" E.13116"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS) LL 0 0 Y 3 371!2' g 71 3/4" +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX.OX/XO WIDTH = 73 1/2" F__ � O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=109 1/2" O U 273/4" MAX.XXO/OXX WIDTH=107 3/4" O p a +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 �U) MAX.OXXO WIDTH=143 3/4" 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.41+67.61 -67.6 +64.2 -64.2 3 - o 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" � __3 W z°O 36 3{4" +75.0 -75.01+74.9 -74.91+70.4]-70+41+66.61 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE F_ O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 363/4" +75.01 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.01+75.0 75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. w O U) LL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES- TABLE .0 APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. Q y N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES _ u Z GLASS TYPES A,B,C,D ORE DESIGN PRESSURE_+67.6/X7.6 PSF W U % HEIGHT EX,B FROM TABLE 1. of w OXXO WITH GLASS TYPE A d W X WIDTH XX WIDTH 68_79 3/4" 70-83 3/4" 87 3/4" 91 3/4" 1 80-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z UL DESIGN PRESSURE=+70.4/-70.4 PSF o 0 20 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 8 g F :D ILL 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 46.5 +44.3 -44.3 EX.C FROM TABLE 2. X W a J OXO WITH GLASS TYPE C $ ~ 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE=+43.6/-43.6 PSF ?v rn 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 43.6 +41.4 41.4 +39.3 -39.3 ® o N 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. n OXXO WITH GLASS TYPE C a�' WE 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES =�m'N DESIGN PRESSURE=+43.1/-43.1 PSF wd0 0 30 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 0>a xo F O WIDTH GLASS TYPES A B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 103/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1+75.0 -75.0 CONNECTIQI!SEL-_-MTIONE-%S HEEW 5-FOR PtWNFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. •• •: ••i i •i •• SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.01 -65.0 +61.9 -61.9 +59.0 -59.0 •• ••. •• • • • •• SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.81 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 • ••• ••• • . • ( � (d 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 • • • • • • • • • • • • • • • • • • 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 1+34.0 -34.0 1+34.0 -34.0 i•• i ••• ••• i•• ••• A.LYNNMILLER,P.E. P.E.tt 58705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4) (49) MAX.'XX'WIDTH A...pj-,N,,-1L Zq 7 LL Lo DL 0 0 a 10" 0 MAX MAX. w DLODLO ui XX'SECT. C-C LLI (35)(36)(34}' (44) HORIZ. (46)(45) 5) 2 LU —MAX.*X'WIDTH— 9 (n LL U) 06 'o Z O C) U F- 0 co LIJ z • INTERIOR < Z LLI 0 LL OZ Q� g MAX. 12 .2 m U- DLO 'X' SECT. D-D < �..46, 5 HORIZ. EXTERIOR 67)SPACING,SAME AS JAMB ANCHOR SPACING MAX.SL WIDTH MAX.SL WIDTH (SEE SHEETS 7,8 AND 9) a:YO 0 2) o00 I 66)F.-Is 0 so 0: 0. DLOt7\ SEE TABLES 1I AND 2 AND DLO `{zf�to�t -i'221'NOTES ON SHEETS 1&2 0 000 00 62) SL SECT. E-E ('62) '--' FOR APPLICABILITY 0 0 : : SL S� P. RF0 HORIZ. (DOOR W/SIDE LITE) -T-IORti (tIMIGLE:S:Dt UTE): *00 41-- 0 0 A.LYNN MILLER.P.E. p'.'58705 0:0 0:10 • : • . 0 • 0 0:• 00 •% V • F ITEMDWGN PGT# DESCRIPTION _ 1 19143B 18D411 FRAME HEAD 2 11010 _60300 WSTP.,O-LON.790 X_375 HIGH 1'mmuc IEtEI/rSEO 3 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH ATOP •#M'I1►141 Fin.-id, 4 955 7955X FLUSHBOLT STRIKEPLATE ��' 5 938 7938X 2 PT.LOCK STRIKEPLATE NO- -Q��-� 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE - SILICONE HOT-MELT BUTYL E>< rM�(btc. 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH \ - STRUCTURAL 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) SILICONE 9 996 70996 GASKET(BETWEEN HEAD 8 FRAME JAMB) STRUCTURAL FOAM —3I1 6"NOM. tnd POLYISOBUTYLEN —1/4"NOM. 10 952A 6533016 FILLER HEAD ADAPTER � WITH 71 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT L 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT GLASS Y N LL 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) / 1 1 / O 15 11002A 1411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) i ! y/ / O d. Q 20 975D 80380 FRAME JAMB(OUTSWING) /// i/; O d. 21 1010 60300 WSTP.,Q-LON.190 X.375 HIGH .J1/ INT.GLASS �! INT.GLASS 0 8 22 6608 66BOBM REINFORCEMENT,1.000 X2.750 X0.850,6061-T5 — 23 1140 76X112PSAT5 48 X 1.500 PH SQ A TISO 24 1048 71048 JAMB SCREW COVER CAP KODISPACE SUPER g g o 25 930 41721N STRIKE PLATE INSERT Irl 4SG TPS s,)SPACERIR NXTTM �_ 26 1118 710X34PFA #10 X.750 PH.FL,SMS TPS -- 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH J 30 ISIOD 16910 DOOR PANEL,TOP&BOTTOM RAIL Lu 31 911E 6911 DOOR PANEL,SIDE RAIL O 32 917 7FRMO HINGE EXTRUSION rn LL 33 1178 71058FP W,B #10 X.625 PH.FL.SMS tY C-6 Q 34 913A 60378M TRUSS CLAMP _ALUMINUM 35 1130 6TRODA 5/16.18 THREADED ROD n REINFORCEMENT POLYISO- DESICCANT FILL AREA ¢ O O 36 990 7990NUTA 5/16-18 FLANGED HEX NUT BUTYLENE `� 5/16"NOM. N (n 37 914A 60379M WEATHERSTRIP CHANNEL �- 5116"NOM. SEAL %� o 38 7834FPT #8X.75 PH.FL.TEK BUTYL& SILICONE SEAL o 0 J?Z 39 997 70997 GASKET(BETWEEN PANEL HEAD)SILL&PANEL STILES) DESICCANT \ ROLL-FORMED 40 11023 67924G WSTP...187 X.250 HIGH,FINSEAL FOAM \ / STAINLESS STEEL U 41 1928 141720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) EXT.GLASS— / (0 W e- 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG(NACTME PNL) / EXT.GLASS 44 LL 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) J b O 45 SUB 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) LO - tyyg Q 46 1213 60200K WSTP..Q10N.190 X.200 HIGH / / / 8 O w Z) \IL 47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) —INT.GLASS \ INT.GLASS J 40 1139 7634F 06 X.750 PH.FL.SMS a LL F Q rR 49 982 F02PTAY 2 PT.LOOK ASSY. DURASEAL-E) XL EDGE'"' 50 6R180FS RUBBER SLEEVE X82)— 83 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) `-- SPACER _SPACER N a 52931 7FRSPX DEADSOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL.SMS > a 54 957 170957X HANDLE STRIKE PLATE 187 55 1116 710X34PFA 010 X.750 PH FL.SMS p x 60 92nD 6920D SIDEUTE HEADER Part# Description Material =r,0. 61 921D 6921 SIDELITE SILL Q—O0 LLo 62 9168 60381 SIDEUTE JAMB 80 Kommeding 4SG TPS Spacer System o.x 63 1155 781PQA #8 X 1.000 QUAD PN.SMS See this = i 61 998 7998 HEAD GASKETS(STOCKING#70998) 81 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for 65 999 7999 SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer o Materials 66 934A 61641M SIDELITE JAMB ADAPTER • • •• 87 #12X1.000 SHEET METAL SCREW 83 Cardinal dge pac r • • 70 1 1712653K SETTING BLOCK,3132"X 114"X 1"WIPSA REFERENCE TEST F+PORTS: L$7 ,4996:&81070• • • 71 71267K SETTING BLOCK,106'X 1/2"X 1"WIPSA •• • • • • ••• • 72 4222A 64222 BEAD,7/18' ••• ••• ••• ••• • • ••• 73 988 16988 IBEAD,3/8- -92—988 164986 BEAD,INTERIOR 93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD) 94 GLAZING SILICONE,DOW 899,903 OR EQUIVALENT 95 GLASS,3/8"LAMI-1/8'A­90 PVB,3118"HS • ••• ••• • • • 96 GLASS,318"LAMI-1/8'HS,.90 PVB,3116'HIS • • • • • • • • • 97 GLOSS,7116"UMI-3/16"A..90 PVB,3116'HS • • • • • • • • 98 GLASS,7116-LAMI-3116"HS,.90 PVB,3/76'HS • • • • • • • • • • 102 17006A 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) • •• • • • • • f 103 OFF-TIE SHELF DEAD BOLT LOCK ITEMS H 17-19,28,29,56-59,68,69,74-79.&4-91&99-10P JRr�NO-RUSED ANDARE N04PART OF•TWI6 APPA&AL. A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - -f MIODUC r REVIseo -1.750 - 1.750 ►; --1.750-- "C o.pyrr was tac Fk na. -1.750-- 050 _ 1.620 w .e6.oe _ - -- 1.480 �{ :ccemnnn_!L-n/-e 17 T ' .250 ^i Imo- a4 se'[M► "'4�...t C+�a. 4.726 %37 WEATHER 4.626 4.726 4.726 062 - -.050 1 ) STRIP CHANNEL N 'LL 3.000 6063-T5 Y u- 062-- 4.100 4.100 .062- - 4.675 (n 4 F- 4.000 .062- - 4.675 1-0.375 3: Q U 4.100 � O CL G O 8 �_ 7 ui 0 DOORFRAME, 2.125 _ __125 S W a� ► I (20i JAMB 6063-T6 J o DOOR PANEL DOOR PANEL DOOR PANEL DOOR PANEL 0 � 30) TOP&BOTTOM RAIL (31 j SIDE RAIL INTERIOR ASTRAGAL 45) EXTERIOR ASTRAGAL HINGE � LL 6063-T5 (44) _ 6063-T5 6063-T5 ' 6063-T5 32! 6063-T5 aLf m O 1 500 .1.578- - � ,� r-- 3 ` +-3.655_3.111 1 1- .558 + +++F---.525 �{ .890�� O rn -{- A 750 61 050 .683.050 ° D 1 _ 3 � = NZ 1.400 T .050 .172 rn Z Z .050-1-4- _ 050 W ► TRUSS CLAMP (73 3/8"GLAZING BEAD 72 7/16"GLAZING BEAD 3.000 .683 cn FILLER HEAD ADAPTER (34) 6063-T5 / 6063-T5 6063-T5 --L+ (10) 6063-T6 1.092 $ o° w LL -3.100 �X eJ s 3.000-----� 8 W Q � (74� IG GLAZING BEAD � � SL JAMB 6063-T5 -f 1.479 621 6063-T6 � e ® �arnN N 1.2172 1.479 o n 1- 504 a x 830 360 wZ4 0 050 5.459 .075 5.212 055-�^, " a z 14i z `1 1 FRAME HEAD 6.085 I _\ OUTSWING THRESHOLD 6063-T6 .075 �13 CHANNEL COVER 4!986• • • • • • • •• 6063-T6 1- •• • ••• • • • •2.98P +--2.750 .050 j iii • • • • • • • II • 079 1.489 .750 ••I • • •• • • • M• -- �- 050 1.000 y-�-.- 469 - 3.000- -1 3.100 • 000 • • • • ••• 000.650 125 OUTSWING THRESHOLD •• • •• - • 6L JAMB • • (11 6063-T6 (60') SL HEADER DAPI R * * (22.I TUBE MULL � SL SILL • •• • X66) 6063-T6 l 61! 6063-T6 ••• • • • 6063-T6•• • 6063-T5 - � -- A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . ~ ^ HEAD HEAD HEAD HEAD HEAD HEAD ZONE"C', ZONE"D.. ZONE"D- ZONE"E" ZONE"D" ZONE"E' fT00UCfRFVI5FD Gk Ampt-"No MINIMUM JAMB ANCHOR 5n ca ca co fn [a m In co co EQUALLY SPACED AS 3: Q to SILL SILL. SILL SIL�, SILL -4- SILL, Q - ,HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE < 0 - HEAD HEAD HEAD ZONE > 0 W ZONE ZONE-i —ZONE' ZONEI ZONEj—ZONE"F"—f—ZONE"F "E" ZONE"F" ZONE"D" 'F "E" "E" "E" I ANCHORAGE SOLUTION w 12 w "E"ZONE ANCHORS FROM 0 Eo 90 cc "I"'ANCHORS FROM TABLE 4, SEE ENCIRCLED VALUES,SHEET 9 Tof4Ls(4)TYPE 1 OR 2 ANCHORS SILL SILL SILL SILL SILL SILL SILL SILL SILL SILL EACH JAMB AND 2+5+5+2=(14) ZONE NE 4 ZONE ZONE OM I VVE� TYPE 1 OR 2 ANCHORS AT HEAD EXAMPLE OF A%HO��A:l;:4L:*3*3/4'­KX'DOOR, ANCHOR LOCATION FOR WITH 19"xB3*3/4"SIIDI!LIT"(SEEsSOLWTI N4T*FZIGHT)_ EXAMPLE ABOVE 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 2.ANCHOR QUANTITIESARE BASEDON SPACING AS FOLLOWS(4"MIN.O.C.FORCONCRETE,6"MIN.O.C.FORCOU)O:LVE EXAM190E O)WOANCHOOR LAYOUTABOVE. HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.0 so* 0 a 0 *00 0 A.LYNN MILLER,P.E. 3.TO DETEF&INE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. P.E.#58705 °°° ° ° ° ° °°° ° ° ° ° TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.O SIDE LITE TABLE 6.XO&OX TABLE 7.0X0,XXO,OXX APPROVED ANCHOR TYPES: &OXXO P 0Dt)Cr RFVI&Eo (ALSO X DOOR OF XO&OX) 1 1/4"ELCO TAPCONS •<�VhM<wnYiYe floHdc GLASS TYPES A.B C.D,E GLASS TYPES A,B,C,D,E GLASS TYPES A,8,C,D.E GLASS TYPES A.B,C.D,E GLASS TYPES A.B.C.D,E 6i'd'"6 P.ad< ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.114"ELCO SS4 CRETE-FLEX Ac <.••+</Mi< &SUBSTRATE 2,3,WOOD 1.2,CONC &SUBSTRATE 2,3,% 1,2.CONC &SUBSTRATE 2.3,WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,CONC MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD70NES w w " 1 3 #12 SCREWS(G5) "X'-25.50 ?. ")X'-47.75 N N "0"- 10.75 "X'-25.50 X"-25.50 - TO 37.50 TO 71.75 2. I0 TO 36.75 TO 37.50 TO 37.50 LL u o�it^ 4.ENCIRCLED ANCHOR w nv w J QUANTITIES IN TABLES 4 (V LL 47.75 Y r r a ¢ m¢F a ?IN<u¢ m = m J m Fn w ¢ m J J < TO 71.75 ro N < m = a AND 7 PERTAIN TO THE < N y w a N N w m a r a r m a i-8 r m o m o moo m m a o m m o w m w EXAMPLE ANCHORAGE > mooJm256J g <§!< x x > U Q w w< Q w w Q -<i i o S 3 < =30=3 G w G w SIDE a w ,<„ Q a w w Q SIDE ¢ w Q w SOLUTION ON SHEET 8. Q x r_ N y �' 0 y x = LITE x x x x LITE x X x fn O (n d LLI WIDTH z HT. x x x 3 x x x 3 WIDTH x HT. X x¢x=x x a x z WIDTH x HT. O O O O WIDTH x HT. O O x x 0 0 x x WIDTH x HT. O I O X O O X p $ J 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 dl 10.75 x 79.75 4 2 4 2 F 10.75 x 79.75 4 2 4 2 c i m .O 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 83.75 4 2 4 2 83.75 4 2 4 Z c Q fn °xxW87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 87.75 4 2 K 4 2 m 87.75 4 2 4 2 Z91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 91.75 4 2 O 4 2 0 91.75 4 2 3 4 2 OL1J95.75 6 2 7 4 2 3 95.75 5 4 7 4. 2 3 95.75 4 1 4 95.75 4 2 4 2 W 95.75 4 2 0 4 2 0 N 0 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 8 4 2 0 0 Fn LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 w 4 2 W 83.75 4 2 w 4 2 � Q °� 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.75 4 2 1 4 2 Q O 0 '"O 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 H 4 2 F 91.75 4 2 4 2 S .. H Q fn 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 Z 95.75 4 2 2O 4 2 95.75 4 2 a 4 2 a I- z ¢ ¢ s Z 2 �Z 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 LL 4 2 LL Q U 83.75 5 2 8 4 2 _3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 CO 4 2 w 83.75 4 3 W 4 2 W Z 87.75 6 2 6 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 rF-- 4 2 87.75 4 3 0 4 2 0 Of 91.75 6 2 8 4 2 5 91.75 6 4 7 4. 3 5 91.75 4 2 4 2 91.75 4 3 z 4 2 G 91.75 4 3 = 4 2 i O LL 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 i 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 D 4 2 QO 21.75 x 79.75 4 3 4 2 $ $ `g,Z J LL 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 = 83.75 4 3 0 4 2 0 $Q Q 87.75 6 2 8 4 2 5 87.75 6 5 B_ 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 0 4 2 a z -- - z z Ix 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 � 4 2 � 91.75 5 3 0 4 2 0iE N 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 W 4 2 W ® 0 a r N O N N pN N< 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 H 4 2 y 27.75 x 79.75 5 3 m 4 2 m 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 Z 4 2 Z 83.75 5 3 g 4 2 F 0 W 0 15 x 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 0 4 2 w�'om'N < U- 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL _4 3 LL r o 0 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 m 95.75 6 3 y 4 3 a z ax w w 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 F' 4 3 1' 36.13 x 79.75 6 4 E 4 3 E U 83.75 6 3 8 4 31 5 83.75 6 5 J84 3 5 83.75 6 3 4 3 83.75 4 ✓♦8.75 4' 4 z 4 3 z 87.75 6 3 8 4 31 5 87.75 6 5 3 5 87.75 7 3 4 3 87.7 7 5 LL 4 3 • • W.7 7 5 4 3 91.75 7 3 10 4 3 1 5 9175 7 6 3 5 91.75 7 3 4 3 91.75 7 i p 4 p :•,11.75 / 5 rc 4 395.75 7 3 10 4 3 5 95.75 7 6 3 5 95.75 7 3 4 3 95.75 5 L) 4 3 S • 95.7 •7 5 t 4 3 t 37.50 x 79.75 6 3 8 4 3 i 5 71.75 x 79.75 6 5 8 4. 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 z 4 3 a �T 83.75 6 3 8 4 3 5 83.75 6 5 9 4, 3 5 83.75 6 3 4 3 83.75 6 4 4 3 co co 83.75 6 4 w 4 3 w �(.71�,�(� 87.75 7 3 10 4 3 5 87.75 6 5 9 4! 3 5 87.75 7 3 4 3 87.7 7 5 4 • � • 7 •5 3 4 3 %7 fro o 91.75 7 3 10 4 3 5 91.75 7 6 10 4! 3 5 91.75 7 3 4 3 91i 7 h 4 y • •1.75 70 5f 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 1 3 5 95.75 7 3 4 3 x.75 7 4 3 i• • • ?75 4 3 • 000 • A.LYNN MILLER,P E. P.E.#58705 • • • • • • • • • • 2X WOOD 1 3/4" 1 3/4" 2X WOOD - 1 3/4 _ -1 3/4"MIN.E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. IN E D. rIV E D. J BUCK,NOTE 2l 3.4 KSI MIN.CONC. MIN E D _ _L ` I M U OTE 2 3/8"TYPE 1 oo rur.nk,�Fi�. - -- 1X WOOD BUCK,N : 1 3/8"TYPE 1 1 1 tww+ Gey _ _ T 1 314"TYPE 2 1 X WOOD-,, \ y Arre�unre Nu_I n6l 1�1 1 3/4"TYPE 2 1 3/8 -`>J � > �— BUCK,NOTE 2 i �_j �---� -�1 3/8"MIN. E��r++��ti�r 20 _114"MAX. S 1/4"MAX. -- _ SHIM —114"MAX. `-1/4'MAX. SHIM 'd' L OEXT. (t SHIM SHIM ANCHOR CONC. EXT, WOOD EXT. - ANCHOR, cV li TYPE 2 OR 3, L_ ANCHOR, ANCHOR Y 2 t- NOTE 1 TYPE 2 OR 3, n NOTE 1 U F_ NOTE 11 1/4"TYPE 1 OR 2(CMU) NOTE 1 - DOOR HEAD(WOOD) DOOR HEAD (GONG);-13/8"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0 o a 1 3 /8" 1 3/4"TYPE 2(CONC) - *O $ _F MIN. 1/4"MAX. _� _ 1 114"TYPE 1 OR 2(CMU) m 1/4"MAX.SHIM ; ; O SHIM /4"MAX.SHIM-� 114"MAX.SHIM o 1 3/8"TYPE 1(GONG) e � cn z o 1 3/8"MIN. 1 3/4"TYPE 2 CONC ° ° W a \� •J)1 '...1 3/4"MIN.E.D. 1 314" (CONC) I_ S WOOD _-I CONC. I MIN.E.D. J o ANCHOR / ANCHOR,;; Lu O_ ON CONC l� NOTE 1 / ,. II 1.5 KSI MIN.CMU OR fn STAGGERED ANCHOR \ 7 CENTERS,- + III/ ON III `,\ WOOD 3.4 KSI MIN.CONC. at5 e O TYPE STAGGERED `b ANCHOR. = 7 to O ( — I, - ..1 3/4"MIN.E.D. 2 OR 3, I\,- CENTERS, -1 3/4"MIN.E D = j I,`I�l TYPE J Q NOTE 1 \` NOTE 1 J'I ` •�• 2 OR 3, < < Q O ' . .�, EXT. NOTE 1 .,.. ° o I j C) .' 2X WOOD_ EXT. 1 X WOOD BUCK, 1.5 KSI MIN.CMU OR 2X WOOD BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONC, BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT._ V Z DOOR JAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) w - — - - _WOOD ANCHOR TYPE 2 CONC.ANCHOR, q W OR 3,NOTE 1 !\ ��,NOTE 1 O � O -WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 1X WOOD -" \,` EXT. BUCK,NOTE 2 EXT. \� LE `U LL j EXT. 1/4"MAX. EXT. NO%43MAX. 1/4"MAX. ZSHIM SHIM SHIM L 1 3/8"TYPE 1 ---__ - ® G N m N m 1 3/8"MIN. -`" 1 3/8"MIN. tamla > _ 13/4"TYPE 2 `j _ - " — ` + 1 3/8"TYPE 1 (( 3.4 KSI MIN 1 3/4'TYPE 2 i x 5 �f 1 3/4" L 3 4 KSI MIN.CONC. J CONC ^ a 2X WOOD BUCK,NOTE 2 — MIN.E.D. 2X WOOD BUCK,NOTE 2 ►- 1 3/4"" =d o 0 DOORSILL(WOOD) DOOR SILL(CONC) �a0 _ SIDE LITE SILL(WOOD) MIN.E.D. o;i i SIDE LITE SILL(CONC) g NOTES: •• ••• •• 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1141'TAPCON:E;aD:D=31"ttN. PE 1) OR 114"SS4 CRETE-FLEX EMBEDDED 1 3/4"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE4DGR I6 1-8/4M FOR WOOD S QLLATIONS USE 912 SCREWS,G5(TYPE 3)OR ELCO 114"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"MIN.(TYPE 2). •• 000 ••0 ••• • • • 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CtNI!RE*f1 OR CMU. WOOD 13UCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). G( �6 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-:AAt?IC GROdI(34010 PSI MIN.)t(DONG BY OTHERS) j7/o MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSiER%HEAR LO4rl'TO••SUtSTRASE.0IFUMTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS VI•ROVEQ BY YHE•AUTHORIVY N4VING JUIISCICTION. ••• • • • ••• • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t F MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to.have this product or material tested for quality assurance purposes. If this product or material fails to perform iri 4l"accepted..... manner, the manufacturer will incur the expense of such testing and the AHJ may immedtatelyrevo%p-, modify, or . suspend the use of such product or material within their jurisdiction. RER reserves the righffe jdubke this llceeptanca,••••. if it is determined by Miami-Dade County Product Control Section that this product or`iWeffal fails to meet th;. requirements of the applicable building code. .••9 000000 0 • This product is approved as described herein,and has been designed to comply with the Florila'lfnilding Co3e, 0 including the High Velocity Hurricane Zone. •••• • 0000 DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. •0.00. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum. French Door&Sldelit's, Im0t,.t;;sheets I.% through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Ilnduslries,7signed and sealed * ...; Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the.N•otice of 00 Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item 922)for OX,XO,XXO,OXX, OXO and OXXO. The lower design pressure from X.XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. 'A" Elco Ultracon(former Tapcon)to be 4"OC into Cone. and 6"into CMU(jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.24 and consists of this page I and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMFDADE COUNTY NOA No. 16-0629.17 Expiration Date: October 18,2017 ` SII Approval Date: July 21,2016 `•, \�� Pagel t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files#listed below) 2. Drawing No. 110054 Rev F,titled"Alum.French Door& Sidelites,Impact", sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 . . .... 0000.. 2) Large Missile Impact Test per FBC. TAS 201-94 •..• • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-9A .... *0000: Along with marked-up drawings and installation diagram of Aluminum Slidi V Nass Doors-(w/ 0000.. TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing.L1bNatory0 Me'0 • Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06761116 and MM2 /16, 00:00 all signed& sealed by Idalmis Ortega P.E. ' . • • • .. .. . 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBG TAS 202-94 . • 2) Large Missile Impact Test per.FBC, TAS 201-94 0000:. 0000.. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94.'0 ;• •0; Along with marked-up drawings and installation diagram of fixed sidelite (0)•w/insulated'. laminated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile ltmpact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ASTME-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 h PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours& Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition) and letter of no•:par:ial mt�erese% 00 prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E...... •• �; 2. Lab compliance as part of the above referenced test report. *00:00 :s e o V .... .... .... .... ..... G. OTHER """ •• •• ••• 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. •• ""'• 2. Test proposal# 16-0152 dated 03/09/16 approved by RER ••• 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascoia,•P.E. :'•••• •shaq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 STANDARDS USED: 2014 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •ASTM BUILDING CODE(FBC),STH EDITION •ASTM E1300-09 — - — •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION FRODUCf BEVfiEO 1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL,ADM-2010 •fir whb tk•Fw•� ft 06" A.3/8"LAMI NOM.(.402 CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISI-S700-07/S2-2010 (A+a ����Zy,17 SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. 17 B.3/8"LAM]NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _1 MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. G�Greck n cwrml C.7/_16"LAMI NOM. .4( 65')CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI N0W.A.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ N ILL. MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Y ' E.13/16_'LAMI_IG NOM.(.840„)CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP � o U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET U) e p G_ A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, GENERAL NOTES............ 1 m O 2 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 e p GLAZING DETAILS........... 1 g f11 z p 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. o 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 LU ° SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 w J o REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 4 = J LU 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS.....-..... 5 0 p p 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 r — EXTRUSIONS................... 6,7 LLI o O 7.REFERENCES: w TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a O N DESIGN MANUAL. a Z _ 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ° 0 (D HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS s °° ii -`o Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A a z U 15; A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Z W TABLE 1.,SHT,2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. o Q 0 93) — jri93j 91)_ a p aFo FS� u- 8 OZ Q 30;r— (30 (30 _ 80-83� _ ® " <mN 731/2"GLASS BITE 73� 1/2"GLASS BITE 741— 1!2"GLASS BITE F z.0 5 EXTERIOR '� — EXTERIOR „—� EXTERIOR 1 rw40 O J 941 ! (y94 I ' _� 94! a 0 �Z Z 1/8"AN.OR 1 3/16'AN.OR y 114"AIRSPACE HS.GLASS~ _ HS.GLASS 3/16"HS. 3/16"HS. _3/16"HS. GLASS 090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS •• ••Z/1 b'TQ.GLASS • • {',r! I, "; • • • • • • • • • ti`'' ''<c (DUPONT BUTACITE OR (DUPONT BUTACITE OR •• • •• • • ••• 1/8'HS.GLA SS SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE X90 PVg IM���r•ERLATER MAXIMUM •• D�IiQNT Bij1ACIT�—• MAXIMUM) ) ( • • • _ Sn.`'"`-' 3/8"NOM. _ 7/16"NOM. 13/16'NOM. - GLASS GLASS STACK GLASS STACK STACK 3/8" LAMI NOM. 7/16" LAMI NOM. •• ;13/18 to#i.IG NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE a' :. L Z!N CPYIC!N E, NOTE 1 A.'LYN ,P.E. MILLER • • • • ••• • P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: ncouucrr.Fwse0 w' My �irlrlaetl,;rid, (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS 1.GLASS TYPES: A,�pt. N ) k'nn�r Ho 16-662q.17 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"A,.090 PVB,3/16"HS) B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS) DOORS WITH GLASS TYPES A,B,C,D OR E �4 �= C.7/16"LAM[(3/16"A,.090 PVB,3/16"HS) HEIGHT D.7/16"LAM((3/16"HS,.090 PVB,3/16"HS) ftw X_WIDTH XX WIDTH68-79 3/4" 1 70-83 3/4" 1 87 3/4" 1 913/4" 95 3/4 E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS) CN LL 8°- " 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y ° 371/2" ° 71 3/4" +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 F 3 6 MAX.OX/XO WIDTH = 731/2" � � O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" O U O 27 3/4" O Q +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=107 3/4"MAX.OXXO WIDTH=143 3/4" p g 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 o 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" g fn i O 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE W ,E O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 2 363/4" 1175.01 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.01,75.01 -75.01 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. Lu o O G u- TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: e O APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. U) O N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A Of OG � REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES e DESIGN PRESSURE=+67.6/-67.6 PSF � GLASS TYPES g B,C,D OR E Z HEIGHT EX.B FROM TABLE 1. W OXXO WITH GLASS TYPE A d M O X WIDTH XX WIDTH 68-793/4" 70-83 3/4' 87 3/4" 91 3/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z 20 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.81+47.41 -4_7.4 DESIGN PRESSURE_+70.4/-70.4 PSF 2 o O g 360 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 Ex.C FROM TABLE 2. ul s< t OXO WITH GLASS TYPE C G ~ 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES 26 31 112" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/-43.6 PSF r rn ® p< N N 28 33 1/2" 4 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.11-381 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES ='i m a DESIGN PRESSURE=+43.1/-43.1 PSF w,o 30 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 '->a Y 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH oz z w O WIDTH GLASS TYPES A,B,C,D OR E REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 1+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT DETAIL. ••• ••i i i a`• i : •" 12 3/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 . • •• • • • • • +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 `` .0: ` ` ` ``` ` SINGLE 19 ••` ••i `•0 `•` : : ••` SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 47.2 +44.7 44.7 +42.6 42.6 • ••• ••• • • • 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 t-35.2]+34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 +34.0 -34.0 •` i• ` : • : i ` •` i : A.LYNN MILLER.P.E. ••• • • • ••• • P.El 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 'MoDuc r REVISED 3 -As ilk 0.Ff.lid, ►,.,ai.s c.e. Si 40 AcMpl­v No_J16:4ZiAl EXTERIOR INTERIOR OC 1 2 (64)AT HEADMAMB 37"0 U) E a. 65.)AT SILUJAMB 16 0 2 CLEAR-COLORED _A SEALANT LU EXTERIOR INTERIOR !z __-62 LIJ 0 (n U_ W 0 U) Z 0 co 0 0 I-_ F-- %z MAX. 0 LU MAX. MAX. SIDE 62 U) Z MAX. - ,I ____ , I I -____- /, LU DLO DOOR DLO LITE I HEIGHT HEIGHT < 3f iiIL) L r T, Ew 09 A! > J_ I 0 4 LL zLj. ."vi < SL VIEW G-G 0 0 (30"' (61) CORNER ASSEMBLY o -- 1.4rldW DOOR SECT.A-A SL SECT. B-B VERTICAL VERTICAL 0 0 00 * A LYNN MILLER,P.E. P.G.9 58705 0.0 . � . LL CL It MAX DLO c;Lo Lj 0 co INTERIOR UJI 46) EXTERIOR 5 ) HORIZ. SPACING, AME AS JAMB ANCHOR SPACING MAX.SL WIDTH MAX.SL WIDTH SEE TABLES 1 AND 2 AND 62 FOR APPLICABILITY 000 0 0*0 see SL SECT. E-E HORIZ. (DOOR W/SIDE LITE) .-I4A-Z (SINQLa 310r- VrEg PEN 58705 °°° < < G ITEM DWG# PGT# DESCRIPTION _ 1 19438 160411 FRAME HEAD 2 11010 _160300 WSTP.,O-LON.190 X.375 HIGH ✓ROOUC IREVISED 3 7070 67070K BULB WEATHERSTRIP.187 X-300 HIGH --PM#R Wilk Ill.Finaeia 4 J955 17955X FLUSHBOLT STRIKEPLATE AmOvi Gale 5 938 7938X 2 PT.LOCK STRIKEPLATE ZS'�7 Eylftaty�11.77' 6 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE —SILICONE —HOT-MELTBUTYL 7 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH STRUCTURAL r 8 995 70995 GASKET(BETWEEN THRESHOLD 6 FRAME JAMB) SILICONE _ !rI ;.k. .a.�„r,��fi„I 9 996 70996 GASKET(BETWEEN HEAD 6 FRAME JAMB) STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. 10 952A 6533016 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT 12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT GLASS / Y N LL W 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) / (� 15 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) / << <./ O Q p 20 9150 60380 FRAME JAMB 190 X.375 H / INT.GLASS %- INT.GLASS �,0 8 21 1010 60300 WSTP.,O .O .190 X.375 HIGH .,�G '� `- 22 6608 66608M REINFORCEMENT,1.000 X2.750 X0.650,6061-T5 — U') 23 1140 78XI 12PSATS #8 X 1.500 PH SO A T/S 24 1048 71048 JAMB SCREW COVER CAP KODISPACE SUPER -� g w g�_ 25 930 41721N STRIKE PLATE INSERT `a�' 4SG TPS s1)SPACER��NXTT11 H ' 26 1118 710X34PFA #10 X.750 PH.FL.SMS 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH J d 30 9100 6910 DOOR PANEL,TOP&BOTTOM RAIL tl.l 31 911E 6911 DOOR PANEL,SIDE RAIL O 32 917 7FRMO HINGE EXTRUSION 16 LL 33 1178 71058FP W,8 #10 X.625 PH.FL.SMS __ALUMINUM w 0 O 34 913A 60378M TRUSS CLAMP REINFORCEMENT L) h p POLYISO- DESICCANT FILL AREA a O 35 1130 6TRODA 5/1618 THREADED ROD / 36 990 79MNUTA 5/16-18 FLANGED HEX NUT BIJTYLEAL 5/16"NOM. 37 914A 60379M WEATHERSTRIP CHANNEL �- 5/16"NOM.;- SEAL w O 38 7834FPT 98 X.75 PH.FL.TEK t ` —SILICONE SEAL 0 Sg~ BUTYL& ROLL-FORMED ¢ = IX Z 39 997 70997 GASKET(BETWEEN PANEL HEADISILL 8 PANEL STILES) DESICCANT - ♦ � � 40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL FOAM `�\f� STAINLESS STEEL�' L.j 41 926 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) i Z LLJ 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE 13DS EXT.GLASS / EXT GLASS UO J LL p 43 1212 7P3DGG SILL DUST PLUG(IN CTrVE PNL) i / 0 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 9648 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) (�i� - <,�. =- Ig p 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH / �' 4�` 8 p 8 �47 929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) �INT.GLASS `l `INT.GLASS -10 J48 1139 7634F #6 X.750 PH.FL.SMS LL F Q 49 982 FD2PTAY 2 PT.LOCK ASSY. DURASEAL`� XL EDGE 1M 50 6R180FS RUBBER SLEEVE /92) a3 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) '- SPACER SPACER 52 931 7FRSPX DEADBOLT STRIKE PLATE �� ~ ® pNtAN � 53 1118 710)Q4PFA #10 X.750 PH FL.SMS r7i a 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL.SMS 60 9200 692DD SIDEUTE HEADER Part# Description Material =gym#i i 61 9210 6921 SIDEUTE SILL U o0 0 62 9168 60381 SIDELITE JAMB 80 Kommeding 4SG TPS Spacer System o�o-o 63 1155 781PQA _ #8 X 1.000 QUAD PN.SMS See this ,._ _ 64 998 7998 HEAD GASKETS(STOCKING#70998) 81 Quanex Super Spacer nXi With Hot Melt Butyl Sheet Tot 65 9% 7999 SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer U 66 934A 61641M SIDELITE JAMB ADAPTER Materials 67 #12 X 1.000 SHEET METAL SCREW 83 Cardinal dgB parer• • • • • • • 70 712653K SETTIING BLOCK.3/32"X 114'X 1"W/PSA • 71 71267K SETTING BLOCK,1116'X 1/7 X 1"W/PSA REFERENCE TEST RE ARTS:FTS 17+ • &•97• ••• • . 72 4222A 64222 BEAD,7/16" • • • • • • • • • 73 988 6988 BEAD,3/8" •• ••• •• • • • •• 92 988 64986 IBEAD.INTERIOR 93 11224 16TP247 JBULB,THICK(USED IN E)CrRUDED BEAD) 94 GLAZING SILICONE,DOW 099,983 OR EQUIVALENT 95 GLASS,V8"LAMI-1/8'A_90 PVB,3116'HS • ••• ••• • • • 11100 Fr" 96 GLASS,3/8'LAMI-1/8'HS,.90 PVB,3116'HS • • • • • • • • • 97 GLASS,7116'LAMI-3/16'A,.90 PVB,3116'HS • • • • • • • • • • • • • • • • • • 98 GLASS,7118'UMI-3/16'HS,.90 PVB,3116'HS • •• • • • • • • • 102 11006A 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) ITEMS#17-19,28,29,56-59,68.69,74-79,84-91&99-101 AlRgWT UAD AND ARL•NOT PART OF TH6•,NPROV AL. 103 OFF-THE SHELF DEAD BOLT LOCK A.LYNN MILLER,P.E. P.E.#58705 0:0•• • • • • 0:6•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r `11000C f REVISED 1.750- - 1.750-- -1 750 ►I �-1.750 1.620 b..H.c d. ke Fbrk e - 1.480 �{ 050 nccrRh�nN,-1(_R(z�j,�-# Ow `250-� I-+- w•e+st nd�»tC+nR.�t 4.726 WEATHER 4.626 4.726 4.726 .062- 050-. (37) STRIP CHANNEL N LL 3.000 6063-T5 Y ; 062 4.100 062 y 4.100 .062 4.675 4.000 .062-- 4.675 -0.375 4.100 p CL O `8 2 ,n � oa o l DOORFRAME, 2'125 __.125 4 o LU ao �.20i JAMB 6063-T6 J o DOOR PANEL DOOR PANEL -- Lu _o 30 j TOP&BOTTOM RAIL 311 SIDE RAIL NOOR PANEL RIOR ASTRAGAL '45 j EXTERIOR XTDOOR OR ASTRAGAL - HINGE U)PANEL u- 6063-T5 6063-T5 (44 i 6063-T5 - 6063-T5 ,32} 6063-T5 .6 �O 3655- 11.50027 �{ I--.525 ��{-1.578 890 +- O � f` �- - 3.111 - -t i� 558 050 1 ..F- 1 .550 u .750 .683 ( .050 .683 rc s = N Z 1.400 I � f -lLf .050 r-.172 Z Z .050 14-- _ .050 W TRUSS CLAMP \ 3(8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 .683 O FILLER HEAD ADAPTER (34) 6063-T5 73% 6063-T5 (72 6063-TS Z) LL 6063-T6 `o-W 2 -3.100 y 1.092 o S X m J g LL {� 3.000 -IIL► T 1 I � IG GLAZING BEAD c ; W SL JAMB (746063-T5 i 1.479 162) 6063-T6 ® Kn r N DN QN T 1.272 1.479 . . � .504 830 36 0 050 5.459 .055 FRAME HEAD 6.D85 .075 5.212 � , mxOa '0 ' OUTSWING THRESHOLD 6063-T6 1 075 4 (13 vppZ a� �• ••• • • • • •• v% CHANNEL COVER • • • • • • • 6063-T6 .050j 00 L •• • • • V to •• I�--2.750 -� .079 1.489 .750 [Ei • ••• •• • • •• 050 .489 1 -3.100 • ••• ••• 1.000 -FL • • + � Ei �t<6 • • • • • • • 0610-1 690-I • • t ' OUTSWING THRESHOLD • • • •SL AtTC • • • .125 • • • (11% 6063-T6 60SL DER SL(61,' 60631 T6 ••LL 166) AD Re6♦l63PT6 R ••• ••• 22 6063TUBETSULL , 6063-T6 A.LYNN MILLER.P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: &OXXO 7RODUC f RmseD (ALSO X DOOR OF XO&OX) 1 1/4"ELCO TAPCONS 'v�mWf+liwn\toe FMekfc GLASS IYPES A,B.C,D,E GLASS TYPES A;B,G,D,E GLASS TYPES A.B.C,D,E GLASS TYPES A,8,C,D,E GLASS TYPES A.B,C,D,E AceVc%Cede ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE Aceeq�°ce No. tl _Q Z '/ &SUBSTRATE 2,3,WOOD L2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,31 WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC 2 1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS t ` DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES w w 13.#12 SCREWS(135) "X'-25.50 > ; "XX'-47.75 y N '0"- 10.75 "X'-25.50 "K'-25.50 - TO 37.50 TO 71.75 ?. h TO 36.75 TO 37.50 TO 37.50 u LL b LL^ o o w J w J 4.ENCIRCLED ANCHOR iv LL LL W W WLl QUANTITIES IN TABLES 4 N LL J J J L, + J J J_ _ 47.75 w J Y J a m-m a J m J m _� _� J S m J 3 AND 7 PERTAIN TO THE e. - J �� - in mu, Naga m m m s m ¢ TO 71.75 m ,n �N < T H a Fn N w < N e w m 8 r 3 r m�a r 6 r 53 - tO N m - N `w . w w EXAMPLE ANCHORAGE m ooJm a �J <�<-g <_<_ m a mO mo 'ommoom m o = m 'o x O U < <m < <m -<i w 3 w 'Iw 3 w 2 < 2 < SIDE < < < ¢ SIDE w ¢ SOLUTION ON SHEET 8. it w w a w w a = x 3 x x 3 4 w 4 w ' w w < w w < ' a Q N W N ? ? LITE x x z x LITE I? x x J) LU WIDTH x HT. x x x 3 x x X 3 WIDTH x HT X x¢x R x x¢x! WIDTH x HT. O O O O WIDTH x HT. 0.01 x x O O x x WIDTH x HT. O O X O O X 16 Q $ J 25.50 x 78.75 5 2 7 4 2 3 47,75 x 79.75 4 3 6 4 1 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 � 4 2 r 10.75 x 79.75 4 2 4 2 ' o m u 6 0 83.75 5 22 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 � 4 2 ; 83.75 4 2 = 4 2 = W g 8775-572 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 W 4 2 C 87.75 4 2 p 4 2 p W F- 3 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 O 4 2 O 91.75 4 2 3 4 2 3 Z J o 95.75 6 2 7 4 2 3 95.75 5 4 -714. 2 3 95.75 4 1 4 1 95.75 4 2 CC 4 2 K 95.75 4 2 0 4 2 0 NN Q O 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 0 4 2 p 0 LL 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 w 4 2 W 83.75 4 2 4 2 � Q °� ,", 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.75 4 2 Q 4 2 Q O O rn 91.75 6 2 .7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 � 4 2 91.75 4� 2 fj 4 2 n Q (n 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 0 4 2 0 95.75 4 2 a 4 2 m F- ;~ Z 2 �Z 29.50 x 79.75 5 2 6 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 LL 4 2 LL z Q U 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 w 4 2 w 83.75 4 3 W 4 2 W Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 F 87.75 4 3 0 4 2 0 U CC 91.75 6,2 8 4 2 5 91.75 6 4 7 4. 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 Q 91.75 4 3 = 4 2 = O LL 95.75 6 2 8 4 2 5 95.75 6 4 8 4' 3 5 95.75 4 2 4 2 95.75 4 3 O 4 2 O 95.75 4 3 Q 4 2 Q o 2 0 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 < 4 2 o 21.75 x 79.75 4 LL a rc 4 2 $ 8 `14 Z J g 83.75 6 2 6 4 2 5 63.75 5 5 8 4' 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 = 83.75 4 3 p q 2 0 8 Q Q 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 -4 4 2 a z - z K 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 J 4 2 J 91.75 5 3 p 4 2 p 95.75 7 2 10 4 2 5 95.75 6 5 6 4 3 5 95.75 5 2 4 2 95.75 5 3 g 4 2 95.75 5 3 Ill 4 2 W p O N N N< 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 N 27.75 x 79.75 5 3 m 4 2 m V 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 Z 4 2 Z 83.75 5 3 g 4 2 H z W" 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 a 87.75 5 3 2 4 2 O w m`" V- 3 , 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 W 4 3 w 91.75 6 3 LL 4 3 If r a o 0 0 0 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 CO 95.75 6 3 W 4 3 W 35.50 x 79.75 6 3 6 4 3 5 67.75 x 79 75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 L' 36.13 x 79.75 6 4 E 4 3 V 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 M�4 83.75 6 O• 3 O� ••• %3.Z5 1t Ix a 4 3 a 87.75 6 3 8 4 3; 5 87.75 6 5 8 4 3 5 87.75 7 3 87.75 4 3 � ��.� • 5 d 4 3 d 91.75 7 3 10 4 3 i 5 91.75 7 6 10 4 I 3 5 91.75 7 3 91.75 7 5 p 3 p• • • e9l.i5 7 6 K 4 3 K 95.75 7 3 10 4 3) 5 95.75 7 6 10 4 3 5 95.75 7 3 95.75 7 c=i• 4 3 U• • •95.15 5 = 4 3 i 37.50 x 79.75 6 3 8 4 3 5 71 75 x 79.75 6 5 6 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 i 4 3 Z 83.75 6 3 8 4 3 5 83.75 6 5 9 4' 3 5 83.75 6 3 4 3 83.75 6 4 • 4 3 i 83.75 6 4 y 4 3 N 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 y • 87.4 j --r- 9575 7 3 10 4 3 5 95 75 7 6 10 4 1 3 5 95 75 7 3 4 3 95.75 7 5 • 4 3 0• • •95 t5 7 i • 4 3 A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1 za All 2X WOOD 1 3/4" 1 314" 2X WOOD 1 3/4 1 3/4"MIN.E.D. BUCK,NOTE 2 3.4 KSI MIN.CONC. +MIN E.D. MIN E D. 3.4 KSI MIN.CONC. MIN E 4 ter-_- BUCK,NOTE 2 PPODUC y REVISED 1X WOOD BUCK,NOTE 2- 11 3/8"TYPE 1oopiyibg W ilk rkr Flmh9a L- - ixwoo _ -- 1 3/4"TYPE 2 a<m�anv No I6-tel 1 3/8"TYPE 1 13/4"TYPE 2 -c c -- 1 3/8' (� . 'J= BUCK,NOTE 2 , =l 1 318"MIN. MIN 114"MAX. SHI A>Zr sr'Ir-'L c•.C:enRd T - MAX. -- -1/4"MAX. 1/4"MAX. SHIM I „ SHIM EXT. -f "It SHIM SHIM WOOD CONC. EXT. ANCHOR �- 1 ANCHOR,CONC. EXT. A Op OR EXT. ANCHOR, Y s LL TYPE 2 OR 3, NOTE 1 Z NOTE 1 A \ TYPE 2 OR 3, q O F_ eJ NOTE i �f \ /\ . NOTE 1 '�\�% -J/\ DOOR HEAD WOOD DOOR HEAD CONC 1 va°TYPE 1 OR 2(CMU) v� \, , - _ (WOOD) ( );--1 3/8"TYPE 1(CONC) � O a 13/81, _ 1 3/4"TYPE 2(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(GONG) o o MIN. ~ 1/4"MAX. 1 1/4"TYPE 1 OR 2(CMU) - Lo 1/4"MAX.SHIM-� SHIM -_. - �' 1/4"MAX.SHIM 1/4"MAX.SHIM ; o p 1 3/8"TYPE 1(GONG) F (n z°O LLI J JI! "�1 3/4"MIN.E.D. "I 1 3/8"MIN. 1 3/4" 1 314"TYPE 2(GONG) o o WOOD CONC. MIN.E.D. J o ANCHOR < ANCHOR, LLIp ON i j II CONNOTE 1 '•` D STAGGERED ANCHOR ', ` /1 \ _TTTTTT! 1.5 KSI MIN.CMU OR to u CENTERS, -_ ON `_ ,i��i - it WOOD 3.4 KSI MIN.CONC. otS o TYPE STAGGERED j (� lll) ANCHOR. L 1 3/4"MIN.E.D. W v 2 OR 3, �\ CENTERS, ���� "1 3/4"MIN.E D O I `'1\I TYPE _ �1 J NOTE 1 \ NOTE 1 y 2 OR 3, - Q O � 2X WOOD 1X WOOD BUCK, ' 1 2X WOOD EXT. NOTE 1 `, 1 ° ° W o Z EXT. 1.5 KSI MIN.CMU OR BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONC, BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT. C) Z DOOR JAMB(WOOD) DOOR JAMB (GONG) SIDE LITE JAMB(WOOD) SIDE LITE JAMB (GONG) Z — -WOOD ANCHOR TYPE 2 CONC.ANCHOR, ct A OR 3,NOTE 1 A i\NOTE 1 O LE _O -WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 r CONC ANCHOR,NOTE 1 EXT. \j 1X WOOD_ EXT. \l/ �' y _ BUCK,NOTE 2 `,\-- $ $ aU �,� EXT. EXT. NOTE 3 1/4"MAX. Z J 1/4"MAX. 1/4"MAX. Q Q ,j SHIM —� SHIM SHIM 1 3/8"TYPE113/8"MIN. i 2 _ 13/8"MIN.y 1 3/4"TYPE J ' 1 3/8"TYPE 1F_L� o LL 3.4 KSI MIN. 7 3/4"TYPE 2 D _ 13/4' L3.4 KSI MIN.CONC CONC _ x- a 2X WOOD BUCK,NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 r- 1 3/4"' 0 0 DOOR SILL(WOOD) DOOR SILL (CONC) SIDE LITE SILL(WOOD) MIN.E.D. ooZ aZ g — SIDE LITE SILL(CONC) NOTES: •• ••• • • • • • •• 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" APCONS CMAP:Ell:8"pI1:(T:PE 1) OR 114"SS4 CRETE-FLEX EMBEDDED 1 3/4"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE RIDGE 19 0 3/I' 00FOWSODINSTALI.4TIONS USE 412 SCREWS,G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"MIN.(TYPE 2). • • • • • • • • • 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE}aR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-M AV jl GROL"X00 N51 MIN.),(DONE EW OTHERS) � (�/b /6 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHIjAR LOAD,16 S:BS?RATE:IFSU:SIZATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED IN THE AMTHOR*_Y*iA'NNG IURlammTION. • •• • • • • • • • so* Goo 0 A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc, 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County ProdeeteCeptrol Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade Vous reservvft right •Soo:* to have this product or material tested for quality assurance purposes. If this prod'ltt;t dr materIal.ftls to •� perform in the accepted manner, the manufacturer will incur the expense of such fe%filit'and the AHJ may immediately revoke, modify, or suspend the use of such product or material within Their jurisdiction. RER :....: reserves the right to revoke this acceptance, if it is determined by Miami—Dade- oMn*y Prodact•Nntrol Section that this product or material fails to meet the requirements of the applicable pjril¢jg cod�.� This product is approved as described herein, and has been designed to comply Wi h.tbt FlortielvIItlding•• • Code, including the High Velocity Hurricane Zone.- ...... DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I' ;...;. •••••• APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant AlaTirtutjr Tub%Mullions", •••• sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revA& B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modelIseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA4 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 �Fjjmfxm Y41111 ! Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300,IR, titled "Impact-Resistant Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 *000 2)Uniform Static Air Pressure Test,Loading FBC,TAS=-94 ...... 3) Water Resistance Test,per FBC,TAS 202-C • 4) Large Missile Impact Test per FBC,TAS 2Mtj4• •• '• '•'••' 5) Cyclic Wind Pressure Loading per FBC,TM�263-94 • 6)Forced Entry Test,per FBC 2411.3.2.1, and*'*$202-9�:::• ,••• along with marked-up drawings and installation diagram.of.Qlipped. aluminum.:..' mullions, prepared by Fenestration Testing Lab, Inc., Test-Report No; 4-f-6443••••• (samples A-1 thru E-1), dated 02/28/11, and addendum lettertlt�4 05/05/11, signed •, . . . . ...... and sealed by Marlin D. Brinson,P.E. •••••• (Submitted under NOA No. 10-0819.05) •••••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue76-10218.03 ez,P.E. Product Cont oaminer NOA No. Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`e Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series •900 "PGT" Clipped Extruded Aluminum Tube Mullion ; L.IYI.I., appjVyed orL 02/12/15 and expiring on 05/26/16. ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. . .. ...... Manuel ti PE.Product Contr I Einer NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 � r r FOR ALL LOCATIONS REQUIRING GENERAL NOTES: PACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE e IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UN{QUE AND SHOULD BE xC a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 W go o MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTION ...............................1 ELEVATIONS................................_.1 at w 1: MULL TO 2X WOOD........_...._.......2 of v MULTIPLE -—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY.............2 ` INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 MULLIONS I / SEE DETAILS REcrANGULaR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY....................._3 ` A-0,GH; SHAPE MULL TO STEEL STUD..................3 04 SHEETS 2-3 o S m F- .-- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..........................._...3 N I f \ \ DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN V780.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 z ��rc � III / IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYALTMULL INS CLIPS .................4 O W ``\ BAY MULL MULL SPECS......._.....4 1 X 2 X.125 MULL SPECS...............5 J W \ \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE Of THESE 1 X 2x.375 MULL SPECS.S..........6 J = 11 INSTRUCTIONS. 1 X 2.75 X.375MULL SPECS..........7 0 fl IF\ 1 1 X 2.7b X.65 MULL SPECS............6 Z O SEE DETAILS U III ) 1 X 3.125%.500 MULL SPECS........9 W O O 111 5 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND m O H 1%4%.125 MULL SPECS...............10 (- (`� A THRU G; / Y -� 1 I _ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER O SHEETS 2-3 I-' i - q THRU G; 1 X 4 X.375 TUBE MULL SPECS...Al H-• Q J 1 SHEETS 2.3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375'T'MULL SPECS........11 W (I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3186 X.265 MULL SPECS...12 111 II / 1.25 X 3.25 X.100 MULL SPECS _13 Z W3 io VERT. I HEIGHT 6)W HEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 x 3.25 X.624 MULL SPECS 14 q! & MULL \ FOR 2 X 3.94 X.624 MULL SPECS.....16 ? Z @@ W LENGTH \\\ HORIZONTAL 2 X 4X.26 MULL SPECS................16 Q O V aZ MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS................17 Q r SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 1.28 X 2.11 X.125 MULL SPECS....1 B AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 BAY MULL SPECS. .....19 Z IW- Q N 0 REACTIONS. 45'LION BCV MULL SPECS...._...21 Q z Z 0 MULLION B CLIP DIMENSIONS......21.23 I- Z� � O ti0 p 0)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1 b 2..............................24 L $ o FENESTRATION LOADING EXAMPLES.-.........-.....25 Tn PRODUCTS MAY BE OF ANY TYPE. 9 MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � W W MUST BE ) MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ULu Q O O / III BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 0- Z U) U) -- - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, b'O"O �ita� /SEADDIETA G HIL. 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING —HORIZONTAL_ SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. 444--- MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: HORIZ.MULL LENGTH -1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL I--OPENING WIDTH--I -'I LENGTH� I I �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGU(AR"OR"TRIANGULARIFRAPEZOIDAL". T T— PRL7DUCPRF.VI the DPENING — - 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING �complying with W�Florida HEIGHT - THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Code FOR VERT- MULLION CAPACITY LBS/FT' OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Aconptwxc Na GZba• OPENING MULL L — 4 HORIZ, HEIGHT d LENGTH / MULL r MULL STEP 1). H pimli IDnte 120 Proclud O I 1 LENGTH JIII— I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Mie. _I. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. •• ••• • • • • • •• 1L J/7 OPENING WIDTH _ 6)FROM THE ANCHOR CAPACITY(LBS)TABLE N THE SAN SREE?AN77 U91N W0>!R ACTUAL SUBSTRATE CONDITION(MULTIPLE X71 LYNN �i SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL N� n,/ OPEN WIDTH ANCHOR/SUBSTRATEJANCHOR-CLIP PATTERN Y APPLY�SEI�L':AN�NL�iO��Lg'PJRjERN AND VERIFY THAT THE REQUIRED ANCHOR :\�\\�. cf'.' (�`ry� -'�FOR VEancAI MULL CAPACITY IS MET. • • • • • • • • • Q•• MULTIPLE MULLIONS •• •'TA • •• • • • •• �/-_ SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY ILBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE I' ' No.56?0:1 _ \� FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATEIf so STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LW/FT')fOR THE FEACSTP.AtIQN PROr*ATj,TO pl!' ED AND COMPARE WITH THE FINAL MULLION ', ••. TE F �J •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT')OBTAINED FOR THE MULLON S1�TEM.THE IOWEIiOFJHE TWO SHALL,& Y FOR THE ENTIRE MULLED FENESTRATION '1�,'•,,F/OR1UP (j�: •ANSIJAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. • • • • • • -ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE Vi1•JS USjAN A SPI•CIM APPLICATI•ONfVHEN• URIN�THIS NOA TO APPLY FOR A PERMIT. A. F{4t1`P.E. 6AISI-S10o-07/S2-2010 • • ••• • FL P. #58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i r 8 +q h nn� DETAIL A: DETAIL B: MULLIONo of MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR oz PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY pTTgCHMENT SEE SEE TABLES 1B.16B (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) Br o7HER$, SEE NOTE I, �� /j _ N m SHEET 1. y, MULLION //�\ I I Z NN po N b6 F l I SEE SHEETS j° 1 MIN 2.1 KSI EDGE O W d I� CONCRETE OR CMU W 21-23 FOR HOLE d [ I I _•DISTANCE, J �\ /° _.�\�{ SEE SEE TABLES _ EITHER THE ._l LOCATIONS ° \`\I`� I 3TANDARO OR ° `I' 1 EDGE DISTANCE 10-168 n OFFSET MULL ° , °\ DISTANCE m m \ ° \ I a\ ANCHORS RONRV W Q O INSTACLIP L EO8Y q \��\Y BEI� \� �' SCREXO \ \\� I SIDE VIEW Z "D c� LHIS METHOD. a e\n �\ L/.2W MAX FOR d \�\d° \\ °` {° a \ I'- ° d ° ALL MULLIONS \ \\ O J \ \\/\ \\ ° \ \� OFFSEMUOLL Z m Q °° d\� " ° r-/�� ' •' ° _ d° CLIP MAY BE w Z V �\ INSTALLED BY �\ EXTERIOR � �� THIS METHOD. J \d EDGE Q Z .- \ d ° DISTANCE _ ~ Z Q 0 O FOR ° id Q O Z N r \\ MASONRY 00 0 THE OFFSET CLIP IS ANCHORS \ Q u O a� RECOMMENDED FOR �� FIN F7iAME0 W EXTERO\.°- WINDOwS.BUTMAY ALSO BE USED FOR ♦— N to 1n _OTHER FRAME TYPES. Z Q O O a TYP.ANCHOR g �x� TYP.ANCHOR PER SUBSTRATE. 0000' TYP ANCHOR PER SUBSTRATE, SEE TABLES 1B-1(IB / PER SUBSTRATE, SEE TABLES 1B-168 / SEE TABLES 18.168 / EDGEJEND BUCKSTRIP I_ I DISTANCE / % AND r SEE TABLES T- gyOTHER. BUCKSTRIP /� 1B-160 I SEE NOTE 1. EM0EDM1 ENi � / AND EMBEDMENT' • SEE NOTE 1, ATTACHMENT SHEET I. BY OTHERS. .. •I SEE NOTE 1, •' • r •' SHEET i. MIN 2.7 KSI CONCRETE OR CMU ' FRONT VIEW PRODOCT REVISED SIDE VIEW as complying wilh 1!e I'larm Building Code FRONT VIEW Accepanmm dL o,S ti. t L'xpiren Dalijp'LI INSTALLATION NOTES: M Mimni M6duc1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• 000 • • • • • •• \\ I I I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • • • • • • • • \�� ��t. Y,NPI!I./� �i •• •• ••• • • ••• 0. ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE \>CLN CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • • • • • • • • • FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •• ••• •• • • • •• ND.`,8705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. l6 1U- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • ••• ••• • • • E OF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED • • • • • • • • % .F�u...OP.. ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • i,�1S �r\� • •• ••• •• •• ••• • • ��IVn�-• 1 ••• • • A.LfNNIMILLEF7,�.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • 000 ••• • • i T DETAIL E: N + A MULLION TO MULLION = —1--.125'MIN. INTERSECTION NOTES: a DETAIL C: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' g o MASONRYSTRUCTURE INTERSECTIONS. o n (STANDARD CLIP SHOWN) VARIES �Y w' 2)MAY BE INSTALLED HORIZONTALLY � I L (SHOWN)OR VERTICALLY. 04 \ I TYP.ANCHOR L G "5 C� EITHER THE J I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 F- \ \\ I\h SEE TABLES 1B-130 FOR CORRESPONDING MULLION. z Nm s STANDARD OR \ TOP VIEW OFFSET MULL \\ I I \ MULLION O CLIP MAY BE I I 1 EDGE DISTPNCE J INSTALLED BY \ �\ 11 I :—FOR MASONRY VARIES THIS METHOD. \ 1 I I ANCHORS I #12 STEEL SCREWS. 0 ' \ 1 I I \ SELF-ONANDG USE PREDRILL 1 I /"6 �y�MULI.ION AND USE SMS 0 ca 0 O co 0 m 1n CO MULLION O J F m EXTERIOR _ pd THE OFFSET CIM IS Z U z EDGE DISTANCE g.\\ RECOMMENDED FOR ,T Lu /FOR MASONRY IN FRAMED INTERSECTION \` 0 F- r -A W ANCHORS c d WMDOWS,BUT MAY U-CLIP J U) ALSOBEUSEO FOR EXTERIOR Q Z \ \ OTHER FRAME TYPES. 8 e Z Z d ¢ O TYP.ANOHOR � -'PER SUBSTRATE, d 4 SEE TABLES 10138 SEE SHEETS 2123 fOR TYP.ANCHOR HOLE LOCATIONS � Tr�� PER SUBSTRATE, T BIKKSTRIP � / SEE TABLES IB-138 EDGE % x x W J Y Y FRONT VIEW DISTANCE In 0 // ATTACHMENT X i���'G I� SEE TABLES F' 18138 SEE NOTE 1, -•-1+ 9 Z— Z iO� O EMBEDMENT EDGE O SDISTANCE EETA S SIDE VIEW U O� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10138 DETAIL D: FRONT VIEW SIDE VIEW MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, Q BE TABLES IB-138 A. -,_,CP _ SEE SHEETS Q PR(1UUCT REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 21x3 FOR :.s<nnlplying wish the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE HOLE Building Code CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS Acceplmlce No1�e'YfL l$•63 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� 8xpirati Dote ZOQi) MULLION Q 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. Y —/ Mi 'Delo 1 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE © T ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • FOR STEL ST s TH NEFF��THAN SEE TABLES C)` •./C•� �° • 1%GA MID l'�M`IAN yWIT{�THF *B�ILDING 1&138 FRONT VIEW • COIF D�oOa 8A E us USED. c �• •• AjTA(yME a TH EXTERIQF3• • UJEWPOD Nc R� •• SIDE VIEW _ Ill- AaTEs: .. 816 :<,u,- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD -.�. ST'A G OF ; _ ANCHOR VALUES MAY BE USED. 2)SEER PA.' ADDING MULMONCABYES. • • SyEEjS 5-2Q OCCQUANTRY OF SORES. L'YNNI 4LEf?,P.E. FL P.E.#58705 • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 r DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ANGLE CLIP) (F-CLIP) (ANGLE CLIP) ( oQ SEE DETAILS A-E, 36'OR 95' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL u TO SPECIFIC SUBSTRATES. N MULLION I UWr) O O O O O U o B W_O O _jTOP VIEW g 0 m UD MSIDE VIEW u)TOP VIEW 1 UT~(1)SHOWN WITH I'X 4'X.125' I Z MULLION 0 J I I TYP,ANCHOR F EXTERIOR I PER SUBSTRATE, U g m I I II / SEE TABLES 1580R 168 Z � b I TY ANCHOR I I EXTERIOR i U) RZ /\ LI STANDARD O FIT IE CLIP 1 ' 1 PER SUBSTRATE. Q Z ZZ - MODIFlEO TO FIT FIELD I SEE TABLES 7B-148 — CONDITIONS. I 2'XANGLECLIP.N Z Z Q IT O I I ` 2PER MULLION END,MUST BE Q U Z N r INSTALLED INSIDE OF BAY MULL. F-. H$ W ') gJ. do MULLION I I 1 1 I I O w Q Y Y ANGLE .125' `\ _ \� -- \� ~ Z I i\ ANGLE CLIP, V Q Q O I I 2 PER MULLION END. VIII ¢ Z N (�\\ ` \\ I MUST BE INSTALLED J mO mo I INSIDE OF MULL. €Q. \ �TYP.ANCHOR \.\\ \\\ b PER SUBSTRATE, SEE TABLES 10-148 INTO WOOD, \ i _ STEEL,ALUM EXTERIOR OR MASONRY EXTERIOR INTO WOOD,STEEL, STANDARD CLIP EL ALUM,CMU OR MASONRY MODIFIED IN-FIELD.. EXTERIORGG ©` EEp75. �} _ r'RL'.OUC.T RISVISED O PEP pN ;u complying High Zhu Flwids f Building Cod. A—planc.N. Q Expireliwl D.I. Q# INTO WOOD,STEEL, I ALUM,CMU OR MASONRY 1 EDGE ® © DISTANCE 1 3Y PER de pIOduC( ANCHOR E EDGE DISTANCE—� E NOTES FOR INSTALLATION OPTION G&H: \ `\y�YNIV PER ANCHOR O ••)USE 2 AOIGLE CYPSeEFl.MU:Ll4 EW?&IPS MUST BE INSERTED INSIDE OF MULLION. .fit, '\GEI4.S(. NOTES FOR INSTALLATION OPTIONS F: • • •• • • • • • '.�� /-- •211DETA t:AE-ILII 913-14WOR AN&HOR QUANTITIES AND SHEETS 21-23 FOR HOLE ' I",5's . 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125-MULLION. •�bCA;IQI�. • • • • • • • - I - 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE SCI g 16 Lr,l.� LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ' o '•.,f1.OR\ • • • • • • • • • A..L • �yNj4� R P.E. •• • • •• • • • • • • FL P. !t 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a r ®�n A TABLE 1A X� Mullion capacity Table IbslR2 Ck� < Opening Wldth(for verticely-spamlrgmillons)orOpening Helght(for horizortaly-spamirgt+XAlions) $ o 50 h 601n 701n BOh 901. 100h 120h MOIn 160N gWar rspr7 ng. a w Reclangufer TrepMmg. Rectangular Trap7Tdang. Reclenguiar TnplTderp. Rediingulm Treplydang. Rederpdar Lap7rdang. Rectangul TreprTdeng. Rwaingulu Trep7Ttlarq. ReNenguler TrapRdenO. Ratan T da e 1X2X.126 Loadrlg Loading Loadng LOadkq Loedno Loafing Loadhg LOadng Loafing Loadrq Lowing Loednp Loadlp Loading Loadrp Loadn9 Loedinp Laadnp �2 U Alum.Tube F F F r In F F � L _ InMullion >i �. �. 6 � 1 cN i I IlI - I o W 12h 111.9 108 129.5 372 97.2 408 116.6 725 799 406 107.8 ]21 69.8 405 104.4 319 62.1 406 104.0 319 55.9 408 104.0 SIB 48.6 40a 104.0 319 39.9 LU 409 704.0 319 36.0 106 104.0 519 J W 48N 74.9 S12 85.8 256 621 312 7JA 252 55.3 312 87.0 218 46.8 ]12 W.2 2b 41.6 J12 61.5 2M 57.5 JI2 81.0 211 71.2 ]12 81.0 2M 28.8 712 81.0 2W 23A J12 81.0 2{4 a 50.6261n W.9 261 70.6 211 5).2 281 81.6 228 43.8 261 35.7 17A J9.9 281 52.1 222 55.6 261 30.1 220 ]1.9 261 19.7 21B 26.6 281 /9.7 219 22.6 261 l9.3 219 20.0 261 19.J 21B 11.1 C3 F- M 511n 32.6 217 57.5 207 47.9 247 49.8 102 37.6 247 44.8 199 32.9 247 41.5 106 29.2 247 39.4 194 28.3 247 30.4 197 21A 247 36.1 1B] Iee 247 36.1 197 16.4 247 ]6.1 C0 J C 60h 76.4 200 41.2 170 32.0 200 35.4 I6B 27.4 200 31.3 IBJ 21.0 200 28.8 IBO 21.3 200 27.1 159 18.2 200 25.9 157 16.0 200 25.0 158 7 J = /n m W h 73.1 tel 55.7 155 27.6 181 ]0.3 152 23.7 181 28.9 149 20.1 lei 24.5 146 16.4 jai 22.8 144 16.6 161 21.7 143 Z 7 UJ 661n 2a.e 163 30.8 142 24.0 165 26.1 139 20.6 165 2J.1 116 16.0 I85 21.0 131 Wa f W 72N 223 119 23.J 120 18.5 139 198 11e 15.9 159 17.5 118 J dF U rcZ Q J 78 N 18.9 115 19.7 109 15.7 125 16.6 107 F- J Q N 7eh 1T.5 116 tai 104 Q Z TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: N &O Anchor Ca ltqy Table Ib6 DP ANCHOR CAP.,,,,,,,,, ANCHOR CAP.,,, 1n Suoatreto 2.7k faro,&. 7.3N Cores. Holow CMU Feed CMU PT Wood Melel ( )X(MULLION CAP.,-,- W X 5110'Elw 1/4'sS Eb0 5"""' 174'SS Eke #10 Slee, 612 SIaN 912 Sled anch«Type. Y70'Eko Uitrecon VY Eko uerecan Ulvacon Y16•Eko Uroecon t/4•Eko Wvacon ApgieGa+« UBrecon AggreG+t« screw tos)Screw(GS) screw 1051 USE THIS FORMULA TO OBTAIN THE"ANCHOR v X Q Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Eoge Olslence(hy t' ztrz• t• 2-17 �+re• 1• z•trr +• 2-17 r 3-t7a r 0.18• 0.54' 0'324• ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O Emnednent thnY 1-314' +-Y4• 1-Y�• t•Y1• r 1-1M• +-+//• t-1M 1-U4' /-v/• 1-1N• r 7�8• tare• 1b OPENING,WHEN IT IS LOWER THAN THE MULLION a m-C ��o7�t 2Ancn«a®1.73'Mh.O.C.7 S+eMarO or Oesal dipffb.+)' 790 We 390 We I50•e BBO IDs 16141bs 2701be 2B0Iba 5541W 7101es 3741b 66/1W BIB IOe xlles M21es SW TDs CAPACITY FR OM THE TABLE)OF THE SELECTED �b gpa� 4Anch«s®1.15'Mh.O.C.I elaMero(«Oasell Cup(Fb.2): /801Da 7001be WA WA WA WA J801Ds WA wA WA wn WA 6621es 665 Ma 112[1 pa MULLION.TWILL YIELD AMINIMUM ANCHOR g &'Q' 4 AmM s C Y Min.O C.1(2)2.5 M9%UVI/1Fb.])' 780 t0a leo Ins 580IDa 1550Ibs 1096 iea Slam, Seo los wq Teo Ws Toe the BW iM _T892164 Bez lx WEA 1120_ =CAPACITY WHICH MAY BE USED TO QUALIFY 2 AmhOn Q 0.45'Mint O.C./U131p,Nto.125•Alum.tFb.It WA wA WA wA wA WA WA NIA WA VA WA N/A wA NEA ns aM ADDITIONAL ANCHOR OPTIONS FROM THE 1 Ancn«/F_. 1g.5): 1951ro +95 Wa tzs 1Da 4451ha ezz loc f]s ibe 110 iM l7T Ihs 37o MS -76716. 532 Aft 473 r. 170 1b. 227 ioe leo lee ANCHOR CAPACITY TABLE. 2 AnCh0re®7.15•Mh.O.Cl Fttb(Fb.6): 24(19» 7501b7 NIA WA WA WA 1BOIha WA wA WA WA WA 511 IQs 1/216. 56016a NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE t; FIGURE 2: TABLE NOTES: pRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Florida Ooilding Code •O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --( 1.000" r- AcecptWm No )_ B inti Dela ? 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: Oy, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mimi Jn t'roduct • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125" 0" \YIN A1/4 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 ORECIGf�jI01l�S.I-�LLOI�AND RQQQQQQUT-FILLED _ n\\\' �NS '(�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASW&C-90.WOOD SYALI•BE�RESSUE- ELS r \.:`•' �� E •. r�� FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMIN&SHALL BEe063-TE ANDIBE,b MIWM .125' I C SOT 113 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" HICK4t1%GRUGL).S9RU6TU W.CTEEL•TO BEAT 1"X 2"X.125"MULLION y;: tJo. :. �� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL JjVi Ext.E:D A j,EASTt S(IREW THREADS BEYOND - jj: THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,78.8 S.S.0 10 S.S. N • • •• • • • • • • A.LYNry,1 41(1=8;A.E. • • • • • • • • • • FL P.E.#58705 • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • r $-Ac TABLE2A Mullion Ce ae Table IbsMeOpening W ldth(for varocally-spare rg mullons)or Opening Height(for hadzoraa4-spartnlrtg MLAioris)50 In 601n 701n BO in 901. 1 W N 120 In 140 N 160 in O Reclenpular 7myTdang. Rectangular Tnap/rnang. Rulengular 7rap(TOelg. R.wngu., TreprTdang ReclanWlar TraplTnen9. N.tanc;Ld Trap'Tdang. Reclanpuler 7raprTdang. Racterg�er Traplrlarp. R•clangular TraprTnino 1 X 2 a.3T6 Loading Loading Loading Loafing Loadag Loading LoadingLoading lcadlng Loading Lading Loading Loading Lcadlng LoadYg Loading Lcadlng L.a?ng U Alum.Tubeg6g.,.. g g !f "Mullion � � 0�' � � � �" �' ` � �"$ LU Uj 42 N 770.0 820 170.0 175 151.3 662 In 110.0 478 729.7 682 170.0 606 113.5 662 169.5 518 100.9 682 168.9 517 90.8 662 168.9 517 75.7 66'2 1689 517 61.9 662 168.9 517 68.7 662 1889 517 W481n 121.6 507 138.0 419 101,4 507 1192 410 88.0 507 108.7 403 760 507 1026 399 67.6 507 99.6 397 60.8 507 89.0 788 50.7 507 98.0 306 43.4 507 99.0 398 380 507 890 39601i08251n 103.7 456 114.8 379 88.4 158 99.9 371 74.1 458 90.5 364 64.8 456 94.8 360 57.6 456 81.3 357 ILLS 456 80.0 356 432 456 60.0 356 37-0 458 80.0 358 J2/ 45fi 60.0 358 0 511n 854 400 e3.3 336 T12 400 60.9 326 61.0 400 727 322 53.1 400 67.3 316 47.5 400 64.0 315 427 400 62.3 314 35.6 100 61.8 313 30.5 100 fi7.B 713 267 100 818 313 601. 823 324 66.9 276 519 324 57.5 270 44.5 324 51.2 264 38.9 324 48.9 260 34.6 324 43.9 257 31.1 324 41.0 255 26.0 724 40.5 257 22.2 324 40.5 257 195 721 405 25363 N 63.6 2B1 57.4 252 44.8 291 19.3 218 JB./ 284 43.6 241 376 299 39.8 237 29.9 294 37.1 231 26.9 294 352 232 221 291 J3.5 270 19.2 294 37.1 2J0 168 2B1 33.4 230 J 66 N 48.6 266 19.6 230 390 268 424 225 334 266 37.5 221 29.2 268 34.1 t626 268 31.6 215 2J.4 266 20.8 212 19 5 266 26.0 210 18.7 2B8 27.7 209 71.6 268 27.7 209 72M 36.0 LU 225 37.9 196 300 225 32.2 191 25.7 226 28.4 188 22.5 225 25.6 225 23.6 t62 19.0 22b 22.1 180 15.0 225 20.3 777 12.8 225 19.6 i76 17.7 2'15 78.6 17876 in 30.8 202 32.0 177 25.5 2(T2 27.2 177 21.9 202 23.9 170 19 2 202 21.5 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 202 15.8 158 9.6 202 t5e 158 � V 781n 28.3 1B2 28,8 108 27.8 10? 25.1 185 202 182 221.0 162 t7.7 191 19.7 191 18.t 157 11.2 182 18.8 165 11.6 182 15.2 152 10.1 102 11.1 150 69 782 11.2 150 )"' Q Q \O 901n 18.5 144 19.0 128 15.4 144 11.1 128 Q Z N s- 96 In 16.2 127 15.6 113 8O TABLE 20 ANCHOR CAPACITY ADJUSTMENT FORMULA: W r+> o a Anchor Ca ac Table Ibs ANCHOR CAP.,,d„,�, 04 Hallow CMU Filed CMU PT Waod MI191 (OR-)X( )=ANCHOR CAP. ,, N Substmte. 2 I Concrele 7.5k Caw. MULLION CAP., ,,,. U X Q 3176'Elw 1M'S9 Elco dt8'Eko 1M'SS Eka aI0 Steel all Steel a12 Steel Anchor Type: Me Elco ull-on 1I1'Eko Ulkecon Ulbecw Yts•Elw llltrxon 1/4'Elco UBm m A�.,aIor LAM.n Ag9reaa,o, straw(G5)Screw IG5) 8orew(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Z Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN d N Edge Uistanca Mt r z-uz• r x-v2' 1• 2.v2' 1• 2-1 rC r 3•U9• 2• 0.18• 0.54• 0.724' ACTUAL PRESSURE REQUIREMENT FOR THE m0 s.0 Embedment(N): t-Y4• 1-3/4• I-Y4' 1a1/' Y 1'7!4" 1-tl/' 1.17P t-1l4• 1-171" 1-174" 2' Iare• tale• `°f1°° OPENING,WHEN IT IS LOWER THAN THE MULLION m� 2 Awhan®4.75'MN.O.C.I standard ar Oasel alp(Flg.17 3901b1 390 lbs 150 108 880 W 18N ar 270 ke 200•s 751 Ibe 710Ibe 3741be 68/1Da 0181bs 311 IW 142 m° 'v80•° CAPACITY FROM THE TABLE OF THE SELECTED 4 Anehas®1.15'MN.OC.I StendaN(or Orteel,al,IF..2): 480 we 700 Ibs NIA wp NIA WA 3e0 are win N/A WA WA win ltex Ibe ees lbe 112°lbs MULLION.T WILL YIELD A MINIMUM ANCHOR 4 AnGwrs®3'MN.O.C. (2)2x5 Angle aipa/(Fig.3): 760 Ws 760 n. B80 Ibs 1560 ibs t098 ars 640 m sea Ns WA 76o Ibs 716Ibe 6BO Ibs 7eez ms 8811bs eas lbs 1t2o res CAPACITY W HICH MAY BE USED TO QUALIFY 2 Amh-gi m-Min.O.C.l ULI•,Into.125•Amm.(Fig.q): WA WA WA WA NIA WA WA win N/A WA WA WA win NIA 7151ba ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anchor I FLOP5): IBS Ibs 195108 225 lb. uSlbs 82210n 175 as t101be 1T7 17ss 370IM 18710s 3721ba 4731b6 770IDe 221 lbs 2B0 N5 7N)CHOR CAPACITY TABLE. 2 Anchors 1.75'MN.O.C.I FLIP(Fig.8): 240 lb. 350Ibs WA WP NIA WA 190•s WA WA WA WA WA 341 Ibs 11210! 58016! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCT REWSBD FIGURE 1: FIGURE 2: TABLE NOTES: is coa'plym6 whin dw Fiord$ Ducepl6 Code 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptance No I -OZ � ( • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r--j 1.000' r- Expimtion Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Mirmti !•ro�et FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. I 11 l I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'000 rENqC FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCAT104% L • .375' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30/48PECIFICATp)NS�IIi� LO (#2OL9r-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM(s90.WOt]L7SHOLC P ES UR - T@D No.58705 _ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6663-65 AMD WA 1INI Il AOF.' `� 1"X 2'X.375'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0ta"THICROMAUGE)► IC STRTUR46L SJEEla BE Q 6 n, �I�I LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -;--) '. '/ (;7_ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. '-'(} Sl"„ff: F,tomo • • • • • • • • A.LYNN MILEE1I,P.E. • • • • • • • • • • FL P.E.#58705 al ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• v � TABLE 3A _ Mullion Cap; Table IbsfR2) Opening Width(for vertically-spanni mullons)or Opening Height(for horizontally-spanning Mullions) SOIn 80In 701n Op In 901n 100 In 1201n 140N IOON C; 0 Rec4ngdar Trap77nen9. Rectengdu TraplTdalg, Reoten0ulr hep/7deng. Reclen011er TrepRdallp. Rectangular TraplTdeng. ReclagNar Traprrdang. Reclen9ulr hep7Tdenp. Rectangular Tnp7TNng. Reclenpdr Trep?dan9. kn SE 4:0 1 X 2.76 X Loading Load Wading Loading Loading Loegrp Loadnp Loading LoadNO Loadng Loadng Loading Loading Loading Loedrp Loading Loading lnadnp o a; .376 Alum. P a' Tubor�n �^ Mullion � _ � _ _ �Til, F E E m}$1.$t5T 6 Til� s }fit. ,��e }�' s8f¢, }efj$ aaz odidn �i d f8 d rc i� d � d8 n: a d d8 O W 42N 170.0 820 170.0 !75 170.0 7!! 170.0 176 170.0 abe 770.0 508 170.0 092 170.0 619 1700 1116 170.0 521 170.0 1210 170.0 521 148.7 1301 Woo 521 127.5 1301 170.0 621 711.6 IS01 170.0 621 J W J IB In 170.0 708 170.0 62{ 170.0 BSO 170.0 584 170.0 992 170.0 510 170.0 1111 170.0 661 151.8 1139 170.0 877 1388 1139 170.0 880 113.9 1139 170.0 Bao 97.8 1139 170.0 660 65./ 71]9 170.0 660 m A Q) 50.625 In 170.0 747 770.0 587 170.0 e% 170.0 871 +e7.B 1032 170.0 664 148.8 1032 170.0 727 170.3 ID72 170.0 747 117.! 1072 770.0 758 97.9 1032 170.0 758 83.9 1032 170.0 758 73.1 1032 170.0 756 W '0 o O $/In 170.0 797 170.0 812 181.7 007 170.0 691 116.2 907 161.7 770 120.9 %7 162.5 720 107.5 907 145.0 714 95.0 907 111.1 710 80.6 907 140.0 709 69.1 %7 140.0 709 60.5 007 110.0 709 m O ~ M BO in 111.1 735 151.5 625 117.8 775 130.7 611 lo0A 735 118.0 599 a6.2 735 1062 590 78.4 735 99.5 663 70.6 735 95,1 518 5a.8 735 91.8 511 50.4 735 91.0 574 44.1 735 91.6 574 O J 63 in 121.9 668 130.0 610 101.6 688 111.5 657 87.0 668 BBA 147 76.2 666 90.1 618 67.7 BBB 63.9 671 80.9 088 70.0 528 SO.e 660 76.0 $21 47.6 868 75.8 521 70.1 666 73.8 621 C) m 65N 108.0 501 112.1 522 e6.J 807 06.1 511 75.7 607 85.0 501 65.2 607 71.1 493 58.0 607 71.5 406 63.0 907 67.6 IBUJ I 11.2 a0/ 63.1 476 77.9 801 82.7 471 37.1 807 82.7 471 Z IL $ W s` 72N 01.8 310 [443 88.0 510 770 134 58.3 10 64.3 120 51.0 510 57.9 1% 45.4 510 63.3 413 40.8 SIO 30.0 408 34.0 510 45.8 102 20.2 510 14.4 3% 25.5 510 44.3 _L991 J p b 76 N 09.4 158 87.8 456 61.7 392 49.6 458 54.1 365 43.4 458 40.6 376 78.8 158 M.B 977 31.7 458 41.6 369 28.8 156 37.7 782 24.8 ISB 36.0 759 21.7 156 35.7 35 Q ?d 78 N 64.2 475 53.5 435 56.6 373 45.9 435 49.8 366 40.1 135 11.7 360 35.7 435 40.9 355 32.1 435 38.1 351 2BA 435 74.4 311 22.9 135 32.8 311 20.1 135 32.2 330 H.. Q 0 90N 41.8 327 K.0 327 76.4 265 29,9 727 31.8 280 26.1 327 28.3 276 21.2 727 25.7 271 20.0 127 23.7 268 17.1 727 21.0 282 11.9 727 19.3 268 Q ^ Z My O %N 34.4 281 28.7 287 29.0 252 21.8 207 20.0 216 21.6 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237x 01081n 24.2 227 202 227 2DA 201 17.3 x27 16.0 196 MA 227 18.0 1% (n U h W r 111 In 22.3 215 22.7 104 15.6 215 19.1 101 15.9 215 18.8 188 N (0 U) 120 in 17.8 181 17.9 101 U x Q O O TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: a. Z.N (4 Anchor Capacity Table Ibe D ANCHOR CAP.s,,,,,, ANCHORCAP-,,, � Sv061R1e 2.7a COrICEN1 3.51,Cone Hollow CMU Filled CMU PT Wad Melal ( )X( > M -'l 518 Eko 114'SS Eko 5110'Elco 1l/'SS Elco 810 Sleel #12 Steel #12 Steri MULLION CAP.,,",,TA ,� o �� Anelwr Type: 3116'Eke Ullraca 114'Elco Ullracon 918'Eko Uleacon 1/1'Eko Uracm A99reGelw Unraca AWreGetar screw(G5)screw(GS) Swaw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns ulvxa EdOe Dislanee(N): 1' 2-12' 1' 2-irz• 3.176' 1' z-1rY 1• z-Ire r 31/8' 2' o.1e• 054' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment pay 1-J//' 1.314" 1-Y4• 1-3/P 2• 1-IN' 1.11. 1.1(1' 1-714' 1414' 1-111' 2' 1-]IC 1-are• letka ACTUAL PRESSURE REQUIREMENT FOR THE x Aned«e®/.is'Min.O.0 191andrd«OlraN ab(FI9.I): 3%Ns 1%Ibc 1501. 9%I. 1834 Ne 270 Ne leo lea JS/Na 71O bs 3711. 8841. 946 I. 3411b6 1121. 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE OF THE SELECTED 4 Anerexe f3 1.16'Mln. SbiWrd(all OBaeq Cnp(FiO.2). 4801. 7001. WA WA WA WA 3801. WA WA WA WA WA 6821. BB51. 1120 ks ( ) /Aneb«a®3'MIn.O.C.I(2)215 Angle asps!(Fb.3): 780 hs 7801. m ke IMc lye 1e%lea SIo Ne 56015, WA 760 I. 7181. SWIM 1e9z 1. 682 roa %s 1. 11X1 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Atchaa®0A5'MN.O.C,I ULJb,Nlo.725'Alum.(Fig.4)'. WA WA NIA WA WA WA WA WA WA WA WA WA WA NIA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ara;Igrl FLbp(Fq.S[ 1951. 1951. 725 W NS Ns 8221be 17510. 1401. 177 be 7701. Ig71. 3321be 473 be 170 be 227 1. 2609n ADDITIONAL ANCHOR OPTIONS FROM THE 2Anedwese 1.75'MN.O.0 FF{11p(Fp.B): 2401. 330 W, WA WA WA WA 1901. WA WA WA NIA WA 341 Ibs 1421. SBO ids ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as-.plying W'1th Ida Florida Building Code (p��•l l$ Acceplonm No FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000" HaPin lion Date QQQ 1 • • LOADING • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON . Oy• Mi ti de Product Oo11he1 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 1/l/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: •• ••• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TOIBCALE.FOREXAGT[:MEWS�tyJS.IEESH4Tf21.23. 2.750" • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMRJSIONAL R86TRI($IpNS�H N N E S 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOC•ATI NS.• : : `•: •• hlo.957051 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACMI SP&t;ATIOA;HOLLUW ARD MOLD FILLED .375' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED --11 g�l 6 L FIGURE 4: FIGURE 5: FIGURE 6: /C YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" I '�\� s;,I E IF �V THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75'X.375*MULLION �•,'�;�'•., C ORIDP•' IIDI1 II I1�_ II LEAST.125"THICK AND A36.ALL ANCHORS INTO MET:L AILD EXTENS MEAS)3 SCREW TIJREADS@EYOND �``Sa •1 •. I I I I - � • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MA16gE S EL.18-8 S.SI�R� 4i St i • • • ,/A.,41'N�)f�`�l,�R,P.E. UU--UU • • • • • • • • • e FLA' 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • •• w• • a • •• •• • • • ••• • • TABLE 4A • �X Mullion Ca 1-0Table IbalRi Opening Width(tor lerfira spemirg morons)or Opening Height(for 7nnzontekSPI)rNrg mt/golts) o SOIn BO In 7o In eo N 001n 1001n 120 N 1401n eo N Raola Y haplTde R«tut ler Trep/iderq. w ft«lengeler Trep?darq. R«lengdar TrepTdang. Rectangular hepRberp. Raclargdar Trapmmg. R«lenguler heplTdang. Raclanglrt hap/idang. R«Ianp1• hapRdang. ngd ^g W o F.2.15x cY U Loading Loading Loading Loading Loading Loadng Loading Lading Loading Loading Leading Loading Loading Loading Lcadng Load Lading Lodrq Ln m. a a 2> . 2> T51 'i a a '5 JnF _ T5! ! a2' £ _ _ga $ yy @@ N19 d Q P � �. g. ?� � L3 �. � R p• �B €eon ~ g � � � � _gig o UJ J W J W 1-N 170.0 azo 170.0 as 170.0 7u 170.0 470 i7o.o age 170,0 sea +70.0 992 +70.0 519 170.0 ++1e 170.0 521 170.0 1740 170.0 521 170.0 1466 170.0 521 158.7 1e2o 170.0 sx1 139.9 1620 170.0 szf = _ 46N 170.0 708 170.0 524 170.0 850 170.0 561 170.0 992 170,0 630 170.0 1133 170.0 661 470.0 1275 170.0 871 170.0 1417 17oo 980 141.7 107 170.0 090 121.5 107 170.0 880 106.3 1117 170.0 880 � ��6 (n O 50.025117 170.0 7N 770.0 563 170.0 086 170.0 931 170.0 1016 170.0 li8< 170.0 1195 170.0 723 162.6 1285 170.0 747 148.] 1288 110.0 756 121.8 1288 170.0 758 101.5 1288 170.0 758 01.4 1288 170.0 750CD 54117 170.0 7B7 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 603 133.0 1130 170.0 637 120.6 1130 110.0 856 100.5 1130 170.0 B61 8e.1 1130 170.0 961 75.3 1130 170.0 801 rn F- J 60 N 170.0 685 170.0 701 148.5 915 102.3 701 125.5 915 141.5 7!8 109.8 015 f 32.] 735 97.8 915 127.9 720 87.9 915 110.5 720 73.2 915 114.4 715 82.8 015 111.4 715 51.9 015 114.4 715 2 U 63 In 151.8 870 181.9 710 128.5 a70 138.9 891 1085 030 123.2 681 94.0 830 112.2 670 94.4 830 10/.8 882 75.9 810 99.1 B56 63.3 930 91.5 wB 54.7 030 94.1 e40 47.4 830 91.1 619 w86117 132.1 767 140.0 850 110.0 757 110.8 B36 Bl.3 757 105.9 82! 82.5 767 99.1 611 73A 757 89.1 806 80.0 757 64.2 600 55.0 757 79.0 593 17.2 157 78.2 591 41.3 767 78.2 591 31 J J� oZ 3 72117 101.7 878 106.8 552 81.8 830 91.0 510 727 8]6 60.1 530 87.9 8]8 72.2 521 56.5 818 06.5 51! 60.9 878 82.3"1119 57.2 500 19.3 638"11M 876 55.2 197Q V78117 8e.5 571 80.1 {D0 72.1 571 re.e488 8. 57101.4 170 5l.1 571 80.8 471 46.0 571 55.5 184 132 571 51.81 17.0 451 30.9 571 571 M.5 !18 42 81.4 471 68.7 512 70.0 !85 57.1 512 62.1 458 50.0 542 55.7 449 44.4 542 S1.0 442 40.0 542 47.52 42.9 42B 28.6 540 602 10.1 123Z8O90 N 52.1 107 53.7 3B1 404 401 15.4 355 37.2 401 79.8 319 32.5 407 35.1 34] 28.6 407 32.1 37828.0 407 20.87 28.1 327 19.8 403 107 23.0 319X80 N 12.9 358 14.1 120 35.8 358 17.2 311 30.7 7 . 309 26.0 358 26.6 301 2J.8 358 20.1 300 21.5 350 24.08 21.0 ZBB 15.3 35 W I, I OB N 70.1 28] ]0.1- 255 25.1 283 25.9 251 21.5 263 22.5 217 16.6 283 19.0 2M 10.7 203 16.0 210 15.1 2B1 i6.5 n Y in Y 111 N 27.5 267 28.3 242 23.1 281 23.8 238 19.6 267 20.5 235 17.3 287 18.7 231 15.1 281 16.5 228 U X Q O O 1201n 22.0 229 21.7 20B 10.] 22B 19.8 205 15.7 220 16.2 202 j2' .' Z ANCHOR CAPACITY ADJUSTMENT FORMULA: 9 .i m0 sQ TABLE 4B ANCHOR CAP.,,,,,,,w, €�m� Anchor Ca act Table Iba pp_)X/ ANCHOR CAP.,,, Sumtrale' 2.7k Conctge 35k Conc. /bBox CMU Fled CMU Pi Woad Metal ( `MULLION CAP.,.o.,..�.�- SI16'Eko y18'Eko UI9xa 1//'Eko Ullracm 1/1'1-9 Eko 5/18'Elco 174'SS Eko N10 Sleq N72 Steq N12 Slee) Anna Type: 3/t6Eku Ultmon 114'El,U19«1-1 tatr«a ApgnGator Upnoa A99reoalor S1-051S-051 Suaw IG51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cllp Patterns CAPACITY REQUIRED'CORRESPONDING TO AN 6690 Oia1anca int: r 212 1' 2-In• 3-178" t" 2-1 Q' '' 2-ire r 31/8' r 016 054 0]24 ACTUAL PRESSURE REQUIREMENT FOR THE Em6eynenl(I-) 1-y4• 1-y1-' 1-y1-' I-yr r 1-114' 1-u4' 1.114• 1-114' tau' 1-114' r aye' tale' vrws OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anclars®1.75'MIn.O.C.7 Slenbxd or Oeaq OIp(Fq.11' 3901m 390 ba /5o Ina ego am 1811 w1- no an leo IW 3541m 740 w1- 77/lea ea4la ws lea 1.1 Bm 1421°° lbs CAPACITY FROM THE TABLE)OF THE SELECTED IAnotwra®1.15'MIn.O.C,7 Standard(a OmaO CAp(Fq.21: 480 bs TOO lb. WA WA WA WA 3801m WA WA WA WA WA 892 b4 71 H2O Im MULLION.T WILL YIELD A MINIMUM ANCHOR 1 Ancrore T Min.O.C.I(2)205 Angle Alpe I(Fig.17 leo be leo IN t160Im t560Iba ta96lm xo lm S6o 11- wA r90 la 7181m ee01m 1802 ib. 602 u1- 71250�W CAPACITY WHICH MAY BE USED TO QUALIFY 2 Ano7m D 0.45'Min.G.C./U1xq,Into.125'Abm.(fq.p: WA WA WA WA WA WA Wa WA WA WA w1- WA WA ADDITIONAL ANCHOR OPTIONS FROM THE 1 ArwMr/Fc1q lFq.5)' 1951170 1951os 2251bs 4451m ail Iba 1351m 1401m 177IDs 3701m 1871m 3321m 117 ba 170 b4 221 Ina 2B0 W1- ANCHOR CAPACITY TABLE. 2 Amnon®1.15'MN.O.CI FLtip lFq.Bi 210 bs 350ba WA WA WA WA 19010 WA WA WA WA WA 3411m /421m 5901ba PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. U coniplj1di.S l06 wuh the b2j Uui1An6Cade l(0'o2►lSao3 Acoeplonco NO q,Dal FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000' Expiration Date / • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mr,un r "Il /717 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��\gyp ..... ,-.'(e'00 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT IMENSIONS•SEE 1cy,tET 21.3. 2.750' • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT�IS SHO�htON•Si F TS I- ••• •• _ No.J8705 FFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • • - r •• ••• •• • • • •• ¢ / ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .650' ->;) �� U �� LU` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED %��'• STAt DF :•W FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6W3-T6 AND BE A MINIMUM OF.125' C, - D--iT THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAyG4,$T8UCTUR 16%EEL Tp BE • • LEAST.126' THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATi-FASi3 SCREW THREADS BBKOND • • •1'X2.75'X.650'MULLION S/OUN- THE A-THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 4101S.S. • • • • • • • • • • • • • • • • 1/1111�`11� • •• • • • • • • • A.LYNN MILLER,P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A Mullion Capitalty CapitaTable Ibst!V Opening Width(for vartica*sp6rtnirg mullions)or Opening HHght(for Fadzonlally-spallrirg mullions) 501n 80 in 70 inVR*d-d1jr 1n BO In 100 in 1201n 110tH 180In o o � Rectenyder TrepTnerp. Reetmgula P.prrdanp. Raclm•dar TraWTd.W. TraWrdmg. 11.1.9ul• TIaWTd-V. Rw-glu Tmprrd.g. Rectangular TWTdang. RectanOw Traprrderg. Reclm9ulm Trapfrdmg. o: 1"x 3.146"% LoadnO Lwdnp Lwdnp Loadnp Loa6llp Loadnp LoadnO LoWn9 Lwdnp Lwdrg Lowing laadng Laadrg Lwdn9 Lwdng Loading Loadnp p� U .600"Alum r11 Ti ;; il Z• B 2 1. � _! 1..1-h ra $D .Fd',.Tube Mulle � 5 J�' € �. $59 5 ial 1 i ! I �� 1 5 �' J W421n 170.0 820 170.0 415 170.0 iN 170.0 478 170.0 568 110.0 506 170.082 170.0 519 170.0 1118 170.0 $21 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.1 1802 170.0 521 J W /B In 170.0 708 170.0 521 170.0 650 170.0 561 170.0 892 170.0 610 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 151.7 1577 170.0 880 135.1 1577 170.0 880 118.2 1577 170.0 880 50.8251n 170.0 747 170.0 587 170.0 588 170.0 871 170.0 1018 170,0 554 170A 1185 170.0 723 1700 1345 170.0 747 170.0 1494 170.0 756 111.7 1495 170.0 758 121.5 14D5 ITD.O 758 108.3 1185 170.0 758 O" 0 C. 54 In 170.0 797 170.0 012 170.0 056 170.0 BB1 170.0 1116 170.0 754 170.0 1275 170.0 807 188.1 1101 170.0 537 1{9.5 1401 170.0 658 121.8 1101 170.0 881 108.8 1101 170.0 881 93A 1401 170,0 881 Hco j 60TH 170.0 885 170.0 701 170.0 1083 170.0 787 158.5 1156 170.0 878 138.7 1150 187.0 026 123.3 1156 156.5 917 111.0 1158 140.7 010 92.5 1156 144.5 907 T8.3 1158 141.5 BOJ 69.4 1158 il1.5 003 � , 871n 170.0 970 170.0 745 158A 1018 170.0 850 137.0 1018 155.5 850 118.8 1019 U1.7 618 tO6.5 1049 132.0 638 95A IOIB 125.5 628 79.9 1049 119.3 620 65.5 1049 IWO BIB SB.9 1018 118.9 819 Z U f. BB h 186.6 855 170.0 769 130.0 955 151.J 801 119.1 955 131.7 788 101.2 955 LJ 121.! 776 82.8 955 112.6 785 67.1 055 TOB./ 757 09.5 855 BB.B 719 59.0 955 BB.7 718 52.1 955 08.7 716 ? EL 'i S W o _ S J 721n 128.5 603 1319 89T 107.0 80'3 114.4 882 81.8 803 101.1 870 80.3 807 91.2 BSB 71.4 803 03.9 649 64.2 603 711.8 642 53.5 803 72.2 632 45.9 603 89.8 628 40.1 807 J J O O Z lz ZZ 7 70 D 108.2 721 114.1 629 91.0 721 97.0 618 76.0 721 85.1 005 88.1 721 78.5 SBS 60.7 721 70.1 588 54.8 721 65.1 57D 15.5 721 59.1 SOB 39.0 721 56.8 501 34.1 721 58.1 583 F Q N o 761n 101.0 681 1051 598 81.2 881 68.1 587 72.2 664 76.1 576 6J.1 861 70.1 SBI 58.1 684 54.1 558 50.5 884 SB.B 551 42.1 881 51.1 541 38.1 661 51.3 578 31.8 884 50.8 531 Q Z BOM 85.8 511 67.9 158 6{.6 511 57.3 MB 47.0 5100 4 50.0 440 U.1 511 44.6 433 38.5 514 40.5 427 32.0 514 37.3 421 27.1 51! 73.0 112 21,5 514 30.4 108 20.8 514 20.0 101 a p uw X BB In 54.2 452 55,7 401 45.2 152 47.0 JBB 36.7 IS2 40.8 300 JJ.B 452 78.1 381 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.8 365 10.4 452 24.2 359 i6.B 152 ?2.8 355 fn o W 1061n 75.1 357 36.9 322 31.7 357 J2.7 317 27.2 J57 T6./ 312 23.6 357 25.2 J08 21.1 35T 22.7 303 IB.O 357 T0.8 299 15.9 557 10.0 293 17.6 357 18.2 287 11.0 157 15.0 2117 Y Y 111 In 35.1 338 35,6 798 28.2 536 10.1 501 25.0 378 26.1 288 21.8 338 23.1 292 10.5 338 20.8 286 17.5 316 10.0 261 11.8 3J6 18.5 276 12.5 730 14.8 213 11.0 376 1J.6 288 1 M 1201n 27.7 269 28.2 267 73.1 289 23.7 250 19.8 269 20.5 258 17.3 269 18.1 252 15.4 288 10.1 240 17.8 289 14.8 218 11.0 269 12.6 210 0 B 288 11.4 238 6.7 288 10.4 232 a c X Z,.11) L TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8� 0 � Anchor Ce aei Tebla Ibe rANCHOR CAP.,b,,,,, ANCHOR CAP.,,, �of-"r 6006UMe 2.7k Co rde 35k Cc11c. wo-CMU FMed CMU PTWmd Mda (OP)X`MULLIONCAP.,,,,,,,.,,,�- YI6'Elco ird'SS EICo 5'16'Eko IIP SS Elco 610 Steel e1281eel 1112 Steel Ancnm type 3'16'Elco 116ram Vr Ek0UY2con u0racon mw Elcou"Mm 1/4'EkoUft- AUSG,lor UYracm Ag2leGdor screw(C>5)Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Patterns Edge D,Iarte M} P 2.1/2 r 2-v2 3-I/6' 1' 2.u. r 2-112• 2 1136" 2 ole• 0.54• 0.324' ACTUAL PRESSURE REQUIREMENT DIN G TO AN Emmarmt n ty1 1yIr I.9I/ 14 r 2' 1 V4' 11//• 1114, 11/4, 11/{• 1114• 2 t-y6' 1yr Sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncDOrs®1.75'MI n.o C./SIaMaN a OOuI CYp(Fl9 1T 30D IM 790 Dc 450 Ds 500 Ds 164/16, 770 ros 280145 361 los 71D ice 371 Ws est Ibs D16 Ax 311 ros 412 m fb0 Da OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Alrtlon 5.75'Mtn O.C./SIan07N(a OrBN)CYp(Flp 77 180 Ds 70010s NIA WA NIA NIA 300 tbs NIA wA I+/A wn I6A sSZ ros ees Yn 1120 ua CAPACITY(FROM THE TABLE)OF THE SELECTED IArcmrs®3'MD.O.C.I m2,SArgkCgs!(Flg 3} 780 bs 780 ft 680 De 1560 De 1B961Ds 610 Ds SW lbs wA 7601W 748 Ds BBO IDY 1�99Iba W2Ds BB51Ds 112010, MULLION. T WILL YIELDA MINIMUM ANCHOR 3Anclnn®0.15'Min OC.I U4:Yp,IMo.125'Alum.(FI¢4J N/A WA NIA WA N/A NIA WA NIA WA NIA WA WA NIA WA 10731ba CAPACITY WHICH MAY BE USED TO QUALIFY 7 ArtID<I FCMp(F1p 5} 195 Ds 195 De 275 Ds a5 Ds 522 wa 135109 1d0 ws 577 bs 37014t tel ros 332 305 173 Da 170 IOs z21 Ds zeo Da ADDITIONAL ANCHOR OPTIONS FROM THE 2 An07prs®1.19'Min O C/FLY 9 6} 2'10 D3 350 ros NIA WA IIIA N/A 100 Ds NIA WA NIA WA WA 311 D, 112145 560Ira ANCHOR CAPACITY TABLE. PRODUCT'REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a%aunplyin6 lviur 11w Flori&k 1-1.000"-I Buildin6Coda ( 21194.3 n<rplan<e No 6 FIGURE 1: FIGURE 2: TABLE NOTES: 8 it tann Dale QO2( 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. hti Dedo ppgducl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11(1 l I I I l l 1j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WgjHS4,fyLOWA%E. • • ♦ • 3125" � O FIGURE 3: "'Cc n)g`' . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXA4 DIMENSIOKS.SEi fiHEfiTS i1.2� c • <<? -.1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTeO.S SHOW N ON S.EEV 2+23:• •• _ No r F1705 170 F_ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- •• ••• •• e e e •• - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED :�0, FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" • • ((VX.5' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18(NkL OEy 9TRUCTlX3l.L•S7EEt TO BE AT • 1'YX.5'MULLION -'L�;� y,... . LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWRE�DS$EYONd rVFMULLION) • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8�Sy OR 4=0 S.S• • • • • • // Si • s �j)•,t��" `"� � • •• • • • • • • • A.LY{�NIMILLER,P.E. ••• • • r ••• • FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • r r TABLE 6A ® ;;R Mullion Capacity Table(lbs7H) �te Opening Width(for ver iceBy-sparring mu ilons)or Opening Help ht(for horizonte)y-SpaMng mullons) yT a _50 in 601n 701n I PoIn 9I 1001. 1201. 140 In 1601. a Rectangula TreplTIeno Recleno T. .0 Rectmgula TreprRieng. ReclaVAer TropRdarq. Rectangular Trep/Tderq. ReclargJer Trep/Tdeng. Raclengula Trep/Tdenp. RectarigJar Trep/7daq. Raclengular TrepRdan9. oYq U 1 1(4 X.126 L.-ft Loafing Lwdn9 Loading Loadiq Loading Lwdnp Lwdn9 L.*Q Loedng Lwdng Loading Loedw Loadn9 Lw Mg Loadng Loading Loadn9IL Alum.Tube �. •^ ,- FO,. N MullionT,111H in 1i T9.519111 421. 170.0 620 170.0 435 170.0 7K 170.0 478 170.0 6118 170.0 we 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1166 170.0 621 115.8 1489 170.0 $21 127.8 H19 170.0 621 O W 481. 170.0 706 170.0 521 170.0 850 r170,0 564 [147,91042 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 156.3 1707 170.0 660 130.3 1703 170.0 860 111.7 1307 170.0 880 97.7 130J 170.0 fiPo N O 50.6251n 170.0 7!7 170.0 593 170.0 898 631 r1444.4 861 170.0 1195 170.0 727 156.1 1235 170.0 747 110.5 12]5 170.0 758 117.1 1275 170.0 766 100A 72]5 170.0 758 67.6 1278 170.0 756 W O F- SIN 170.0 797 170.0 612 170.0 956 891 764 154.4 1158 170.0 603 137.2 1158 170.0 837 723.6 1155 170.0 656 102.8 1168 170.0 861 66.2 1168 IT0.0 IBI 77.2 I15B 170.0 BB1 m (0 0)1n 170.0 885 110.0 701 166.7 1012 797 6]2 125.1 1542 1{8.7 815 111.2 1042 176A 801 100.0 1042 130.2 781 87.1 1542 125.1 782 71.5 1042 175.1762 62.8 1042 125.1 782I-631n 770.0 970 170.0 715 151.2 992 876 798 113A 892 171.0 782 100.8 992 121.! 766 Po.7 992 111.1 758 76.6 992 108.! 745 54.0 982 108.0 741 38.7892 1540 7H661n 165.1 947 170.0 789 177.8 917 788 786 10JA 547 117.7 752 BI.B 847 100.7 771 82.7 917 102.2 777 869 817 95.1 71J 691 547 54.0 711 51.7 817 91.0 711LLI 1. 721nLL 135.9 549 112.7 737 113.2 549 121.6 722 97A 619 708 84.9 549 98.4 696 75.5619 547 866 67.9 549 82.7 BTS 68.8 MD 76.7 659 10.6 549 12.6 652 12.6 MD 72A 851T6N 116.6 762 120.7 665 98.7 762 102.6 852 12.5 782 MO 72.2 762 60.9 629 64.2 762 74.2 620 67,6 702 69.2 613 48.1 762 62.8 602 41.7 782 69.9 697 38.1 762 59.4 595 Q J d, 5 ~ J Q N t7 TB In 108.9 72! 111.! 671 89.0 724 54.6 621 78.3 721 82.9 609 60.6 724 74.1 699 58.1 724 68.1 591 r_13 fi3./ 617 11.6 721 57.7 577 38.2 721 54.3 667 37.4 724 6J.6 665 Z) Poln 89.8 6U 71.6 183 66.0 543 60.7 471 49.7 543 62.9 466 U.5 543 47.1 158 38.6 543 176 U2 79.6 148 29.0 547 31.9 U6 24.8 543 32.1 470 21.7 547 JO.T 426 Q Z O 96 in S7.] 476 55.9 427 47.8 478 19.7 119 40.9 476 43.2 412 35.8 176 38.S 408 J1.8 476 MA 100 32.0 395 27.9 178 26.1 386 20.3 471 25.8 J60 I7.D 178 1A.2 378 U) N oO f- 1081n 10.3 377 11.1 311 33.5 777 34.6 335 26.6 371 70.0 no 2b.2 777 28.8 725 22.! ]7T 21.0 321 22.0 317 18.8 377 19.0 310 14.1 J77 1T.t 354 OfXV In Cn111 N 37.1 357 37.6 32J ]0.9 357 31.6 J18 28.6 757 27.6 713 23.2 357 2!A 309 20.8 J57 . 20.1 301 15.1 757 17.{ 291 X Q O 0 1201. 29.3 306 28.8 279 24.5 308 25.1 274 21.0 306 21.7 270 15.3 306 I. 287 18.7 308 17.3 283 /44 In 17.0 212 17.2 195 0.S! Z m0 5:Q TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acl Table lbs PTV Mem (DP,)X(ANCHOR CAP,,,,,,,,,, _ ro No1ow CMu Feed a4u \ ANCHOR CAP.k, Subatmb; 27k CprcrNe 3.5k cont. MULLION CAP.,.W,,.E 5116'Eko1/4'SS Eko 5/18'Elco IN'SS Eko 610 Sl- 912 Sleel 972 Steel Anchor Typo: 3/16•Eko Ulbecon W Eko UlBecan UlDecw 3H6'Eko Uurecw ;�It�Elkco Utt-an AppreGetar Ultmcw Ag9reGetor Screw(GS)Screw(GS) Saew(35) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge paleroe(1.y r Zan• r Zan• 3-111• t• 2-in• z-1rz' 2• 3.1/8" 2• 0.48• 0.54• 0 324' CAPACITY REQUIRED'CORRESPONDING T O AN Ee D.M.enl(1.7 x311• t-3•/• 1al4• 1.314• r 1.1/4• 1-In• 1.111' FU1• 1.114• I-w• 2' tale• 11/6• 1154• ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ar,eMis 94.75'Min.O.C.I SlendaO orORel CNp(Fig.162)' 3PoIbs iso lla /50 b1 BPo lea 16441M 270 IN 2801bs 354 be 74071» 37d I0e 6841w 546 roe 341 r. +121w 580 roe OPENING,WHEN IT IS LOWER OF THETHELECTEN 1 Anclwm 9 225'Mn.O.C./elendard(a 61 C CIp(Fq.3): 700 9>s 700Ibe SBO IDs 1410154 9521w WA SBOIW WA 6307ba WA 980]be WA 682(b. M51w 1120 As CAPACITY(FROM THE TABLE)OF THE SELECTED BAnohom®1.15'541..O.C.I$6YMWd(a Ohey Clip(Fig,4): D60 bs 1100lbs WA MIA WA WA 76010• WA WA WA WA WA 1353 ba 1770 bs 22/01ss MULLION.IT WILL YIELD AMINIM UM ANCHOR 4 AnehOts @ 3'Min.O.C./(21 Zs5 An01e Caps/(Fig.5): 7B0Ibs leo 9m 8009u 1580lea lase bs 540 roe 550161 WA 760 V. 7481be 5801bs 18921w 682 11. M510e 1120ID/ CAPACITY WHICH MAY BE USED TO QUALIFY B Anergn®7'Min.O.C.ITL)215 Anpk Qips/ffq.e): 1170lbs 1770bs 1020 ba 234 JIM 2e441bs St01W e401ee WA 11401Ds 1122W 1320 De 20381N 10229x+ 13271bs 1680 bs ADDITIONAL ANCHOR OPTIONS FROM THE /Arc6 A.h-a 3"Mn.O.C.1(p,Nlo t25'AUm.IFq.7). NIA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1p06u ANCHOR CAPACITY TABLE. pRCX7l1C'I'RF,VISGD 2 Ancllom®2.25'MN.O.W FClip(Fig.6): 750 be am 10.3 290 IM 705 Wt 4761W WA 2Po IDs WA 315 bs WA /40166 WA 547 Ba 1121bs 5Po Iba as complyinb wiN the FIo1i� l Anolrom IAS"M1..0C/Faq(Fq.97. 480 ba 70011,e WA WA WA WA 3Po lea WA NIA WA NIA WA BB2 be 86516n 11201W Building Code '1 1.000' r ne�pta••71,1(0-b218,o� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date QQL( TABLE NOTES: By Miami Jo fro�rllb� FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURE8: FIGURE9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE . • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.•• ••• • • • • • •• :,\��```\'.CENS7�!'lee f� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTMVND/O%0:EN1NSNID?HS9SAN.ONABLIE �- • • • • • • ••• • i(', • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT jOSCAIF faR E (f DItv1 10 S, E` �fS 21-23.HOLES 4'000' _ ;.I,7.,iS7U5 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN§HE?TS 21 23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO BCIJ$PECIFIC(4T�O�JS.µHOLLOW AND GROUT-FILLED ;.()n:• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM T A LL``90.-T5 Aj1}}55HA � PRESS ME-TRE(IfED YELLOW 125" •.,/10R7U�"••`\('� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM MALL yE 606375 AND BFI M IMUM F.'r15" I .STEEL ,��%% �(lnl7\1-(-`\•.� STUDS TO BE A MINIMUM GRADE 33 AND.045•TACK(18 SAUG�).SGRUCTURALGTE(-IL TO AT 6EA .125"THICK I I I 1 L 1 AND A36.ALL ANCHORS INTO METAL SHALL EAEND AT LEAST 3 SCREW THOtEA*S BEYOND THE jtATCRIAL.#10 8 1"X 4"X.125' A.LYNN MILLER,P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. #12 ANCHORS INTO WOOD MAY BE STEEL,18-�S�S�OR 00 S.S. • • ••• • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A F Mullion Capacity Table Ilol Opening Width(for vertically-sparring mueions)or Opening H•Ight(forhodzonisly-sperWngmumlons) 701n saIn 68In too in 1201n 110 in 160 In '4£ 5O In 80 h d 1 x 4 x.376 Ra<bnpular Lep/Tdeng. Recl•lylar TreplTdang. Raclengular Tnp7Tdang. RaclangWar Trap7Trlang. Rectangular Trep/Tdang. Reetang lar Trep/Tdang. Re.tengula irap/Tdenp. Reotrgaer Trepliden9. Rectenylar TrepRden9. a I.oadng Lowing Lowing Loading Loading Lowing Ling IoednO Loading Loading 'Lowing Loafing Lowing Loednp Loedrl0 Lowing Loafing Ludrq o= v Alum.Tube Td, yg g$ tg$ yyj• _ y• yjto c7 17� 6 ZS� Ox` 6@ ` 6 [7_ r3 d$ � � � �$ fn � m W Mullion 4- 1 n � � o W 421n 170.0 820 170.0 435 170.0r74 170.0 470 110.0 688 110.0 306 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 N68 170.0 321 170.0 17]3 17°.0 621 170.0 1007 170.0 621 J W S 40In 110.0 700 170.0 524 170.0 170.0 3M 170.0 982 170.0 WO 170.0 1133 17°.0 681 170.0 1276 170.0 877 170.° 1/17 170.0 868 170.0 1700 170.0 680 170.0 198J 170.0 BBO 151.6 2024 170.0 680 m 50.625 In 170.0 747 170.0 563 170.0 170.0 631 170.0 1040 170.0 BBI 170.0 1195 170.0 727 170.0 1145 170.0 747 170.0 1191 170.0 768 170.0 1783 170.0 768 156.0. 1919 170.0 768 1]8.5 IB19 170.0 758m O511n 170.0 797 1700 fi12 170.0 170.0 69+ 170.0 Ilia 170.° 761 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 169.9 1790 17°.0 681 137.1 1788 170.0 881 120.0 1709 170.0 861 80h 170.0 885 170.0 701 170.0 170.0 797 170.0 1240 170.0 676 170.0 fell 170.0 944 170.0 1594 170.0 996 155.5 1618 170.0 10]] 129A 1819 170.0 IOW 111.0 1819 170.0 108] 97.2 IB1B 1700 1083 Wln 170.0 930 170.0 745 170.0 170.0 850 170.0 1302 170.0 940 170.0 1168 170.0 1015 166.7 1542 170.0 1076 +41.0 1542 110.0 1122 117.3 1542 Jolla 1168 100.7 1542 167.8 +157 88.1 1612 187.9 1151 Z {, 66 in 170.0 97/ 110.0 789 170,0 1169 170.0 903 170.0 1368 170.0 1002 160.6 1472 170.0 1086 142.6 1472 168.5 1148 128.5 1472 168.6 1170 107.1 1172 117.8 1108 91.8 1472 146.0 1104 80.7 1172 148.0 1101 FEx 721n 170.0 1068 110.0 87e 170.0 1215 170.0 1009 150.8 132° 1°8.2 1101 131.0 1720 149.9 1082 117.3 1320 137.8 10% 105.6 1320 12x.6 1019 86.0 7uJ 320 117.0 1021 75.{ 1]20 1128 1013 68.0 1310 1+2.5 1012 Z J 76in 170.0 1122 170.0 937 149.6 1101 +59A +013 128.2 1181 t39A 891 112.2 1154 125.7 978 99.7 +181 115.3 964 89.8 1184 107.5 952 7/.6 IIB! 97.6 935 64.1 1184 87.1 827 68.1 IiB4 92.J 925 Q J ~ J Q O p 781n 166.+ 1121 170.0 987 I3B.1 11N 147.0 865 110.6 1124 126.8 947 103.6 1121 115.8 931 92.3 1124 105.6 9+e l 1124 98.5 906 89.2 1121 89.0 890 38.3 112{ 81.] Bel 51.9 1121 83.2 Bia Z Q Z (`V 901n 108.1 811 111.5 760 80.1 844 91.3 738 77.2 BM 82.1 724 87.8 84/ 7J.3 712 60.1 611 66.5 702 51.0 814 61.4 693 /5.0 811 64.2 BTB 38.8 841 50.0 668 J7.8 814 47.7 662 F- �S W p so In 89.1 742 91.5 683 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 69.0 681 19.5 742 6/.1 822 11.5 712 18.6 614 77.1 742 17.6 668 31,8 712 79.8 690 27.8 742 17.6 561 oO � 105 In 62.8 566 68.9 5311 52.1 586 53.8 521 44,7 566 /6.6 51J 39.1 668 41.4 505 74.8 686 37.3 498 ]1.7 586 31.2 192 28.1 686 29.6 /B1 22.3 606 208 172 18.5 586 N.7 466U1 X 111 h 57.6 555 68.6 503 48.0 555 49.5 495 41.2 555 12.9 487 36.0 655 38.0 480 72.0 555 342 473 26.8 S55 31.3 467 24.0 555 27.1 457 20.8 555 21.3 4/e 18.0 555 22.4 N2 FL X Q O O 1201n 45.8 475 46.4 433 78.0 476 39.0 /28 32.6 475 33.7 420 26.6 475 29.0 414 25.3 475 28.8 409 22.8 475 24.5 101 10.0 !TS 21.1 385 16.3 N5 18.7 787 14.3 475 17.2 781 I- d � Zm0 (O tU fit 28.1 170 26.7 705 22.0 330 ?2.! ]O7 180 530 19.5 287 18.3 370 17.0 293 2 � � TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 Anchor Ce acl Table Ibe ANCHOR CAP.,p,,,,,, �% o--e a� NaOav CMU F•W CMU PT Wood Metal (DP.,)X( ANCHOR CAP.,,, Su-Irele. �b.. rete 3.5k Carlo. MULLION CAP.,4,.,,, 5116•Eko 118'Eko Uluacon 114'Eko Uiexan 1q'ss Eko 5178'Elco i/1'SB Eko 910 sled 912 stets 91z Steq USE THIS FORMULA TO OBTAIN THE'ANCHOR gnctwf Type: �Wr1/4"Ek.U•acan Ulhxal ppgraGalar Un, AgWeGe(W Scmn(GS)Screw(CS) Sean(G5) Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge glUnce(h): 1' 1' 2-1/2' 3.1/8' 1' 2-12' t' 247 Y 31/8' Y 0.48' 0.54' 0.324" ACTUAL PRESSURE REQUIREMENT FOR THE Emeednanl(nl: 1-311' 1.711' i-Y4' 1-7/4" Y tau• 1-v4' t-v1• 1-v/• t-v4• tats' 2' tale• 4416" 1OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Ancnon Q 4.75'MIn.O.C./Slanderd«01461 Cup(Fig.182): 790 bs 390 wa 450ft eeo i- Tau 154 270168 2801- 351 On 7I0 wa 371 Me 661 les e4B roe 341 las !1z 168 68w 0 it•t CAPACITY FROM THE TABLE)OF THE SELECTED 1 Alwhon @ 2.25'Min.O.C./SIalOerd(.f OMa)Cllp(Fq.7)'. 700168 &001WSBO ka 1/10168 952168 WA 560168 WA 8301- WA 680168 WA 682168 68511201680 ArwMra Q 7.15'Mh.O.C./9tandrd(ar 09ael)Cip(Fq.4)'. 960 M wp WA WA WA reo 168 wA WA WA N/A WA 1363 m1 1770168CAPACIITY WHICH MAY E USED TO QUALMULLION.IT WILL YIELD A MINIMUM OR 4 AMMn Q 3•Min.O.C./(212'�Snile pipe/(Fq.51. 780 @e B80IOs 15001- 5401- 5801- WA 700•a 7191- 800168 11192168 B Amh-mhs Q 3•MIn.O.C.I(21215'angle clipsl(Fig.6). 1170168 10201- 23101ba 28141ea 010 As 0401- WA 11401- 11221- 13101- 2e7e 1- ion w +327 1- 168004 ADDITIONAL ANCHOR OPTIONS FROM THE !gmnole 00,45'Min.O.C./ULTp.hto.125'ANm.(Fq.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Poe ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 ArwhasQ2.25'Min.O.CJ Fi3gLBk 350168 3500s 2001- 7050s R81- NIA 2801- WA 375168 WA 44D We WA 741 les 4121- 560168 ns complying wish gte Florida d Ancaaa Q 1.15 Mh.O.CJ Flglp(Fq B)'. d80 V. 700 b WA WA WA WA 3801- WA WA WA WA WA 6821- 685168 1120 0a Building Codc Q Z1B•� --� 1.062" f-- -� 1.000" f-•- Aocepfance Na 16- .'3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C pin l' Doi. 20ZI TABLE NOTES: Miam Dopa Product 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 71 I 1111 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLA=IQN A1ETHOD0 • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OP�NI1,&TIS ICALI:WTBL • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOii E4CT4DIMGNSIONs j 1000" 4.000" _ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD IUZLOWHIO(IIMENMONAL FESTRICTIQNS•• _ No.5GI1Y' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ - ..:_ FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND --i'••"'xr I U D • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALYCO14"M TO A6iMK'90.4100D SHAL`BE 7� 11.1E 0 .�.� PRESSURE-TREATED YELLOW SOUTHERN PINE WITIRAN S6 OF 0.55.ALUYINIYd SMALL B ' • • • • L LE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEI�s•bftUDSTO BEA MINWAUM*RADE 33 AND.045' • • .375" .375" • • THICK(18 GAUGE).STRUCTURAL STEEL TO BE)V LEAST. TF}ICK D A36!ALL•ANEHOR' t'X 4'X.375' i"X 4"X.375"7 7 j t,( I (,•` �� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREWJI♦FW.ADS MONO_0AT&rr-#10 8 i j• • 'T"-MULLION MULLION A.L L P. .#58 F�,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A - ® � n 1C Mullion Capacity Table Ibs711x 7( Opening Wldith(for var9cally-spariN mlAeons)or Opening Height(for 1`10 al -spar Mullions) 50 In soh 701n 00 In 90 in t0)In I Iz01n 1401n 1601n ktY'Saf C r 1.26"X Reclen9Aar Tieprttlang. Ract&VAer TropnWanq. Reclmguler Trap/Ttlang. Rectangular Trop/Trlang. Reclen9ular TroplTBerlp. RectengAar TnplTnenq. Recl•Iquler TrepRBenq. Recten9uler TropmMrl9. R¢clading TLoatag �Yi V Loading Loading Loading Loading Loading Loadng Loadng Loading Loading Loading Loading Loadnq Loading Loednp Loading Loading Loadrp Loadrq Tube Mull � o` L UJ S^ -v aTl�;, Hfii i3 ` �. 8 cv ajFi1i ',1'� Ye I Z S s Sc fa g 9 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 666 170.0 508 170.0 992 170.0 519 170.0 7118 170A 521 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 17]5 170.0 521 161.8 1189 170.0 $21 J W 43 In 170.0 708 170.0 321 170.0 850 170.0 SM 170.0 992 170.0 670 170.0 1131 170.0 881 170.0 1273 170.0 877 170.0 1117 170.0 880 151.8 1518 170.0 880 1]2.7 1518 110.0 680 11t1111116446 170.0 660 506251n 1700 747 170.0 563 170.0 688 170.0 fi31 170.0 1048 170.0 6M 1700 1185 170.0 127 170.0 1345 170.0 747 187.0 1488 170.0 756 1392 1468 170.0 768 118.7 1/88 170.0 T6B 1170.0 158 M o111 U) oMln 170.0 707 170.0 fi12 170.0 958 1700 691 170.0 1118 170.0 7M 170.0 1275 170.0 803 167.1 1378 170.0 837 146.8 1376 170.0 856 122.3 1]76 170.0 M1 101.8 1378 170.0 661 9 170.0 M7 0] 0 to N601n 170.0 MS 170.0 701 170.0 1081 170.0 797 155.9 1158 170.0 678 138.0 1158 787.1 930 123.6 1158 158.6 919 111.2 Me 150.0 912 92.7 1155 141.8 905 79.4 I158 144.8 905 8 144.8 671n 170.0 970 170.0 715 160.1 1051 170.0 850 137.2 1051 155.9 682 MAI 1051 142.0 M8 106.7 1051 172.3 837 96.1 1051 125.7 870 80.1 1051 1795 822M.6 1051 118.1 821 8 119.1 621 � BB in 167.1 957 170.0 769 139.7 957 151.8 805 119.1 0.57 114.0 790 101.1 957 121.6 771 92.8 957 112.8 767 83.6 957 108.6 759 69.8 957 100.0 750 59.7 957 BBA 744 62.2 957 M.9 744 Z 721n 128.7 601 1]5.2 608 1073 80{ 115.2 6M 91.8 BM f01.J BTI 80.1 804 91A 680 71.5 BM M.1 850 MA 6M 76.8 M7 53.8 BM 72.J 67J 16.0 801 60.9 829 40.2 sM 69.8 828 ? 5 Z J J 781n 109.4 722 114.4 630 91.2 722 97.2 BIB 78.2 722 85.3 606 M./ 722 78.7 596 80.8 722 703 588 54.7 722 65.5 550 45.6 722 59.5 670 39.1 722 56.7 663 71.2 122 68.2 581 Q 0 - V O f 761n 101.2 663 103.8 600 M.4 M5 88.6 598 72.7 885 78.5 577 67.7 885 70.6 588 66.2 MS M.5 680 60.6 eB5 80.1 55] 12.2 865 M.3 MJ 36.2 M5 61.4 637 31.8 883 50.7 $36 z (y Q O Z x Z N r 901n 65.9 515 88.0 44'7 M.B 515 37.7 449 17.1 315 50.1 441 41.2 515 44.7 434 36.6 516 40.8 420 37.0 515 37.4 122 27.5 675 73.1 ItI 27.5 515 30.5 107 20.8 515 29.1 IM 00 o 96In 54.7 151 55.8 !0/ I5.] 45] 44.1 397 J8.8 157 41.0 391 ))A 453 JBA 385 70.2 157 7J.0 779 27.2 453 30.4 374 22.6 457 26.8 J68 79.1 457 21.7 MO 17.0 453 22.9 J50 qp oO gs- 1051n 36.1 358 39.0 323 11.0 J66 32.8 316 21.2 358 21.4 313 21.8 SSB 2b.2 308 21.2 355 22.7 304 19.1 358 20.8 300 15.9 358 18.0 297 M 111 M 35.1 136 75.8 706 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 27.2 293 19.5 338 20,9 289 17.8 J78 10.1 285 of x 1201n 27.8 190 28.7 264 23.2 290 23.8 260 19.9 280 20.6 256 17.4 290 18.2 253 15.4 280 18.4 2!9 U N Q O O Q 1411n 18.1 201 18.3 168 D•s f-- TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: -8 AnehorCe ecl Table Ibs ANCHOR CAP,,,,,,,, ANCHOR CAP.- 2 AP.,,, & Su0slmle 2.A COrcrtu 35k Cate. Hod-CMU F•ad CMu PT Wore Mdal (DFk,)X(MULLION Ca 4416•Elco 0/'SS Eko SIE EX0 111'SS Elco XiD Sled 812 S1a1 1442 Sleel AnchgfCllp Petteme aha Type 3/Ifi'EIco lMmcm 114•EkOUnm¢on UXmcon 3'16'Elco Unram 1/d'EkoUYrMm AMecator Ufiwco AW�da screw lGS)screv(o5) scrae(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR EO9e Oalarce 9nj 1• 2•tlr 1' 2-11z sire• 1' 1• S1/e' r 0.66• 06r 032r CAPACITY REQUIRED'CORRESPONDING TO AN EmOeAnm1 n 1.91/• 10✓r 1x14• 1y/' 2' 1-0/d• i-1/4- 1-1/4• 14d• i-1Ir 1.114- 7 138• iS'B' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMlgrs®13T Mkt O.C.1518Ms0a OBul CYp(Flg 1I ago As 390 Its 450 es 800 Xe 1644•a 27olbs 260 ra 3541 7/olm ]7/ltn 6M Ina ws roa Setars 442an 5rA 109 OPENING,WHEN IT IS LOWER THANTHE LECTEN urcnon®1.15•Mks o.c.1 slaaam(a olaa)Clip(Fig$ 480 os 700 ea Nu WA NIA WA 380 Yas NrA wA N/p wA wA see es 665 w n2D 9a CAPACITY(FROM THE TABLE)OF THE SELECTED OArcrnrs®7'MIn.0 C.1(212t5Angb CMpsl(Rq 3I 780•a leo Y]s 680 bs 1580 a,s 1806 ms SlDlos 660 e6 NrA 760IIn 748•s BBO ma +Mga>s 682M gases 1431 los MULLION.IT WILL YIELDAMINIMUM ANCHOR dArclnm Q 0.45•Min,O.C.I UCYp,Inlo.125'Alum(FI}/j FiA WA NIA WA N/A N/A WA NM WA NIA WA WA NIA WA f130ts CAPACITY LAICHMAYBE USED R QUALIFY THE tArcrlgr/FCilp(ng Sj 195 Yrs to6 ft 2251Ds 445 Wa 622 to 135 lbs 140 Ica mbs ]7olla 1aT los 732bs 473 o 170 ax zxl ea 280 Loa ADDITIONAL ANCHOR OPTIONS FROM THE 2 Artcron®1.19'MIn O.CI FCY (ng 5j 2409n 750IQs NIA WA NIA NIA 7BO k6 NIA WA NIA WA WA 311 b9 442 M6 5601os ANCHOR CAPACITY TABLE. PRODUCT ItEV151:U NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a9 Building complying will 010 PII7side Acxpli/cU4e L6'•o216.03 I-1.250'--I nceeplenceNO .rf167 FIGURE 1: FIGURE 2: TABLE NOTES: _ Ea iratim Dele • INFORMATION• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR• Miwni chIII ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 'I 1 I/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTFVS3110/AT0:EN0G f IOT1iS IiS ALTDIV BLS • �� ��(.>.,YN�.,(,ig(�'o i FIGURE 3: • • •• • 3.188' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TOBCALE.64 E4a.C:DI4EN jON�S�E °c CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLVOWING40IMiNSIL)NAL RWTPJCTIQNS •• Mu.5vo5 , BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGE3fID,AF*WXIMATV POLE gOCATpNSb •• 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL r -( I IL FIGURE 4: FIGURE 5 FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITM,M••6G OF 0►6&,&LUMIVUM SHALL W • I _(" . • • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL49TUD90TO BEA MINIMUM6RA0E 33 A41D • • • <i`�•1/0 ,\; 1.25'X 3.1 B8'X.265"MULLION • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO @LVAT LEST.125"THICK AND A96.ALL • • • (1.1/4"VF MULLION) �'/�'-/0II f�1 f' ANCHORS INTO METAL SHALL EXTEND AT LEAV 3 SCRE AjHREAD BFSON=1 TOPE MRTERIAL. • • 7 • #10 8#12 ANCHORS INTO WOOD MAY BE STEEIs &S.. 410 S.S�• •• 414,111, ••• A.LYN.E.# ��t,P.E. FL P.E.it 58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A gA Mullion Capacity Table Vbslttr) Cd^t� Opening Width(lorwrbcally-spennirlp mugons)or0psning Height(for horizontaM-epbmillp m119011g) WTub. � BO In 701. 601. e0 h 1001. 120 h 1401. 160 h O repRnalp Reclsalpuhr TegThrq. RaelenBularTrap'T,I.,G RKIergWer 7,prTh..g Re<tangl r Tnp/TMIq. Reolerleahl TnprTh-- RaelarpWer Tnp'Tdelp. Rechnpohr TnpRIWq. Recl4rpWer Trep/Tnenp, 4Lwdrq Lwdlq lOedkB LoeOkq LwdnB LwdnO LoaOaq Lwdnp L0adn0 Lcadhp L0M4q LwdlqLwhW Loed'nB Le4dnB Lwdnp LwdnO pY U LO D95 �6_ yy$ yAp e yLG Ly¢ yyDn b )1 $ Dp Da e g aaE¢ Ly g p§ Dp ggNO O� O 6^ O^ lh 6 6^ 6 0^ ` O 0 0� O OAF ^ O� U^ O leg ^ 0 ��m W 1 11 IA , 421 o w 121. 170.0 610 170.0 {35 170.0 744 170.0 416 110.0 666 170.0 506 170.0 992 170.0 b19 170,0 1118 170.0 511 153.1 ilia 170.0 521 127.7 1118 170.0 621 1095 1116 770.0 511 05.6 1118 1100 621 J W I6h 170.0 706 1700 521 170.0 850 110.0 S& IB7.8 976 110.0 610 116.7 978 1700 661 130.1 D7B 170.0 677 117.] 916 1700 660 97.8 976 770.0 BBO BJ.B Bib 170.0 860 71.3 976 770.0 660 _ 50.625h 170.0 711 170.0 587 170.0 6% Ii0.0 871 150.7 811 170.0 861 171.9 927 1666 708 117,2 927 159.1 699 105.5 121 158.3 698 67.9 927 166.3 695 751 927 ISB.J 885 65.9 827 ISB.J 805 °i o" O lei In 170.0 797 770.0 072 151.6 869 1100 681 171.5 669 167.8 615] 115.8 880 111.8 889 103.0 869 1110 660 92.7 889 120.6 651 77.1 BBB 120.0 652 68.1 8e0 129.6 e82 67.9 BBB 128.8 652 m O F, 60N 141.2 118 153.8 631 119.1 716 131.1 Bt0 101.] 718 Ili! BOB 865 718 107.8 699 79.6 746 101.0 592 716 746 98.6 587 59.7 748 83.3 583 51.2 746 973 S6J 11.6 118 831 687 (� J 8]in 127.7 877 172.0 578 103.1 877 11].2 566 BBA 877 100.1 55! 77.] 877 91.4 610 68.7 877 65.2 539 81.9 677 81.0 571 516 817 77.0 520 41.2 671 76.7 529 10.1 877 16.7 5tD ~ W J 66k 107.6 617 111.1 670 69.7 817 976 519 76.9 817 BB.3 SOB 67.3 81T 78.3 600 596 617 72.6 494 53.8 617 66.1 IB9 N.6 611 81.1 167 JB./ 877 63.7 182 37.8 611 83.7 481 Z �z m 121. 819 518 87.1 450 89.1 618 71.2 410 59.2 518 85.2 132 51.8 510 68.0 425 48,1 518 64.2 419 41.4 518 60.7 414 71.5 518 160 106 296 516 150 105 25.9 5111 15.0 105 J r W 701. 70.5 d65 717 106 58.7 185 62.6 398 50.3 495 51.9 390 44.1 165 191 161 18.2 165 45.3 378 35.2 485 �2111 �1411 �11 �41 .6 184 220 185 98.2 783 FTaZp 851 111 68.0 761 51.3 /11 67.7 379 16.8 141 50.8 ]T1 408 14145.4 386 38.2 NI 41.6 360 32.8 441 .1 718 20.1 111 327 145 Q+2.d 332 IJ.6 295 754 332 37.0 289 30.3 372 32.3 281 20.5 332 28.6 2150 23.8 772 28.7 278 21.2 772 F O ¢- N96h 75.0 291 ]5.0 280 q12" ] 25625.0 281 16.4 251 21.9 237 13.6 SIB 181 281 21.3 211 17.6 . 1 11.8 191 17.1 218 115 291 .8 232 x Z00 _O IOB h 246 270 25.1 208 70 21.1 203 17.5 170 161 X11 15A 270 18.2 198 19I1-'7 N T o171N 228 218 21.1 107 18191 191 162 218 16.0 181 11.1 218 14.8 108 M120in 17,0 1BT 182 170 1. 1BT 78.1 167 x Li TABLE915 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnthorCb aclyTable Ibb ANCHORCAP.,g,,,,,,, _ S 91MIIate: 1.7k Concrete 3.Sk Cartc. H<bmv CMU Febd CMU PT Wood Melel top-)X( ANCHOR CAP..,, 111'99 Ekc`.�76 Eko 1/4'_6SEk. 810 Sleel 612 Bleel 012 Sled MULLION CAP.,,,•,.•,• 5N8'Elco -a'Elco Ullrtcon 714'Elco uuntcen ) ) USE THIS FORMULA TO OBTAIN THE'ANCHOR Archy Typo: 3116'Elco UHrecon 114' Ek.Ullydcon U9n<on ABpreGetor Nlrocon AppreOata Scrcw(GS Screw(GS) screw(G5 Anchor Clip Patterns Edge Wlanca pny 1' z-1/2" 1• 2-lir sire• 1• 1-T/r r x1rr r ].ve• r sae• os+• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emadrtlent(h 1-V 1-Y4• i-YI' 1aH' 2' 1-IH' +-1N• 1-11+' 1.174' 1-114 *111' r 1316' tare' lents ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhols Q4.75'MIn.O.G.I SleAdard ar Glhel Clip("191)'. 390108 790 @s +5018 S90Iles t&+we 27o1a 200 aw 354 is 7+t is 37118 661166 vela 3119x /Izlee Seoba CAPACIOPENINTY(FROM IT IS LOWER OF THE THEMULLION 4A.1 or®1.15'MN.O.C.1 StellMrd(or Of7se0 Oq(fq.21 Ieo Ds 700 wa WA wA NIA NIA Seo 108 wA NIA wA WA WA 662 n,e be5la 7720IDs CAPACITY(FROM THE TABLE)OF THE SELECTED d Anclwn®7'MIn.G.C.I(2)215 AIp•Cllpsl(Fq.7T. 70018 leo la 800 Ilea 166010' lase lbs $40 Ito 500 lbs WA 7eola 7+els BBO m4 1882108 eat V. BBS Ia tlzo la MULLION.IT WILL YIELD AMINIMUM ANCHOR ]nmllols X0.51'Mfn.O.C./U474.9110.100'Ap(FIB.{} WA WA WA WA NM wn N/A WA NIA WA WA WA WA WA 9s0 a. CAPACITY WHICH MAY BE USED TO QUALIFY I Alcholl Fl]q(Fq.S): 105 N4 les roc zn la sista ezz la 73518 740 ms vna 31818 lana 7n Xa 17318 vB•e txna 2906 ADDITIONAL ANCHOR OPTIONS FROM THE 2A.<eara 1.15'Mh.O.CIFLNp(Fq.O): 110 les 75018 WA WA NIA WA 1D01a WA NIA WA WA WA 711•a 1121a 580 ba ANCHOR CAPACITY TABLE. pRl'iDuc7 RGYISED 73 complying with Ih0 Florida Uuil rk N �_Otla.O wj _ Ac«glance No loo FIGURE 1: FIGURE 2: TABLE NOTES: 1250' Czpirulion Dal<�� ) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By Dade Fwd ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. , illi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTt/S A1DA*4E4G VIDTO)4 A4OVg1B i R• lYP!:"! FIGURE 3: OBGISC3.250' - '•��G�l`!SF '1 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TCALE.#(R FACT DI N 0 E • • BEUSEDST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOL90WINGOIMENSIONAL RIISTWCTIONS • I - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,AFtR(9XIMAAIhOLE EOCAT11ON91 •• tJu.GI770% !- • _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDf _ .100' ) GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL - 0• fi�rr]] g )'/ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE*NI7NeAt•SG OF•9i.ilLUMWUM SHALL • -F :��� •s!;'•� • • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL! TO BE A MINIItiUMGRAOE 33 AYD • • • I ^`�'•.,F'OI;\Gt';-.`\�\ .045'THICK(18 GAUGE).STRUCTURAL STEEL TO 9 AT L ST.125 IRCK ARD Ae6.ALL • • • 1.25'X 3.25'X.100' �'��S.`• ..... . ` • ANCHORS INTO METAL SHALL EXTEND AT LEAS 3 SCRF ='H BF•YOt)TCE INATERIRL. ` MULLION 7' 7 ON�`` #10 8#12 ANCHORS INTO WOOD MAY BE STEE6,6968 S.SgOR 410 S • • ••• • A.LYNN,MILLER,P.E. FL P.E.#58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a TABLE 108 --- ---- -- --- --- -- Mullion Cepeclty Tebla QbeRta) ,rC sip Q Op ning 9Lldth(for vildiceay-9perving millions)or Open Ing Nelght(for honLoIvatlyspenrinp mdliom) 80 N 100 in 120 in 110 N 160'n sa t- SO N 60 fn 70'. ern C O K 1 12611736 RacimgWar Trrpllrierq Recrang4er Tnplrrianp. Renmqular Tcap'Td.q Ractm9alr T�ayrlianq. Ractanqu4r Trap/Tfian9 Rildirvulm TrapTdarq. Rectangular Trap'ril Rectmqular TrapTriang. RaclangWar Trayr-N. sY U Leath Loading LeMvq Loading Loading loafing Losdnp LeadNp Loadnq LoMirq Loading Luling Loading Lading LoadPq Leodlrq Lo>Q 0 LobY1g ng r T LL 8.624 TVAI-- .<^ .� .£ .§' t 8 In Am m.Tube 1 5 s_ .r £: £ £ $ £ £ Tlohui 1-14 _ a€ § aMullionz ,� �e e� ae $� $ psE -.1t a 'sav�m<Y U U� V g3 �F � sa ag �'� a € % k � a 2 € z3� -d fE �& 1e -mo o fi f l-1 -o EI fid �a it �� E 88 zB f� s'� jd @ �d s f� a'E fd W J ULI 42 in 170.0 620 170.0 475 1700 711 170.0 4/A 1100 868 170.0 506 1700 992 170.0 519 1100 7716 170.0 521 170.0 1240 1100 521 170.0 1108 IT0.0 511 170.0 1735 1100 521 710.0 19a3 1100 521 = _ 48 In 170.0 TOB 110.0 521 110.0 850 110.0 581 1100 992 170.0 670 110.0 1113 170.0 661 1100 1775 170.0 671 1100 1411 110.0 680 170.0 1700 1100 680 1897 1919 1700 680 t/8.6 1979 170.0 680 50.625'n 170.0 711 770.0 563 1700 896 1700 631 170.0 1016 170.0 681 170.0 1195 170.0 127 170.0 1315 170.0 717 1700 td91 170.0 756 1700 1197 110.0 75fi 7525 1877 170.0 756 +7].5 1877 170. 11J O Q 54 In 770.0 791 770.0 612 170.0 956 1700 691 110.0 7116 170.0 761 170.0 1776 170.0 60] 170.0 1171 1700 831 +70.0 1594 110.0 656 166.4 1769 170.0 861 171.1 1759 1700 061 117.3 1759 1700 861 ? � 60 in 1700 BBS 1700 701 1700 1063 1100 191 110.0 1210 Ii00 811 170.0 1417 170.0 944 161.1 1511 770.0 9% 115.0 151+ 170.0 1033 120.0 7511 170.0 1063 107.6 1511 1100 1067 %.6 1511 170.0 1067 t. () 63 in 170.0 930 170.0 745 1700 1116 770.0 050 110.0 1702 170.0 910 156.6 1770 170.0 1015 1392 1770 170.0 1076 125.3 1370 164.0 1002 1044 1710 155.9 1012 69.5 1370 155.3 1070 76.7 1770 1557 1070 W Kin 17e.0 914 170.0 789 170.0 1169 VIA 903 155.6 /248 170.0 1002 1362 1246 158.6 1013 121.1 1246 147.1 1000 108.9 12/B 179.0 989 90.6 1141 130.1 971 IT 1248 129.0 975 68.1 121a 119.0 975 Z i m J g 8 J j{ 12 in 161.8 t0a9 170.0 BIB 179.9 1019 150.2 892 119.9 1019 132.1 175 IOl.9 10/9 119.1 860 97.2 1019 109.7 618 87.9 1019 102.1 876 M11111 91.3 825 59.9 1019 91.2 820 611 1019 91.1 =^p OF oZ 76 in 112.1 9f 1 119.1 812 110.9 911 116 8 805 101.9 941 171.2 791 89.2 941 100,0 771 79.3 941 91.7 766 71.1 941 65.5 751 Ii.6 711 51.0 911 71.0 737 11.6 941 17 J 736 Q 6 � 7B in 172.0 894 171.8 787 110.0 091 116.9 767 11.7 891 1078 757 82.5 090 91.9 710 13.3 B9/ 81.1 730 66.0 891 10.] 72170.1 707 11.1 091 fi70 701 413 091 66.7698 N901n 65.9 fill 88.1 596 716 67+ il9 585 61A fill 65.3 576 57.7 671 59.2 566 177 671 52.9 558 d3.0 611 /e.A SSI13.7 539 70.1 671 397 531 26fi71 379 526Z%In 70.0 590 72.1 527 59.0 590 618 Sig 60.6 690 534 509 41.3 590 47.5 502 79.7 590 43.0 491 751 590 ]9.6 188 34.7 477 75.3 590 31.6 169 12.1 5% 29.8 161 q X� tC)N�1081n 19.7 466 50.8 421 111 d66 128 411 35.5 166 ]7.1 108 71.1 166 72.9 402 276 466 29.7 796 21.9 466 27.1 391 27.5 782 17.8 166 212 375 155 d66 19.6 770 M111 in 15.8 111 I6.i l00 702 fill 393 ]91 32.7 Nt 31.1 JBT 28.6 141 30.2 JA7.2 776 215 763 168 111 19.3 ]56 11.] Mt 17.8 ]51 X �o� Lo 120 in 36.3 370 76.9 711 70.2 378 31.0 779 25.9 718 76.8 731 21.7 378 27.7 329 20.7 378 21.7 l25 18.1 771 19.5 721 15.1 776 16.7 JII U N Q 111 in 11.0 161 21 2 112 17.0 262 17.6 239 15.0 262 15.3 276 Q Z (n N Q 8 mO sO TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: I € eW)mO AnchorCapedry TeblA pba) ANCHORCAP.,,e,,,,,�\_ANCHORCAP.,,, H �'�' Su051ra1e 2.7k GUrr rote 35k Cmc Ntl10w CMU FOkV CMU PT W000 M•g (OP,)X(MULLION CAP.,„,,,,,,,/ 91C Ell. V4'SS Eko 5116'Eke VP SS EICO 810 Steel a+251eH 872 Steel Anclly type: 916'Elco ulmorl I/C Eko unw.n l Ell. 916'Elco UOram td•Eko UlItil Agq.K UBlecm A�r1;Gatm Scrtar(G6)Sc-(G5) StreB(GS USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Pattema o ae• OSC 0.924' CAPACITY REQUIRED'CORRESPONDING TO AN Eoge pslarte(in) 1' 2-VT 1' 2-1/7 3118" 1' 2-V2 1• 2-tlT 2 318 2 Emoeonmt n ta/a• +yd• iJ/d' 114' Y 1-VI' 1-v4' 1.710• 1-1 Ir 1-111• 1-1/4• T 1-96 tae• ve8ea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AlI61Dn®/.7T Mtn O C./SIeMa11 or 005e1 CBp(Flg+) 380 8ss 300 ms 45010' ego IOe 16N los 27010! 280 oa 961 ms 710106 9741°' 664 kb 91610a 341105 685 ft '.60 1b OPENING,WHEN IT IS LOWER THAN THE MELTON /AOolars�1.15'-MiO.C.118tBrdrD(&Oleel)COp1R0.1) 400.0 7001M NIA WA WA NIA mogn NIA WA NIA WA WA 682 ms 885 ms 1120 tm CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclnn®3•MN.O.C./C202a5A'eC"Tj-11g 33 78010' 780 ms 6BOIb5 1560 mB 100610' S/Oms S�mS NIA 76oms 7481os boo Im 1EO21hs 682 ms Bas tts 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ar[Mn®0.51'3'Mir.C.1 UC9p,(10.100 ANS.(Fig 1) NIA WA NIA WA N/A NIA iVA NIA WA N/A WA WA NIA WA 050 Ite CAPACITY WHICH MAY BE USED TO QUALIFY 1Arttor/Fd;Op(Ftg41 117'ms 105106 225 ms 4/51m 6a21m 73sw 1d0m mass 3701[8 167 trn 3721es 473WS 17oro4 z211D9 zail a' ADDITIONAL ANCHOR OPTIONS FROM THE g0)DUcI REVISED 2 Ancrors 1.15'MIM1 O.CJ FCI (Flg 6} 24010' 3`Jl IN NIA WA NIA NIA 10006 NIA WA NIA WA WA 911105 112 me 660 me ANCHOR CAPACITY TABLE. ,�s Ce1Tplymg with W9 Plttl)� Puildutg Code b'Ll Aleeptanc0 1017 1.250' Ea imtion Dale 7Qp4) FIGURE 1: FIGURE 2: TABLE NOTES: Mi I1sdo • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • M1mf Pre" ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 I I 1 l t r i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND7p130PINING WIDTHS IS ALLOWABLE. FIGURE 3: \ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SC4ALE.FOR E)�3CTb N NS SM : � 3.250" CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIy�ISL R TR TI,��,'y`• • tqo 00/05 - • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APIBROX(MACE 40I.r*1 ) TIgNS;"• • IN PAIRS. / L3 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .6,44• FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • • 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO DBY4 MINIBAJjp rRADF•33 AND • • ' ....... �(-S' '..... .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT�EP,STD125'THICK AND Ate.A`l- • • • • ` /f j(•j;\1,. "-,,` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 ST1W TFIRFADS BEYOND THE M&TERIAL• • • 1.25'X 3.25"X.624' /'7T 1 • #10&1112 ANCHORS INTO WOOD MAYBE STEEL,18S.S.ORA S.S. MULLION q.LYNN1IvM 687,P.E. � A� • s • • • •• � � FL P.E.#58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A __ _--- --- Mullion Capacity Table pbertlal n Opening Width(for venlcely-Sperningmt.910m)or Opening Haight(for horizorteByspenring mUliOns) yyyy�TTi( ` SOn 60 in 10'm Win 90n 100 in 120n 140 in 16Din Llq O 116 N096 RKIangWar TrnpTriang. Racl•ngulu 7npRriarp. Recrenpgar 7rap/rfiang Raclanqulu TrapTd•rq. Rnctargdar T'lifrii.9 R•clanguln Trayrdanq Rectartqubr TnpTNng. R•clengWar Trayrnan0. ReclangJu TrrpRrilnq. r p le dmg Uniting LONrng Loading LOWng Ln•dng Loafing Lwdng Loading Lending Lnadng toadinq Loadnq Loading Loedvg Lending Lwd•10 LoWn9 ax N.024 & F' Tini Tflill Alum.Tubs E r. .p s,. 5 B_ 'E ..E 3Munson :€ aa :� "s€ ; gam �� oga � � � ?_� "€ �a � %a � gig € � � Ea ss i� ga 3 wZ,I I ib. « « 2 �< � �a $aErc f f& $ 83 « � fd $@ 8a s'€ drc f� �d F« $ i« O --T-42 in 110.0 620 170.0 175 1700 111 110.0 176 1700 866 1700 606 170.0 992 110.0 519 110.0 1116 170.0 621 1100 1240 1100 $21 170.0 14eB into 521 1700 1135 170.0 521 170.0 1983 1700 621 J w J til 481n 170.0 708 Wit 524 V(Io 050 170.0 594 1700 992 170.0 630 1700 1133 110.0 661 170.0 1275 170.0 677 110.0 1111 170.0 680 170.0 1]00 7701 600 110.0 1%7 170.0 680 170.0 7267 110.0 680 n 0) SD.625n 170.0 717 170.0 56] 170.0 896 1700 671 1700 1016 170.0 684 170,0 1195 110.0 723 170.0 134S 1700 717 170.0 1494 1700 756 1100 1793 170.0 756 170.0 2092 110.0 756 170.0 2391 170.0 756 'o O s4in 170.0 797 170,0 612 170.0 956 170.0 691 IN 1116 170.0 754 1700 1276 110.0 603 170.0 1434 170.0 831 170.0 1591 170.0 B% 170.0 1917 170.0 %1 110.0 2231 1700 661 160.2 2107 170.0 661 m O M 60 in 110.0 085 1700 701 170.0 1067 170.0 797 170.0 12x0 170.0 BTB 170.0 1117 110.0 914 170.0 1591 1700 998 110.0 1111 110.0 1073 1700 2125 110.0 t063 149.3 2163 170.0 1067 129.0 2167 170.0 1067 F t0 J J 67 in 170.0 970 110.0 715 170.0 1116 1700 850 170.0 1702 1700 910 110.0 I/BB 170.0 1015 170.0 1673 1700 1076 170.0 1859 170.0 1121 1%.9 2060 110.0 1169 1315 2%0 170.0 1171 117.7 2060 1700 1171 d 0 5 661n 110.0 171 1700 789 170.0 1169 1700 003 110.0 1761 170.0 1002 170.0 1558 170.0 1086 170.0 1157 170.0 1155 170.0 1949 110.0 1210 1170 19% 170.0 t275 122.6 1%6 170.0 12% IDi.2 1966 970.0 1286 Z (n i m 72 in 170.0 1063 170.0 810 1100 1275 170.0 1009 770.0 1/OB 170.0 1126 170.0 1700 170.0 1228 154.1 1771 170.0 1715 1N.7 ITN 169.1 1786 115.6 1131 155.9 1761 19.1 1131 150.4 1752 86.7 77N 1502 1352 ?e 3 76 in 170.0 1122 1700 877 770.0 1316 1700 1010 169.6 1656 1100 1209 t/7.4 IS% 165.2 1285 13 t.1 1556 1515 1266 117.9 1556 111.7 1251 %3 1556 128.3 1229 M2 ISSfi 122.7 1219 73.7 1656[622 1216 J Cp u Z 78 in 110.0 1151 1700 987 1700 1791 1700 1116 155.9 1477 169.3 1246 136.1 1477 152.0 112d 121.2 1177 139.1 12% 109.1 1177 129.5 1191 909 1477 116.9 1169 71.9 1117 110.8 1158 6B.T 1177 1151 Q C� V g N 90 in 112.0 1110 116.5 9% 1181 1110 1271 968 101.5 1110 101.9 951 88,8 1110 96.3 936 78.9 1110 07.5 927 11.0 1110 80.1 910 592 1110 71.7 891 50.7 1110 65.6 678 IIA 1110 870 (p N961n 117.0 975 120.3 872 97.5 915 101.5 066 176 975 18.3 912 732 975 78.5 829 65.0 915 11.2 Btt 68 5 975 65 A 907 /B B 975 57.1 789 /I A 975 52.7 716 766 975 767 Fx sZ01 82.2 771 81.0 6% 605 71170766560777161.1 671 51.1 771 54.3 664 451 771 490 655 41.1 771 11.9 617 N.3 711 70.9 611 29.1 771 35.0 621 25.7 771 612 U)min 75.7 730 17 3 661 611 730 65 0 650 64.1 730 56.3 640 17.3 730 49.0 671 42.1 730 450 622 37.1 130 41.1 611 71.6 770 35.6 600 21.0 730 71.9 509 27 7 770 581 X120in 69.9 621 61.0 569 19.9 621 611 560419 621 41.3 652 37.5 624 39.2 544 713 624 35.3 537 30.0 621 32.2 531 25.0 624 277 519 21.4 67A 21.6 509 10.7 621 501to 144 in N.7 433 35.1 400 219 433 29A 795 TIA 177 25.1 ]90 21.7 173 22.1 785 19.7 173 20.0 )B7 17.7 173 112 776 V N Q 0 d � Z 05) O 0 40 TABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anchor C•peclty Table(Ib9) ANCHOR CAP.,,o,,,,, Sutslmle 2.71,0nrele 3.6k ca)t. NtlMra CMU FIBOdCMU prwr>od Metal (DP,)X( )=ANCHOR CAR,,, 8.76•Elco 711•SS Eko 5116•Eko 114'SS Elco 010 Sleet #12 Sted 012 S1ad MULLION CAR„e,,,,,a AMIIOr type y16'EuoOnracm I/r EkoUnlOcon UXracon 8/111 Elco Unrxm yr Ekounmcon Aq¢ecalOr Unmc4n Apgreoalor Screw(�)Screw(GS) Strtw(c5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Cllp Pelbme E asmrce0n7 r z-vz r 2-vz >118• +' z-vz r 2-vz z 3.17tr 2 0.18' 0.64' 0.3zr CAPACITY REQUIRED'CORRESPONDING TO AN Emleanenl n 1314• Ia12' 1aI• 10'4' r t-ud• 1-vr 1-v/• 1-vr 1.114• WIC z 1-Na• 1Ja• sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors04,79'MIrt O.C.1 st9Mam a onset cop(mg.1) 390 Xis 390105 450 IDs 800105 16M IDs 710815 200106 3511bs 710Irc 374®s 694 116 946106NOPENING,WHEN IT IS LOWER THAN THE MULLION 11D5 442 Na 55010, 1 Arcltors®1.15'Mn O.C.I511710am(a geel)cap(Flg 2) 4Bo lbs 70D ms NIA WA NIA N7A 38D las N7A wA WA wA WA 6821bs 88510, 1120119 CAPACITY(FROM THE TABLE)OF THE SELECTED /ArctMln®7MIn OC.I re)2x5Arpk CXps/(Fl93Y 780 Ds 180 m9 680 ms tS�IDs 1eB61Ds 54orm 66005 NIA 76810, 748 ms BBD ins 189210, 602lbs B86 rob 1120Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArcrDrs@0.54.mm.O.C.1 U.Cllp,into AW Alum.(F1g 41 NIA WA NIA WA N'A NIA WA N'A WA NIA WA WA N/A WA 1267 is CAPACITY WHICH MAY BE USED TO QUALIFY 1Arc1'erl FLMp(Rg$ 196 Ws 195 AB 225105 445189 022105 175ms 11010, 177125 37010, 187 bs 372165 /7310, 171 ws 221 106 280 BA ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancon 1.19 MIrt O.CI F4;w 61 240 ms 3901n N7A WA N7A NIA 19D10, NIA WA NIA WA WA 3/1105 442108 560 Ks ANCHOR CAPACITY TABLE. FRODUCTREVIS613 os complying with Ibe Flbri3 1.250• Building C de`�.p,<5$.o A-glance NO 3 FIGURE t: FIGURE 2: TABLE NOTES: 6xpini on Date /fArl) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mim Dude�m1 1 1 .ir,lllll/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/�%OPEWNG WIDTHS IS ALLOWABLE. FIGURE 3: • • • 3.94.. :,�'��`.';1�,i=NSp '.<•.1' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCOLE.FOR EXaCTbI�A�dS NS•SEC • • �>•.' CLIP MUST SHE 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIIyFySIt�IAI•RETRI�TIO�7�• • (:(�,.!;£,•705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMAVE F*LEj.00j6TIQ4S.• • • _ BE USED •• dies •• • • • •s IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •.(/1' L� G f ( - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;.��� ( ,D FIGURE 4: FIGURE 5: FIGURE(`i. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -r 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUD6 T(bBE4A MINIMWIty(jRADW AND • • ,6+4• �t����'.,Pt ii iw'I'.•' (:�` .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST 4125'THICK ANIIIA36 Aly • • • • ',; 5;4��) "'`•1,,C`�: $ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SC$&V THREADS BEYOIID THRMAEERIAL.• • • II, I IIS sss $ #10&412 ANCHORS INTO WOOD MAYBE STEEL,18-j .S.OR 4:0,p,so • • •s : 1.25'X MU LION 624' A.LYNN'MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A + Mullion Capacity Table Ibeffe Opening Width(for Verbally-spanning mUllons)or Opening Helght(torhori7nrdaly-sparWng ml/llorls) 701n OO In Bola too in 120 in 1/OM 1601n 91 f6 SO In 800, O Rectanpuler 7r Rede Wer Trepr7derl9. Ratenpulaf Repfm v ReclengWer Tnplydanp. R-t-Ww TreprTdwV. Reclangler Treprrdenp. Rect.VAs TraplTdenp. Recter,p,ler Trep?derp. Rxtenpla Tr LW deng. O ePrTde^B M R ul Z%4X.26 Loafing Loafing LoadnO Lcadn9 Loafing Loadrq Lowing Loedrp Loadrp Wadrp Loednp Loedr,p Loving Loafing Loadrp Loednp Loadn9 LoaAng of U Alum.Tube • F Ta 'aBMullion y �"� ET � �� � � � � �•4 � is "a � W � g Z 121n 170.0 620 170.0 435 170.0 74 170.0 178 170.0 86e 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 110.0 1735 170.0 521 110.0 1967 IT0.0 621 _j LLI J W IB 81 170.0 705 170.0 52{ 170.0 DSO 170.0 64 170.0 992 170.0 630 170.0 1133 170.0 bat 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 BBO 170.0 7987 170.0 680 170.0 2267 170.0 860 = u N 60.6251a 170.0 747 170.0 563 170.0 8% 110.0 631 170.0 1048 170,0 684 170.0 1195 170.0 723 t70.O 1345 170.0 747 1700 1191 170.0 756 110.0 17W 170.0 75a 170.0 2092 170.0 766 170.0 TJ91 170.0 756 O --3 0" 51 N 170.0 797 170.0 812 170.0 958 170.0 89l 170.0 1118 170.0 751 170.0 1275 170.0 BOJ 170.0 1434 170.0 837 170.0 1691 170.0 658 170.0 1917 170.0 561 170,0 2231 170.0 661 170.0 2550 170.0 %1 W� F (fl J BO In 170.0 665 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 94 170.0 1594 170.0 906 170.0 Inl 170.0 IO7J 170.0 2125 170.0 1087 110.0 N79 170.0 1087 160.6 2660 170.0 1087 F- BJm 170.0 B30 170.0 745 7700 7116 170.0 850 170.0 1302 170.0 910 170.0 Ilse 170.0 1015 170.0 1617 170.0 1078 170.0 1859 170.0 1172 170.0 2237 170.0 7189 168.7 2557 170.0 1711 145.9 2557 170.0 1171 68 in 170.0 971 170.0 78B 170.0 1189 170.0 903 170.0 1354 170.0 1002 170.0 1558 170.0 7066 170.0 1153 170.0 1165 170.0 1840 170.0 1210 170.0 2336 170.0 1215 161.9 207 170.0 1268 132.9 2437 170.0 1258 Z g s- 721n 170.0 1067 170.0 878 170.0 1275 170.0 1009 170.0 1/8e 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1367 115.5 2164 170.0 1466 121.6 2181 170.0 1629 109.2 214 170.0 1530 2 � 8i$M J 5-o U Z 78M 170.0 1122 170.0 077 170.0 1316 170.0 1080 170.0 1670 170.0 1208 170.0 7791 170.0 1322 165.1 1960 170.0 1421 148.8 I%O 170.0 1605 127.6 IB80 181.8 1516 106.1 1860 151.0 1575 92.9F13. 162.1 1531 J Q11 781n 170.0 1151 170.0 967 170.0 I 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1769 152.7 1081 170.0 1474 137.4 1881 IBJ.1 16% 111.5 1681 147.3 147] 95.2 1681 139.6 1159 85.0 137.6 1151 ? Q N O 60 h 170.0 1320 170.0 114 149.1 1219 127.6 1398 136.0 1186 111.5 1398 121.3 1179 99.4 1398 110.2 1162 69.5 1399 101.6 1147 71,0 1396 59.6 1122 83,0 1798 62.7 1105 53.9 7e.B 1098 ZZZ Q ..Z..O 9?� 961. 147.1 1229 151.5 10% 122.9 1079 105.7 1229 111.2 1061 92. 1229 98.9 104 61.9 122969.6 1029 73.7 1229 02.4 10111 61.4 1229 72.2 903 52.7 1228 65.9 en 18.1 1229 62.1 087 f 08In 103.6 971 105.8 077 88.3 662 74.0 071 77.2 8{9 84.7 071 06.1 037 57.5 971 61.0 626 61.6 871 68.6 816 13.1 971 40.0 798 37.0 W1 44.0 7NX111 h 95.4 919 97.7 B3Z 70.5 819 Be.l 919 70.9 806 69. 91882.9 791 57.0 919 56.7 754 47.7 91B 51.6 77{ 39.7 919 4.e 768 >•.1 010 10.2 742 29.6 91937.1 772 1201n 75.5 768 76.6 718 82.9 705 63.8 786 55.8 695 47.2 766 49.4 806 11.9 7B8 N.1 877 77.7 788 10.5 688 71.6 786 74.9 837 27.0 766 31.0 811 23.6 706 25.1 671 FV (n U) I4 in 43.7 548 4 2 S0/ 38.1 IBB 31.2 618 31.0 491 27.7 615 28.2 183 21.3 518 26.7 478 21.6 616 22.9 471 16.2 616 10.5 461 15.8 648 17.2 455 13.7 516 15.6 N8 Q..(V Z Q TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: x ., Anchor C• •d i•ble Ibe) DP )X(ANCHOR CAP.,,,,,,,,, ANCHOR CAP. $a m� Subs8ale 2.7%Curr Rte 35KCa4. HOD" FYkd"MU PT WOoO Mda ( \MNLLIQN CAP.,,,,.,.., = NIP EIco 114'55 FJto STIP Eko 114•SS Etc. tl,o S1e9 N12 Slee) W2 SIaN Ancna T3pa YIP Elio URMM v1•Fxounracon YIP Elco UNracon yr Ekounrocon Apgreaater Ullwa, Aggn:Gaa St-(G5)Sirm(G5) SIC—(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns UK-on CAPACITY REQUIRED'CORRESPONDING TO AN EOpe Ctriarcepnj 1• z-NT 1" 2-vT 311P t• 2-vT 1• 2.117 T &1rP 7 ore• 0.51' o.32r ACTUAL PRESSURE REQUIREMENT FOR THE FJn0e0nm10 talo' 13'4' 13/4' 13+4' 2' 1-111' 1-1/1' 1-0/d' 1-7/r t•v4• t-vr 2 75'6• 73ra• reks OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anclnrs®1.75'ABM O.C./SIaMaN a Ohe1"IIP lF4 162j 390 bs 390 w6 459 bs BBD los 1614 os n9 bs z00 bs 361 fns 740156 374 Pis 66!1M 916 ae 31i bs N2 w° .6o bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amn 02.68•MIM O C I SI•tdem(a Onse4 CUP 0%3) 740@3 740 bs 6301b3 1485100 1424 bs NIA seo as N/A fi96lfs MIA sao axi wA mzlbs 655 an 1120 vn MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Arctwrs01.71'M9T O.0 I Slamam(a O16e1)Clip 4) 865 ba 0901 758103 1946 Ys NIA WA 705 CS N/A 79010. NIA WA wA 10221bs 7327106 1680 Ne CAPACITY WHICH MAY BE USED TO QUALIFY 4 Arcnorsa3'MIn.O.C.I(2)2SAryle CYpsl Olp.S) 7m bs 7 680lbs /560100 1696 bs Obi Sm bz N/A Iso lis roe IM am 9x1 te92 bs �zbs ease U. ADDITIONAL ANCHOR OPTIONS FROM THE 6 A1rM19®7 MIn.0 C.l(212c5 A kCOpO/(Flg.6T 1170103 1170 98 1020 bs 2340 Us 284103 e1 s ea lbs IIIA 1110100 1122103 1320I 2B3B 9s 10221bs 13z7 bb 1680 wB ANCHOR CAPACITY TABLE. 3Arcrors 01.3/'MIMO.C./UCnp,In1o.125'Alum.(rig 7j N/A WA NIA WA n/A NIA WA WA WA NM WA WA WA WA 073 PRODUCT REVISED 6Arcnod00641 Mln O.C.IUCllp,into.725 Alum.(Fq Bj NIA WA N/A WA NIA NIA WA NIA tYA NIA WA WA NIA WA 21 ae us c rnplying,vith 11w FIMI& 2Mttsn l®268"MIRO.0/FLIP(Flg 0) 370 bs 370106 315M 713 b6 712m NIA 28096 NIA 348108 NIA 410 b0 WA 3/1b3 142 bs 360106 Building Codc ,l0 ro21e.�7j 3Arc Ms01.71'MIn.O.C.fFCllp( .tOT 4431bs 6251ha 37911 873 Ms NIA NIA 353100 NIA 3091ns N/A WA WA 517 aK 664 as B/O lbt Ac plait No G Fxpir6li n Date NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 2.000' 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING TMimn Dnde l'roduclCm FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: • • • • • • • • • HE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • "� �)CENSi; '' �•� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHSJS ALLOWtOIF•• • •• 4.000" N, • • • • • • • .250" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMEWSIONY,SGE SHF>fp S 2�?�.�IOI S BE DRILLED IN ��Sr4 _- • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,}}CCPP OXIRi1ATE HOLE 1.l' NL' v 1 :r. LOCATIONS. s /:- CONCRETE BLOCK UNIT %�•..%(CjR1U�: >'�� FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.ypLlQyly�ND GR9t1T• ILLED •e • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELIpW SOUTHE PI TH AN SGOF 0.55.• y X 4'X.25'MULLION ��/J`i Ut4",i tC�a \ MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS 70118E A MINIMUTA G E AND.Q45"THILTC(1t► .a. • • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL IQCHORSINTO METAL SHAL4FXjEN�AT F1sST 3�`CFj�W A.LYISIJIIJIItLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYh JTEEL-C-8 S.S.OR 490 S6.•• 0•• • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Mullion Copaotty Table Ib87Re tl €q Opening VlFidth(for�edica8y-sp3rrlirg mulllas)or Opening H•Ipht(!or hod zor9elµsparvirg mullions) G Q 50117 60 in 701n so In OO In 100 in 1201n 1401n 180 in yj��rryy�� O Rxlerlquler Trep/TdanB. RectargiAer TreplTdang. Reclan0.du TrgJMwV. Recla gi Trepadarq. R.clrlpd• Pep?danB. Redenpler Treprrdan9 Rect4nprler TraplTdenD. Reclarqulx Tr4p/Tdan9. Rectoviler TnepiManp. Y¢r Q 2 X 8 X.26 L I.ngWating Inedrq Loadn9 Loadm9 Loadrlp Loadrq L..*g Loa&g Loedrq Load Q Loadn9 Lowing Loaduq Loedn9 LoadnO LoednO Loadn9 Loedn9 oY U Alum.Tubs L D t L• �y,• VM .gig ?' a„qgaii : Ffoi Tgili MuIllon a� Isw 8� Is 9 41 g fi $ ,i6� g 1. g `s fi g �� g 1�q � - UJ Z ��m o 42 N 170.0 620 170.0 178 170.0 7M 170.0 478 170.0 BBB 170.0 500 170.0 092 170.0 510 170.0 1118 170.0 621 170.0 1210 170.0 521 170.0 1188 170.0 521 170.0 1738 170.0 621 170.0 1083 170.0 521 J W 18N 170.0 708 170.0 524 170.0 880 170.0 554 170.0 982 170.0 Q30 170.0 1133 170.0 661 170.0 1215 170.0 877 170.0 1117 170.0 880 170.0 1700 170.0 880 170.0 IB63 170.0 880 170.0 1267 170.0 880 : _ a U) so.ersN 110.0 m 170.0 sea 1754.0 e9e 170.0 631 170.0 tae 170.0 684 170.0 1195 170.0 723 179.0 1745 170.0 754 170.0 1494 170.0 755 170.0 1793 170.0 758 170.0 2092 170.0 766 170.0 2391 170.0 Tse O 54 h 170.0 707 170.0 812 170.0 958 170.0 B9f 170.0 1116 170.0 754 170.0 1275 170.0 BOl 170.0 1131 170.0 637 170.0 1684 170.0 850 170.0 1913 170.0 861 170.0 2231 170.0 801 170.0 2550 170.0 881 111 M F- 54 N 170.0 865 110.0 701 170.0 1083 170.0 707 170.0 1210 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 988 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2110 170.0 1083 170.0 287J 170.0 tOBJ H J 63 In 170.0 830 170.0 715 170.0 1110 170.0 1150 1700 1302 170.0 00 170.0 1488 170.0 1015 IT0.0 1e73 170.0 1078 170.0 1669 170.0 1122 170.0 2231 170.0 1189 170.0 200J 170.0 1171 170.0 2075 170.0 1171 } j 2y 66 N 170.0 974 170.0 760 110,0 1169 170.0 903 170.0 1354 170.0 1002 170.0 1558F170.0i228 170.0 1763 170.0 1165 170o 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1266 170.0 7117 170.0 1286 Z V g' $ 0 7291 170.0 1003 170.0 575 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2650 170.0 1488 170.0 2076 170.0 15 . . W g1II>W 0- o rcZ76N 170.0 1121 170.0 037 170.0 1718 170.0 1060 170.0 1570 170.0 1209 170.0 1754 170.0 2019 170.0 1121 770.0 2243 170.0 1 . . . Q S 78N 170.0 1151 1700 967 170.0 7381 1700 1HO 170.0 1611 470.0 1250 170.0 1542 170.0 2072 110.0 U71 170.0 2302 170.0 . . . Q NBON 170.0 1728 170.0 1714 170.0 1581 170.0 1326 170.0 1859 170.0 1486 170.0 2125 170.0 1381 110.0 1703 170.0 2850 170.0 1818 170.0 3188 170,0 2125 ISB.0 3117 170.0 7173 iJB.5 5417 170.0 1381 F Z ;5 O 95117 170.0 1417 170.0 1232 IT0.0 1700 170.0 1134 170.0 IB83 170.0 1622 170.0 2287 170.0 1754 170.0 2560 170.0 1952 170.0 2877 170.0 2005 180.0 3188 170.0 2778 137.1 ]IBB IBe.6 2170 120.0 7198 158.1 2425 g0yDr- 1081n 170.0 1594 170.0 1109 IT0.0 1817 170.0 1547 170.0 2231 170.0 1870 170.0 2550 170.0 2076 154.8 2781 170.0 2271 1l6.J 2761 181.9 273] 12J.8 2781 110.1 ?181 IOS.B 2781 125.9 2231 92.7 2761 118.0 2100 N N 0 0 111117 170.0 101e 170.0 1454 170.0 1900 170.0 1700 170.0 2207 170.0 1832 170.0 2821 170.0 2149 161.8 2832 162.7 7145 138.0 2632 148.4 2218 11 J.0 2832 128.4 2188 87.8 2832 II5.1 2128 65.4 2832 108,7 2088 p' U, 111 In 1700 1771 170.0 1586 170.0 2125 170.0 1659 151.4 1252 158.8 1801 135.1 2252 141.4 1954 120.1 2252 127.2 1878 108.1 ?252 116.1 1816 00.1 7152 88.5 te72 71.2 2252 88.8 1838 67.6 7152 81.4 1608 h X 1441n 125.1 1554 128.6 1445 154.3 1561 100.1 1425 89.4 1581 91.5 1407 78.2 1554 80.7 IJ00 89.5 1581 72.3 1773 62.8 1584 85.7 1358 52.1 1561 59.0 13]0 14.7 1581 48.2 1J05 38.1 1561 k./ 1283 Qa..N Z mO ANCHOR CAPACITY ADJUSTMENT FORMULA: .� � 0 TABLE 138 Anchor Capacity Table be ANCHORCAP.,�•,_ Hollow CMU F•ad cAlu Prwood Ma191 (DP)X( )=ANCHOR CAP_ � � 3u061rete: 27k Concrete 7.Sk Conc. MULLION CAP.,m,,,•, 5'IB'Eko 1/4'S3 Eko 5116'Elco t/4•SS Eko e10 9teel e1281ea1 eft 31en1 Anchor Type: 3/18-Eko uluacw 1/4'Eko U10a. Nlrecai 3/18'Eko 7545x017 1d'Eko Dlhaaai AppeGNa UHrecon A90reGakr Scraw(G5)6orew(G5) Scf-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Pattema EeBe Gsunce(N): r tam r x•1/2' ave• r 2-154' r a1n' z• 3-1/6' 7 o.ae• 0.54• oa2A' CAPACITY REQUIRED'CORRESPONDING TO AN E.DmW nl(N): t-1. 1314" 1$74' 1311' 7 1-1M" 1'171' 1-1/1' L71/• I-1M• 1-771' 2' tJ/8' 1318' wMs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ah-a 4.76'Min.O.C./SIdM•a ar OIMNCIiD(Fp.te2). 7901be 590@54 150954 8901De 164410. 27010! 28015s 3511ba 7401be 3741m BBI Ib. 9/8ke atlW 1121be SBO iba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.i-®1.66-MN.O.C.I91anWd(orOmaO Gip(Fq.nj: 7501554 leo 15s B001e54 17eo Ie. 3232Ibs sw lee 56015. Toe wa Ileo 1554 71e 7554 1272 X/A teB210e fiez On 8B51ba 172015s CAPACITY(FROM THE TABLE)OF THE SELECTED B ArohmQ 1.71'Min.O.C./Steo0•a(or Oa54eq Clip(Fq.Q'. 1180IOs 1100154 10101054 239515. WA WA OOles WA tOB51b54 WA WA WA 1767 ka 1770 ion 22/0 Ow MULLION.IT WILL YIELOA MINIMUM ANCHOR 4 Anchor.®Y Min.O.C./(2)245 Anpfe Wp.I(Fi9.5): 7806• 780 IM BBO Na 1560164 18981be 540 b. 5801be WA 780 ar 746 It. 8801ba 189215' 082 be BBS the 11201bn CAPACITY WHICH MAY BE USED TO QUALIFY e Anchone a 3'Ain O.C./(2)215 Anole CHpe/(Fig.B)' 15601554 15801bs 17601Ds 3120 Ib. 37921be 1080101 1120 w. NIA 1520Itts 1496 ka f Iso 1654 3754 les 1363IDe 17x015. 2214 lee ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arotion B 1.5'Min.O.C.1(212.5 An01e CBp4/(Fq.7): 16801bs 21001ba IMO Ibs J7B0 Im WA WA 1720 Y>n WA 1500104 WA WA WA 2545 H>t 1851 I0. 3760 M ANCHOR CAPACITY TABLE. PRfii)l1Cl'REVISED A.Anc®1.31'Mn.O.C./U-alpC. .5intA q5'Alum.(Fq,e). NIA WA WA WA WA WA WA WA WA WA WA WA WA NIA iq0 bs as complynne wish the FtarUm 8 Andra.®001'Min.O C./U121p,hto.115'AWm.(Fq.0): WA N/A WA WA WA WA WA WA WA WA WA WA WA NIA 2881 ba h-2.000'--1 Uuildui8 Code 16��Z18.0 Acttplaiicc lW � 2 McSas @ 488'Itin.O Cl FCBp(Fq.10): 3901es 7901b4 ISO M 0901ba 18181054 x70 917 2601b6 331 N>. 110 We J111M BSB IW 94815e 311 Ibn 44210 580 W. B 175411 D- By Arohon 1.71'MH1.O.CJ F-CYp(Fq.i tj: 590 N. 700 b. SOS ID4 1298 Me WA WA /701hc WA 5JJ IM WA WA WA 682 @a 8851hs 1120 IDa .250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Miitm d5 Pmdua FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 t 7 t 1 I f 17 7 • • • • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ��11>;;\ N b%/(� • • • •• ••• • • • • • •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS:NMROPMIN!WIDTH&IS OLLOWABLE. - • • 3)MULLION AND MULLION CLIPS SHOWN ARE4N0T'�q••SC/aE.FO T�ft*SION6,SEE SHEETS _` Dlu.5970t' • • • • • • • • 21.23. HOLES TO BE DRILLED IN THE FIENDFOLLOWIAiG DIWgSIO &L�tE RI:rION SNOWN ON _ - SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOC ATISNS. FIGURE 5: FIGURE 6: FIGURE 7: 0 ANGLE • • • • • • ••• • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `7 �- y1'nl L O!" (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CQNFWWO ASTy .WOOD SHALL BEPRESSURE-TREATED "(� • • • • • • • • 5"71 YELLOW SOUTHERN PINE WITH AN SG Of 0.55•AWMINU �hLL�E�63-T5 AlID BE A MRJIMUM OF.125' MUST RE THICK.STEEL STUDS TO BE A MINIMUM aR4D�33 AND.04 THI 1 GAUGEjASTRU jURIRL STEEL TO _ ;7`?I()(�/'•,\_1;i� • • • • • • • • USED IN BE AT LEAST.125-THICK AND A36. l0 NCHORS IN11C METAL SF16LL§XTF&ND T•LEAS 3 CREW 2'X 6'X,25' A.LYNN'WIILL�R,P.E. PAIRS. THREADS BEYOND THE MATERIAL.j1Q f6d12 ADeHORS IRTO*VOED WAY BE STEEL,14 S. .OR 410 S.S. MULLION FL P.E.p 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE14A ® �� 2 Mullion Ca ac Table IbelR1 Opening W19th(for vertically-speming muplorts)or Opening Height(for InDllzontaly-sparring millions) ' a 501. BO In 701. BO In 901n 100 in 120 In 1401. 1601n 88 0. fteclengular Trep7dang. ReclangNar Traprrrlanp Rectangular Trap/Tdwv Rectangular Tr.p/Tdang. Rectangular TraprTnarp. Rectangular TrzprTdare Roclalpular TraplTdare. Rectangular TraprTdang. Rattengg TrLoadinng 2 Ya3L U 1.26"a 2.11,- Loading Loading Loadng Loading Loading Loadrp Loafing Loadlng Loading Loading Loading Loafing Loafing Loading Loafing Loading Loatllrg Loaolry '1 X.126"Alum Fth Tube Mull � �• ._ �• g �� $ g • �g I� Z °� N o � J12 42 526 167.0 428 120.2 526 140.9 419 103.0 526 138.9 414 90.1 528 1N.8 411 80.1 528 INIA 411 121 526 13.1 411 80.1 628 tN.7 411 51.5 526 IN.1 d11 45.7 526 1N.1 411 J W 8.6 403 100.0 333 80.5 403 94.7 325 69.0 403 %.4 320 60.4 403 a7.4 311 537 407 78.1 715 48.3 403 70.6 314 40.3 403 78.0 J+/ 34.6 d03 76.8 311 30.2 403 70.6 314 cl� Z o 0 2 3 382 91.0 301 66.6 362 79.3 294 50.6 362 71.9 209 51.5 362 87.2 266 45.7 362 64.6 284 01.2 361 636 283 N.3 362 63.6 283 28.4 362 67.5 283 25.7 362 83.5 293 O 7.6 316 74.1 267 56.5 316 84.2 281 48.5 J18 a7.7 258 424 318 535 253 37.7 318 50.6 250 33.9 318 49.5 249 28.3 316 49.1 248 24.2 318 49.1 2d8 21.2 318 49.1 248 m I- 9.5 2511219 41.2 250 45.7 214 35.3 258 40.7 250 30.9 258 37.2 207 27.5 258 N,9 204 24.7 256 JJ.4 20J 20-6 258 32.2 201 77.7 256 322 201 165 256 322 201 V27 234 /5.8 200 35.6 2N 19.7 185 30.5 234 N.7 192 26.7 2N 37.6 189 23.7 2N 29A 16627.4 ZN 26.0 181 17.8 2N 286 183 75.3 234 205 167 73.4 2N 20.51637.2 213 J9.4 183 31.0 213 33.7 179 2fi.5 213 298 176 23.2 217 270 17J 20.6 213 2. . 169 75.5 213 22.2 787 13.3 213 22.0 1B8 11.8 213 22.0 788 z ..�gWJ s8.6 179 30.1 155 239 179 25.8 152 20.4 179 225 149 179 179 &Z4.3 161 25.4 140 203 161 21.6 137 17.4 161 19.0 735 75.2 161 17.0 1Q 25 152 23.6 133 19.8 152 19.9 131 76.i 152 17.5 126 ~ N Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q X Z o Anehor Capacl Table(Iba) ANCHOR CAP-,,,,,,,,., _ ~ N SuAlydte 2.71,Concrele 3.5x cac_ DF;v, ( ANCHOR CAP.,;, to 04 o a tWeow CMU Faca cMU PT Wood Meta ( )X MULLION CAP..k°,.,,� (O 5x16'Eko t/r S5 Eko 5/16'Eko 1/d'SS Eko ....yed #12 SIe I #12 Steel N N ArcMr type Y16.Elco Utlydtm 11r Elco Uaracm lld2tm 3116•Ekd Uaracon 114•EkOUllyd(Orl agge(;a1m Wracm q�e1aalor Straw(C�)screw(�5) strew(nsl USE THIS FORMULA TO OBTAIN THE'ANCHOR `1 Y Anchor Cllp Pehem■ CAPACITY REQUIRED"CORRESPONDING TO AN � to Et1)°0 tarce(nT r 2a¢ r 2.12 3-Ire• r 2-7rz• r 2-trz• r at/a r od6 05° °�4 ACTUAL PRESSURE REQUIREMENT FOR THE N EmSeaii 611(In} told' 13rr 1yY 13'r r 1-7/4' +-t/d• 1411' 1-711• 471r 1-1/r 7 t-ve• 1�'6s OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z 4 a,cmrs®s'INn o.c.r(z12c5Arlge aws/ff +T 780ID4 leo Ids seotm 1550 ros 189615s 5a es 5soros wA 76o ros 74811. Seo los 1082 ros 592 Ws 685 ax 7430 roe CAPACITY(FROM THE TABLE)OF THE SELECTED fl O MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I-_1.266"--l r-RCUUC I'KE.VIS13D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I as complying with gte Florida l B.ilding Code 1218 03 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Acaplance too Expiration FIGURE I: bac QD 21 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 17Y • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" Mi Dade FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. IL r 125° .. ... 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I �( l"' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAfLVAE PRCSBURE-T�FATED • • •• 1 \ice U�•���;Eid SE-•'(F'Q �% YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608,�a1,5 AND BE 7'RAIMMUIII O�.12f" • • • Q THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STR� U ELt TOBEIIT • • +.26°X 2.11•X.125'MULLION ' SrC V 1= B� OP (INTEGRAL FIN MULLION) � I r LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LPjST 3 E 1 H EA S Y d •• 8//' _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.rDi 410�• •• • • • •• - /!( ¢Q1 / r'. Xi- Ole see • • • • • • • • A.LYtWMILL6 P.E. • • • • • • • • • • • •• • • • • • • • FL P.E.#58765 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e � TABLE 15A af 5 Mullion Capacity Table IbaM° af�c! Opening Width(tor verlicall'sparldirg millions)or Opening Height(for honzorlaksparrirg mullions) o 701n 80 N 801n 1001n 120 In 740 N 160 hci 50 In 60In u ReclanWler Trep`llfen0. RectugJar Tnep✓Rlug. Reclangd., TroplTdenB. RectangJer T.WTdenB. Rectangular 7raWMang. Reclanpdar TroplTdenp. RaclenWiar TralVl6enp. Reclenrglaer Trep?deng. Reclentlular Traplydeng. oY V 3.26'70 Laadhg Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading Loading Loading Loading Lowing Lowing Lowing Lowing DEO.30 r r p r r r r r t r r r r LL BAYMULL g r� 1Z� �. 0 � Ill IS y fr 1tBy�[ �yy� 1 1 I 1� o d d¢ did S ¢ C did g J J W {2h 170.0 620 170.0 475 170.0 7N 170.0 478 170.0 868 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 321 170.0 1210 170,0 521 110.0 1188 170.0 821 170.0 1773 170.0 521 119.1 1710 170.0 321 = _ 48 h 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 17D.0 677 170.0 1417 170.0 880 162.2 1522 170.0 680 130 6 1522 170.0 880 114.2 1622 170.0 0 a S w 50.8261n 1700 747 170.0 587 170.0 898 170.0 671 170.0 1048 170.0 681 170.0 11% 170.0 723 1700 13+5 170.0 747 164.2 IN3 170.0 766 138.8 IN7 170.0 766 117.1 1147 170.0 758 102.8 1147 1700 758 ca 0 a 61h 170.0 797 170.0 512 170.0 058 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 180.4 1153 170.0 837 1N.3 1753 170.0 858 120.1 1153 170.0 861 101.1 1753 170.0 881 %.2 i353 170.0 881 H J 60 N 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1210 170.0 878 718.1 1218 170.0 9N 128.9 1218 159.8 938 118.8 1218 152.1 921 87.1 1218 146.1 917 67.5 1218 148.1 BI7 73.1 1218 118.1 917 W 87h 170.0 930 170.0 745 170.0 1118 170.0 850 160.2 1130 168.8 933 131.4 1150 153.0 911 t18.e 1150 N1.9 898 1%.1 1150 134.2 885 87.6 1150 728.7 871 75.1 1160 128.2 810 85.7 1150 128.2 670 Z rn g m 66h 170.0 874 170.0 789 152.4 1018 185.8 881 110.8 1018 118.8 884 114.3 1018 133.1 550 101.8 1018 123.1 839 81.4 1048 118.8 870 78.2 1016 109.1 821 65.7 1046 108.2 810 57.1 1018 108.2 BIB j J LU C 72h N0.8 880 117.9 781 117.4 880 128.0 748 1 66 080 110.8 734 08.0 860 100.0 722 78.2 880 92.0 712 70.4 880 88.2 70.1 58.7 880 78.2 693 50.3 880 78.5 888 44.0 880 76A 688 J U rcZ 371.117. F- 78h 1187 790 125.1 690 89.8 780 100.4 878 85.5 780 83.7 663 74.8 7% 83.9 852 88.5 790 76.9 61] 58.9 7% 71.7 835 !98 790 85.1 621 12.8 790 62.1 878 17.4 780 81.5 617 76 h 110.8 750 115.5 657 71.7 750 98.1 814 791 750 85.8 632 69.2 750 77.1 621 61.6 750 10.6 612 55.4 750 55.7 605 46.2 750 59.4 594 39.6 750 58.2 588 346 750 55.5 686 Q m Z N O p O 90 N 72.1 667 7{.4 500 00.1 583 62.0 181 61.5 fief 51.8 483 45.1 583 48.9 175 40.1 563 N.4 +88 38.1 583 40.9 182 30.0 667 162 152 25.8 563 73.3 145 22.5 581 11.8 N2 UJ o� %h 59.4 4% BI.1 N1 19.5 !% 61.5 175 12A 495 N.8 427 17.1 4% 39.8 421 17.0 495 36.1 415 29.7 4% 33.2 409 24.6 4% 29.1 100 21.2 195 26.8 794 18.8 {% 25.0 390 108In lf.7 391 42.6 35] N.8 391 35.9 318 28.8 381 11.1 742 26.1 381 27.6 337 23.2 191 24.8 37J 20.9 791 22.8 728 17.4 SB1 78.7 521 14.9 391 17.8 315 Q �Y `.L 1111n 38A 770 78.2 375 32.0 370 33.0 330 27.5 370 288 325 21.0 370 25.3 320 214 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 (n 0 o 120In 30.4 117 30.9 x69 2s.3 N7 26.0 x84 21.7 317 22.5 260 19.0 317 19.9 276 18.9 317 17.9 273 d..Ih Z sO IN In IT.B 220 17.8 203 2 ANCHOR CAPACITY ADJUSTMENT FORMULA:� � g -+p-7 TABLE 158 Anchor Ca eel Tibia Iba ANCHORCAP.,a„,_ _ Hon-CMu Feed CMU PT Wood Memel (DP,„,)X� ANCHOR CAP.,,, Suhelrole: 2.7a Concrete 15k Cone. MULLION CAP. ,,,, 5111 Eko 114'9S Eko 5118'Eko 1!+'SS Eko N10 SIee1 Nf2 Steel N12 Steel Anchor Type: 3118'Eko UlVaeon I//'Eka Ullrecon Uivaeon Y18'Eko Ulveeon 1!4'Elk..Invewn Ag7eGalor IMrecan AppreGela 8erow(G5)fiorow(G51 Saaw 4. USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED'CORRESPONDING TO AN Edge aelence(in) 1' 2-111' 1' b1rY Sare• r airs• r zarr r 1-U8' x• o.N• 0.51• 0.321' ACTUAL PRESSURE REQUIREMENT FOR THE ErnMdnant M7 1JI1' 1-LI' b3l1' 1-3/1' 7 aU+• 1-1l1' 1-1/+' 1. 41 M' 1-III• 2' 1J18' 1-3Ie' vMs OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Ankh-05'B4n o.C.1(21,r5 Ang.aipa!(Fq.1): 1909u 7B0Ibs +50 Wa 690 lbe 1700 be 2701oa 28016a 3`.M 11u 7101ba 3711Oa 7201bs 646 lbs 711 wa F442 Ib. `.ao Aa CAPACITY(FROM THE TABLE)OF THE SELECTED +protons 3.5'k!O.C.I Q)xaS Argk Cagl(Fb.2T 7801be 1600 Z, 780 qN 1870 tM 25x51ba 540 Poe 5801W NIA tt2o lie u6lea Bao lea ...... Be215s BBs lie 1120 len MULLION.T WILL YIELD A MINIMUM ANCHOR 8 Anchore®x.71'Min.G.C./(2)2r5 Anglo Clips!(Fig 3T 11201be 1120 IM am IN 22/81oe 22511M wA BlO lea WA 10591oa WA 13201W WA 102210a 17211eb 1880 bs CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE `P.OnUCT REVISED ANCHOR CAPACITY TABLE. rRE m complyingith We Flo" R.AdAcco nla ) a FIGURE 1: neec No 6'Or 18�• TABLE NOTES: P 3 P pimliar Dale doll • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY Mi Dodo Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,•11111 1 111, FIGURE 2: .125' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEEiEET$� 3. • • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON`HEETSTT�t1- • • • • • • • --30'- '•'''\1Gf3I•�'7` 1 _ • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • •• • • • • • _ • •• • • • • ••• • 3.250' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ROOT-FILLED • • • • • • 1 rJ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSUf�-IREA1��• •• • • • •• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' - • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'SAY ->) - 0F ATF LEAST.125'THICK AND A36.ALL ANCHORS INTO METALS EXTEND AT(EAST 3 SCREW THREADS BEYOND MULLION .. .... • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. • • •;% F- • • • • • • • • • • 1,31 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN MIL5870 P.E. • •• • • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r I TABLE16A F Mullion Capactty Table bsMe 5 Opening Width(for 1ertcaINISParlrlirg mitlions)or Opening Helght(for horizontay-sparring MU110115) a 501n BO In 701n 80 in OO In too In 120 N 14C N too In o Recterl0ular T18yTdan9. Re<len9uler T1ep7Tnen9. Recte11y.11M Trap/Tdang. RWsngdar T'wTAeng. ReclanpAer Trap/TAeN. R own9dar TrepRdeno. Reclen9ulr TreplTdan9. Racla W-f Trap7Tder19. RectvgAr Trap/Tdn9. i rc Loadrq Loedn9 dad Lwdn Loedn Loadrp Lwdn9 Lwdnp Lwdnp Laadn9 LNdn9 Lwdrig Loadlnf7 Lowing LoednO Lwdng l.oednY Lwdrg pY U 3.25"46 00 0 0 u LO DEO.AL n n z qqn s _ _ zp" a'_ _ k $ g y g $ g 4 BAY MULL �• ZS� g c7 d � it cy u c3 rS uFH 'e � gN W $rc �e �0 0 W 42 N 170.0 620 170A 435 170.0 744 170.0 478 170.0 BBB 170,0 We 170.0 092 170.0 518 170.0 1116 110.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 173S 170.0 521 160.3 1671 170.0 521 J W 40 In170.0 708 170.0 521 170.0 650 170.0 584 170.0 an 170.0 630 170.0 1133 170.0 681 170.0 1275 17D.0 677 MR 1417 170.0 860 163.7 1637 170.0 680 110.1 1677 170.0 880 122.8 1817 770.0 880 2 _ K 9 �7 170.0 70 170.0 587 110.0 898 170.0 831 170.0 1016 170.0 884 170.0 1185 170.0 723 170.0 1115 170.0 747 170.0 1451 170.0 758 147.1 1552 170.0 758 128.1 1552 170.0 758 110.1 1552 170.0 756 W o Q 170.0 797 170.0 612 170.0 VA 170.0 691 170.0 5118 170.0 751 170.0 1275 170.0 803 170.0 1431 t7o.0 877 155.2 1465 170.0 658 12D.3 1155 170.0 881 110.6 1155 170.0 681 -i7.0 1155 170.0 Bet m J 170.0 855 170.0 701 170.0 1083 170.0 797 170.0 1240 110.0 878 157.1 1309 170.0 9N 138.7 1708 170.0 888 125.7 110D 183.5 0W 101.8 1300 157.1 082 89.8 1308 167.1 082 78.6 130D 157.1 062 F-' W 170.0 910 170.0 7/5 1700 1118 170.0 850 182.0 120 170.0 910 1425 1247 184,5 983 126.7 1247 162.6 955 114.0 1247 144.3 952 95.0 1247 138.2 008 81.4 1247 135.7 035 71.3 1247 115.7 015 Z rn g m 170.0 W{ 170.0 789 170.0 118a 170.0 O03 148.4 1100 163-7 965 129.9 1100 117.0 915 115.1 1190 138.5 026 103.9 1100 128.9 014 86.8 1100 119.3 606 7L2 1190 118.1 691 BIA IIW 118.1 803 j ? Z a72N 161.6 1010 189.8 877 134.1 1010 144.8 859 115.4 1010 127.2 842 101.0 1010 114.7-828 80.8 1010 105.8 817 BO.B 1010 08.9 807 67.1 1010 BOA 795 57.7 1010 97.8 780 50.5 1010 87.7 788 J 7B In 117.4 906 1{1.6 702 114.5 9118 122.0 775 06.1 908 1117.1 787 85.8 9(18 96.2 749 78.3 BOB 68.2 736 68.7 908 823 728 57.3 OW 74-7 718 40.1 906 71.2 710 42.9 906 70.0 70a Q 3i } i 781n 127.1 801 172.5 764 105.0 681 112.5 730 00.6 681 08.8 725 75A BBI BB.S 713 70 B 801 81.0 70] 81.6 S81 75.1 881 57.0 661 00.1 861 15.1 8111 61.5 875 39.7 681 83.7 672 Z Q Q N W N 82,7 60 65.1 571 68.9 816 72.1 561 59.1 646 62.8 554 51.7 848 58.1 545 48.0 60 50.9 537 11.1 618 47.0 530 31.5 648 {1.5 51O 28.5 618 38.2 511 25A 846 78.5 507 W;Z O oM�r 9e In 68.2 586 70.1 506 56.8 588 50.1 100 18.7 588 51.4 191 42.8 588 15.0 IBS 37.8 568 41.1 476 34.1 555 38.1 470 28.4 568 33.4 459 24.3 568 10.5 152 21.3 588 28.7 H7 Ln �N o 108N O.D 448 189 405 39.9 NB 11.2 7DD J{.2 4{B 35.7 397 29.9 t4B 31.7 387 26.6 IIB 28.5 362 23.9 N9 28.1 377 20.0 440 22.7 358 17.1 IIB 20.4 361 15.0 449 18.8 3551 w Q 111 N 44.1 426 15.0 385 38.6 425 320 379 31.6 425 32.0 373 27.8 425 28.1 367 21.11 125 28.2 382 22.1 425 24.0 756 10.! {25 20.7 350 15.8 125 16.8 J13 3: N 120 N 34.0 304 35.5 331 29.1 304 29.8 326 -24.9 SBI 25.6 121 21.8 304 22.8 317 18.4 381 20.5 J11 11.5 SBI 18.7 109 Q..V Z Q Q 1441n 20.2 253 20.4 233 18.8 253 17.1 230 d .0'0 TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Libel ANCHOR CAP.,, ,, ` SWalntle: 23k Cancrele 3-51,Conn. Ho9ow CMU filed CMU PT Wood McIs1 (DP.,)X(_ANCHOR 1=ANCHOR CAP.,,, MULLION CAP.,,,,,,,,,,7 5/15'Eko 1/4'33 Eko 5118'Elco t/!•SS Eko #10 Slee) #12 Steel #12 Sled Anchor Type: Y18'Eko mt-on 114'Eko Utb9cen UlUecw X18'Eko Ul r.. 1/4•Eko Unraem AppreGetar Uarecon AW.Ga(or screw(05)S-05) S-((35) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns CAPACITY REQUIRED"CORRESPONDING TO AN Edge Otflance(N)'. t' 2-t? 1' 2-17 1-1- 1' 2-12• 1' 2-07 r 74/8' r 0.16• 0.54• 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE -EM t ftenUN)' 1.314' 1.314' I-Y4' 1.314' 2' 1-1/1' 1mI' 1-111' 1•ln' 1-111' 1-u4' 6l 13rlb 1-111' 1eileS OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anttalfa®5'Min.O.C.I(2)2[5 An91e Ckpe 1(FI9.11. 390 Na 390 IN 450 Wa 890 Ns t7001bs 270 IN 2B0Ila J51 Ws 710 as 17!IN 7201N 9/81N 311 be 4421811 ` IN CAPACITY FROM THE TABLE OF THE SELECTED /211-1 Anch-4y].5'Min O.C./(2)215 Arg.C9ps I(FID.27. 780Ibs 7801,511 7901,511 1870IN 252510s 5740 ba Soots IDA 11201N 748IN eeO IN leaz IN eez nor ees IN 11zo•s MULLION.TWILL YIELD A MINIMUM ANCHOR 6 Anchue®231-Min O.C./(2)245 Angle Cope/(Fq.7P. 1120 We ltzo IN Dse fbs zzle 1N 2254 U WA e4o IN WA 10591N WA 1321 FJA 1oz2lba 1327 ks MCI wa CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f ItO43UC'f REVISED N complying s,ah Yla Florida FIGURE 1: Huilding Code TABLE NOTES: A-Ir4ance No 1fo•OZ�S.o.3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ea inllan Date ZOZ) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mien, Pmdtoa 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWAEABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE"ETij&1j3.• • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON66HEETS 21-�. • • • • •.1 45°-�\ �,�0' • e e • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • •• • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDr+Fj&1T-FlL FiU • • • • • • • 3.250" No.��i"•I`' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRES- REAT •• • • • •• FIGURE 3: (r.- • • e • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' '.�` 1� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY t1 LL LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION S j z;ir,l c Gr .,.. THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. • • ••• • • • ��/,`�' /7,0!i\Vr: ��•` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • • • • • • • • • • ( A.�LI'NN1ty11�L2R;b.E. • •• • • • • • • • FL P.E.#58705 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1.000-1 1--1.250---1 p,N -'1 1.000" I-- --j 1.000" - I--,.266•�i c3 o -( 1.000' r'-- �j 1.00o" �-- - -.125" I .. a T .125 --.125' o i l 2.750' 2.750' -.125' 3.125' 3.188" d a-j .125" N .125" .125' 2.116" m 2.000' 2.0100' -T 265" .125' Z `N rc W - .650' .500' p � L 1 .375" 375' (. .900• T J W 1 ° � 1'X 2'X 125*MULLION 1"X2"X.375'MULLION 1'X 2.75'X.375"MULLION 1'X 275'X.850'MULLION 1'X 3.125'X.5'MULLION 1.25"X 3.186"X.265"MULLION 1.26'X 2.11'X ALUMULLION 8083-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 8003-T6 ALUM. O X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X•SECTION m m Z E- - J .125' -'1 F'-'.125" Z I TABLE A Z W g m TI 2X5 ANGLE CLIP Dimension Value(in) For Mullion: �� STANDARD CLIP I O IOW 8063-T6 ALUM. 606SECTI N ��mZ 2.000' 2.125" X-SECTION A 1.625 Q �" d, X-SECTION 2.000' U-CLIP 1'X2"X.125' _ 6083-TB ALUM. I 125 8 2.854 -•125' X-SECTION L Aluminum Z C) Q rn o C 0.895 Tube Mullion Q Z Z o 77"1 D 0.740 Q dor .125"�I I Z --I.740"F- B 2.404 1'X2'X.375' af -j s-, Y - ...{{{ Aluminum F O (0 5.500"- CUT HERE TO I .375" 5.000• D O'90 Tube MUIIIOn Q Q O O .375"__F,- --3.125"---{ _CREATE F-CLIP,SEE I MIN. I .375'MIN. F-- (Lc Z m(1) (p MIN.PHOUNDARY. DETAIL F,SHEET 4 _ A 1.875 i .338"MIN. m O s.0 _ ? B 3.000 1'X 2.75"X >1S � I U-CLIP A f--- ------- L_______-J A A I. fi063-T6 ALUM. { `---------------- 2X5 ANGLE CLIP C 0.757 .375Aluminum TOPVIEW L 6063-TB ALUM. D 1 118Tube Mullion - TOPVIEW ASTANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E 450 Min6063-T6 ALUM. -DASHED BOUNDARY.SEE SHEETS 5.17 FOR THEq 1.312 1'X 2.75"X LE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR UNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1/16'. 8 3.000 .650" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum --DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.836 Tube.....on DIAMETER:ANCHOR DIAMETER 1116'. SHEETS 5-17 FOR THE TABLE B ANCHOR O.C. DISTANCE.MAXIMUM PGT Part# A 1"X 3.125'X 1'RCJDUCT REVISBD ANCHOR HOLE Mull Dimension shoal# B 2'637 mcomplying with 40Fldit 5.500"- -{ .375' DIAMETER:ANCHOR ( ) Mullion Std.Clip Offset Clip U-Clip Angle Clip .6M"Alum Building Code .375"� I MIN. DIAMETER t 1116'. C 0.883 Tube MUII A-plan.No(�-0�8•�� MIN. 1"X2"X.125"(5) 66605 666113M 8861118M 666243M 866511M D 1.137 F pirali Dale X21 - i 1"X2"X.375"(8) 886006 666114M 6661119M 666244M 666512M A 2.625 1 1.25"X3.188' Minn Dad.Product l"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.282 X.285"Alum li B • • D 1.62.862 Tube Mull I 1"X2.75"X.650"(8) 66808 666116M 66�'�121�1 �68?•46 688514M 1"X 3.125"X.500"(9) 66637M 6661116M 1114M JW 2Nr e66815Ms • • D I Vk .. i • • 1.28'X2.11'X J ;r -I 1.25"X3.188"X.285'(12) 68841M 6881117M 6bti1113M :66 1M l669A6M • A 1.813 .121"AIUT `----- -J ------� • • • • • • Tube Mull IyU.5tS10'` - I 1.26"X2.11"X.125"(18) 69370 WA WA WF1 686517AA • • OFFSET CLIP NOTES: C 6083-T6 ALUM. .125' `I o 1,1C Ur .i I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTISNSGNRN ON TWSOWEET• • • -�(�^... /.-I OH1pI, ('2 .740' -�---I 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS d,.A11CHO JO.C.gISTAI CE. • • • • • i;`��,5)�jjJ \. • • • • • • • A.LYNNIty1;14�B1Q;p.E. • •• • • • • • • • 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ••• • • • ••• • FL P. 58705 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • 1.000" 1.000" 1.062" 6 - r_ -� r� 1 r_ �I� 740" ®EE .063 .385" .125" _-I[--.125° r te a .062' Io 438" �Y w .125"STANDARD CLIP 4.000" 2,030" 6063-T6 ALUM. 2'125" 2.000' 2X5 ANGLE CLIP q.ppp• 4.000' 2.625" U-CLIP X-SECTION 6083-T6 ALUM. -.126" I I 6063-TB ALUM. X•SECTION .125' N .125" I X-SECTIONL �b m .125'- .125" L Z N .031' -- L 1 .125' � LLj CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W 125 DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE_ u .375" 155" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 00 o' HOLE DIAMETER:ANCHOR DIAMETER+1116°. L J � OO 1'X 4"X.125' 1"X 4"X.375" 1'X 4-X.375" 5.500" I- 5.000° -- Z c) (n MULLION MULLION "T'-MULLION CUTHERETO I 375' H,. O <0 J 6063-T6 ALUM. 6063-TS ALUM. 6063-T6 ALUM. 375• 3.12:i '375 I MIN. J -- 'I_CREATE F-CLIP,SEE ? Z X-SECTION X-SECTION X-SECTION MIN.���'111 j DETAIL F.SHEET 1.250'- .375" Z 2 E _ ___ ___________11 375' - $g� _______i _ CENTER OF i_____ I � , LLJ aZ 1250"- 1,250--�{ I I I I Z I ANCHOR HOLE I I MIN. -j MUST LIE WITHIN I I J d I I I THE DASHED 1 H-, U I I BOUNDARY.SEE a 0 I I I F SHEETS 5-20 FOR F I __ ..__ ____I _ Q Z Z o 2.875'F T r 4 I -THE ANCHOR O.C. f� Q 8 "O c,- I I I I F I DISTANCE. I 3.94" I I I I MAXIMUM I N Z N S S 3.253• 3.250' I I ANCHOR HOLE I � O Y Y I I t I DIAMETER: I J (A .100' 'a�24 00" -.100" _ �_______� �_ - ANCHOR i______-___._____ _____i DIAMETER•1116'. Q Z c O 2X5 ANGLE CLIP mC) r� 100" " �6i4" L STANDARD CLIP U-CLIP 6063- ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. --i .820" h- T --1 .820" 1-- -yl .820" h-- -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1,25"X 3.25"X.100' 1,25"X 3.25'X.624' 1,25"X 3.94"X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLIONMULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimanalon Value(In) For Mullion: Dimension Value(In) For Mullion: 6005-TS ALUM. 8005-TS ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116'. 7 Xq• F 1.938 1.25'X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125" G 0.500 X.624' H 2.680 Aluminum H 1.438 Aluminum 3.469"- 5.500" I 3.000 Tube Mullion 1 3.250 Tube Mullion --2.661" .125• .375' _ -.375" F 3.187 1'X4"X F 2.625 1.25'X3.94' Q- I 1.877" MIN. G D.757 .375' G .H 2430 Alumitwm H 1.500 Aluminum -,,;4,y1cTR6vISr:D IV(�GOFF.SET 3.000 Tube B'T I 3.250 Tube Mullion cunytlyin8wish We Florida F 2.250 1.25'X3.25' F 2.813 30'88 MUM Railding Code (fo"O'Y18.OG 0750 X100' F 2.875 45'Ba Mull Acceptance No 3.125'' I E pimli Date $O'1) I I I H 1.500 Aluminum.125" 45°-(- 2.250' i 1 I 3.250By _I I Miam Dade Product50'45'BAY MULLION 3.250" ITABLE D 8083-iBALUM. POT PartB �\ Yw30°6AY MULL • • Nullin SldClip OHwlC11p UCllp Angle Clip �- Q3 . .""".•.8063-T6 ALUX•SECTION • ENS" X•SECTION I • •rf'XC X25' 10) 8 t388111M 8861122M688241M 858518MP •I .125" M. 6681123M 666242M 66651BM )70" .228' �--,981"-� .226" � "� .749' TOPVIE •• 1'X4"X.3 5"T 1) 3 936112M 6661123M 666242M 6W519M _ ' 140. ` - NOTES: 1.25 X3.25°X.100'(13) 20180 0601127M 6WI124M 6562410M 6665115M b1.25' 3.25"X.624°(14) 20161 6861128M 6681125M 6W2411M 6665116M1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • ••• 01L"X.624605) 2016 6881 7M ON1128M 668241M 666517M ��2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 D e( ) • Bfis19 WA• WA WA 6665110M i. . L(1R i0e0ree(p) • •6 A WA WA I 6665111M ��Sofa I/\\•�• A 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. • •• • • • • • FL P.E.. 587 SB705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E ® � MullDimension PGT Part# (sheet#) Mullion Std.Cllp U-Clip Angie Clip ,125' a o 2"X4"X.25"(16) 66602 666261M 666271M 6665112M ��a" W STANDARD CLIP U-CLIP 2X5 ANGLE CLIP of O 2"X 6"X.25"(17) 66604 686262M 666272M 6665113M 6063-TB ALUM. 6063-T6 ALUM. eo63-TB ALUM. d 2.000' X-SECTION 2.125" X-SECTION 2.000' X-SECTION NOTES: N 125" .I .125' caj CO 125' r L 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 Z �nl rc DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I I--1.490"--I O J W HOLE LOCATIONS, I---1.490'--I J LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. = Of --� 5.500'- `L CUT HERETO 5.000' _ _375" W C) F_ -3.500' CREATE F-CLIP. MIN. I Z M --2.000"- .375' _SEE DETAIL F. .M N .375 r I-- Q J MIN. r SHEET4 U) zm --- ?€ 1y i€� O O LLI O_- ¢ Zi �_ 1 � 4.000' _-- - - - I_.- 3.438. @- -.i - 3.438" -_ _-__- _!�- Z U Q rn o .250 2'X 4"X.25" ' "-- 1 3.438" Z.. c0 0 MULLION 1 I Q O 2- 6063-T6 ALUM, I I .375" Z o 0 X-SECTION 1 i - rMIN. W 0 STANDARD CLIP 2X5 ANGLE CLIP ¢ Q Q U-CLIP,6063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. d" Z U) U) CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2'X 4'MULLION SHEET 16 .250" -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW � 0�O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE ¢� C?AMETEK:ANCHOR DIAMETER«1/16'. -WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5-20 FOR THE ANCHOR O.C. --- 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER.ANCHOR DIAMETER*1/16". 5.000'- ----2.000'--j 375" 3.500"- CREATE F-CLIP, 375' 375" �� _SES DETAIL F. f MIN. MIN. MIN. SHEET 1 375' I I I "i:O�i)UCT REVISED 1 j as complying with the FIvrj& I I I I O6ildingCode 16.0 18.03 1 1 A-pla a No I 1 1 I E pirxnar Idle -zoo) 4.688' 8.000" f -j- T- -_i � *- 5.438' I I 1,11111Ir1, .250' I i 5.438" I 5.438' i \: (.N� 2'X6"X.25" I ' • •• • • P _ MULLION i I • •• • • • • •' • _ _ 6083-T6 ALU M. • • • • • • • • f'n.58705 - X-SECTION • ••• •• i •• .375" - I ' L -------'------------�- MIN. er�'b .'�") 51 L 0 ago ago 0 • • LIP U-CLIFO2X5 ANGLE C STANDARD CLIP 6063-T6AR1M. • • • • • • • • 6063-T6 ALUM. ��i�1�ONAI USED FOR 2 X 6MILLION MEET .250" 6063-T6 ALUM. ' ' N •• • • e •• • • TOPVIEW r r' 1 11 TOP VIEW A.LYPIN FAILLER,%P.E. TO vjEly • ••• ••• • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • a • •• •• >1 P. 1. F VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. „ + NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'-32-1-65'.REFERENCING SHEET 25,THE COLUMN USING • "��.V u _ F----1_- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED --�- _JE DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.E \� FROM TABLE 3A.SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULDATION NOT BE SUITABLE FOR THIS APPLICATION.CT'S VALS FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. tV_ m -' - - 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ZJ? ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL.DE3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL WSHAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.T 0�_ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W DO rlo u+CHDRS w wINoow SaL 1 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M _J i �ll co 32' 32' ~ J MULL WIDTH 836 LBS l (60 PSF)X( 72 7 PSF/=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) ? u r -OPENING WIDTH i - Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH 15 2-318".THE OPENING REQUIRES A N �W DESIGN PRESSURE OF+50.0/-55.0 PSF. U mZ FOR THE VERTICAL MULLION: ~ Q N 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36"+36"+1"=73'.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF BLE. AND WILL J $O � MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS W d FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 0' MULL WIDTH--�r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. � t FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(LENGTH v 108 OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d F71 LBS t Z m(1) N -SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED O 9 . � 0 lw >o -SEE DETAILS, 1, 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36'+2=74",NOT 73'AS PREVIOUSLY $ rc� PRODUCT'S 2.3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN rI APPROVAL THE 73'DIMENSION(35-1/2'+35-112'+2"=73-). 1 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I- _-.- - - CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8"•CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - SEE USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a DETAILS. DETAIL E, OPENING SHEETS 21 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCT U I MULLION mplyint'Olh aa {'Nifb 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72"+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Beild68 Code USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(@ LENGTH=42-,OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Acceptance N.u8"02/b•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B pim-Date /102( SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Minn Dade product 2-3 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \I I I I I I/ l ANCHOR CAPACITY OF 521 LBS. 4,1 •• ••• • • • • • 00 -c1 ; 36'.HORI2. _ 31',Ho0¢. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE S14AE ANCHOR:APXCj OF%21 BSRABtE 1!B FOR THE U-CLIP SHOWS THE ANCHOR II�MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFOREDBUITABIfcfOF;THIRE�l11Ft D�1�F�R C•A:ACITY REQUIREMENT OF 521 LBS.THE . I- OPENING WIDTH FOR VERTICAL MUu� ANCHOR TYPE IS A#12 STEEL SCREW. • • • • • • • • • i•!o.:i9705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION INTERSECTION). O 5 ilff O THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIO • • • • U!t\0.;.:'\/:j•,� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SgSTEt TH L�WERUES}('iN PRESSURE,Of MW.LIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQINRES THA&WE OTL THF�MUCLIO AND THEfENE:RA:ON PRODUCT BE INSTALLED IN A.LYNN MIL IE P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRA•6)6•J4D FbNESTRATIOV OD j TO MUM". • FL P.E.#58705 ••• • • • • or • t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING:q, I PW PWS; PW I o2 SH/DH SHIDH SH/DH SHIDH- i PW PW Z N smLLI LLICC m V7 D / / m o� o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED I I DOORSGO 4-1 — -- — LOADING OF VERTICAL MULLION f $ }W d — Lu� S rcZ ' --\ - LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q -j -t / 1 Z Q m o PW \ ESHJDH F�j� �Hl.H \ Q Z N ,OPW PW W yp0 cLij PW - _ _ _ _ _ _ Q U) (nSHIDHSH/DH - I -_ -I Q O Z O ono I SH/DH $ ��m� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �\ C SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR / I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I UHNGED I NOTES: PW PW az,Co plyi'tREVISED - _ 1 1)DRAWINGS ARE building Code�� Fbride I RERESENTATIONS OF TYPICAL A,-P,-cc No p3 - PW CONFIGURATIONS. ¢x ienti Date 2021 - CONFIGURATIONS NOT SHOWN 1 PW by MAY BE EXTRAPOLATED FROM Mi+mt a f4nduG i � � THOSE SHOWN. •• • • • 2)IF THE LOADING TYPE CANNOT �`'1N LYfr�J It',1Q i� I • • • • BE DETERMINED,USE ,�Ci"•. "". .�/(l�. PW i / ••• •• • • RECTANGULAR LOADING. �F�sF • PW I •• • •• ••• t •• 3)SEE PRODUCTS'APPROVAL FOR Alo SJ7b�. / ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I G) / _ v .�• l6 : r. .- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / .S1 "1 it' ('i.. iL1�OF ORk LOADING OF VERTICAL* •• O • LPADIJ,IG OF HQFRZONT:L A.(kNN IL �R;'d.E. MULLION ••• • • • MULLIQI6• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fit.. Z n M SCIS Noma Log!r, User Registra-lon Hot-,opla SUoMl'SJT`3rqC Slats-&Facts Staff I's Fec BOS Site Ma p Links Search BU S, Product Professional ,045--ffl'-- USER: PublApprovalic User R.--gulation .c„ prcvrr:t AD—oval Rioter,(q; r>AVp il I i,,, >Appllc3tfon Detail CL# FL4940-R7 Application Type Revision Code Version 2014 Applicatior,Status Approved *Approved Ly DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address,"1it:ine/ErnFil; 19551 nows Road I West Chicago, T1, 60185 (615) 441-4258 sschreiber@masonite.com • Authorized Signature Steve Schreiber 000000 0 0 • sschrei ber@masonite.cam 0000 0000 00 0000 0000• Technical ReDresentative 0 0 Address/Ohone/Email 00 00 0 00 0 0 • Qt:alitv Assurarce Representative A-oore-;/Pno.qe,,rma,, C?tegar", Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By lrcd•jc'Approval method Method ', Opnon A edit.DUu!lmttd vii GUi DBte Valida'ed 06/03/2015 Date Pending FBC Approval hrms!iflorjdabuildinq.orq' rt�P f app c�.?5;px?par am=wG'E1-1XOwl D q'LT L gVR k Fj B ig3cibJ R M.f K T dz%v 2Q'vVdLSO%n,3d p V3 J 0a,e AP 06: 2.1)f 1, Summary of Products .................. FL# j Model,Number or Name Description 14940,1 I Metal-edge Steel Side-Hinged Door 6-9"Opaque I/S and OIS Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R7 C CAC N1006115.0i.po Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure, +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4940 R7 11 FL0132.1)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institut where pressure requirements as determined by ASCE 7, do Ii Created by Independent Third Party: not exceed the design pressures listed. 3'-0"x 6'-8"max Evaluation Reports ,nominal size. Max DID - +/-76,0. When large missile Impact FL4940 JR7 AE 5048.odf resistance is required, hurricane protective system is NOT Created by Independent Third Party: Yes required. See installation drawing DWG-MA-FL0132-05 for I additional information. 4940.2 Metal-edge Steel Side Hinged Door 6`8'7 Opaque T/S and O/S Door wl or w10 Sidelit Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R7 C CAC N:.106115.01.1,)df Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions i Other:Evaluated for use in locations adhering to the Florida FL4940 R7 11 FL0132.;)d I Building Code including the High Velocity Hurricane Zone, and j Verified By: National Accreditmvion 4 Management Ivist:tutp • where pressure requirements as determined by ASCE 7, do Created by independent Thijp,%aitwi • not exceed the design pressures listed. 12'-0"x 6-8"max Evaluation Reports • nominal size. Max DP 55.0. When large missile impact R-4940 R7 AE 50213.pd 1 resistance is required, hurricane protective system is NOT Created by Independent Third"": Yes required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0132-05. _41,40 0 9403 Metal-edge Steel Side-Hinged Door T-O"Opaque I/S and O/S Door wl or w/o S;d*elite*s* • Units ..................... Limits of Use Certification Agency Certificate Appmvelri fe, usp it LJV1iZ,-Vo, FL4940 R7 r' CAC NT0Q6'1',sf)?_-_ee Approved for use outside HVHZ.Yes Quality Assurance Contract,5"if"ation Dabee Impact Resistant.Yes 12/31/2020 Design Pressure: +48.-3/-48.3 Installation • 494 R7 I. Other: Evaluated for use in locations adhering to the Florida . FL0133.pd Building Code including the High Velocity Hurricane Zone, and i Verified BY: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: -lot exceed the design p7essures listed. ITn-O" x 8'-0' )�x Evaluation Reports it nominal size. Max DP 48.3, When large missile Impact PI-4940 R7 AE 5016.pd resistance is required, hurricane protective system is NOT Created by Independent Third Party: Yes I required on opaque panels, but is required on glazed panels. i See installation drawing L)WG-MA-FL0133-05. 4940.4 j Metal-edge Steel Side-Hinged Door i 6'-8"Glazed WS and O/S Door wl or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4940 R7 C CAC N!006115,03.[)d Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida i FL4940 R7 ILFLO 34.p Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management institute where Pressure requirements as determined by ASCE 7, do Created by independent Third Party: not exceed the design pressures fisted. IT-O"x 6-8" max Evaluation Reports nominal size, Max DP 50.5. When large missile impact FL4940 R7 AE 5028.r)d resistance is required, hurricane Protective system is Created by Independent Third Party: Yes required.See installation drawing DWG-MA-110134-05 for additional information. 4940.5 Metal-edge Steel Side-Hinged Door W-0" Glazed I/S and O/S Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes `-14940 R7 C CAC N10061,5.04.1)df !MPaC1 KCstsranr; Design Pressure: +43,0/-45.0 Installation Instructions Other: Evaluated for use in loca.,cns adhering to the Florida FL4940 R7 If FL0135.1)d Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute Pr_qPp v EVX Pf __0f.a5PX?.D rarr=� G Qwf11qLI Lq�P,kUjBfgkfb 2j'3 ' =hEte pi-essure ��.-enentsasdetenn/ euoy ASCFzuo Created by ,ty: not e,c eomeuesmnpes,vre,osteu. 67'o^ xo'-rmax Evaluation Reports ' ":rn/ne/size. Max up ~ +*zo/-415.o. When large FL4940 R7 AE 5011B.DL /mnactresistance /srequired, hurricane nmtecuvesystem /s | Created uvIndependent Third Party: Yes /required. see installation umw/,m ows+«x'FLoos'osfor / /xuomona/m�,mauo:. | . cmsaC US` ouone:��-4c7-1u24 n=State of Florida is an^k/EEo°"*"p" `e-lvaczSuumy,l xefuid Statement 'j-de-Florida law,emil addrsses are publ;ciecords.If you do not want your e-mail address rie!eased in res�:onse to a pubk-necrilds request,do not send electronic mall to this entity.Instead,coritact the office by phone.,by L,;,dJtJ­.j mall.If you h,ive ally qUESUOVS,PILdSia WntiLl 650.,487.1395. "Pursuant to Secticn F!cnda Statutes,effectve Octciber 1,2012,ficersees 11censed unJer Chapitcr 455,F.S.must provide the Department with dn ernail address if they have one. nie i,mails om,idej may Le uset lo,ofrival co,muni—ation vilth-he licensee,However ema:l addresses are pub!lc record.If you do not wish to si,pply a pe,,c-1 addr—,please m,lde the I)epa!�mLnt witn an email address which can be made available to ttie poblic.–0 deter�rllne ifyou are a:lcc'twe ride.,Cha;l!P' Product Approval Accepts: ° °°°°° ° °°°°°° °° ° °° ° ° m�x/mo,/uabu|mng,org/pr��v���usp,�nram~wGemo^xo�o�v�x�o�zxV�nm,xT��zowdLso�ad �z Luis R. Lomas P.E, 2.3 St F"t a n ufaciurc,. PJ',asom'e ram,t VA 24541 Report�: 504B 434-659-0609 Date: 05/21/2015 r';IomasCr�lrlomasoe.corn Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantities.and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: Tris analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-r"L0168-07 DWG-AAA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FL0155.06 DWG-MA-171-0170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FL0156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FL0'l40-05 DWG-MA-FLO160-07 DWG-MA-FLO i 74-07 DWG-MA-FLO128-05 DWG-,MA-FI-0151-06 DWG-MA-FLO162-07 DWG-MA-FL0175-07 Anchors to 6e qualified: 1.#10 Wood screw,for installation in wood franne substrates. 2. 114"Tapcon,for masonry installation Anchor capacity in shear condition: Solid nur,3e^s wJ d w/ot gap: Fastener type.#10 wood screw (DlbS 2012,TR12) Sap: g: 0.0000,n Rcot diameter: 0.152 in .Moment arm: 0,0000'n 3!inimum regured penetration: p: 1.140 1n Screw bending yield strength: fM= 80,000 psi Side member:D,•ugi;s Fir-Lurch Main membm:5pruce-Pine-Fir Side member th,c:ness: ,- IG00 in Ma,n member•hici<ness: t„= 1.50C in Side member dowel bearing Siretyin: Fu= 4 650 psi Main member dowel bearing strength: = o,d50 psi 0000 memom dawef bur,ng ieno?n: in Main membe.-c3viei bearing length: A- 0.14u m 0900 •••••• Mode I, Mode I, Mode II Mode LII,, Mode III, •••• Alnydg N • • qm= 509.2 Ibshr. Is c 707!bs/in A: 0.0008 A: 0 G0120 A: 0.00134 • A: 6.001689 P= 580.5 lbs P: 707 lbs 9: 1.07 9, 0.57 9: G? •••• R: •0,000 •••• Kr= 2.200 Ko n 2.200 C: -342.139 t: -212.263 223.5L4••••• •C*••4t9.3.6 • • Z„= 264 lbs Z,= 321 lbs P: 265 lbs Ms= 46.8 rr-lbs MM= 46.80019s• *000 ••••• Ko= 2.2 F= 246 lbs P= 2h3•Ileie•• L• •235 lbs •••••• Mm.Design value: Z= 107 lbs Z= 120 lbs K3= 2.2 Ko= 2WO•••• K•= *..42.2 •••••• Duration Factar: C': 1.6 Z- 112 lbs Z= 11.9 "Wo•• Z= • 107 lbs •• Allowable Design Value I-ZC,): = 171 lbs/anchor • • • • •••• Fasten-type. 1J4"Z7W Topton N.G.A,12-0816 06 •••••• • • aubsrrete:mo�mw­L' n',nmwli uabev.mn' i A,m • • •••••• Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs • • Edge d'stnnce: 2.00 in Tabulated shear design vclue: Z 16I lbs •• Actual edae distance: 2,50 in Reduction factor: 0.85 Spacing: 4.00 in rabulcted shear design value: Z 202 lbs Spacing: 2.00 in Tabulated shear design value: Z = 166 lbs Actual spacing: 3,00 in Reductiar:factor: 0.9; Allowable Design Value rZf_); Z"= 156 lbs/anchor Mininotm anchor capacity: 156 ibslamhw Nore:Anchors with the least capacity is used for calculations to qualityanchors with higher capacity. Anchor calculations,minimum required anchors 36.38 Design pressure: 85.0 psf Max. Anchor IA\t, rt Zone Area Load Ind. (in) OX. Cap. Lead Result A2 ! A2 I 79.25 (ft} (lbs) (in) (lbs) Q� (lbs) A; 2.3 195 N/A N/A 156 2 98 OK Aa 77 556 5,CC :8.00 156 5 131 OK di �o 0 7A; OF , �= ''ff/!f(1111\1� Luis R.Lomas P.E. Ft..No.:62514 t of 2 5/28/2015 Loris R. Lomas P.E. 233 WMain St Manufacturer: Masonite Danv,•"Ife,VA 2454, Report#: 504B 434-e86-0609 Date: 05121/2015 rilomasCairlomaspe.com Anchor Locations: 35.38 0000. 0000 6.04 TYP,----s 6.00 TYP.-! - i I, 1 ' 6.00 3445 MAX.O.C. j -t_ f I' 1 i ' 0000 0000 0000.. 79.2E � • • • • 1 0000•• •• •• 0000•• i -f- • 0000•• • • • 0000•• I 0000 0000 • • 0000 •••• 0000• j 0000•• •• • 0000• •• •• • •• 0000•• • 000.00 • •• i • • • • 0000•• i � 0.00•• —� j • • • 0000•• 6.00 � _r . . •0 i Note: Anchc vocations indicated in this document are the minimum required for the descr!-,.2d Poduct exposed at the design pressure indicated herein. 4.- TA�OF NAL Luis R.Lomas F.E. FL No.:62514 2 of 2 512812015 NOTICE OF PRODUCT CERTIFICATION �p GEATtFjc4 ''oyQ Company: Masonite Internatioval Corporation Cerliiication No.: N1006115.01 1955 Powis(load ~ Certification Date: 07/29/2005West Chicago, If., 601851 Expiration Date: 12/31/2020 s` Revision Date: 11/21/2014 Product: Metal-Edge Steel Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites vr,�EOPApO�' (w/WoodFrame unless noted) Specification: TAS 20V202/203/ASTM E330 '1 "Notice of Product Certification"is only valid if the NAM[Certification Label has been applied to the product as described within this document. The certification lal l represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within N/ 41's Certified Product Listing at riNviv,Namicertitication.com. NAi>,'II's Certification Program is accredited by The American National Standards Institute(_ANSI). — - -- Inswing glared i tnfizuration Structural Water Missile Test Report Number or t �I or Maximum j Design Test impact Drawing Number& _. OutsFring_ Opat�uc Size �- Pressure Pressure hated Comments —_ X I/S Opaque 3'0"x 6'8" +76/-76 2.86 psf Yes - NCTI.210-1864-1,2,3,4 Single Maximum Panel Size.3'0"x 618" O/S Op tque 3'0"x! 8" - +76/-76 i 8 25 sf oti -- __ NG('L:D210'18611F2,3,7 8,932- ` Sm Jc p -_-- Maximum tael [ 05AnchDeil-MAFL0132 US Opaque 2 86 psf 1 es NCTI:210-1905-1,2,3,4,5,6 t)oullc ; Maximum Panel Size 3'0"x 6'8"/S[delite 3'0"x 6'8" —__ __-_---- -. _ ... -- ... ---— Anchor Detail-MA-FL0132-05 X O!S '0" --Opaque (r x 6' r ....--T------ - Pt3" +45; S 325 psf Yes NCTIs210-1905-1,2,3,4,5,6 Double nl le Maximum Panel Size 3'0"x 6'8"/Sidehte 3'0"x 6'8" , XO.OX i,'S Opaque I:)nur 6'0"x f,'8" �- t, 2 -___Anchor Detail-MA-FL0132-05-- 5/-5: — ip'le v:lS[clelitc 86 psf Door-Yes NCTI;2J0-1905-!,2,34,5,61 _ — -- Glared Sidelitc Sidelite.-No Maximum Panel Size.3'0"x 6'8"/Sidelitc.3'0"x 6'8" 132-05I X0iOX O/S Opaque Door 6'0„x 6'8" +551-55- --- ---�..... Anchor Detail-MA-FL0 8.25 psf Door-Yes NC.TL210-1905-1,2,3,4,54,5,6 ;le ,vlS,dclitcs Cilazed Sidelitc: Sidelitc-No Maximum Panel Size:3'0"x 6'8"/Sidelitc 3'0"x 6'8" --—-- ---•---- _ Anchor Detail-MA-FL0132-OS - i t.):{i.) - _........�........_�_ ._..._ Us Opaque Door 9'0"x 6'8" +55r-5 -- - — 5 2.36 psf Door-Yes NCTL-210-1905-1,2,3.4,5,6 �le ,v/Sttieittes GlazedSideiites i Sidelites-No Maximum Panel Size.3'0'•x6'8"/Sidelite.30"x6'8" _._�_.._—_...__...__. --_-.....---_ _ _.._.__...---.-------. -��- Anchor Detail-MA-FL013ST C) O —O/—S , Opaque Door 9'0"s 6'8" +551-55 R 25 psf Door-Yes NCTL-210-1905-1,2,3,4,5,6 glc NiS dcliles Glazed Sidelites •• ••• • • • • • ••� MaxiMum Panel Size:3'0"x 6'8"/Sidelite3'0"x 6'8" Detail-MA-1`1­0132-05!_•._.._ • .. �.i _•• �.� i _....._—.Anchor Detail-MA-1`1­0132-05-- I 12 4"x fi'R" SiS• • 2.86orsf Opaque Doors • Doors-Yes -� m NC Fl 2J0-1905-1,:,3,4,5,6 -- I [hlc d'l Iles Gliv.ed Sidelites •• ••• •• • • • •• Sidelites No Maximum Panel Size:3'0"x 6'8"/Sidelitc 3'0"x 6'8" Anchor Detail-NIA-Fl 013 -OS I tble + e ,Glazed Doors 12'4"x()'8" +55!-SS R.2>psr Doors-Yes NCTL-210-1905-1,2.3,4,5, lc Ics GlazedSieielites • • •• w•• ••• • • Sidclttes-No 1 Maximum ParcelSize 6' 3'0"x8"/Sidelite:3'0"x6'8" • i Anchor Detail-MA-F1.0132-05 National Accreditation& Management IustituteLFnc. /4914{itorge.d4V*shi tan 3Vtmorial highway/Hayes, V 3072 Tel: (804)•h*1•5f24/Fax'(804 684-IM • NAA`II.1Ltt'}I(�Ri7.1?DSIGNATUl2.C: . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .........-------------- Q 36. P.4AX. DC)OR UNIT SIDE-HiNGED METAL-EDGE STC .37.5" MAX, PAN-L WWI; r 6'-8"DOUBLE DOOR WITH WITHOUT SIDELITES F==n GFNE'RA! NO 1. EVALUATED For USE IN LOCATIONS ADHERING TO aL 'HE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ILLI Ln Q) DESIGN LOADS FOR BUILDINGS MID OTHER STRUCTURES, Lf) DOES NOT EXCEED THE DESIGN PRESSURES USTED. (5)j,- cl� C) V) 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOU'RED ON OPAQUE PANELS, OUT IS REQUIRED ON GLAZED SIDELITIES. 3, IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FSC 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. � 5, PLASTICS TESTING OF LrT.E FRAME' MATERIAL: 4 TEST DESCRIPTION DESIGNATION RESULT SELFIGNITION TEMP ASTM 01929 740 -F > 650 -F RATE OF BURNING ASTM 0635 j 0.77 IN/MIN ASTM D2843 j 13.47. jTENSILE STRENGTH• ASTM 0638 7--T .50% DIFF 1 -1---- --- .. --L TEINT;LZ STRENOTIL: -7EP '.'.'ZATPE-R!Nc 4,500 HOUR'S XENON ARC METHOD I cy DOUBLE PQQR--V T 0 ILES L,1 Ico U)w Caffrabon Na: Nloogilf E+:CLOCN'EA By: WL M, 11 0aloci rim 11313 an 1113 o a n M 0:3 0 U" un u 001 00 ou" u DD 0 0 ---I i O SjtqGLE DOOR UNI DOUBLE DOOR UNIT SINGLE_DOOR LIN SINGLE DOOR UJJFL • . . . . . .W/ EL( DOUBLE DOOR UNIT )�ISIQELIJ WfIJH SIDEL j 000 90 0 0 0 00 zi WHERE WATER INFILTRATION PERFORMANCE ISf —DESIGN PRESSURE RATING I REQUIRED TO BE 15% OF DESIGN PRESSURE 7/25/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING * q"iSWP4C*ej a INSWING& Is OUTSWING SCALE', N.T.S. DESCRIPTION 37-5" +76.0 -76.001+7@kO / -76.0 94 0 -09.6 *55.0 -55.0 D XX 74' -f:55 0 ±5-1D *-55. il 0 A9.0 0K. Erf. SINS 0152.2 -55.0 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO —7-5-- +55.0 L ` N, -55.0 1 KURT BALTHAZOR CW.Ert �2CHORING LOCATIONS & DETAILS +55.0 6- tqk��-O DPAMING NO.: 'HORING_ 1 144 4_55.0 _.-55.0 +55.0_/ -55.0 1 FLORIDA P.E, OXX0 J56533 DING-K4-FL01.32-05 0:0 0:0 -- ------_. . - - ..........._. ------ - _----- - SEE DE�A!L — —�— I_ p (r i - 5,. n I f SEE DETAIL_ SEE DETAIL _ ( p a w ' I ! SEE DETAIL Jf I .�. . I I r> ( L� i-•� rH 6 3- 6" I III 1 I trt I I I / , I I i �I 7 I { I�'I �) il•� ti�{ I I .yf �._��F�� c�3 JT3- 6' SEE DEi.41L 6" 3'V)i}� F" Ahfeam to NAN u,PON Cer��ation Noy Na oo uA s ArriexedBy. - Z w , c Uj ° ASTRAGAL RETAINER BOLT HOLE ' �� D I a[L z MUST BE DRILLED THROUGH o #8 x 2-'/2" #10 x 2" #8 x 2-1%2" THE THRESHOLD & INTO THE U o #10 x 3/4" STRUCTURE DEEP ENOUGH a �I #8 x 2- 1/2" 19 x .3/1" • FOR A 1.375" THROW moo #10 x 314" w #9 x 3/4" -` DETAIL "F" ASTRAGAL m N r a 0 #10 x 2" ••UEMC 't"'ASIRAGFR. ••• IG(1/8' TEMP. Guns) DETAIL "C" ATTR H A 7�4A�A44• f TiRlj-��•f•BOLT DOW 932 W/OPTONAL DECORATIVE INSERT DETAIL "D" • liRl� .F'ltIT6 ,40 �KAMD 64* •• 1�2-SIM.TE L OR 81117E SPACER ?YS SPfOWN. ---/8 x 1-1/2'Pres r yv„ wTE: 7 25 05 1 0.9621 • ••• ••• • • • ...,• scut: N.T.S. 1.375" _J ea • • • • • • • • • • • • • • • • ♦ •DOW T ••• ••• 11 lQB � DRAWING NO.: INSWING TH ESH01_.D OUTSWING THRESHOLD TYPICAL GLAZING DETAIL cwc-MA-TDrsz-as ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• , . ____- -___.__---�--- ---------- --- ----'- ----- - -- -- ------ T-- - ____ � s�znow� 01, 03 cf) Lj E -111 GO- 41 o!2" it 0 RE, SCH-EDULE 00 RIal MIN J---025 1 INDRICAL LATCH AND MAX 400 GRADE 3 Cy- KW'KSET SERIES WARE TO BE INSiALLED g SERIES 980 GRADE 1 DEADLOCK HARD 0 CL J I- "'; I _j 2��n W ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 214" X 4" FULL MOR.ISE BUTT HINGES < SIGNED AND SEALED BY i-UIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) o FASTENER RATING FROM THE DIFFERENT FASTENERS TYPICAL MASONRY 00 BEING CONSIDERED FOR USE. JAMB, HEAD, AND ANCHOR INSTAL411OUee 0 9 0 9 0 99 3 THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 0 0 0 0 0 a 0 f��OgIOX2-1/2" n- #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL 0 SCREW 6" FROM EACH END I AT EACH ANCHOR FROR eCH'END EACH END SHIM MUST BE PLACED IN SHIM SPACE 1.50 AWQ. 0 AND 12' OC LOCATIONTAPCON EDGE DISTANCE MIN 2-1/2". MIN WOOD SCREW EDGE DISTANCE MIN 3/4"- MAX FROM SHIM ACRYLIC mm 7/25 )5 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME CAULK MBER AND ACHEIVEMENT CIL 00: ACRYLIC LATEX ANSI/AF&PA NDA FOR SOUTHERN PINE LU THE TAPCON MUST ACHIEVE "a 0 00 DwG. BY: sys OF i-1/2" MINIMUM EMBEDMENT. 000 CAULK CL CHK. MY: MINIMUM EMBEDMENT OF 1-1/4". so -Y ro TYPICAL WOOD BUCK COMPOSITE DRAWNG NO.: WOOD BUCKS BY OTHERS MUS'f BE ANCHORED PROPERIL INAI ION COMBINATION RAL' " ANCHOR INSTALLATION COMB ) 1-11 -1- �oit I 1r)Nl �Roym) MULLION (BOXED) MULLION (INTEG MIAMI-DADE MIAMI-DADE COUNTY +® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gov/ecoiioniy Shutter Tech,Inc. 7485 West 2"1 Court Hialeah,Florida 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of con%tructiort riga.tgnals. •••• The documentation submitted has been reviewed and accepted by Miami-Dade County 1%1, 2 Product(;ontrgl •• Section be used in Miami Dade County and other areas where allowed by the Authority W1(jq&Jurisd1g48>a; ....;. (AHJ). .... ... . . This NOA shall not be valid after the expiration date stated below. The Miami-Dad8.Cptltfty Prd"Xntroz.... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun4)reserve.the.right tee 0:0 0 have this product or material tested for quality assurance purposes. If this product or raa!feriat fails;o perform in,..... the accepted manner, the manufacturer will incur the expense of such testing and the•INif may immediately • revoke, modify,or suspend the use of such product or material within their jurisdiction.•RER fesery"�}p;rjght td••••• revoke this acceptance, if it is determined by Miami-Dade County Product Control S$etiarithat this product or;....; material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Maximum Impact Bertha HV"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 15-155,titled"Maximum Impact HV 1 HV2 Accordion Shutter sheets 1 through 28 of 28, and 15A&28A,prepared by Tilteco,Inc.,dated June 01, 2015,signed and sealed by Walter A.Tillit Jr.,P.E.,on June 04,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201, TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed hi advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0129.13 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.F,.,M.S. QM1AMM1-DAMDE0C0=UN 4- �. /✓ �� NOA No.15-0624.03 L' Expiration Date:04/26/2017 Co Approval Date: 08/27/2015 Page 1 t , ' 3'1 FOR WINDOW 61ADElO VARIES „ti a 0E/ r 1.918" _1 491' m? 23A. a i P 6\6 6, n o Mox. 1.200",._ 0'103 ' 0 0_454' .090 r 0 a e.33q„ °050 D.ol _-4.371' _ \' ti` _4,1 _ � m l`Ol _ 4.857 _ 4.385• 1--- 50ti �-T \5 HV SOLID85BLADE 4999" -s7s/ fin \-4, NV 90'/180' STARTER COVEF D UNDER US PATENT a 5458179 2 HV BLADE OHV UNIVERSAL FLOATER 1A HV WINDOW BLADE* COVERED UNDER US PATENT 5458179 4 HV T MOUNT QUALIFIED F01 USE W HV 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O&O2 O BLADE(�,(1�& SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 28 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TE P W1 PER 6063-T6 ALLOY AND TEMPER BLADE 6063-T6 ALLOY AND TEMPER _.3.556' 3.226"_ 1.500` .124" o .670" 2.226" "' 085" 'O�R, ¢70' ^� 2.610" - .994" .67 .000" 072 U iy 842 �o ILL � a.as7" 2_ •i 9_072' 0.072.' 4.436• - 3.21C ( HV ADJ. ADAPTER W/LIP 12 1375' HV ADJ. FLOOR TRACK QUALIFIED FOR USE w/ HV �HV WALK-OVER TRACK .920 L QUALIFIED A F F� E W/ HV BLADE(j).@&© QUALIFIED FOR USE W/ HV BLADE D&2 �HV TRENCH TRACK . 55' „So" U 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063BLADE -6ALLOY AND TEMPER BLADE O2 ONLY. HV RAINGUARD VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 1.917" N 1.936" o .083" I" 1.915'• BLADE 1 & 2. _ � VARIES 1.936" 6063-T6 ALLOY AND TEMPER _ 083" Mox. 08}" m_ .083" a .093" m 2.03• .1 DO'' __ --.._-. 093_ - L 60V' No :093" _ .093'o 40"70 1 686" .060_0670' v ro - $ 140" 0"3.520" �' 670 _) 11 HV CEILING HEADER _ s_szo 3sz9 s7o e�/ 630_ �� ��V' }.581" QUALIFIED FOR USE W/ HV �.9 HV HEADER/SILL 13 HD CEILING HEADER/SILL ' BLADE(D& @A QUALIFIED FOR USE W/ HV C) SHD CEILING HEADER/SILL SEE SECTIONS FOR`VALIDITY BLADE QI & A QUALIFIED FOR USE W/ HV 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR-VALIDITY BLADE 0& 0 QUALIFIED FOR USE W/ HV BLADE10,®&(�) 6063-16 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY BLADE T& © 6063-T6 ALLOY AND TEMPER �( T1 6063-T6 ALLOY AND TEMPER SFF SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER MN%MN Y MN.I BLADE X Y l 1• I 1" 0.062' COMPONENT A B TI T2 UALIFIE 2• 2" 0.125' 3" 3" 0.090- 17 2" 5"MAX. 1/8" 1/8" HV lO 16 SIDE ANGLES B- ----- QUALIFIED FOR USE w HV ALUMINUM ANGLES 18 2" 5"MAX. 0.192" 0.192" HVO2 0 CORNER POSTS BLADE 10,(071&�2 QUALIFIED FOR USE W/ HV -'--- 19 2.5" 7"MAX. 0.190" 0.190" 'IV" ••: QUA61FIIEEDT�FO X115 j �/•F� 6063-T6 ALLOY AND TEMPER BLADE (SEE SCHEDULE) O .�t i�(� 6063-T6 ALLOY AND TEMPER Y11111111HIIllllllp • 6d%1-TR ALtOY•ANS T&PER 7 • •• • • • • ••• • FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone ���Q� .••"' '•.,••�� •• 0*0 m 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVII HV2 PRODUCT RGVISCD •��T,, SHUTTERMCH, rac. ACCORDION SHUTTER ` w complying\\ilh the Florida - 1xp� Building Code � x =1L C O INCA. ••• • • • BERTHA HV Accordion Shutter System AcceplRnce No -062 .03 *; ///� • • • (ASST, /h 264 • H.V. BLADE I W OR W/O H.V.WINDOW BLADE& H.V.BLADE Expi Ion Data 2017 �•,•Y� •;�= • • • • • • • • EV.N DESCRIPTION DATE Drawn b: F.R.L. TICCIT TESTING & ENGINEERINi COMRANY • • •7j5•WESS?2 jUT B i�O••• �DRI�P �`y� 6355 N.W.3611.SI.,Ste.JOS.NRGNIA GwDENS,FIORIPA•3316 • • • + • 1 OLD 14-004 6/01/1 DATE: 06/01/15 Mim1i D,I I,c1Col, '�"�C'i•�,. ••-Ori Phane : (305)871-1530. Fax:!!S�iA71-1131 • •HIALEAH?IFL•33044 2 �''•�,,SS/0NIA;I� aA`�� wnuEREB--01 000 I P E. ( ) ( ) 826-7979 DRAWING No A- TILLIT Jr. PIT 305 823-2323 FAX 305 15-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA uc.N+4167 000 • • • • 00* • • s 2 H E 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 415' 4.660929^4.576" 2293" 1/4'-20.1/2' 1/a'-20DIE CAST 2.293" .745" $1' _`1 FUi HEAD T}1HEADED ENAMEL MS1/4'-20-- _ 0• Q BNCEU PAINTED THREADED DIE CAST 0 01 oy .)L n, TURN 62" '4 .875^.318"m1 � I NDER&KEYS(COME (CHROME PLATED) PLATE HV C TERMATEO O CENTER ms, — "�a7L, [" ® HV LOCKD) ® HV EGRESS LOCK ��\ HY FLOATING 6 L325QUALIFIED FOR USE W HV BLADE 1 & 1A ONLY L� x023' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUA LEO 063-T6 ALLLOY AND TEMPER & lA ONLY BLADE Ol & (�ONLY. BLADE D& ONLY. Q ALIFIED FOR USE W/ HV BLADE01 ONLY 250"O.D. 2'874^ 6063-T6 ALLOY ANO TEMPER PLASTIC HEAD .518' 4.045' -2 MOLDED TO m _ SCREWAFTER RIVETING v 2_079" 1.753" U- 1.000 �1• 1v/L •^ o _- �°•• psi• ' n 1/4"A-20 X 3/411 BEFORE RIVETING S.S. THUMBSCREW 1/4"0—20 RIVNUT* m v L *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN am _ g 822 SHEET NUTSERT,PART d 0820,AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION �9 HV MALE "T" LOCK CENTERMATE -4.566"- 1 CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL. ( LOCKER FOR "T" LOCK CENTERMATE G��7ll QUALIFIED FOR USE w/ HV BLADE 1OONLY � IfV FEMALE "T" LOCK CENTERMATE �y HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEOONLY QUALIFIEDFOR U ALLOY IIV LADE ONLY yy/HV BIADEQI ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 1917 1.917• F 3.161 io �_J 440 CYLINDTHUMBR O_63" .214' - . ,062 -m _433. CYLINDER OR KEY CYLINDER In -545" 0.875•'Min. .125`Mox. D 0 ® oO o QUALIFIED FOR USE W/ HV BLADE(j) & 2 QUALIFIED FOR USE W/ HV BLADE 1 &(?) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER C l C' T -n o QUALIFIED FOR USE W/ HV BLADE 1), 1A &O2 m o _ VARIES, 12'MIN. AA 1/4'0-20 S.S.OR 3/8'0-16 1.130' 6063-T6 ALLOY ND TEMPER -ACETAL THUMBSCREWS. }1/2' THUMBTURN (SEE DETAILS) 00 CYLINDER OR HEY _ ----------- - -- *I' CYLINDER ,_ � H — 1.78"Mox. ® JACKING ROD r41 HD LOCK QUALIFIED FOR USE W [IV 375'm �J N BLADE 11 ,®& © HV 3/8"Ps-16 ACETAL HV 1/4" 45-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS • • • •• QUALIFIED FOR USE W/ HV BLADE 1O&O2 5 INSTALLATION WILL REQUIRE A 1/16" HOLE QUALIFIED FOR U 111Yu11H1, DE 1�&© QUALIFIED FOR U W/ HV LA F• &i�a DRILLED AT TRACKS FOR PROPER EMBEDMENT ��� Tu A • •• • • • • ••• • FLORIDA BUILDING CODE (High Velocity Hurricone Zone ©2012 EASTERN METAL SUPPLY, INC. PRODUCTanVISFD (SHUTTERT CH. INc l MAXIMUM IMPACT HV1 HV2 a:conlpLyingwith thoFlorida - 4y_ /► ACCORDION SHUTTER B1u(ding Codc `u• -`•7C 'L ECO 1 C •\- - • AccepLVlcu No S b 24'•07 *� - • • • ASSN 2 • BERTHA HV Awordium Shutters tem AcCcp ionON1D -2o/7 ' 0� • • • • • ( • #• 1 • II.V. BLADE I I W OR W/O H.V.WINDOW BLADE& N.V.BLADE •EG • • DESCRIPTION DATE Drown b: F.R.L. y�•�••••. F L� P•�•`���• TICCIT TESTING & ENGINEERINS COMPANY 705•WE�2 Cj1U1 ��(.••• L�T110 �C`� 6355 N.W.36th.SI..Ste.305,VIRGINIA DjN (LORI*��`'7716 • • • I OLD 14-004 6/al/1` DATE; 06/01/15 MiLIITd DBd uc ontro Phone:(305)871-1530.Fox OS)71-1531 • •HIALEAH&PL•33OT4 2 / ONA�LL4,�.A``� a-meR:Blteao•ueLcom 3 DRAWING No EB- 6719 WALTER A ORILLR Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U.. N 44167 00* • • • • 900 • • s 3 H 0 T 28 • •• •• • • • •• •• ••• 0 0 0 ••• 6 • 40 3/8"0 41 38 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 1 AND HV BLADES. 43 I i I tO HV BLADE 1 Y i w 39 1� HV BLADE 1A 2O HV BLADE 2 I 1 ® or '-- 38 HV LONG RECESSED NYLON BUSHING 43 j j �3 �l- x-.47 o 40 M 39 HV SHORT RECESSED NYLON B315 0USHING I 40 HV NYLON HAT WASHER EXTERIORjrJ ; — -� 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 41 47p"0 0 o _I F 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS I Q® or C2 I 4 or 3 (SEE NOTE FOR I /� ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) Q® orO 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD I EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET. 27) al- I Q® orQ j 38 ��� i * TYPICAL SHUTTER ASSEMBLY moi, = 43 AT (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR SCALE: 3/8" 7" HV PIN 42 OR EXTERIOR BOTTOM KNUCKLES OF ITV ACCORDION SYSTEM W/ HV 1Q OR00324" 1 BLADE'S KNUCKLE. HV®BL . ADE. 43 #, (SEE NOTE * FOR (2) HV PIN (D MAY BE USED IN LIEU Of ®AND ONLY AT1YP REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD", I SHEET 22 > II,� (3) HV PIN ©OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHERSHALL BE ;Ij SHEETS 11U&E04FOR DIRECT MOUNT INSTALLATION PER DETAIL x, WHEEL CARRIAGE DETAIL ••• • • • • ! •. ASSEMBLY LAYOUT N.T.S. • • • • • • • • • N.T.S. •• •• ••0 i i i•0 e• FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone `��P���Q1 �� T��lir✓9�'' •• 064 1 1 02012 EASTERN METAL SUPPLY, INC. T RE PRODUCVISED i[TTTEA=INCH. INC. MAXIMUM IMPACT HV1 HV2 64 oamplying with the Florida - --�-= ACCORDION SHUTTER rllulding Code N(q�,�}�7 • _ I L ECO 1 MC!• ••e • • • BERTHA HV Accordion Shutter System Acceptance Nolte-O 24'•03 = '�/7/ 7Ux�' r *. • • • (ASS4 pe 2C4 • H.V.BIADE 1 W OR W/O H.V.WINDOW BLADE& H.V. BLAME 12 tion Uat. �'p •] ! • • • • • • • EV.N DESCRIPTION DATE Drawn F.R.L. TT1077 /, TICCIT TESTING & ENGINEERINP COMPI,NY • •7�5•NESIe 2 COURT Dy STATE OF �` 6355 N.W.36th.St,St,.305,VIRGINIA GI.OENS,Fl_OR&%3l6E • • • • • • • OLD 14-004 6/01/1 DATE: 06/01/15 1\liomiD oduclCoulrol i�O.••• �OR, •,l Phone: (J05)87I-1530.Fox:tE��71-1�l • e1'11ALEAH►Nl33044 z ,( \\.� .-m.it:Du«ol.m.eom DRAWING No •��``��` ED-0006719 PH (305) 823-2323 FAX (305) 826-7979 15-155 /1/;1 �ONA%_��% WAFTER A.71LLIT 4 P. E. FLORIDA Uc. N 44167 s SHEET MIAMI—DADE COUNTY P.E. (yltNJB1tlN�ATURE/DATE •e• • • • • ••• • • 6 4 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *NOTES ON HV LOCKS AND CENTERMATES_ A B C C �'� M N U 5 7 ��°P`L9l•�l 5• ®�°"�'J•(5� 1. MANDATORY CONDITION /1: ONE HV LOCK(�3 or(��SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO® OR g It IT IT I CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FEAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. ONDITION #2 ALTERNATE TO MAND6TORY CONDITION il NALID ONLY FOR Fl_>DOH/-1 IIVG INALIBLON$� TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO ry v D_ r LOCKING RODS S0 AT TOP & BOTTOM SHALL BE USED F R ANY SPAN AND INS ALLATIO AT ANY ELEVATION. V HV LOCK® OR ® SHALL BE ATTACHED TO 1 OR©CENTERMATES W/ SAME SPECIFICATIONS AS PER DB-H� v� MANDATORY CONDITION #I. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. o ����j G-{ 4 oRL`J""'f:JoR(00.ff 54* /-tE9'°"® 3 • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV v / LOCKS OR U MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. AWG _ j �S� 4. HDC-HVC �gs F1 �E2 IS USED �y/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY �N BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ($3 OR AN ALTERNATIVE DEVICE IN i �gi; �.�_ &a� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CQjJQ( OWN art: ONE HV LOCK 0(o� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN t� s3 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1 H D-HV o� $�$ HDD-Hvo oo\ ATTACHED TO CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -P"Wg MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � v 6. • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND T TA TIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIOE OR OUTSIDE LOCK. ATTACHMENT 1 " -20x3/4SSTHUMBSCREW TO© RCENTERMATES SHALLBE MADE W/ 1/4" 2023/4"ALUMSEE END NUTAS SHOWNONSECTION HVE, SHEET 8. ONE LOCK SHALLBEUSED AT1/2 OF SHUTTERSPANORTWOCONNECTION KS AT 1/3 OF SHUTTER SPAN. DETAILS ON D E E N I J K L 0 P p R V W x FULL IHEIGHTP fi *NOTES ON HV "T" LOCKS AND CENTERMAT S' OF CORNER 1' SECOND ALTERNATE -------- -----uNUNmn tRorH-- - _ ONE ALTERNATE IN '7 LOCK Oq MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND CENTERMATE I STALLATION AT ANY ELEVATION. ALTERNATE LOCK 0AY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT @.ftq.R@>OoR 0oRCO),13 OR OF LOCK ® INCLUDES USING REINFORCING LOCKER�, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE l� L. CONNECTED TO CENTERMATES®AND @9 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" 100. 105°R(f7• 103 oR 1�.CJ on — WINGNUT OR W/ 1/4"0-200" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. 5,(8)-(j�,0aR®,( *NOTES ON HD LOCKS & CENTERMATES: OO O O O 1 : ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF $ $on 19 t 3 ort�9« 5 HV LOCKS 2 OR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY Et EVATION. ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK(3�1 TO 3�IS W/ 3 AB x 3/8" F.H. S.S.M.S., AND INCLUDES TYPICAL (11) HV BLADE SHUTTER ELEVATION REINFORCEMENT INSERT OAS SHOWN ON SECTIONS HDB- AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS©IS COMPLETELY OPTIONAL. N.T.S. •• ••• • • • • • •• 411t1E1111E1111�T, • •• • • • • ••• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone "14��```��• ,.••••••., i •• ••• • _ _ 02012 EASTERN METAL SUPPLY, INC. °y>P•' ��tJENSF �'9�'. MAXIMUM IMPACT HV7 HV2 PRODl1CT RCVISFD SHUTTER=INCH. INC. ACCORDION SHUTTER sR complying>,vith the Florida C S Buitding Codc = 1 L E C 0 SNC• to • • • BERTHA HV Accordion Shutter System Accepinncc No IS-0 21J.,03 �� *c • • • rS914 (� 2*) H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE& H.V.BLADE Bx�l On Dato 70-7 • • • • • • • EV.N DESCRIPTION DATE Drawn 6 F.R.L. ����T��TTTTTT ' �'• ST TE Of .:�` TILLIT TESTING & ENGINEJRING I�OMPNIY• • • 7�g5 NEST COURT $y - �•'•• �` P 6355 N.W.36th.St_St..305.VIRG•IA GAROENS.•MRIDA 33Ie • • • • I OLD 14-004 6/01/1 DATE: 06/01/15 MIOff11D m uc[Control Phone (305)871-1530. Nx•:4(305)811-1531 • HIALIE" FL•33014 2 �i,A Fs`S......-'��G`p•P <-moll:tat«oo•ol.00m 3 DRAWING No '4p,It�ONA1.1t1t% WALOREAOTILUT J9.P. E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E. SEAL-/SIGNATURE/DATE FLORIw t.o.9+410•• • • • • 000 • • 5 SHEET 6 5 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4"0-20x3/4•' S.S. CONCRETECONCRETE ANCHORS REQUIRED RE - CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON W/ 1/4"-20 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEET t3) NU/5 m 12"O.C. I•• 1. �2�OR14 EO- ' MACHINE OSCREWS S EO EQ 17 DR 18 USING 1/4"-20 NUTS 19 ® 12"O.C.E. D.• 250"Mos 13 oR 15 __ 13onI == �� I ii -.250"MOz. F D. __- MOOI I i - r t-t .D.• i i I OPTIONAL iii I I OPTIONAL ' To (SEE �H i I MIN. SEPARATION _ SCHEOUIE ON SHFEf I i 1 E%ISTING TO GLASS -I 12 FOR RLADE IQAND I I �' 1 OR 14♦ ' (SEE SCHEDULE ON —O E%ISTING I ON SHEET 28 FIXi 'i 1 MIN. FGLASSION --; SHEET 12) CLASS---� BLADES 9 1 1 GLASS _— — -I L' Y —(SEE SCHEDULE ON EXISTING SHEET 12) GLASS_� ' O HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION -- - © HV WALL HEADER INSTALLATION EXISTING EXISTING GLASS—, GLASS--� ,T. MIN.SFPAPA11ON I r ' �'� MIN. SEPARATION TO GLASS(SEE 1 i I I--(DOR C�♦ I ' ' I EXISTINGTO GLASS I GLASS (SEE SCHEDULE ON ' SCHEDULE ON SHEET MIN. SEPARATION SHEET 12) 'I 12 FOR DI.ADE 10M1D 1��LL..ff 1ry1 • TO GLASS 1 FOR BLADES , I —(SEE SCHEDULE ON— �/• 1 j SHEET 12) i JE OPTIONAL I 1 1 1/4•J i i Max. OP710NAL i' � fl/4" Moz. if E. 0.4 i i i i OR 12 aR 14 - /4"0-20x3/4"S.S. Min. EO Eq PHILLIPS TRUSS HEAD 1/4"0-20x3/4" S.S. PHILLIPS 17 oR1B MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CONCRETE ANCHORS 1"_ 1/4"-20 NUTS ® 12"O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS ® 12"O.C. (SEE SCHEDULE ON SHEET 13 & 15A) Min. ED CONCRETESHEET 13 & 15A) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK L REQUIRED WALL REQUIRED (SEE SCHEDULE ON OHV WALL SILL INSTALLATION �D HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14 & 15A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION INSTALLATION DETAILS WZ C) HV BLADE & NQTF FOR COMBINATIOCL9FSP [[4U: HV + 1 HV BLADES AS APPLICABLE 1- SEE SHEET 4 FOR TYPICAL SHURER t E. D. = LOGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED BIADE 1A ON SHEET 28 •• ••• • • • • • •• IN ANY WAY TO SUIT ANY INSTALLATION, • • • • • • • • • d�Lf�� ���i •• •i ••i i i i•i •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone • • ®2012 EASTERN METAL SUPPLY, INC. ,ENS '. . SHUTTER MCH MAXIMUM IMPACT HV1 HV2 PRODUCTRPVISF.D , INC. ACCORDION SHUTTER TWIdin lyingvdth the FblidaECOrt��. •• • BERTHA HV Amordion Shutter System n. Iding( de *t e • • .�A A.jj6) H.V. BLADE 1 W OR W/O H.V.WINDOW BLADE& H.V. BLADE ACc Tlann,No S-0 ZlJ..U3 �'L 1� F,xFrnn Uate • • • • • • • Ev,N DESCRIPTION GATE Drawn by: F.R.L. TILLIT TESTING & ENGINjAING�OMVNY• • • i485•WES11 2•COURT 1 OLD 14-004 s/o1/1 DATE: os/ol/ts nT• s/l . / %�O',' FOR... 6355 N.W.36U.51.,Sts.JOS.NfWdk (305)B•LO153 306 • • • • • q Phone (305)871-1530.ice•(305)e71-1531 • • Fllx.W, fl•33014 2 Miami DP. rndu.t CDntrDI �''�igsS,QNA,L�,L�A•```` WALTER FO-0006719 ILLR Jr!P. E. PH (305) 823-2323 FAX (305) 826-7979 4 1 5-155 #44167 5 SHEET 28 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. *4110 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 • 0 POURED __CONCRETE ANCHORS SEE SCHEDULE ON SHEET 14 �'� L iI r l CONCRETE ( ) m anss( ____�OR II REQUIRFD �I SHUAE ON SHET71I� // EDGE OF 12 FOR 9ME�1sfIU s Nw'sT°a+i^n°N r i I r't 1 SLAB IF ON SHEET 28 OR TO cuss 1 APPLICABLE EXISTING —0)&0 I (—(stt 58Q1— ) son- � i nIa GLASS-� ALTERNATE r ANCHOR LOCATION #10x3/4'ILEX WASHER HEAD EXISTING —1 1 OR 13 OR 1 5 3/8JI Mr. TEK SCREWS 0 12"O.C. G LASS i i I i i _ 3/8 w`l CONCRETE ANCHORS I 1 i i `Q -�- (SEE SCHEDULE ON SHEET 14) f \' E E EXISFI14G 'I I EDGE OF ; III FUCE OF GLASS--i SI ALL IF 1 1/2' -I - EDGE OF —SLAB IF i M SEpNg1KN APPLICAOLC VE ED- - SLAB IF APPLICABLE �I TO a,x (SEE APPUCAFILE ON 12 Ea 11 w • POURED _L POURED- - -- ON 9IET?e Yat 1 OR �/� CONCRIIF: -- _ - -E. 0.i'---I CONCRETE �-&IDES UA© I _� I RCOUIRCD -- -E. D.•-- E. D.�� REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS IS & 15A) © HV CEILING INSTALLATION ff HV FLOOR INSTALLATION t CI)HV WALK—OVER INSTALLATION CONCRETE ANCHORS 1 (5EE SCHEDULE ON uN.stvABATwN Oj r _ SHEETS 15& ISA) ro aiss `` JA,� 1--(scc Satan,_a- EXISTING Y I ° 1 EXISTING r sNtFT Ia) i MIN. SEPARATION — EXISTING _ GLASS--� TO GLASS I i - � GLASS--� MIN. SEPARATION GLASS -(SEE SCHEDULE ON i — �J TO GLASS I 1i 10 11 11 SHEET 12 i 111 ---(5EE SCHEDULE 0- 1 I ) SHEET 12) I/4' i i 1 1 I MAX. 1 I w i1 I i 1 �_ _� � i N10x3/4"HEX WASHER HEAD TEK SCREWS 0 14x3/4" HEX HEED_ I 12"O.C. TEK SCREWS 0 9' O.C. OR 1/4"0--20 S.S. M.S. CONCRETE ANCHORS n -I --{_— 6 f ]� 3/ 0193/04"CS.D.S. W/NUT 0 9"O.C. (SEE SCHEDULE ON11 I SHEET 15) ------- 17OR18 1/2' EDGE OF f �I4xJ/4"F.H. S.D.S. -1 ./13 1 7/85- SLAB IF - 1r ®9"O.C. APPLICABLE `-CONCRETE ANCHORS SFE NOTE i3(b) E.D POURED CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEET I .D OR CONCRETE BLOCK SHEETS 15 & ISA) OR CONCRETE BLOCK REQUIRED RFU UIRFD OPTIONAL POURED CONCRETE REQUIRED g HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION (JJ HV RAINGUARD INSTALLATION t INSTALLATION DETAILS W/ 0 HV BLADE & 4 NOTE FOR COMBINATION OF SECTIONS: t` ((1) HV + 1A HV BLADES) AS APPLICABLE I- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. - EDGE DISTANCE THIS INSTALLATION SHALL RE REMOVABLE WHEN PERFORMED ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT • SEE IIMITATIOLF,.pF M*FOR• • • • • •• 2- MOUNTING SECTIONS CAN RE COMBINED OR ENTRANCE BLADE IA W SHEET 28• • • • • • • • IN ANY WAY TO SUIT ANY INSTALLATION. LL1 1 11111 • • • • • • • • • • • ••• • FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone �`` "•.,• ' •• ••• • ©2012 EASTERN METAL SUPPLY, INC. V\CENSF MAXIMUM IMPACT HVII HV2 SHUTTEH MCH >xc. PRODUCTIZE-VISED F O ACCORDION SHUTTER >u complying with the Florida �,1of-k/yam' IC o 1'''Q. • • • • • BERTHA HV Accordion Shutter System Building G1dc sr • • • A96A % Acceptance No 0 62¢.03 f • • • • •) H.V. BLADE 1 W OR W/O H.V.WINDOW BLADE & H.V. BLADE ATE OF EV.N DESCRIPTION DATE Drcen by: F.R L. UyrirainnUntc /Zp�7 -O'•, S •(�,4: TICCIT TESTING & ENGINGERINGCOMPONY• • • �485•yyESl�2Z.'OURT • F P�••`vim 6355 N.W.36th.St.,Ste.305,VIFONA GAROENV.VLORIDA 3�6 • • • i • • i OLD 14-004 6/OI/1 DATE: 06/01/15 By �i ` ,0 ` Phone: (305)871-1530.eA T(305)!!71-1531 • HIAL&M, FL•33014 2 Mimii node ucl C;ontm ''��XrysS�ON A,������ WALTER A_—ODO6 J9'P.E ( ) 823-2323 FAX 305 826-7976 4 DRAWING No PH 305 ) 15-155 FLORIDA Uc.11144167 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE ••• • • • • 066 • • 6 7 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 • 0 L�1 r INSTALLATIONS W f 1 HV SEE NOTES ON LOCKING RODS 3© ET LOCKS or 2© O U T 90' I'V AND ALTERNATE.HV LOCK®ON SHEET 5. EXISTING CLASS >Ic>Ic BLADE W HV CENTERMATES CENTBLADERMATES SUCK DETAIL HVIFION IS VALID FOO L CENTERMATES APPLICATION WITH 81AOE 1 OR SEE END WALL CONNECTION _ 10• 15°R 1 $°R 1 1 oR —EXISTING CLASS RETAILS ON SHEETS 11 & 20-- (9-0 0 Q•Q •©°RQ 0 Oi 2%2%1/8"r0' 2, � I ®•®°R 19•Q3 oR 19•QS 3 1/4" _ 7" — 6 t/z 7- (6063-T6 ALLOY) OPPOSING ANGLE W/(2) 1/4"0 TAPCON ,/r SYMMETRYCAL ANCHORS TO CONCRETE I CENTERMATES CENTERMATES (TOP/BOTTOM)& /10x3/4"S.M.S. O 12" '-1 *— MIN. SEPARATION (4)#10x1/2'S.M.S.TO TUBE O.C. FULL LENCHT. W/ HV LOCK ,4_or 5 W ro cuss �_HV OCK ar AT EACH ANGLE.(TYP) I _ (SEE SCHEDULE ON Q5 ® °" * 35 * IN 3 * 3 SHEET ,2) — C5 — 10-- so_ 5 1/2" 00 — — — - _ @-0-©+0TR®°R10 •13°ROR 2 OUT ® 0e 10• 15°fl 1Q+Q3 oR 1Q.1©oR HVA H Y B an °x 6 7 °n 8 °a 1 0 3°R H�� POURED CONCRETE OR © ® Q«Q Q O O— EXISTING G,ASS CONCRETE BLOCK WALL ©`O ` 00.©`O• (10-E I OR REOU ED _ fl ExlsnNc ®Ofl ®°R®` °R * Q 6 7 1 oR 6 7 1 °� cuss Q Q © Q O SYMMETRICAL �N Q'Q 'Q Q`Q`® Q 1 / 8 •—$cR 19_—°R 19• 5 EXISTIN � MIN.TO GARAS ION —J cuss CENTERMATES * EJ 15•®ORQ. 5 W HV LOCK Z6 OPTIONAL (SEE SCHEDULE ON —EV —� (INTERIOR) ®+ •©5 SHEET 12) i MIN. SEPAHAllO I N� _ _ To cuss (SEE SCHEDULE 0 OPTIONAL SHFFT t2) (INTERIOR) _ _—_—___—___ __—__—__—__ —___—_ Ak OUT __ CONCRETE �— - — - - •^ / VARI S ANCHORS --_------ - —4--\ * �. O / 16" O.C. c VARIES 90' -=('/LU ai ® ®* rf e« ® LT 6 112" MAX. SLACK ' OUT 3 (EXTERIOR) HV6•• ••• • • • • • •• HVF** • • •• • • • • ••• • FLORIDA BUILDING CODE (High Velocity hurricane Zone. HVQ \\ •""'•••• �'ii •• ••• • ©2012 EASTERN MErAL SUPPLY. INC. �CENS 9 SHUTTER=ICN. tNC. MAXIMUM IMPACT HV7 HV2 ��� ^■— — ACCORDION SHUTTER PRODUCT REVISED —: IYU•`�- -1� 6 ,`r as complying with Ilse Flmidr +*' .`V O �N t •• • • • BERTHA HV Accordion Shutter System Building Gldc ?�l':/ /'k'� • • •(A*SA•p 86) H.V. BLADE 11 W OR W/O H.V.WINDOW BLADE&H.V. BLADE Acrr_pinnue No l5-o b 2¢.03 • • • • • • • • Expinon Datc O -e'• STATE OF .'�' TILLIT TESTING & ENGIN[ERING•C0I4%AN1► • • • • EV,N DESCRIPTION DATE Drawn by: F.R.L. S�2o/7 9'• / 7485 W 2 COURT OLD 14-004 6 :�Q F`0 I'D ,.• V.` wss N.W.s:6 h.SC.Ste.305,VIAEINw GARDDR.*LORIDA A6 • • • � • /01/1 DATE: 06/01/t5 BY c� (�\` Phone (305)871-1530.""!(30!5%71-1531 • • HUILM, FM 33014 2No MionliD clContrul �0N1A11"1„\\\\` WALTERE -00067-TILL 191.P. E. ( ) ( ) 3 DRAWING 5 PH 305 823-2323 FAX 305 826-7979 4 15-155 FLORIDA ue MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE .g `� • • • • ••• • • 5 SHEET 6 8 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALTERNATE INSTALLATION W/HV "T" LOCK 30 HV SEE END CONNECTION DETAILS ON SHEETS 11 & 20 MALE/FEMALE "T" LOCKS CENTERMATES d8 A-9) & LOCKERS o W/ �j HV BLADE DI� �— CI rlY�EXISTING GLASS U T 9v I' II`-' BLADE 1Q SLACK DETAIL HVF, INDICATFD ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE Q3 DETAIL HDD-HVD 1©0R®°fl©• ]�oR $�°R 1 O •13°R INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE 1 D• 1$°A • 1 3 oRQ• oR INSTALLATION DETAIL LNG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS I, & 20 O Q•®ORQf®OR®.�°R 2'.2'x1/a".0'-2 1 I ® ®°R 19•O3°"19+O5 (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4.0 TAPCON I 1/2" ANCHORS TO CONCRETE L (TOP/BOTM)h —— — ————--—-- — TO (4)#10:1/2'S.M.S.TO TUBE #10x3/4'S.M.S. O 12" ————, ———— — Ai EACH ANGLE. (TYP) O.C. FULL LENGHT. 30 HV "T" * MIN. SEP TION cj I 37 LOCK INSIDE +N 1 3 30 HV "T" o c ss ( ) LOCK (INSIDE) (SEE SCH DULE ON _ _ SHE 12) I --I O 5 -O- 28 f---i 29 (0 1/2F' �. _ 1/2„ `7 F --2 -- - O - 35 35 AUT g3527 -1/4" 0-20 x 1 1/2" S.S.M.S. NYLON SCREW HEAD W/ 7/8"0 x 3/32" WINGNUT. * SITE NOTE 6 FOR LOCK 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S- 3 "T" LOCK, ON SHEET FT s. W/1/4"0 x 5/8" RIVNUT t. 3O HV "T" LOCK (OUTSIDE) t SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART N 0820, AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY •• ••• • • • • • •• 07054 OR EQUAL. • • • • • • • • • A1111111111111111//l� • • •• • • • • • • •• • • • • ••• • FLORIDA BUILDING CODE Hi h Velocity Hurricone Zone `��� •,.••""••., 1/!1�i� •• ••• • ©2012 EASTERN METAL SUPPLY, INC. SHUTTER=BCH, ,Nc. MAXIMUM IMPACT HV7 HV2 �C`'���� ACCORDION SHUTTER PRODUCT RL•VISGO S- -- "F= I L ECO .I E. •• • • • BERTHA HV Accordion Shutter System complying-th 160 FLO" Building Cud° G ,�((,,..rr E>;' • • • i i :(AalSA:# 6) H.V. BLADE 1 W OR W 0 H.V.WINDOW BLADE& H.V. BLADE Accepinncc Nol O 2,(�.,03 T oi`—.. EV.N DESCRIPTION DATE Drown b: F.R.L. T>vpir,ILionU,ue ,p'., t��` TILLIT TESTING & ENGINCERING•COM(i4NM • • •14 •WFM 2•COURT /}ff 2017 •. F �P;'�; 6755 N.W.}filo.SL,Sts.305.VIIRANIA GARDE^, OMDA 3 16 • • "` • 1 OLD la-Doa s/o,/1 DATE: 06/01/15 ITS' i Ph—: (305)871-1530."� (3051971-1531 • • HIAMAH, FLO 33014 : No 'C-4d' ped cL ontr01 �'''�'O's, INA; Aa4``� WALTEREA`'DO06 9 P. I PH (305) 823-2323 FAX (305) 826-7979 4 15-155 FLORIDA Dc MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DALE . N 44167 • • • ••• • • 5 SHEET B 9 OF 28 • • • • • • • • • • • •• •• • • • •• •• SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 OUT o �N EXISTING GI ASS INSTALLATION n1� HV BLADE W, HD CENTERMATES 33J S3?�—I SEE END WALL CONNECTION 6 •O7 +0°"©•Q7 + oR _ DETAILS ON SHEETS 11 & 20 EXISTING GLASS Ol i 8 • 8oR19+ 3on19+ 5 2•,2%1/8,0'-2' (6063—T6 ALLOY)ALUM. 1/2 ANGLE W/(2) 1/4•m V I- (OPTIONAL) V* (OPTIONAL) TAPCON ANCHORS TO /10 x 3/4'S.M.S.O 12' MIN. SEPARATION (4) H. . U k CONCRETE(TDP/BOTTOM) O.C. TO GLASS PINS(SEE SCHTYP. (4) R14r1/2'S.M.S. I EDULE — N ( 33 TO TUIC AT EACH ON SHEET 12 4) H.V, ANGLE. (TYP) /G 1 \ _458" 6 1/2" PINS )YP. � � 458 —till:I 5 so'_ 1 — 1 0) -- 20 31 OR 32 33 31 OR 32 31 OR 32 31 OR 32 HDA-HVAO 4 w_ 35 HDB-HVB (OPTIONAL) HDC-HVC (OPTIONAL) DUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATESx W/ j LOCK (EXTERIOR) W LOCK INTERIOR O O O 10+ 15°R l©+O3oR1e+1©on * SEE NOTES ON LOCKING RODS 3� & HD(D LOCKS ON SHEETS 8 •®�O`O°R 1 9+ ** UNIVERSAL FLOATING BLADEQ3 DETAIL HOD-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE Q •• ••• • • • • • •• �` • •• • • • • ••• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone ������ Q• •"•. T�'� •• ••• so 0 be 0 2012 EASTERN METAL SUPPLY, INC. ;•''••\CEN ✓; •�,, ESF '� S}tQTTER BCH, tNC. MAXIMUM IMPACT HV1 HV2 PRODUCT REVISED j ACCORDION SHUTTER e.<complying with dt,Flaide * - I L ECO Q. ••• • • • BERTHA HV Accordion Shutier System Building Cade :7k� • • • •AiSA• !6 r4w.plancr No -0 2Q•of `�%,/� # ) H.V. BLADE 1 W OR W 0 H.V.WINDOW BIADE&H.V. BLADE A '>7• r v F • • • • • • • EV.N DESCRIPTION DATE Drawn by: F.R.L. Exp' inn l3atm Ze) �D'• F t(� TILLIT TESTING dr ENGINNERING 4COMRIN'* • • •WEj 2.000RT 7 '• �ORIOP,• Vv 6355 RW.361h.St.,Ste.305.VII♦CINIA GAROEtAl.kORIDA 3SI6 • • I OLD 14-004 6/01/1 DATE: 06/01/15 Phone: (305)871-1530.tA*(305fA71-1531 • • HARM, FL•33014 z M' iUe odu<tCuntro s%ONAI+E�+`````�� a-moE8til 067t9.com PH 305 823-2323 FAX 305 826-7979 4 DRAWING No WALTER A TILL Jr.P. E. ) ( ) 15-155 MIAMI-DADE COUNIY P.E. SEAL/SIGNATURE/DATE FLORIDA Lk. 4 • • • • • 0:0 • • s SHEET 6 10 OF 28 • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE POURED CONCREfF POURED CONCRETE: POURED CONCRETE OR / OR CONCRETE / OR CONCRETE �OR CONCRETE -- �� \ �— CONCREfE BLOCK WALL --- // �/ REQUIRED � BLOCK WAIL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS( EXISTING GLASS CONCRETE ANCHOR - EXISTING GLASS ' - ) --2" MIN - EXISTING GLASS ® 16" O.C. MIN.SEPARATION I.IN I TO GLASS(SEEMIN.SEPARATION SCIIEOULE ON SHEET MIN. SEPARATION} To GLASS(� 12 FOR HLADE @AND TO GLASS(SEE i ATO GLASS(TION SCHEDULE ON SHEET 1 16"x3" MAX. ON SHEET 78 FOR 21i��OR BLADEDIJIF ON S1fEET ANU 1, SCHEDULE ON SHEET EE 12 FOR WADE IDAND / �� BLADES 10& ON SHEET 28 FOR (6063-T6) CONT. ® __ A 12 FOR BLADE OR ALUM. CLOSER - ON SHEET &FOR I 2 — ON SHEET 28 FOR (LOCATE AI 9ADE5 Q&® WAl7ES Ol &® 1/2" EITHER SIDE�7 T'LATE. (LOCATE 1/2��� W'°DESQ&® OF 5 ) ( AT EITHER SIDE MIN. ' ' 4 O I OF4 ) I/2" MIN. Il Q ---' -- I 4•USE 1"OR 2" MAX. 1 I �10xl/2" S.M.S. / I ___ _ (AS APPLICABLE)x2"x1/8"x0'-2" I ----- #10x1/2" S.M.S. ® 16" O.C. ALUMINUM CLIP ANGLE 0 16`O.C. ----- 4 \ (6063-T6 ALLOY) AT MIDHEIGHT \ (1) ®10x1/2" 5AMS. TO®& 1\4J} (2)1/4"0 TAPCONS ANCHORS 10 WALL AT I" O.C. (LOCATE AT S SEL DETAIL X FOR ♦ I SIDE CONNECTION 1 OR � EITHER SLUE OF @) ) OR OR ® SEE DETAIL X FOR OR �♦ TO TRACKS SIDE CONNECTION �� ©�,®e"©•Qm©°" 6«®a SEE DETAIL X FO 4 ®a 6 7Qa 8 a,0•©°. TO TRACKS ,�°, 10« 1 SIDE CONNECTION ®°1 6' 7°•8°•IO TO TRACKS00. p 5° 7 6 0.07 •©a©.07 .®°, 8 . 1 5 ®•®0e®•®°a�•@ END CONNECTION DETAIL(j) END CONNECTION DETAIL 0 END CONNECTION DETAIL(�) END CONNECTION D TAIL •i• REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' �-POURED CONCRETE OR EXISTING — ^ A EXISTING GLASS CONCRETE BLOCK WALL REQUIRED GLASS 1 d✓ 4 MIN.SEPARA11ON dl 1/2" S.M. �——————— MIN.SEPARATION ® 16' C. TO GLASS SEE --- ---- TO GLASS(SEE � ( Y 11------ �EDUUE ON SHEET /} -- 12 FOR ON SHEET FOR BLADE OANo ________ `___-__-_ ____ ©OR ®OR jO OR 12 FOR BLADE OAND CONCRETE I/2' MIN. 12 ON SHEET 28 FOR ANCHOR 0 ON SHEET 28 FOR --- BLADES OROR OR5 CONCRETE B ANCHOR — LADES O& t 2"O.C. ® EQ ' —- I O ® � ----- ---- � O O a 16" — 1 O.C. - ---- 1/2" MIN.- -- - -T ®- I 2" MIN. _ FO � ©OR®OR � �OR 2" MIN. / 2"MIN. ♦ SEtoE UFARATIONS OF USE FOR Q / BLADE ON SHEET 28 OR 3O OR) OR) VIEW Y 5 (6OR fr PLAN i OR &;� TIL POURED CONCRETE OR ®a©.O7°,®e+f0•®°' - 10�®°�©•�®•®a CONCRETE BLOCK WALL ID"©°^©•©„©,©a � ©•O'©�^©•,O♦®°' END INSTALLATION REQUIRED ©•O•©a©•O•®a ®'®p�•®°�O•©an HV BLADE OR I HV WINDOW BLADE INTO :CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 Q.®a®•®�� O ,TL1 "'1 ECT 0 DETAIL© i•i '• FLORIDA BUILDING CODE (High Velocity Hurricane Zone �0 P •••"'' 1/''� •• ••• • _ 02012 EASTERN METAL SUPPLY, INC. �.•''\,\GENs�(:'•.,�''-� MAXIMUM IMPACT HV1 HV2 SHUTTER TECH INC. �!� ACCORDION SHUTTER PRODUCE W'lhIbD I L E C O t� �51em B°°a"MYi�6 witA Lhe Pbtid3 *`�- ;*C •• • } s BERTHA HV Accordion Shutter flluldiDB Ride G' T/'7l� • • •(AESP•N�s) H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE& H.V. BLADE A.—pIAnc NU -b��(„¢ •• TC OF ,' ` • • • • • ♦ • • EV.N DESCRIPTION DATE Farpiret'n p41P •'• TILLIT TESTING & ENGIN[ERING•COMP4Ny • • o'°"^6: F.R.L. ���7 ';��'•.F�ORIOP.•� , •7489�WESf 2•COURT 1 OLD 14-004 6/o1/1 DATE: O6/Dl 6355 N.W.36th.St.,Ste.305.VIftINIA CAROEIR,47ORIDA*16 • • • • • /15 Phone (305)871-1530.•Fed(30*71-1551 • • HOM-C, F! 33014 z MiDmi Dad NCL Co,1rt„1 '9 /DNALE �-, e-m°e:uNecoo°m.c°m 3 DRAWING No AAAe�FA�L1111LL11Nll\”` EB-0006719 PH 305 823-2323 FAX ) 15-155 WALTER A.TILLIr Jr.P.E. ( ) (305 826-7979 a MIAMI—DADE COUNTY P.F. SFAL./SIGNATURE/DATE FLORIDA Lk. p a010• • • • ••• • • 5 SHEET 6 11 0F 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 01/20/2012, signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012. B. TESTS .... •••• 1. See Association's generic approval under 11-1676. •• • ...... .. .. ...... C. CALCULATIONS •• .... .... . . 1. See Association's generic approval under I1-1676. .... ....• ..... D. QUALITY ASSURANCE • 1. By Miami-Dade County Department of Permitting, EnvironmeQt,*444RegulatOly •. Affairs (PERA). � •••••• 6.9 . ...... E. MATERIAL CERTIFICATIONS ••: 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by]VIetal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by Mr. Walter A. Tillit, Jr., P,E., certifying that the drawing(No. 12-019)prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 01/20/2014, signed and sealed by Walter A. Tillit Jr., P.K, on January 29, 2014. B. TESTS 1. None. y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0624.03 Expiration Date: 04/26/2017 Approval Date: 08/27/2015 E-1 r Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By kfiami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS . . 0000 00.0.0 1. None. • 00000. .. .. 0000.. F. STATEMENTS 0 0 0;0 0 .0000. 1. None. •••• •••• 0000 0000 0000. G. OTHERS • .00000 .. 0 0000. 00 00 0 00 0..00. 1. Asset Purchase Agreement. :60:0: 00 . . 0 0 0...00 0000.. 3. NEW EVIDENCE SUBMITTED ..••• 0•••• .. . A. DRAWINGS 00 1. Drawing No. 15-155, titled "Maximum Impact HVI HV2 Accordion Shutter ", sheets I through 28 of 28, and 15A & 28A,prepared by Tilteco, Inc., dated June 01, 2015, signed and sealed by Walter A. Tillit Jr., P.E., on June 04, 2015. B. TESTS 1. See Association's generic approval under 15-0803. C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the di-mving(No. 15-147)prepared for Shutter- Tech, Inc. is in compliance with FBC, 2014 Edition. Hein .Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0624.03 Expiration Date: 04/26/2017 Approval Date: 08/27/2015 E-2 GENERAL NOTES: I. BERTHA IIN. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPHANCE IN ACCORDANCE WITH THE 2014 (51h EDITION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 28A. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-t0 SHALL BE FIRST RmUCED TO A.S.D.DESIGN WIND LOADS AREA 1; HV BLADES(M A & m BY MULTIPLYING THEA BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17& 25,26, 28&28A, IN ORDER TO VERIFY THAT ANCHORS ON THIS P A.D.,AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR ANALYSIS. GENERAL NOTES SHEET 1 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT COAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER SYSTEM COMPONENTS 1-20 SHEET 2 ATL REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE D 80214.01-03, #0715.01-03, #1004.01-05, #1214.01-05#0317.02-06 AND #0609.01-10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV WINDOW BLADE ®#0505.01-08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. -FN OLAUE02 #0422.01-05 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA 2: HV BLADE n AND HV WINDOW BLADE ha 2. HV BLADE(1DAND HV BLAOEOARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH (WHERE APPLICABIE), WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORR SPO DING WIND ZONE. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE&h2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION ANDASCE 7 STANDARD,AND INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 HV BLADE AND HV WINDOW BLADE (9 ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED At BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 102.75 AND 0 14X1.75 RESPECTIVELY, 410-HT MINIMUM CENTERMATE DETAILS HD SHEET 10 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY END CONNECTION DETAILS 1-6, CONCRETE BLOCK SHEET 11 APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR AHE IN MARKING ON THEIR HEAD. CONCRETE/ BLOCK ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi MAXIMUM SPAN TABLES SHEET 12 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE SHEET 13 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 14 STRENGTH AND TO COMPLY W/ FBC SECTION 7411.3.3.4, ANCHOR SCHEDULE- CONCRETE SHEET 15 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A ANCHOR SCHEDULE- WOOD SHEET 16 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: FIV BLADE Q- 13. 14, 15, 15A, 16, 17 AND 28A ANCHOR SCHEDULE- WOOD SHEET 17 HV BLADE 02 G�: 26. INSTALLATION DETAILS M-R, WOOD SHEET 18 HV BLADE 1D&C7 WORKING IN UNISON: 13, 14 & 16. INSTALLATION DETAILS S-X, WOOD SHEET 19 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PAIENT #5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X. WOOD SHEET 20 EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO AREA 3: HV BLADE m ONLY SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/PAN INTRUSION. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22. HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. CENTERMATE DETAILS HD SHEET 23 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAL APPROXIMATELY 4"BELOW THE TOP OF SUCH RAL LABEL SHALL READ AS END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK SHEET 24 FOLLOWS: MAXIMUM SPAN TABLES SHEET 25 SHUTTER-TECH,INC. ANCHOR SCHEDULE, CONCRETE SHEET 26 MIAMI, FL. MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12, BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRONGED BY THE JURISDICTION AREA 4: HV WINDOW BLADE 6A ONLY WHERE PERMIT IS APPLIED 10. TYPICAL WINDOW BLADE &WINDOW DETAIL SHEET 27 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. TYPICAL SHUTTER ELEVATION SHEET 28 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASSO ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE AREA 5: HV WINDOW BLADE Q ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. INSTALIATION DETAILS, METAL STUD WALLS SHEET 28A (c)THIS P.A.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL -BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC THIS DRAWING SHALL ONLY BE USED TO DRAWINGS FOR REVIEWOBTAIN PERMITS IN THE STATE OF FLORIDA EA (e) ORIGINAL P.A.D. SHALL BR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P NAL ENGINEER OF RECORD [HAT PREPARED IT. •• ••• • • • • • •• .11111�01 Pl. 111,1 •• • •• • • •• FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone V\CENSF' �9 ••• •• • • • • Q 2012 EASTERN METAL SUPPLY, INC. � -4� - rSHUTTEH- CH, me MAXIMUM IMPACT HV1 HV2 PRODUCT REVISED a ACCORDION SHUTTER ac complying wiUl the Florida =Jr., } %* I L E C O I IiIC.•• ••• • • • BERTHA HV Accordion Shutter System )luilding Code ��F Auildi.nao Na f ry-0 2¢,o� $T/,,TE'Q ;'�_ • • • (ASSO //•26� • H.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V. BLADE • :74511 • • • • EV.N DESCRIPTION DATE Drawn by; F.R.L. f:>q��11'011 Q,�. 'jam)') �•• F'� P, :��� TILLIT TESTING & ENGINEERING LtOMP:NY •7485NVESTi2 C*OURfGRID5355 NW.36th.St.,Sle.JOS,VIRGINIA 1 OLD 14-004 6/01/1 DATE: 06/01/15 � GAf�EN6,FLORID•316 • • •Phone (305)871-1530. Fa.:(•0•)Vt-15.1 • d-IIALEAH,•W330>,4 2 DRAWING No lal Call a 10NFA11111x4`'` e-mail:lill�eC6O191.tom 3 WALTER A.TILLIT Jr.P. E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 FLORIDA uaR 44167 5 H MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE . 1OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SIIUTTER SPAN*'L+-" OR "L–" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" * NOTES: • SEPARATION TO GLASS REQUIREMENTS "L+" OR "L-" ft. FOR R "L-" (ft.) INSTALLATIONS FOR INS1ALlATIUNS W/ ( ) (1) 1.+: MAXIMUM At LOWABIF SPAN FOR A GIVEN (1) SEF: BELOW FOR MINIMUM SEPARATION TO INSTAIIATIONS W W/ POSITIVE A.S.D. DESIGN LOAD. GIASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN CENTERMATES. ® & ® Or Of W/ ONE / L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE THE FIRST 30'-0" ELEVATION OF BUILDING HV LOCK 2_ or or or TE LOCK W CENTERMATES. 21 & O W/ TWO HV - OR A.S.D. DESIGN LOAD. ® / OR LOCKS OR TWO MEASURED AT BOTTOM OF SHUTTER. NO LOCKI� ROD ® OR CENTERMATES & ONE HV LOCK _ OR _ W ONE HV LOCK W/ IWO LOCKING RODS OR 26 W NO LICKING _OCKING RODS ® TOP/BOITO z PROCEDURE TO DETERMINE MAXIMUM SPAN FOR / ® / O (2) MINIMUM SEPARATION TO C1A55 FOR SHUTTERS 35 TOP & BOTTOM ♦(SEE NOTE t) ( ) / ONE HV LOCK 0 OR WALL MOUNTINGS OR FLOOR/CEILING: RODS • SEE NOTE_ t INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, R • SEE NOTE t GIVEN A POSITIVE A.S O. DESIGN LOAD, DETERMINE MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRETE WOOD CONCRETE & WOOD CONCRETE& WOOD INSTALLATIONS O INSTALLATIONS O INSTALIATIONS O MAXIMUM SPAN "L+"FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE Aso DcslcN Asea.DESIGN WALL MOUNTINGS MAauuM MAXIMUM SPAN "L-'FROM SCIIEDULE. Lwo(P I FLOOR/CEIITNG wS.D.DESIGN WALL MOUNTING MOUNTING LOAD R-r)1 & LOAD(p. L) FLOOR/CEILING MOUNTING MINIMUM SEPARATION TO ACC S(`HFDIIl (.oR-) (.OR-) IZooR/celuNc Mourvnrvcs (, _) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS L f (11) t (fl) L+ (ft) L-(fl) L s (R) L-(fl) L+ (II) L-(R) MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L-". 30 13'-2" I6'-0' 13'-2" 16'-0" 30 12'-3" 14'-9" 30 13'-1" I6,-0' SHUTTER INSTALLATION W/ INSTALLATION W/ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SPAN 35 12'-8" 14'-10' 12'-8" 14'-10" 35 i 1'--9" 13'-8" 35_ - 12'-7"- 15'-7' SYMMETRICAL OPPOSING COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING CENTERMATES CENTERMATES 40 12. 13'-10" 12'-3` -13'-l0" - - 40 11'-4" 12'-9" 40T 12'-2" 15-2" MOUNTINGS: _- _--__ —._ __ ___ _._ 45 11'-11 13•-1' 11-11" 13'-I" 45 11'-I" 12'-0" _ 45 11,-9'• 14•_3^ 105' 3 5/16's 4" _50 11'--7' 12'-5' 1 V-: 12' 5" 50 10'-9' 11'-5" 50 _ ll,-6" 13'-7" FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: OR LESS DETERMINE: >105" TO MAX. 55 11'-4' 11'-10' il'--4" 11'-10' 55 10'-6" 10' tl" 55 11'-3" 12'-11" LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 3 7/8"s 4" 60 11'-1" 11'-4" 11'-0" 11'-4" 60 10'-3" 10'-5" 60 II'-d' 12'-4" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING ALLOWED INSTALLATIONS. s USE 2 1/2'FOR TO LOCK 3 OR 65 -- 10'-10" 10'-10" 10'-7" 10'-10' 65 10'-0" 10-0" 6S _ 10'-9" 11-11" ®®� USE INDICATED VALUES FOR HV CE ERMATES. 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8" 9'-8' 70 10'-7" I T'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: 75 10'-1" 10'-1" 9'-10" 10'-1" 75 9'-4" 9,-4" 75 10'-4" I1"-1' DETERMINE: MINIMUM SEPARATION TO GLASS SCH -- - - -- --75 - -9'-" 1'-- LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. E-DULE: 80 9'--t0' 9'-9" 9'-7" 9'-10" 80 _ 9'-0" 9'--0' 8o to'-O" to'-9' La-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR 85 9'-6" 9'-G" 9'-3' 9'-6" 85J d'-9" 8'-9' 85 9'-9" 10'-5' INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3 9'-3"--9'-O" 9'-3" 90 -8'-6' 8'-6' 90 W-5" IO'-1- ----- - - FINAL MAXIMUM ALLOWABLE SPAN IS FOUAL TO THE INSTALLATION W/ INSTALLATION W/ 9,5 9'-0" B'-9" d'-9" 9'-0' 95 A'-3" 8'-3" 95 9'-2" 9'-10` SHUTTER _ MINIMUM BETWEEN "LI+", 't2+", "LI--" AND 12-' SPAN SYMMETRICAL OPPOSING loo_ 8'-9" 8'-4" d'-6" e'-9" lao 8'-1" a'-1" 100 9'-0" 9'-7"_ CENTERMATES CENTERMATES 105 8'-7" 7'-11" 8'--4" 8'-4' 105 _Y-11" 7'-11" 105 W-9" 9'-4` (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 105•• 110 8'-4" 7'-7" 8'-2" 7'-11" 110 7'-a- V-7" 110 8'-7" g'-2" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO OR LESS 2 3/4" •' 3 3/16` DETERMINE MAXIMUM ANCHOR SPACING. _115 -8'-2" 7-3" 8'-0" 7'-7" -115_ 7'-6' T-3" 115 8'-4" 8'-1 l" >105"TO MAX. 3 1/4- ,,, 3 1/4" 120- 8'-0" 6'-I1"-- 7'-10' 7'-4" 120 7'-4" 6'-11" 120 8'-2" 8'-9" ALLOWED 125 _v- 7-8' T-0"- —125 T-3" 6'-8" 125 8' 0" 8'-S" �t USE 2 15/16" FOR HV 'T" LOCK®0 W/ _- __-- --- _--_ O MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR 130 /'-8" 6'-5" T-6" 6'-9" 130 T-1" 6'-5" 130 7'-10' a'-1" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 rt► USE 4 1/8" FOR HV T' LOCK 0 W/ 35 7'-4" 6'-6" 135 6'-11" 6'-2" 135_ 7'-9" 7--9" psf. A.S.D. DESIGN LOAD. USE INDICATED VALUES FOR [IV CENTS MATES. --140- 7'-5' 5-11- T-3" 6'-3" _-140 _ 6'-10 i-11" 140 7'-7_ 7'-6" 7'-I" 6'-0" _ 145 _ 6'-8" ,5'-9" 145 _7'-5 7'-3" INSTALLATION LEGEND 150 7'-2" 5'-7" 7'-0` 5-10" 150 6'-7" 5'-7' ___150 7'-4' 7'-0' f H.V. CORNER CENTERMATE #3 MAY BE CONCRETE&MANSORY WOOD 15_5 7,-O V S" 6--10„ 5'-8" 155 6'-6" 5'-5' 155 7'-2' 6'-9'• USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON 1617_- 6'-11- -5 -2"— 6•_9• 5--6- - 160 6'-5" 5'-2' 160 7'-1 _ _6,-7•,_ WALL A. B, C, U, E, M. N. 0. P. Q. R. 165 6'-10" 5-I 6'-8' 5'-4` 165_ W-3" 5'-1" 165 7'-0' 6'-4` MANDATORY CONDITION N2 NOTE N5, SHEET 5. MOUNTING F, K & L. S &V. _ 170 6'19" 4'-11 -6-7" 5'-2" 170 __ _6'-2" 4'-1 t" 170 6'-11" 6'-_2 175_ 6'-7" 4'-9" 6'-5' 5'-0" 175 6'-1" 4'-9" 175 s'-9' _6'-0" FLOOR/CEILING G, H. I & J. T, U, W & X. MOUNTING 180 6'-6" 4'-8" -6'-4' 4'-10" 180 6'-0"- 4'-8" 180 _6'-8" 5'-10' 185 6'-5" 4'-6" 6'-3" 4'-9" 185 5'-11" 4'-6" 185 _190 6'-4" 4'-5" -6'-2" 4'-7' _ 190 5=10" 4'-5" - 190 6-6"_- 5-6 -.0 N Y • Q LA D E ONLY 195 6'-3" 4'-3" 6'-I" 4'-6" 195 5'-9" 4'-3" 195 6'-5' 5'-5" 200 s'-2" 4'-2" 6' 0" a'--5' 200 _s-9" a'-2" 200 6'-4' s'-3_ • • • • • • • • 205 6'-0" 4'-1' 6'-0" 4'-3" 205 5' \Illi(III,Nh 205 6'-3' S'-•" • •• • • • • • , •• • • • • ••• • FLORIDA BUILDING CODE Hi h VelocityHurricane Zone •••ENS ✓,9 •• ••• • SHUTTER TECH INC. ©2012 EASTERN METAL SUPPLY,INC. �:' ��� F '• '- MAXIMUM IMPACT HV1 HV2 a ACCORDION SHUTTER PRODUCT RFVISFD = IL ECO«Irn.• •• • • • BERTHA HV Accordion Shutter S)•stem Q'"""Plying with the F7u14da �C ( /z` — :�_ • • • (�SS� ly 26� H.V.BLADE 1 W OR W O H.V.WINDOW BLADE&H.V.BLADE BWlding Co&D �E`�F •(L/` • • • • • • • • EV.N DESCRIPTION DATE ACc Ptence No�5-0(,Z ' S A <4 TILLIT TESTING & ENGINEEVING COMPAWY • •7485 WEST Z COURT Drowns: F.R.L. Fxpl �nl%,,oW4'03 t• P ` 1 OLD 14-004 6/01/1 DATE: 06/01/15 '' •. F(D RLQ ,•'\C; 6355 N.W.]6U,.St..Ste.305,WRWNR GARDENS.IIAtIM 331 • • • • • • /7 O Phone:(305)871-1530.FatPM05)87f-1531 HIAL.16..FL 33014 2 �iv11 ' Sa4 ` EB,000619PH 305 823-2323 FAX 305 826-7979 4 DRAWING No WALTER A.T1LUT Jr. P. E ( ) ( ) 15-155 MIAMI–DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Dc. p 4416:•• • • • ••• • • 6 SHEET 6 2 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS A.B,C.D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY __BLUE TAP POURED CONCRETE TAPPER MAXIMUjA (A)WALL HEADER MOUNTING (A)WALL HFADE MOUNTING OWALL HEADER MOUNTING (O)WALL SILL OUNTING D WALL SILL OUNTINC (g)&(E)WALL HEADER/SILL SPAN W W/ W/ W/ MOUNTING 00 AS.D. DESIGN NEGATIVE LOAD I I A.S.D.DESIGN NEGATIVE LOAD Paf_ A.S.D. DESIGN NEGATIVE LOAD of _A_5.0.DESIGN NEGATIVE LOAD_psf A.S.D.DESIGN NEGATIVE LOAD psf AS.D_DESIGN NECATNE_LOAD_vsf 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 BO 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 I60 205 30 40 60 75 90 120 160 205 3,-0" 14 12 10 9 8 B 6 8 14 12 10 9 B 8 6 6 14 12 10 9 8 B 8 6 14 12 10 9 B B 8 - 14 12 10 9 8 ___...._ _ - -_. ._ __ _ ____ __ _ _-_._ __._._ -___ _.-___ _ _ _-_ OR LESS 14 12 10 9 8 6 6 5 14 12 10 9 B 8 6 6 14 12 10 9 8 B 6 6 14 12 10 9 B B 6 3 14 12 10 9 e B 6 6 B 8 B_ 8 e 8 8 6.5 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 B 8 6 14 12 10 9 B 8 6 6 B B 8 B 8 B 8 7 4'-0" 14 12 10 9 8 B ft t 11 12 10 9 B 8 8 6 14 12 10 9 e 8 6 6 14 12 10 9 B 7 - - 14 12 10 9 8 7 3.5 - B 8 B B 8 7 5.5 t --.._ _ __ __ -_. _ _ _ 14 12 10 9 8 8 !.5 11 12 10 9 B 8 6 4 14 12 10 9 8 B 6 6 14 12 10 9 8 8 - - 14 12 10 9 8 8 6 - 8 B 8 8 8 8 8.5 5 * SEE ANCHOR -_ -- _ -_ _ 14 12 10 9 8 8 6 4 1! 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 B 8 - - 14 12 10 9 8 8 6 - 8 B 8 B 8 8 7 5.5 14 12 10 9 8 B 4.5 14 12 10 9 B 14 12 /0 8 8 B 6 8 11 12 10 9 7.5 - - - 14 12 10 9 7.5 5.5 - - 8 B B 8 7.5 55 4 J PECIF(CATIONS g�_O - _ ..- _ -- - - -_._ - - -- _ _ - -- _ _ -- --- - ON SHEET 14 14 12 10 9 8 55 - 14 12 10 9 8 8 4.5 14 12 10 9 8 8 fi 5 14 t2 t0 9 B 3 14 12 10 9 8 7 B 8 8 B B 7 5 4 14 12 10 9 8 8 4 14 12 10 9 8 8 6 3.5 14 12 10 9 8 6 6 6 14 12 10 9 B 14 12 10 9 8 7.5 - 8 8 B B 8 7.5 5.5 1 6'-0'• 14 12 10 9 8 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 B 6 6 14 12 9.5 7.5 4 - - - 14 12 9.5 7.5 6.5 3.5 - - 8 8 8 7.5 6.5 4.5 3.5 - -. _ _. .__ _ _ _- __ __ _ _.. _ 14 12 f0 9 8 3 14 12 10 9 B 8 - 14 12 10 9 8 8_5_.5 3.5 14 12 10 9 4.5 - _ - 14 12 10 9 7.5 4 8 8 B 8 7.5 5.5 4 J_ 14 12 10 9� 8 5 14 12 10 9 B B ! It 12 10 9 B B 6 5.5 14 12 10 9 5 14 12 10 9 B 4.5 - B 8 8 B 8 8 4.5 14 12 10 9 8 4 - - 14 12 10 9 B 6.5 3 - 14 12 10 9 B 8 6 - 14 12 8 4.5 - - - - 14 12 8 6.5 5.5 - - - 8 8 e 6.5 55 4 3. - 14 12 10 9 4.5 - _ 14_ 12 10 9 B 4 _ 14 12 10 _9_ B _7 _4 - _14 12 10 5.5 - - 14 12 10 8 8 8 8 6.5 5 3.5 - 14 12 10 9 7.5 3.75 - 14 12 10 9 8 6 14 12 10 9 -8 8 6 14 12 10 6 1! 12 10 8.5 7 8 B 8 8 7 5 4 - 8._O. 14 12 10 9 55 3 - - 14 12 10 4 B 4.5 - - 14 12 10 9 8 B - 14_14 71 7 - - - - 14 11 7 5.5 3.5 - - - e B 7 5.5 4.5 7.5 -_ - 11 12 10 55 3 _ 14 12 10 9 8 _ 14 12 10 9 8 5.5 -_ _ 14 12 _8.5 3 - 14 12 B.5 7 4 - - 8 B 8 7 5.5 4 3 I! 12 10 9 5 - - 14 12 10 9 9 ! - - 14 12 to s 6 B - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - B 8 8 7.5 fi l.5 - - *SEE LIMITATIONS OF USE FOR 14 12 10 6.5 4.5 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9.5 4 - - - - - 11 9.5 6.5 S - - - - 8 8 6.5 5 4 } - _ BLADE lA ON SHEET 28 14 12 8.5 4 _ _ _ 14 T27 10 9 4.5 - 14 12 10 9_7.5 - __ 7_4 1.1.5 4.5 - _ 14 11.5 7.5 6 _ 8_ B 7.5 6 5 4 14 12 10 6 t 14 12 10 9 7 14 12 10 9 8 14 12 5 j4 12 8 - - 8 8 8 6.5 5.5 4 10,-0" 14 12 9.5 5 3.5 - - -- 14 12 10 9 5.5 - - - 14 12 10 9 8 11.5 8.5 - - - _ - - 11.5 8.5 5.5 - - _ - - 8 8 5.5 4.5 3.5 - - - 14 12 5.5 3 - - -- 14 12 10 6 3 14 12 10 9 6 14 10.5 -__3 - - - 14 10.5 J 3.5 - _8_ 8 7 _5.5 4.5 3.5 - - 14 12 9 4.5 3 14 12 10 9 5 14 12 10 9- 8 - - --- 14 II - 14 I1 7.5 - --- B 8 7.5 6 5 14 12 7 - - - - - 14 12 10 - - -- - - 14_12 10 - - - - - 0.5 8 - - - - - - 10.5 8 5 - - - - - 6 8 5 4 3.5 - - - 14 72 4 _ _ 14 12 10 - - - 14 12 10 - _ 2.5_9.5 - 12.5 9.5 6 8 8 6 5 4 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 6.5 14 12 10 14 12 10 3.5 10 14 10 ] B B 7 5.5 4.5 - 14 12 5.5 - - - - - 14 I2 10 - - - - - 14 12 10 - - - - - 9.5 7 - - - - - - 9.5 7 3.5 - - - - - 14 12 J __ - 14 12 8_ 14 12 10 __ _ I.5 B.5 - __ _ _ - 11.5 8.5 4 _ _ �_8 8 5.5 4.5 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 5 14 IT 10 14 i2 10 - 12.5 9.5 - - 13.5 9.5 a.5 - 8 8 fi 5 4 13,-0„ 14 12 - - - - - - 11 12 - - - - - - 14 12 - - - - - 9 4.5 - - - - - - 9 6.5 6.5 4.5-14- 14 14 10 14 12 - - 14 11 0.5 5.5 - - 10.5 8 _ __ 8 B 5 4 3.5 - 1{ 12 - --- - _ - 14 12 - - - -14 72 - - --�- 15-B -- - _ - - 11.5 B.5 8 B 5.5 4.5 i{ 12 - - - 14 12 - - - - - 8 3 - - - - - - B_ 6 - - 14-0' 44 7 - - - - - 14 12 - - - - 14 12 - - - - - - 10 4 - - - - - - 10 7.5 - - - - - 8 7.5 5 4 3 - - t411.5 - - - -- - 1412 = _ - - - - 11-4 12 - - - - - - 0.5�-- - - - - IG.SB - - - - _ 8 884 --- _ - (� HV BLADE ORnHV BLADE 14 _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ 7.5 _ _ _ _ _ _ _ 7.S _ _ _ _ _ _ _ 7.5 3.3 3.5 3 _ _ _ 15'-0" 14.- -..--Z-14 - _ -- _ _ 14 _ _ _ 14 - - - - - - - 14 -- - - - - - 14 - - - - - - - 10 - - - - - - - 10 - - - - - - - B 7.5 5 a - - _ - WZ HV WINDOW BLADE , 14 - - 11 - - - - - - „ - - - - - - - 7 - - - - - - 7 - - - - - -_ - 75.53._5 - - - - - WORKING IN UNISON 18-0 �a _ _ _ _ - _ �4 --- _ B 0.5-4 J.5 _ _ _ 14 -- - - - �4 - ---- •• ••• • • • • • •• A TIC '' . . .. . . . . . '�i • •• • • • • ••• • FLORIDA BUILDING CODE Hi h Velocit Hurricane Zone ••'.CENS ✓9,�� •• ••• • ®2012 EASTERN METAL SUPPLY, INC. [SHUTTER TECH. MAXIMUM IMPACT HV1 HV2 INC ACCORDION SHUTTER PRODUCT RTiVISBD ~• • • •• • • • BERTHA HV Accordion Shutter tem a9 aunPlginp..im We TTOIIJa * IL E C O 1Dr0. • • • (15SA #•26* H.V.GIME I W OR W/O H.V.WINDOW©LADE&H.V. BLADE Acccplancc No -O 2.(�.03 % •• 4,V TILLIT TESTING dL ENGINEERING COMPAt41Y • • EV.N DESCRIPTION DATE Drawn b F.R.L. Exp bnDaw Zo(� i�OF'•.F[ORIOP.•��`\ 6}55 N.W.J61h.SI.,Ste.705,NRGIN�GARDENS,1�AlWA J31 • • •74$5•WEST ,j GQURT 1 OLD 14-004 6/01/1 DATE: 06/01/15 Phone-(305)871-1530.F01!*tS05)871-1531 • • HIALDM!FL 3(9014 2 N1111mi Dade t antr01 ''�4,,,4�10NA1.LL14��4��` -MOW til�6®191.com P4; DRAWING No wAL1EN A TICCIT Jr. P.E. PH (305) 823-2323 FAX (305) 826-1979 15-155 FLORIDA Uc.N 44167 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE ••• • • • ••• • • 13 0 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS E,G, &H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE: (Mi.. 1'c - 3 ksi) MAXIMUM (f)WALL SILL MOUNTING ©CEILING MOUNTING (E)FLOOR MOUNTING - 1/a"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILOEX. (Min. Fc = 3 ksl) ANCHORS SPACING LEGEND SPAN - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. 1'c - 3 ksi) (R) A.S.D.DESIGN NEGATIVE LOAD(psf) A.S.D. DESIGN NEGATIVE LOAD(sl) A.S.O.DESIGN NEGATIVE LOAD psl - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c - 2 kei) 7(l 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON WRH ADVANCED 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, DOLT& SPECIALTY THRGIDFORM TECHNOLOGY - / 14 12 t0 9 B 8 6 5.5 t4 12 IO 9 B 8 6 8 14 12 10 9 8 8 6 6 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. S-0" - __ _ _ ____ _ la 12 10 9 8 8 6 6 ALL POINTS SOLID-SET (Min. fc = 3 ksi) OR LESS 14 L2 10 9 0 8 6 6 t4 12 10 9 B 8 6 6 14 12 f0 9 8 8 8 5 UE TAP W/CAP NOTES: BL -- - -- ----- -. _ --_--- -- 10 -- -- At MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED 1HREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 6 TMPER+ ) 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 B 8 8 14 1210 9 B B 6 5 FOR BLUE TAP W/CAP ANCHORS IS 1 I/2'. 4'-0" - 9- - _0 8 4 14 12 10 9 5 14 4 2 0 9 8 6 3.5 12 10 9 8 B 6 5. 14 1 10 5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT 2 B B 8 6 4. I 1 1 4 14 12 10 9 8 6 6 4.5 14 17. 10 9 0 8 6 5.5 /4 12 10 9 8 B 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4b-20 S.S. MACHINE SCREW USED SHALL DE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 7.5 5.5 J.5 - 14 12 10 9 8 6 8 S 14 12 10 9 8 7 5.5 4 ♦SEE DM ATIONS OF USF FOO 1" MINIMUM FOR WALLS WITH NO STUCCO. -_ - - BLADE 1�A�ON SHEET 18 14 12 10 9 B 8 fi 4.5 5-0" - - A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 4-r 10 9 8 7 4 - 14 12 10 9 8_6.5 5 3.5 14 12 10 8 6.5 5 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 10 9 8 7.5 4.5 - 14 12 to 9 8 B 6 4.5 t4 t2 70 9 8 6 a.5 3.75 NOTES A.1)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 5.5 4 14 12 W 9 B 6 4.5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 6'-0" - - - - - - ----- - - - - 14 12 10 9 8 6.5 5 3.5 14 12 l0 a 7.5 5.5 3 - 14 12 IO 8.5 7 55 4 3 14__12 B 0.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 8 6 14 12 10 9 8 8.5 5 3.75 14 12 10 B.5 B 5 4 - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDLX. 14 12 8 6.5 5.5 3 14 12 10 9 8 8.5 4.5 3.5 14 12 10 8 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7'-0" - - - - - - - - - - - = 14 12 10 9 7.5 5.5 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 8 6.5 4 _ 14 12 9 7.5 8 4.5 _J.5 - 14 10.5 7 5.5 4.5 3.5 - _ - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALI.POINTS SCREW, BOLT& SPECIALTY t4 12 l0 0.5 7 4 14 12 10 9 7.5 5.5 4 14 12 9 7 7.5 4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 5.5 4.5 _-_ 14 12 10 9 7.5 5.5 /_ 14 12 9 7 6 4.5 3 _ _ _ - 14 12 10 8 6.5 _5 _3.5 - NOTES: 8 0" 74 12 8.5 7 5.5 3 -_ - 14 I2 8 6.5 5.5 4 J - 2.51--6 5 4 3 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 95 i5 6 14 12 9.5 B 6.5 5 14 72 8 6 6.5 a _ ADVANCED 11HREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 6_5 5 3.5 - - - 14 12 10 8 6_5 5 - - 141.2 8 6.5 5 4 = B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO _ - 14 8.5 7 5.5 49'-0° - EMBEDMENT INTO STUCCO SHALL BE PERMTRED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1411.5 7.5 6 4 - - - 14 11 7 5.5 5 3,5 - 115.5 4.5 3.5 - I4 12 B 6.5 4.5 - 14 12 8.5 7 5.5 4 14 7 5.5 a 4.5 _ EXIST,AND I"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 6.5 5.5 4 - __ - - 14 12 9 7 6 4_5 - - 14 11 7 5.5 4.5 3_5 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, TO'-0• - - - 14 12 9 6 5 4 _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14-10.5 7 5 3.5 - - 13 9.5 6.5 5 4- 3 - _-_ 10 7.5 S _4 J - - - NOTES B.1) &B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - 14 11.5 9 6 5 4 2.5 9.5 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. 10.5 8 5 __ - - 14 42 8 6.5 5.5 4 13 10 6.5 5 4 3 - i " - - _ -- - - - - - - - - 14 10._5 7 5.5 4.5 3.5 _ - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 _ 12 9 6 4.5 4 3 9 7 4.5 3.5 3 14 10 7 - 14 10.5 7 5.5 4.5 - 11.5 8.5 5.5 4.5 3.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - -_ - _14 11.5 7.5_ 6 5 - - 12 9 6 _4.5 4 - - - - _- - - - - _ 12 10 6.5 s 4__- - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS 12 0"11.5 8.5 4.5 - _ 11 B 5.5 4 3.5 - - 8 6 4 J MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E. D. LESS THAN THE INDICATED, REDUCE 13.5 9.5 G - - - - 13 9.5 6.5 5 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, 9 6.5 - - I4 10.5 7 5.5 4.5 - - 11 8.5 5.5 4.5 J.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LE55 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0•- - ------ - - - - - 12 9 6 4.5 4 --- FACTOR 10.5 B - - -_ - - 10 _7.5 5_ 4 _3 - - _- 7.5 5.5 4 3 - - - - ACTUAL TAPCON W/ADVANCED THRFADFORM TECH TAPPER + 12 s e 4.5 a - - - 9.5 7 5 4 - - - EDGE ALL POINT SOLID SET BLUE TAP W/ CAP 13 9.516.51 5 - - - - 0.5 7.5 5 4 - - - - BY OR DICTANCE MIN. SPACING MIN.SPACING - 11 8.5 5.5 4.5 - _ _ _ E.D. 3' 4' MIN.SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4' 4' 14'-O' - -- - - W POA?D CONCRETE CONCRETE BLOCK POURED CONCRETE& POURED CONCRETE& POURED CONCRETE CON U37E BLOCK 10 7.5 - - - _ - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - - CONCRETE BLOCK CONCRETE BLOCK 11.5 B - I1 8 5.5 4.5 - 9 fi.5 4.5 - - - ARF ED. 1/2' MN ED. 1/2' IAN.FD.-3 1 C NN ED.=3' MN.ED.=31/2' MN ED.=2 1/2' 7.5 - - - - - - - 72 9 8 - - - - 9.5 7 4.5 - - - - - 3• 0.90 1.0 0.78 1.0 0.84 1.0 - - - = _ - - - - - - - 0.5 B 5 - - = BLADE WORKING z 1/z• o.B1- 1.0 - - -- - - os7 1.0 9 - - - - - _ - B.6 G.5 a - - - - - 6.5 5 3 - - - - - IN UNISON ♦ - - _ - - 10 10.5 8 5 - - 8.5 6 4 _ _ 2' 0.71 0.51 0.91 8.5 5.5 9 6.5 4.5 _ _ _ 1 3/4' ( • • _• 0.43 - 16'-0 _ _ _ 10 7.5 5 _ _ _ _ 1 0 2• •-• • • • 1 • - - 0.35 - 5 9.5 59.5 AA t •• FLORIDA BUILDING CODE (High Velocity Hurricone Zone ;��,``'(,• .• ••••••,•1/n�i�' •• ••• __ Q 2012 EASTERN METAL SUPPLY, INC. Q &ENSF MAXIMUM IMPACT HV1 HV2 SHUTTER=INCH, >IK� ACCORDION SHUTTER • I L E C O�A BERTHA HV AXx:ordion Shutter S tem PRODUCT REVISED ..�-n�'�'- ;yc= � • • • • • � Y6 complying h ith tha Fk*da �y/ /y�,r-- = • • • OsiiA Is 26) N.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V. BLADE Uui"I" • • • • • • • EV.N DESCRIPTION DATE Drown b, F.R.I. Attrpl:Mlcc NolS-D 62q..03 STpSE Of :� TILUT TESTING & ENGINERRING OIDMPA4Y• • • Vµ85 WEST-2 eOURT e ; Ton Uma P ` • • • • • • 1 OLD 14-004 6/o1/1 DATE: 0 s/01/15 xP '(-p •C 6355 N.W.I. St.,Ste.305.VIRGAA C•MDENS."RIDA 331 7 •' F `O Phvne:(305)671-1530.Ffx•:`305)81-1531 • HIAW-" FLA33014 2 UY '�i ��� a-meg:Nn«oe9oT�om 3 DRAWING No Miami rode ct Gun A4FSSION ASF'��� EB-0006719 15-155 A///11I1L111L 0%01` WALTER A.TULIT Jr.P.E. PTI (305) 823-2323 FAX (305) 826-7979 4 FLORIDA Uc. B 4416 • • • 5 SHEET MIAMI-DADS COUNTY P.E. SEAL/SIGNATURE/DATE •• • ••• • • 6 14 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHORaHEDULE FOR A GIVEN MAX, SHUTTER SPAN A.S.D. DNSPONDING MOUNTING TYP FOR ONCREEE INSTALLATIONS IONSDESIGN NEGATIVEOADA (SEE MOUNTINGS I,J,N&L ON SHEET 7) I WALK OVER& 1 TRENCH POURED CONCRETE ANCHORS SPACING ND 1 MAXIMUM _MO�NTINcc� QJ RAINCUARO MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN AS.D.DESIGN NEGATIVE LOAD(Pef) AS.D.DESIGN NEGATIVE LOAD sl AS.D.DESIGN NEGATIVE LOAD(Pef) AS.D.DESIGN NEGATIVE LOAD TAPCON WITH ADVANCED (n) (v-L (Ief) THREADFORM TECHNOLOGY 30 40 60 75 90 120 160 205 J(1 40 60 75 80 120 160 205 30 40 BO 75 90 120 160 205 30 40 60 75 901-120 160 205 14 12 10 9 8 8 6 6 12 12 12 12 12 I.5 8.5 8.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 s 5 5 ALL POINTS SOLID-SET 14 12 10 9 B B 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 _7 7_ 7 5 5 5 5 5 5 5 5 BLUE TAP 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 8.5 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 B 7 7 7 7 7 7 7 7 5 5 5 5 5 3 5 5 14 12 10 9 8 e 6 6 12 12 12 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0" 11_ 12 f0 9 8 B 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 ] 7 7 7 7 5 5 5 s 5 -5 -5 5 14 12 10 9 8 8 6 6 12 12 12 9,5 8 6 4.5 3.3 7 7 7 7 7 7 B.5 S 5 5 5 5 5 5 5 5 14 12 10 8 8 8 8 6 12 IZ 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 e 8 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5'-0" �� 1E 10 8 e B 6 6 12 IZ 9.5 7.5 8 4.5 3.5 - 7 7 7 7 7- 7 5 3.5 5 3 S 5 3 5 5 4 14_ 12 10 9 B 8 6 6 12 12 12 9.5 e 6 4.g 7 7 7 7 7 7 5,5 7 5 5 $ 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 1.5 9 7.5 5,5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 6 5 5 4.5.3.5 - SPECIFICATIONS 14 12 10 9 8 B e_ 8 12 12 12 10 B 6 4.5 3.5 7 7 7 7 7 . 7 7 5 5 S 5 5 5 5 5 6'-0' -- - - - - - ON SHEET 14 14 12 10 9 8 B 6 6 12 12 8 6 5 4 1 - 7 7 7 7 7 5.5 4 5 5 5 5 5 5 4 3 14 12 10 9 B fl 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 S 5 5 5 !.5 14 12 10 9 B 8 8 8 12 12 10 8 6.5 5 3.5 7 7 7 6.5 5.5 4 5 5 5 5 5 4 3 - 7'-O" 14 12 10 9 B 8 6 6 12 12 12 8,5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 J 5 5 $ 5 5 5 3.5 3 1a 12 to s e d s s # 1z Bs i-5s 4 - - 7 7 7 i -7 5 = - s 5 $ 5 5 s ! - Q VALID ONLY FOR UP TO +70, -15 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5.3.5 - - PSF A.S.D. DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 10.5 7.5 6 4.5 15 - 7 7 7 7 7 7 7 4 5 5 5 $ 5 5 5 5 6-0 14 12 10 9 8 8 6 - 12 9 6 4.5 1 } - - 7 7 7 7 5.5 4 - - s s 5 s RATING & FOR SPANS PER _ _ _ _ SCHEDULE �4, SHEET 12 14 12 10 9 B 8 6 12 11 7.5 8 5 .75 - 7 7 7 7.5 6 4.5 5 5 5 5 5 /.5 - 14 12 10 9 8 8 12 1.5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 J - 14 12 10 B B B 12 12 9.5 6.5 5.5 4 3_ 7 7 7 7 7 7 6 J 5 5 5 5 5 5 5 5 9_O 14 12 10 _B B 8 - - 0.5 8 5 4 3,5 __ _7_ 7 7 6_ 5 1_.5 - _ 5 5 5 5__5_ 4 J 1! 12 10 9 B B 12 10 6.5 5 4.5 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 9 B B 12 0.5 7 5.5 4.5 3.5 _7 7 5.5 4.5 3.5 5 5 5 4.5 3.5 - - 10'-0" 14 12 10 B 8 8 - - 12 11 5.5 6 5 3,5 - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 /2 10 9 8 B - 9.5 7 4.5 },5 3 _ _ 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.5 - 14 11 10 9 5 8 12 9 8 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 B 8 8 12 9.5 6 5 4 J __ 7 7 5 4 3 5 5 5 4 3.5 - 11'-O" 14 12 10 9 B 12 10 7 5.5 4.5 1_5 - 7 7 7 7 7 7 3.5 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 8.58.5 4 4 3 - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - �I J HV BLADE ONLY 14 12 10 9 8 B II B 5.5 4 - - - 7 7 5 5 5 4.5 - - - 14 12 10 9_ 8 - - - 1.5 8,5 5,5 4.5 _3.5 - 7 7 4.5 3,5 - 5 _5 45 3.5 J - - 14 12 10 B_ 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 12-0" 14 12 f0 9 8 8 6 4 J 7 7 5.5 4.5 3.5 - 5 5 5 4.5 4 3 - 1/ 12 10 9 8 10 7.5 3 4 7 7 6 5 5 5 5 5 4 11 12 10 8 B 0.5 8 5 4 3.5 7 6.5 4.5 3.5 - _ 5 5 4.3 3.5 3 13'-0" 14 12 10 9 B 1.3 8.5 6 4.5 3.5 3 - 7 7 7 7 7 4.5 - - 5 5 5__5 5 5 4.5 3.5 14 12 10 9 8 7 5.5 3.5 J 7 7 5 4 3 5 5 5 4 3 - 14 12 10 9 8 9 7 4.5 .75 - ] ] 5.5 1.5 - 5 5 5 4.5 4 14 12 10 9 1D ].5 5 4 3 7 6 4 3 _ _5_ 5_ 4 3 - 14'-0" 14 12 10 - - 0.5 5 5.5 4 3.5 - - - 7 7 7 7 7 _4 - _ 5 5 5 _5 5 5 4 3 14 12 10 9 _6.5 5 3 - 7 7 5 3.5 - 5 5 5 4 14 12 to 9 8.5 6.5 4 7 7 5 4 5 5 5 4 14 12 10 - 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - 5 5 3.5 3 - 14 12 10 - - - - - 10 7.5 5 4 3 - - 7 7 7 7 7 J.5 - - 5 5_ S 5 5 5 4 3 15'-0' 14 12 10 -6 4.5 3 - _ -- 7 7 4.5 3 5 5 4.5.3.5 - 14 U 10 -- -- 8 6 4 7 7 5 - - - - 5 5 3 4 - - - 14 12 10 - _ - 8.5 6.5 4 3.5 - 7 5.5 3.5 - 5 5 3.5 - 16'-0" 14 12 10 - - - - 9.5 7 4.5 J.5 3 - - - 7 7 7 7 6 } - - 5 5 S 5 5 1.5 3.5 - • ••• • • • • • •• 14 12 10 - - - - - 6 4.5 7 - - - - - 7 6.5 4 - - - - - 5 5 4 J.5 - • • • • • • • • �{ 12 10 - - - - - 7s 5.5 .75 - - - - - 7 7 _ _ _ _ _- 5 5 4.5 - - - - • • •• • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone \`���� •• •••..•• ✓ � •• ••• • MCH. INC. 0 2012 EASTERN METAL SUPPLY,INC. ENSE'•9 ' MAXIMUM IMPACT HV1 HV2 •` ACCORDION SHUTTER P"o"rAy n RG17ShD ��L /T1 L E C QT 1 N i• • • • 7 BERTHA HV Accordion Shulter59tem °5�DMying with the ROM, =*• G/jam ;*_ • • • (15511 I.I� H.V. BLADE i W OR WTO H.V.WINDOW BLADE&H.V.BLADE Duilfing Cn� / _ t Acceptent�No I5_ STATE OF TILLIT TESTING & ENGINErbRTNG CZMP Y • • • • • EV,H DESCRIPTION DATE Drown b: F.R.L. lhne / ,.• • • • 7185 WESTQ OAURT 1 OLD w-oo4 6/o1/1 DATE: G6/o1 15 ``��-Yf-1.�a,-fR :�7 6155 NW.361h.St.,51e.JOS,VIRGINIA CMOCNS.NRIDA 331 • • • ''tt'''''' / Phone (305)871-1530.F•A•�305)ew-1531 • HIAL" FL 31014 2 DRAWING No Mi4a1i •odctCuntro moi,/!C'''•......• ��```�� a-Mail EB- 3 ''�.,SS�ONAOI WALTER A-DTILDLR Jr.P.E. PH (305) 823-2323 FAX (305) 526-7979 4 15-155 MIAMI-DARE COUNTY P.E. SEALI�S��ATURE/DATE FLORIDA U,1 44167 s SHEET ••• • • • • ••• • • 6 15 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 090 0 0 MAXIMUM ANCHOR• SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATNE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS A B,C.D AND F ON 5HEE7 6) ANCHORS SPACING LEGEND CONCRETE BLOCK TAPCON WITH ADVANCED MAXIMUM --gWALL SILL OUNTING D WALL SILLUNTING C& F WALL HEADER/SILL QWALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING THREADFORM TECHNOLOGY SPAN W/ 11/4EQ WALL SILL MOUNTING MOUNTING -. (N) AS.D_DESIGN NEGATIVE LOAD of A.S.D.DESIGN NEGATIVE LOAD sl A.S.D.DESIGN NEGATIVE LOAD sl A.S.D.DESIGN NEGATIVE LOAD 11 AS.D._DESIGN NEGATNE LOAD sf A.S.D.DESIGN NEGATNE LOAD sf BLUE TAP 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90[1-2011601205 30 10 60 75 90 720 160 205 30 40 60 75 BO 120 160 205 30 10 60 75 90 120 160 205 TAPPER+ 3•-D" 14 12 10 9 8 7.5 - - 14 12 10 9 B 7.5 4 4 14 12 10 9 8 7.5 5.5 4.5 B 8 B B B 7.5 5.5 4.5 14 12 10 9 8 7.5 5.5 - f1 72 10 9 8 7.5 5.5 OR LE 14 12 10 9 B B 6 _ 14 12_ 10 9 8 B 6 6 14 12 10 9 8 8 6 3.5 7.5 _6_ 14 12 10 9 8 8 8 3 14 i2 10 9 B tl 6 6_ 14 12 10 9 B B 6 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 7 B B 8 B 8 8 B 7 14 12 10 9 B B 6 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 - 14 12 10 9 7.5 5.5 - 14 12 10 97.5 5.5 4 8 B 8 8 7.5 5.5 4 - 14 12 10 9 7.5 5.5 - 14 12 10 9 7.5 5.5 4 _ 4'-0" 14 127-10- 9 8 7.5 - - 14 12 10 9 B 7.5 5 - 14 12 10 9 8 7.5 5.5 -__8 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 6 - # SEE ANCHOR 14 12 10 9 8 B - - 14 12 10 9 B 8 6 -__L4 12 10 9 B B 6 4.5 8 8 8 B 8 8 7 5.5 14 12 10 9 8 8 - - 14 12 10 9 8 B B - SPECIFICATIONS 14 12 9 7,5 6 - - - 14 12 9 7.5 a 4.5 - - 1{ 12 9 7.5 6 4.5 - - e 8 8 7.5 6 4.5 - - 14 12 9 7.5 6 - - - 14 12 9 7.5 6 4.5 - - 5'-O' 14 12 10 9 8 - - 14 12 10 9 B 6 - - 14 12 10 9 8 6 4 - B B_ 8 8 8 6 4.5 3.5 14 12 10 9 8 6 - - 14 12 10 9 8 6 - ON SHEET 14 14 12 10 9 B 14 12 10 9 8 7.5 - 14 12 10 9 8 7.5 4.5 - B 8 B B 8 7.5 5.5 4 14 12 10 9 B 14 12 10 9 B 7.5 14 It. 7.5 6 - 14 11.5 7.5 6 5 _ 14 11.5 7.5 6 5 8 8 7.5 5 5 - 14 11.5 7.5 6 1 14 11.5 7.5 6 5 _ 14 12 10- 8 4 _ - 14 12 f0 8 7 4 - 14 12 10 B 7 5 --B B 8 8 7 5 _J.5 - 14 12 10 B 4.5 - --11 12 10 B _7 4 14 12 10 9 5 - 14 12 10 9 8 1.5 - 14 12 10 9 8 fi 8 8 e 8 8 6 4.5 - 14 12 10 9 5 14 12 10 9 8 4.5 - -- 13.3 10 6.5 - - - 13.5 10 6.5 5 4.5 - - 73.5 10 6.5 5 4.5 - B B 6.5 5 4.5 - - 13.5 10 6.5 5 3.5 10 8.5 5 4.5 - 7'-p" t4 12 9 5 - - - 14 12 9 7 6 - - 14 12 9 7 B 3.5 - 8 8 8 7 6 4.5 - 14 12 9 J - - - - 14 12 9 7_ 6 - 14 12 10 6 14 12 10 8.5 7 14 12 10 8.5 7 4 8 B 8 8 7 5 4 - 14 12 10 6 14 12 10 8.5 7 11.5 0.5 5 - _ _ - 11.5 B.5 5.5 4.5 - - 11.5 8.5 5.5 4.5 - B 8 5.5 4.5 - - - 11.5 0,5 5.5 - 1.5 8.5 5.5 4.5 - g'-p' 14 11.5 7.5 - - 14 11.5 7.5 6 4 - 14 11.5 7.5 6 5 - - _ B B 7.5 6 5 3.5 - 14 11.5 7.5 6 _ - - - 14 111.5 7.5 6 5 - - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - 74 - _ _ 0 8 8 7.5 6 4.5 - - 14 12 9.5 - - - - 14 12 9.5 7.5 4.5 - - - •SEE LIMITATIONS OF USE FOR 10.5 7.5 - - - - - - 10.5 7.5 5 4 - - - - O. 7.5 5 4 - - 8 7.5 5 4 - - - - 10.5 7.5 5 - - - - - 0.5 7.5 5 4 - - - - g'-p" 14 10.5 4 _ 14 10.5 7 5.5 - _ 74 10.5 _ 5.5 3._5 - _ 8 8 7 5.5 4.5 3.5 - 14 10.5 7 - 14 10.5 7 5.5 - - - - BLADE lA ON SHEET 28 14 12 5 14 12 8 6.5 q 8 8 6 6.5 5.5 4 14 12 5 14 12 8 8.5 - 9 7 _ _ _ _ _ _ 9 7 4.5 _ _ _ _ - -9- _ _ .. _ _ B 7 4.5 - - _ 9 7 _ _ _ _ _ 10-0"12.5 9 - - - - - - 12.5 9 6 4.5 - - B B 6 S 4 - 2.5 9.5 3 _ - - - 2.5 9.5 6 3.5 14 11 14 11 7.5 - 0 8 7.5 6 5 I4 11 14 11 7.5 0.5 6 - - - - - - 8.5 6 4 - - - - - aA 4_ _ _ _ _ _ 8 6 4 - - - - 8.3 .a4 - - - - _ - 8.5 6 4 - - - - 11-0" 11 8.5 - - - - -_ - II.S 8.5 5.5 - - - - - L @• }$_ _ ___--- B 8 5.5 4.5 3.5 - -- 11.5 8.5 - - - _ - -11.5 8.5 5.5 - __ - _ 13.5 10 14 10 7 B 8 7 55 4.5 - 13.5 10 14 10 7 7.5 5.5 - - - - - 7.5 5.5 -_ - - - - - -�� _ __ _ _ _ _ 7.5 5,5 - - - - - 7.5 5.5 - - - - 7.5 5.5 - - - 12'-0"10.5 7.5 - - - _ - 10.5 7.5 { - - - _ - 5 Z.5_S - - - B 7.5 5 4 3.5 - - - 0.5 7.5 _ - - - 0.5 7,5 5 - - - - 12.5 8.3 - 73.5 9.5 4.5 - B B 6 5 4 - 12.5 9.5 - - 13.5 9.5 4.5 - 7 _ _ _ _ _ _ 7 5 _ _ _ _ _ _ _� 7 5 - - _ - 7 _4.5 _ _ _ _ _ - 7.5 5 _ 13'-0"19.5 5 - - - 9.5 7 - 10-- B _ _ B 7 43 3.5 - _ - 9.3 5 -- _ - _ - B.5 7 - - - - - I.5 6 - -- - II.S 8.5 - - - - - - 12.5 8.5 _ - 8 B 5.5 4.5 - 11.5 8 _ - - - 1.5 B.5 - - 6.5 - - - 6.5 5 - - 7 55 6.5 5 _ - 6.5 5 _ _ 7 5 _ _ _ - _ _ _ .- 14'-0" 9 3.5 - - - - - - 9 8.5 - - - - - ger � _ _ _ _ _ 8 5.5 4.5 3.5 - - - - 9 4 -- - - - - 9 1:5j - - 10.5 4 - - - - - - 10.5 B - _ - - LLd _ _ _ _ q B 5- 4 - - - 0_5 - - - _ _ 0.5 B - - - - - (� HV BLADE OR n HV BLADE R168- _ _ _ 8 _ _ _ _ _ _ _ _ _ _ _ - _ _ 6 4.5 _ _ _ - _ 6 _ _ _ _ _ _ 8,5 _ _ _ _ _ _ _15•-0" _ _ _ _ e _ _ _ _ _ _ _ g B 64 - _ _ _ _ 8 _ _ _ _ _ _ 810 - - - - - - - - - - - - 8 7.5 5 4 - - - ,0 - - - - - - - 10 - - - - - - - W/ (1A� HV WINDOW BLADE 5.5 4 _ _ _ _ _ 55 - 5.5 - - 5.5 _ _ 6 _,6'-0" 7,8 _ _ _ _ _ _ - 75 -- 75 - - - - - - -.5 - - - - - - - 75 - - WORKING IN UNISON - 9.5 - B 7 4.5 - - 9.5 - - 9.5 - •• ••• • • • • • •• `11111111111111/,,,/ ' • • • • • • • • • �����, P1 A r��l AAA�i •• •i ••i i i i•i •• FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone • m 2012 EASTERN METAL SUPPLY, INC. �Q',•''���ENSF''•.;9�'-., " "' =INCH 1xc. MAXIMUM IMPACT HV1 HV2 �T ad-44th': SHUTTER PRODUCT REVISED ACCORDION SHUTTER as complying with the Flmidc S*: -"' I L E c a ��. • • • BERTHA HV Accordion Shutter System BuI�nBCOd` ¢, D3 = � 6F • • • W�SA tt�b) H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V. BLADE AC lance No 5..062. %"O'• .(V= • • • • • • • EV.N DESCRIPTION DATE Drown by: F.R.L. Espir ionUate �� F p, ,• �7`�� TICCIT TESTING & ENCINEiRING OOMPAINY• • • 7 %O� ., (DR10 ,.• �` 6355 N.W.3616.St.,Ste.JOS,VIRG♦AIA GAROENSOMMOA 33w • • • MBiWESTi iOU� 1 OLD 14-004 6/01/7 DATE: 06/01/15 • �', Phone:(305)871-1530.Faz•:t305)f�1-1511 • HIAI:W* F 0014 2 M M, uctControl /AAllllllfllN1A111N110 c-maEBfilt-0-I.om 3 DRAWING No WALTER A 006 Jr.P. F. PH (305) 823-2323 FAX (so5) 826-7979 4 15-155 FLORIOA Uc. If 44167 s SHEET MIAMI-DARE COUNTY P.E. SEAL/SIGNATURE/DATE 000 • • • • 606 • • 6 15A OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEEES 18 & 19) L--J B !EE3 T F :Z� A T F=- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPANWALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T MOUNTINGS , , (ft) MN0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALLP & Q W & X W & X _ W & X EGATIVE A.S.D.DESIGN LOAD(psf YEGATTVE A.S.D.DESIGN LOAD(psf EGATNE A.S.D.DESIGN LOAD(psf NEGATIVE A.S.D.DESIGN LOAD(psf NEGATIVE A.S.D. DESIGN LOAD(psf NEGATIVE A.S.D.DESIGN LOAD(psf NEGATIVE A.S.D.DESIGN LOAD(psf 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -O" OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 B 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 _ 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 6 5 4 4 3.5 _ 7'-U° _ 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3_ 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - 8'-0' 12 10 10 7.5 4.5 3 6 S 3 2.5 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5- 2 - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-D" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - 4.5 3 2 -- - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - 6 - _ 12'-0" 12 10 4.5 - - 4.5 3 2 - - 12 10 3 -- - 3.5 2.5 - - - 12 10 - - - - 3 2 - - - - 6 - 13'-0" 12 10 - - - k- 4 - - - - 12 10 - - 3.5 2..5 - - - 12 7 - - - - 2.5 214'-O" 12 10 - - - - - - 12 73 2 - - - - 12 5 - - - 25 2 - 6 3 - - - - 15'-0" 12 - - - - - - - - 12 - - - - - 3 - - - 1.5 - - - - 2 - - - - 6 - - -16'-0" 12 - - - - - - - - 12 - - - - 2.5 - - - - 11 - - - - - 2 - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4'. TAPCON OR TAPCON WITH ADVANCED THNEADFOAS TECHNOLOGY ANCHORS,IO MANUFACTURED BY l I I ("'I V BLADE 0 R (1 H V BLADE W/ I.T.W. BUILDEX W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 8 19. EXCEPTION: SEENOTE2BELOW. HV WINDOW BLADE WORKING IN UNISON 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2012 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: ♦ SEE LIMITATIONS OF USE OF -SOUTHERN PINE No, 2 W/GD (N.D.S) BLADE IA ON SHEET 28 -DOUGLAS FIR W/G-0.50(N.D.S.).S.) -SPRUCE PINE FIR NORM W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE •• ••• • • • • • •• ANCHOR'S MANUFACTURER. 111111111111 t� • • •• • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone •'•••••••••''•�•��''�� ••• ••• • • • • • • Q 2012 EASTERN METAL SUPPLY, INC. \N�ENSF SHUTTER=TACH YtNC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER ltOD1TCr REVISED = {� BERTHA HV Aaordion Shatters tem es mmplyillg with the FIodIL = I L E C Q 1 Y C• • • • iAsSA �P6 Uu ldin00nd, = ,( - • • • • • •) H.V.0 E 1 W OR W/O H.V.WINDOW BLADE&H.V. BLADE nc«prae.ND -0624.03 Z TA 6� '�,; �J • • EV.N DESCRIPTION DATE Drawn 6: F.R.L. 6¢pi1e fon Date � TICCIT TESTING . ENGINE RING MP Y Zo y J1 ( � • • 7.485•JVEST� COURT �/ •'. F OP•,'C`I fiJ55 N.W.J61h.61.,Ste.JOS,VIRG�N CPADENS,•F�'RIOA 331' OLD 14-004 6/Ol/I DATE: 06/01/15 BY '�1 v Phone :(305)871-1530.F•y:4(305)8j1-1531 • • • HIA FLr33014 2 Miami Ued' 1 nntml �i F ........ `� a-mail:IOlecooaol.com • 3 DRAWING No %,,,SSlOINA�1111�`` WALTEREN A. THJD-0007719r.P. E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 FLORIDA Lic.N 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE ••• 6 16 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) -r FR A T E + WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE I.ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY DOUGLAS FIR W/ W1 MIN. G=0.43 I.T.W. BUILOEX W MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. MAXIMUM MIN. G=0.50 w/ MIN. G=0.36 SPAN EXCEPTION: SEE NOTE 2 BELOW. (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF S & V S & V S & V TAG SCREWS AS PER NDS 2012 SPEOFTCATIONS. NEGATIVE A.S.D.DESIGN LOAD(psi EGATWE A.S.D. DESIGN LOAD(psI NEGATNE A.S.D.DESIGN LOAD(psf 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G=0.55 (N.D.S) 30 40 60 75 90 105 30 40 FWF75 90105 30 F40 60 75 90 105 -DOUGLAS FIR W/G=0.50 (N.D.S.) 3'-0"OR LESS 12 12 12 12 12 12 12 12 112 �12 112 12 12 12 12 12 12 12 -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 -MIN. 1/2'CDX PLYWOOD(1986 APA) 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 6 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12. 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 _7 9'-0'-- 12 12 12 12 12 10. 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 17. 12 12 12 1.5 9.5 12 _12-12 10 8 7 12 12 8.5 7 6 5.5 12 12 12 12 10 8.5 12 12 1.5 9 7.5 6.5 12 12 8 6 5 5 12 12 12 1.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 _ 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3.5 1.58.5 6 16'-0" 12 12 10. 8.5 6.5 4 1.5 12 8 6 4.5 3 11 1 8 5.5 4 3 - (1) HV BLADE ONLY .. ... . . . . . .. 111uHun� • • •• • • • • ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone d '' • • • • • • • • • ®2012 EASTERN METAL SUPPLY, INC. \,\CENs `�9°;, SHUTTER'IC1L. INC. MAXIMUM IMPACT HV1 HV2 PRODIHTREVISED ? _ ACCORDION SHUTTER as mmptymg with Ble(••II)AQ0 I L E C Q y rj• • A • BERTHA H V Accordion Shutter S lel. Building Code - -t /eh,� •�� Ys Accept Ido 57 0 6 2 03 z s _- :*e • • • `f""If" }? H.V. BLADE 1 W OR W 0 H.V.WINDOW BU'�DE& H.V. BLADE R.Rpir� '%Date_ �'C•�7 ��F :Q� TILLIT TESTING & ENGINEW&G (:MPAVY• 71tiB5 Y{EST 1�3URT EY.N DESCRIPTION GATE Drawn 1,: F.R.L. DYE���yyy%%. � �,''. \ 6355 N.W.36th.SL,Ste.305,WRGWWA GARDLNS."RIDA 331 • • • 1 OLD 14-004 6/01/1 DATE: 06/01/15 , Phone (305)871-1530.F0M•�305)8.1-1531 • H 3D14 2 Mlonli l>ad f�f" duel ntral �i tC '• r�\ a 61: tilt -L'om .130 DRAWING No s r 6719 3 NAL(ENA�A�`` WALTER A.EB-TILLIT Jr.P.E. PH (305) 823-2323 FAX (305) 826--7979 4 1 5-1 55 MIAMI-DADE COUNTY P.E. SEAf'"l`!NATURE/DATE FLORIDA lit. (aa10 5 SHEET ••• • • • • ••• • • 6 17 OF 28 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & I(A HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE Cl ONLY L BE LIMITED TO 105.0 12sf. A.S.D. DESIGN LOAD, SEE SHEET 28 FOR MAX >I THREAD TAPCON WITH ADVANCED DESIGN LOAD INSTALLATION WITH BLADEKING I SO i W/ 1 1/2'Min. PENETRATION _ _ 1/4LOGY "0 TAPCON WITH ADVANCED OF 111READED AREA TO r THREADFORM TECHNOLOGY EXISTING WOOU HEADER. x W/ 1 1/2"Min.PENETRATION -1 --- 11 _ (SEE SCHEOULE ON SHEET 16) / OF THREADED AREA TO u I'I � 1 1 OR 1� —— EXISTING WOOD HEADER. II MN.SEPARATION / (SEE SCHEDULE ON SHEET 16) H TO GLASS(SEE F I _H 12 OR FOR BADE(I)A1J0—I -�OR 1 a 1 Nm. 1/4'0-20x3/4"S.S. MACHINE SCREWS FXISI ING 1 ON SHEET 28 OR EQ- W/ 1/4"-20 NUTS ® 12"O.C. GLASS---1 BLADES()& tl I I -A 1 oR 15 1 WALL FINISH WALL K N , ''• -� (WALLJ12« 1 I EXISTING MIN. I I I _�' FINISH I HEADER"EQUREU 1 DR �* EXISTING MIN. Ns I 2"x4"WOOD I i/4"0 TAPCON WITH ADVANCED EXISTING V MN.SFPARAl10N ! I II r HLAUER REQUIRED I THREADFORM TECHNOLOGY GIASS_i W/ I i/2"Min. PENETRATION i1 TO GI (SEE i MIN SEPARATION I 2'k4"CONT. SILL - OF THREADED AREA —12iL� D1A�DE:SHEET I II 10 GLASS I I PLATE REO'D. MIDWIOTH OF WOOD PLATE. (J I 1 I EXISTING t� (SEE SCHEDULE- j ON SHEET 28 FOR CLA55-"1 ON SHEET 12) (SEE SCHEDULE ON SHEET 16) BLADES(j)& (: HV WALL HEADER INSTALLATION ��HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION -� 1 MIN. SEPARATION EXISTING -L--- 1 MIN. SEPARATION TO GLASS GLAS5-- MIN, SEPARATION I I __ __ TO GLASS _ I_ (SEE SCHEDULE- I ' 1 1 TO GLASS _ 1 EXISTING (SEF. SCHEDULE —O 2"x4"CONT. I tl E%ISTING ON SHFt 12) z WOOD PLATE (SRF SCHEDULE GLASS ON SHEE7. 12) z GLASS--1 W OLD) ON SHEET 12) I % 1 i II - , I/4"0-20x3/4"S.S. I 1 1/4'0-20x3/4"S.S. a I MACHINE SCREWS ANUTS MACHINE SCREWS W/ USING 1/4"-JL WALT_ : � 1/4"-20 NUTS 0 I I"O.C. _� tl ® 12"O.C.- FINISHoR 1 a oR7: >< 15 n 2x4"CONT.-' WOOD PLATEVD -EO-` EO o 1/4-0 TAPCON WITH ADVANCED REQ'D. �xv 1 THREADFORM TECHNOLOGY •'� ,1/4"0 TAPCON WITH ADVANCED \ ._1/4'0 IAPCON WITH ADVANCED THREADFORM TECHNOLOGY THIT DFORM TECHNOLOGY W/ 1/2"Min. PENCTRATION OF NTE' 2"xb"CONT. W/ 1 1/2"Min. PENETRATION I THREADED AREA INTO PLYWOOD. W/ 1/2"Min. PENETRATION OF 1-SEE SHEET 4 FOR TYPICALSILL PLATE OF THREADED AREA(SEE SCHEDULE ONSHEET 16) _ THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. KEQ'D. WALLMIDWIDTH OF WOOD PLATE. E%ISHNC MIN. '7"x4"STU (SEE SCHEDULE ON SHEET 16) 2-MOUNTING SECTIONS CAN RE -'L1 111 FINISH (SEE SCHEDULE ON SHEET 16) 0 I6'O.C. MAX. REQ'U. COMBINED IN ANY WAY TO L L 1/2' MIN. CD% PLYWOOD REQ'D. PLYWOOD TO BE ATTACHED TO 1/2 MIN. CD% WALL FINISH SUIT ANY INSTALLATION. EXISTING MIN. 2"x4" STUDS 0 16'O.C. MAX. REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ®NY WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. • p�0UM 71065 OF•ISE 0• • •• ©HV WALL SILL INSTAL�TION Q HV WALL SILL INSTALLATION i BLA•E(o•sH�Er • • • uluuul • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone `\`����,`�♦�••, 21A4 • • • • _ Q 2012 EASTERN METAL SUPPLY, INC. •• ••• ..1�NUTTER=TECH, :Nc. ����CENS•''•`� MAXIMUM IMPACT HV1 HV2 PRODUCTREVISED __ _ ACCORDION SHUTTER BERTHA HV Accordion Shutters tem as wmplying with 1lx Fioridn = -�7.___: Building Cod. 'j`�/ ��- = 1 L E C O.1 y • • • • (•ANSA # t6) H.V.OWE 1 W OR W10 H.V.WINDOW BLADE&H.V.BLADE A"eplance N. C Z 03 1 * • • • • • EV.N DESCRIPTION DATE Drown by: F.R.L. Expi ion D,Vo�/ �-� %'0% STATE OF TILLIT TESTING & ENGINEF•RMG CUMPAky 7485 EST (UURT Z"O 'f1•. •�` 6355 NW.36th.SL,Ste,305,NRG'#A GARDENS,"RIpA 331 • L OLD 14-004 6/Ol/1 DATE: 06/01/15 By Phone:(305)871-1530.F�x•J305)Bi1-1531 • HIA Fl!35014 2 Micmi Ded. aC'onVol % �''''•... ' '�\ �d .-m.tl:6lLeco•..t.com • + • 3 DRAWING No 6719 NAL��AaA` WALTEREA,nuT J,P. E. PH (305) 823-2323 FAX (305) 826 7979 4 15-155 MIAMI-DADE COUNTY P.E. SEAC0S�eATURE/DATE ELDER CA Li, 44167 5 SHEET ••• • 6 18 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & I& HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL LIMITED O 105.0 s . A.S.D. DESIGN LOAD E SHEET 28 FOR MAX WALL FINISH 1/4'0 TAPCON WITH SAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 WORKING IN UNISON - - �-- ADVANCED THREADFORM -EQ --EQ -- —2"MIN,-- TECHNOLOGY 4'x8"(Min.) EXtSTINC —-_ EDGE (IF APPLICABLE) W/ 1 I/2"Min. PENETRATION WOOD BEAM REQUIRED. OF THREADED AREA TO STRUCTURAL ADEQUACY EXISTING WOOD HEADER. 1/4"0-20x3/4"S.S. OF EXISTING WOOD BEAM - -— C(SEE SCHEDULE ON SHEET 17) PHILLIPS TRUSS HEAD TO BE CERTIFIED BY _ ___ EXISTING WOOD 1"Min.('�,JAACHINE SCREWS REGISTERED ENGINEER OR EO--- —EO— - ---_ TRUSSES OR 19 --EQ EQ I� W/ 1/4'-20 NUTS SHUTTER CT PRIOR TO V2 _ /2"_ RAFTER ® 24' SHUTTER INSTALLATION. - O.C. REQUIRED ® 12"O.C. -V 1 oR 15 1/4'0 TAPCON WITH _EXISTING SOFFIT \\ \�• — ADVANCED THREADFORM — — TECHNOLOGY W/ 1 1/2"Min. .250" 3/4"Mox.ThIK. Mox. PENETRATION OF TIIRE'ADEO ry I AREA TO EXISTING WOOD BEAM EO Q- #14x3/4" EQ -EO 1"x4"xt/8"CONT. ALUM. TUBE ••' OPTIONAL (SEE SCHEDULE ON SHEET 16) S.M.S. -- (6063-T6 ALLOY) W/ ®6"O.C. i. (3) 5/16"0 LAG SCREWS TO : I I I 11 Or 13 or 15 EACH RAFTER OR TRUSS. .Yy.;.. I �Or 13 Or 1$ LOCATE LAG SCREWS AT FxISTINC MIN 2'x4" 1 MEMBER,MIDWIDTH OF EXISTING WOOD ) EXIST['G- HEADER REO'D ,.r1 (2'Min.NOMINAL WIDTH GLASS 1 MIN. SEPARAFION I b L_-11 OPEN HOLE AT EACH- TO GLASS I ) STUD TO ACCEPT W/2' Min. PENETRATION OF EXISTING THREADED AREA.VALID FOR Y (SEE SCHEDULE ON SHEET 12) I 5/16"0 LAG SCREW I GLASS--I I I I INSTALLATIONS ASTD.NDESICN LOAD SAND t-_--_--. -- 4 I I z AT CENTER OF LUBE. I I m�(sL MN SP"90N 9'-0" MAX. SPAN. THIS I Yl INSTALLATION IS ONLY VALID OS HV WALL HEADER INSTALLATION �`°AF°"�' L� FOR WOOD w 12 IT1N ancCI rw EXISTING 19]Im1AE w v1T�r I I I I /MIN. SPECIFIC I �(9e on SHEET 28TY®0°RR I I GLASS--{ICN O28©� I--(1) 1)OR �♦ FIR OR SOUTHERN FINEGRAVITY OF 0 So AS No,DOUGLAS, __� �♦ I eL DEs l e I I L'J OR EQUAL, 14--SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1 OR 1 -� 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. T HV CEILING INSTALLATION I CU)HY CEILING INSTALLATION MN SPMiwON Y -_I 0OR ®♦ IMI SN MIN. I I MIN. SEPARATION I I Tie (S(E�Ecr TO GLASS TO GLASS — EXISTING I ION Still 28 Y0: p --I(SEE SCHEDULE 1 1 (SEE SCHEDULE ON SHEET 12) O CLASS I�p6j'I I ON SHEET 12) I F.zG1ASS _- 1 \ H7�50e GLASS--n I I I y'I I I p I i I I I I d I I I PLTERNAT I BIANCHOR \ ISTTNG WAI L LOCATION I I _ I FXGLASS- I 2"x6"MIN. WOOD FINISH 3 6 MIN. '1 I --� AIj 1/q•J O i / MlOx3/4"}{EX DECK REQUIRED 19 Max. 6 all 3/a•MIN. WASHER HEAD:EK _� __ (NO FINISH ALLOWED) 2."x6'MIN.WOOD SCREWS® 12"o.c 13 OR DECK REQUIRED (NO _ —EDGE OF DECK © FINISH ALLOWED) IF APPLICABLE EQ EQ 1/4"0-20x3/4"S.S. EDGE OF DECK 1/4"0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE } -�" _: -_ _I/4"0 F.H.TAPCON WITH EDGE ADVANCED THREADFORM ADVANCED THRFAOFORM Min. MACHINE SCREWS _--- - OF - - TECHNOLOGY TLCHNOLOGY W/ 1/4"-20 NUTS -2':MIN. -- -2"MIN. __ -�- --- / 2'x4"CONT. W/ 1 1/2'Min. PENETRATION 0 12'O.C. ---� - APPLICABLE 2"DECK IF MIN. OF THREADED(AREA n. PENETRATION SILL PLATE OF THREADED AREA® I/4"0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY MIDWIDTH OF WOOD PLATE. RED'0. MIDWIDTH OF WOOD PLATE. W/ 1 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) •• ••• • • ♦ EE A NS O SE OF !EVIL 1 • • . . .' EL�iA7jfi sErYz6 HV WALK—OVER INSTALLATION 0 HV WALL SILL INSTALLATION CCpluunul WO HV FLOOR• T eT101� • : %: •• FLORIDA BUILDING CODE (Hi IT Velocity Hurricane Zone •• ••• Q 2012 EASTERN METAL SUPPLY, INC. . MAXIMUM IMPACT HV1 HV2 SI�UTTER=INCH, tN�. ACCORDION SHUTTER PRODUCT REVISED < �67 _ IL EC DIAL! • • • BERTHA HV Accordion Shutter System ea comMpng With IM;Florida AmepnLt C4ldo * (� - • • • (�4�gA A � H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE&H.V. BLADE AaeTltRncc No 5-0624.0; * • • • • • • • EV.N DESCRIPTION DATE Dravn b: F.R-L. tixpira nUato Zo�7 "0'• STATE OF ;�` TICCIT TESTING & ENGINE/RING OOMPAMY• • • 71485 WEST SOURT ���''TTT���TTT�''�����'�``iiiiii i ••• 63M N.W.36th.SI.,Ste.305,NRDRIA GARDENS,• INDA 33 • • ! • • • 1 OLD 14-o0a 6/01/1 DATE: 06/01/15 Phone:(305)871-1530.Ft. •:t305)811-1531 + HIA"* FL4d3014 2 Mtem1 Dade u ic1 Contro vti �i Fi5'S� • 'N�j� ��` a-mea:6ueco•°oLcom 3 DRAWING No ,,���NA 11114�A4�`` WALTER EA.OTI�7 9,P.E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 FLORIDA Lic.A 44167 5 SHE MIAMI-DADE COUNTY ET P.E. SEALt«NATURE/DATE ••• + • • • ••. • • 6 OF 28 goo • • • • • • • • • • END INSTALLATIONS HV & (1A1 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2"z4'MIN. 77 W000 STUDSIV1/4'0 TAPCON WITH 2'x4"MIN. IAS APPLICABLE) \\ /( ADVANCED THREAOFORM 2'z4-MIN.WOOD 2'z4'MIN.WOOD (p$WOOD STUDS ADLE) TECHNOLOGY RW BUILDEX STUDS REO'D. \ / ANCHORS•6'CLC. SNDS REO•D. \ / W/1 1/2'MIN.THREADED \ / nNISH PENETRATION INTO STUDS OR r l%- W/MIN. 1/2'THREADEDx x - ,t. \\/ FINSH EXISTING GLASS I' PENETRATION TO 1/2' COX -F%SDNC C1A55 �__lz 1A / PLYWOOD IF NO STUDS EXIST. EXISHNG GLASS( / \ EXISTING GLASS PARATION / \f' T /EQ EQ\ _Z MIN I I/2'MIN.COX x x� T \ TO GLASS (SEE 1/2'MIN.CDX _ MN.gpAppT10N PLYWOOD. -- SC1f➢UE CN SIEEr '" PLYWOOD. ...''I- TO QA55 SEE u0(l S(SEE TO GLASS (SEE 12 FOR HALE(DAM1/16". ( PI Y NIN.CD% 3SQHEOIAE W SHEET SCHEDULE12FOR91EET PLYWOOD. 1 S2 FORE oN SLEET CN SLEET 2B FOFt I G WALI- HIIOfS�B QF (60ALUM 6C OSETt FINISH I/2•PLYWOOD. IAF EEET/•D2CB Q�� —_ ZONE SV3EET]E FOR 1/r ION 9fFf p�FOR 1 2"MIN. PLATE.(LOCATE 1/2' H' �A FINISH WAIHAm O)&® '-I - HADE5 1) L AT EITHER SIDE MIN I 1 I •use I'oa T uAz.OF __1 .rvlxriuirhx'.I/a..o._x. #10x1/2'S.M.S.Z(I)O o.c016O.GYAM 77:- SEE 7 4 Ttetl p p TEOINp00'xO4 o ,wnronz /��l SEE DETAIL X FDF;_ OR®� (10G1E A1TI�INFA sa a�) 1 OR W DETAIL%FOR I OR 4- SIDE CONNECTION �TO(RACKS SEE DETAIL%FOR),"- _/ �v�lq v�6�.0v B 10 SIDE CONNECTION SIDE CONNECT N v(�v(6�'7O"BO'"l'.�'0" yyapa(©•�a_�alo�.�w ro TRACKS 370- (• )-0' 'Goa 10. 5 v�j•�3v©.®v TO TRACKS --�v®u .wOv 10•®' 10•®"'`L'•`L9'©•l"l°' /1 U•7Q•lt�a(,6�.Oj .�`v 10.(�5v©.�ja SL�j.©v 6 6. U�'©an'� �v Q�a, tae. ©,07 ,©„©•�,®„ O•(8)a(9)•0a0. .0-0-0 e�•®PQ0P ®P Q ®p11� '(5) END CONNECTION DETAIL ENI? CONNECTION DETAIL 07 END CONNECTION DETAIL® END CONNECTION DETAIL* EXISTING ♦REWIRED ONLY FOR SPANS GREATER THAN 12'-0'0' FASTING GLASS 1/4-0 TAPCON WITH 1/4'0 TAPCON WTrH /�GLSS ADVANCED THREADFORM ADVANCED THREADFORM ( / TECHNOLOGY IM BUILOE% TCCNNOLOGY ITW BUILDEM ) 2•z4'MIN.WOOD ANCHORS W/1 1/2'MIN, ANCHORS W/ 1 1/2'MIN. IAN.SEPARATION STUDS READ. INTO SED PENETItAIt THREADED PENETRATION #10x1/2'S.M.S. NN SD*PATON SEE LIMITATIONS OF USE OF TO CASS(SEE INTO aNU5•12'O.C. two STUDS a 12'O.C. 016 O.C. TONFOULE ON Sl-lEET 4 BLADE SON SHEET 28 SCHIGULE ON SHEET 12 FOR HALL.(DAND - 12 FOR RADE.IQ AND 04 - ON ON SHEET 28 FOR -� ON SNRT 28 FOxt _ HADESok© ) ^ 155 HALES(Dd:Q I/2"MIN ,,.:. r. 71- 1 1 1- xi 6 OR�OR COR OoR 1 3 oR oR42 --- <� \ 2'MIN.lV R�7' 1 5 QI OR 4 ' ©p� R®oROok ®v©'�A�,�BO 10'® • L WALL FINISH 2x4 MIN WOOD WALL, �v©'UO1Q^'10'�" 1O20R130R�OH\7 VIEW Y S NDS REQ'n. FINISH PLAN END CONNECTION DETAIL © rm-CONNECTION DETAIL12 : : ••: : • • •• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone \\ fi • • • • ••• • • • • • • ����'��•�,.•�•••.�/l Ai�i • ®2012 EASTERN METAL SUPPLY,INC. ENS �' MAXIMUM IMPACT HV1 HV2 /� SHUTTER=ICHe INC. ACCORDION SHUTTER r•RODI1CTRP.VISrr) = Vis-- 1.- as complying With the Florida _ -�-=-- I L E C O ��fj. •• • } BERTHA MV Accordion Shutter System Ruildin);Code = : _ • • •%SA•I?5) H.V.RUDE 1 W OR W 0 H.V.WINDOW DIADE& H.V.BLADE Acccplanrc No rj-O 62 C -'AIT ; W•U3 • • • • • • EV.N DESCRIPTION DATE Drawn b, F.R.L. r%pix Tun UJ1a e - TICCIT TESTING & ENGIN CITING::OMP.ANY,20/7 s o'•, STATE OF HAY • • 4485•WE$i 2•COURT T OLD 14-004 6/oT/1 DATE: 06/01/15 L1 8355 N.W.361n.51.,Sle,JOS,WI�INU GMOEI�,iLOflIOA]j16 • • �'�"'' • • Dy Y Ph— :(305)871-1530.f«•(30511971-1531 • • HASM. N 33014 2 MLy Ii Dlld o act xlntml �i ��p�` a-moil: 0Re<oeeol.<om 3 DRAWING No i EB-0006719 �AAAFSS/ONA�E��`AA`�� WAL ERFLORIDA A.U..111 44167E H (305) 823-2373 FAX (305) 826-7979 s 15-155 MIAMI-DADE COUNTY P.E. SEAAL��I�NATURE/DATE SHEET ••• • • • ••• • • 5 S E 28 • • • • • • • • • • • •• •• • • • •• •• 00411 0 0 0 ••• 0 0 18FT- .15 Al * MOTES ON HD LOCKS AND CENTERMATES: ALTERNATE LOCATION — ���� 1. MANDATORY CONDITION j 1: ONE 3 H.D. LOCK SHALL BE USED FOR 34 (�a©) ANY SPAN AND INSTALLATION AT HEAWDUTY SYMMETRICAL CENTERMATES, HVB-NDB HDB HDA-HVA VB-H 31 OR 32 f AND AT ANY ELEVATION. O4 H.D. LOCK MAY BE USED AS �- A INSIDOR AND LOCK, ATTACHED TO 03 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING RODS O ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. aor � a _ _ _ 2. MANDATORY CONDITION f 2: LOCATION OF 3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". HVO� N o 3 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" aN < ay 9OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER I) K3 s THAN 105', ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF , T 34 LOCA N- x'r^Z SHUTTER. a ALTERI iie=a oto 1 LL O HVE-HOE _ E O � Z Z _ \ SEE END CONNECTION E DD EE F GG DETAILS ON__ SHEET 24 TYP. FULL. -- usuwTeD vnonr - HEIGHT. _ `J OR(Q)OR© ,07 - 10 . 1jDR@ +O TYPICAL_ HV BLADE SHUTTER ELEVATION N.T.S. ,,1111111111111irrr� •• ••• • • • • • •• ``\`�`4 ER R. Ti( ''�i/, ••0 i 0 0 0 0 FLORIDA BUILDING CODE (Hi h Velocity Hurricane Zone ���`� '••�,\GENS•'' `��/��� • • • • • Q 2012 EASTERN METAL SUPPLY, INC. _ F •• ••• 1[UTTER=ICH rxc. MAXIMUM IMPACT HV7 HV2 PRODue R.CVISBD c. ACCORDION SHUTTER as complyingwith the norida :7f BERTHA HV Accordion Shutter System Building Code �'(C� • • CASSA p+26) H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE& H.V.BLADE Ampurom N.)5-0 674.03 ' • • • • • • • EV.N DESCRIPTION DATE %./O •, '•�.� TILLIT TESTING & ENGINEIRING•COMPANY• • • • or"."b: F.R.L. Fixpi IonDate o Zo( , �ORIOP •7495.WES: 2•COURT 1 7 oto a-ooa s/o1/t DATE: os/o1/Is '••.,,••••,,.••�\��` 6]55 N.W.J61h.51..Sle.305.VIRG�IA GARDENS ROFAM..16 Ny A2 `5 Phone:(305)871-1530*Fyx :(301901-1 5 3 1 • ••• HIJI�I, 33014 2 DRAWING NO Miumi Dudc educt Control "rrU/VALr111111U11tT`\` e-molb lillec tr°m ' 15-155 .ER-0006719 PH (305) 823-232.3 FAX 305) 826-7979 4 WALTER A TILLIT JrP. E. FLORIDA Lit,.11144167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE B 21 OF 28 so • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 0 0 POURED - CONCRETE ANCHORS CONCRETE SEE SCHEDULE ON 1/4'0-20x3/4"S.S. REQUIRED SHEET 26) MACHINE SCREWS USING CONCRETE ANCHORS 1/4"-20 NUTS 0 6"O.C. POURED ---- SEE SCHEDULE ON SHEET 26 WNCRETE ( ) 1- REQUIRED / EDGE OF MHTo ARAnw Min. IIA H IF MIN.SEPARA170N I 1 .�2l 'I (SEF SCHEDULE ON I % GLAS 18 Y To cuss J sHLn zs) 42 -- EO FO O E.D. APPUCADIE t l A r t ' (SEE SCHEDULE ON I O E SHEET z5) EXGLASS�I �� - - - 9 - GLASS II _- 15 / - 15 EXISTIN GLASSG J/ I 1 1 _— - - O " `-OPIIONAL r l I 1 1 i t I EDGE OF Q EXISTING - I �LAU IF EDGE OF GLASS APPLICABLE -SIAH IF APPLICABLE MIN.SEPARATION MIN.SEPARATION L t 10 GLASS ' _ .• _ TS GLASS 02 (SEE SCHEDULE ON I i (SEE SCHEDULE ON I I I SHEET 25) MII —O POURED CONCRETE E%1511NG-\� SHEET 2S) II II i POURED FLAT HEAD CONCRETE ANCHORS REQUIRED FLAT HEAD CONCRETE ANCHORS GLASS l I ETE REQUCONCIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) (4 HD WALL HEADER INSTALLATION HD CEILING INSTALLATION © HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION F EXISTING I MIN.sEPAMTKIN I I 1 1 NINTOSEPLAAMSS ON t 1 -_O I MIN.SEPARATION I I I E O GLASS TO CLASS _ I - �I I TO G1A55 —(SEE SCNEd1LF ON I 2 (SEE SHEE 25)ON- (SEE SHEET 25) i 1 SHEET 25) ; --j(SEE SHEET 25)ON I 3 I I EXISTING I , I GLASS EXISTING �I I � 10 I I GLASS �I ILIIALTERNATE i t __ i i � OPTIONAL I I III f III 14x3/4"HEX ANCHOR I I c HE%WASHER OPTIONAL'-——r, 1 1 I I LOCATION I I I I #14.3/4" 11 i I I I I WASHER HEAD�, I I z I I HEAD TEK SCREWS 0 j I I II TEK SCREWS \ �j 6.O.C. 15 0 6 D.C. 2t- CONCRETE ANCHORS I ? (SEE SCHEDULE ON 14x3/4' HEX HEAD SHEET 26 l __ __ TEK SCREWS 0 J"O.C. --- EO EO_ 18 OR 1/4"0-20 S.S. M.S. CONCRETE ANCI70R5 EDGE OF I II " W/ NUTO.C. (SFE SCHEDULE ON SLAB IF 1/2' I- EDGE OF _ APPLICABLE _EQ EO" -SLAD IF I 4"0-20xJ 4'S.S. SHEET 26) APPLICABLE PHILLIPS TRUSS HEAD ------ ------ �� l MACHINE SCREWS I ,I POURED-/ - C-QNCRETE ANCHORS CONCRETE POURED CONCRETE (SEE SCHEDULE ON USING 1/4--20 6. 1 �9 EDGE OF REQUIRED -- WALL REO'D. Sf1EEf 26) NUTS 0 6"O.C. - -- SLAB IF EE LIP WALL SILL INSTALLATION E E APPLICABLE © HD FLOOR INSTALLATION POURED CONCRETE REQUIRED HD RAINGUARD INSTALLATION_ NOTE FO&CIAWNAILQPLOF 5EQ1105: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 4 E D. = EDGE DISTAN IN ANY WAY 70 SUB ANY INSTALLATION. Cr LJJ 2- MOUNTING SECTIONS CAN COMBINED (SEE SPECIFICATIONS ON SHEET 26) INSTALLATION DETAILS W/ HY BLADE IN 1111111tT111FTF��,,, i i ••i i i i i FLORIDA BUILDING CODE (High VelOCity Hurricane Zone ��'t l ��i • • • ©2012 EASTERN METAL SUPPLY, INC. y���.•��CENSF''�y •• 000 • •• MAXIMUM IMPACT HV1 HV2 SHLITTEA TECH. INC. � ACCORDION SHUTTER BERTHA HV Accordion Shutter S stem PRonucr RE.VISE. t* L E C0 ..C- 131 • • k SSA 26) H.Y.BLADE I W OR W/O H.V.W NDOW BLADE& H.V.BLADE ss complying I1d01 the FTorldD - . ildEllg 2 /�j�Q'_���` • • • • • • • • EV.N DESCRIPTION DATE Or-6: F.R.L. ALrcPLenccNoZS-•06ZQ.•p3 ,(L $THEcOt TILLIT TESTING dE ENGINEWINGeCOMPANY • • • 74� WES!2.000RT 6Apt IOII UetoC •••• I' P•; V`�� 6355 N.W.J6IM1.St.Su-JOS,.-I-GARDE..FLORA 1:Ell • • • • • • 1 OLD 14-004 6/01/7 DATE: 06/01/15 20 7 Phone : (305)871-1530.9F0x : (305FSA-1531 • • • HIALEAH,iL 63014 2 DRAWING No Tly6712 l ��, S 6 .. e-mail:tiltec�l ilRam • • • ••• • 3 15-1 55 Miam11)D odncTConTrnl ''�4pFS#DNA;01111 1,%%%"Y� WALOR A.TRUT Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Uc.#44167 S SHEET MIAMI-DADE COUNTY P.F. SEAL/SIGNATURE/DATE 6 22 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 SEE END WALL CONNECTION DETAILS ON SHEET 24 IN / EXISTING GLASS INSTALLATION OUT 9O• -� * SEE NOTES ON LOCKING RODS O & HD 3(D LOCKS ON SHEET 21 IN\L/ HV BLADE OOR®OR© +LOOK Q + ®oR� SEE END WALL CONNECTION EXISTING CLASS DETAILS ON SHEET 24 —— - —— (6063-a6 ALLOY)ALUM. 1/2' ANGLE w/(2) TAPCON PNCHOR$TO I - 114 3/4"S.M.S. ® 12' MIN. SEPARATION (4) H.V. (OPTIONAL) ®* (OPTIONAL) CONCRETE(TOP/BOTTOM 0 C TO GLASS &(a),#10.1/2"s.M.s. I (SEE scHEouLE PINS (TYP.) IN 33 h H.V, _ TO TUBE AT EACH ON SHEET 25) ) ANGLE. (TYP) /G\.. - 4 5 B" 6 1/2" _PINS (IYP.) GVo IV QR 32 33 31 ORC� 31 OR 32 31 OR 32 HVA-HDA ®* * 35* (- 35 HVB-HDB (OPTIONAL) HVC-HDC EXISTING GLASS (OPTIONAL) 1 OUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATE$ W/ & LOCK (INTERIOR) W/_i * (EXTERIOR) EXTERIOR) (SEE SCH Olf�ON TOO GLASEET I_ I N 25)l _ 5 /—@ OR®OR©1 0 O MIESCONCRETE _—_—_ 3 _ _—_— _ _—_—_—_—_—_ANCHORS ®16"O.C. OUT 6 1/2" MAX. SLACK HVE—HDE -POURED CONCRETE OR r7CONCRETE BLOCK WALL HVD-HDD Lt1tlttllREQUIRED 1111111111 ••• ••� ••• ••• A. FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone IGEN � • • • • • ©2012 EASTERN METAL SUPPLY, INC. SF v�''�' •• ••• �Ha UTTER=ICH. txe. MAXIMUM IMPACT HV1 HV2 PRODUCT REVISED ,F:�-- ACCORDION SHUTTER _ 1 L ECO 1 C. BERTHA HV Accordion Shutter System us complying with the FlD.lda • • ASSA Building Cod, 'a (v *? • • • • • • •!1.6) H.V.BLADE 1 W OR W 0 H.V.WINDOW BLADE&H.V.BLADE Ae"eptnnm No1S 062¢.03 �•'. `�F TILLIT TESTING & ENGINBERINO COMPANY* • • EV.N DESCRIPTION DATE Drown 6: F.R.L. RXp�Date �.< •, � •74 2 WE j COURT 1 OLD14-000 0 o17 ORION �, 6355 N.W.36th.Sl.,Sl..305,MR841A— 5`iLCMIDA 16 / /1 DATE: O6/Ot/t5 � Phone (305)671-1530r� (30 671-1531 • • •F•33014 2 AL 111�� a-moll:BR.��,ID.com • • 3DRAWING No ]/���r1rLIILttLL1t1t10N EB-0006719 PH 305 823-2323 FAX 305 826-7979 4 15-1 55 WALTER A TILLIT Jr. P.E. ) ( ) FLORIDA Uc.11 44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 23 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 r-l" POURED CONCRETE OR POURED CONCRETE _ POURED CONCRETE -- - POURED CONCRETE CONCRETE. BLOCK WALL OR CONCRETE OR CONCRETE BL CONCRETE REQUIREU BLOCK WALL REQUIRED BLOCK WALL REOUIRtU BLOCK WALL REQUIRED EXISTING GLASS CONCRETE ANCHOR- EXISTING CLASS ____ EXISTING CLASS ® 16"O.C. ) --2` MIN -- EXISTING GLASS EQ¢ MIN, SEPARATION MIN. SEPARATION 1/16"x3" MAX.--- MIN. SEPARATION TO GLASS i MIN. SEPARATION TO CLASS TO CLASS I (SEE SCHEOVLE (6 ALUM. CLOSER (SEE SCHEDULE --- ONE SHEET025t (SEE SCHEDULE (LOCALE ID U- -- ON SHEET 25) ( - -- ON SHEET 25 ) 1/2 — ON SHEET 25) EITHER SIDEU6 PLATE. LOCATE 1/2" ) --� OF O) L AT EITHER SIDE MIN!-� If 1/2" OF®) 1 I 1 MIN. - -- -'— I _I ♦USE 1" OR 2"MAX. r #14x1/2" S.M.S�I _ ----- AS APPLICABLE)2 "x xt 8 0 2 0 16"O.C.1 O. S.M.S _—_ 0 16"O.C. \ ALUMINUM CLIP ANGLE ® 1 _ 4 / (6063-T6 ALLOY) AT MIDHEIGHT (1) #140/2" S.M.S. To®& (2)1/4"0 TAPCONS ANCHORS TO 5 SEE TONNECTION ® EITHER SIDE OFO�LATE AT SIDE C SEE DETAIL X FOR ©- TO TRACKS SIDE CONNECTION SEE DETAIL X FOR 4 TO TRACKS O O ® ® )rj OR SIDE CONNECTION OoR®OR©+Daft F) + 7 OR S OR � + OR O+®R®OR�+ TO TRACKS ©+DOR®OR®+0OR END CONNECTION E AIL 10 ® END CONNECTION DETTAAIL 20 END CONNECTION DETAIL 0 END CONNECTION ODETAIL ♦ REQUIRED ONLY FOR SPANS GREATER IHAN POURED CONCRETE OR -POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WAII _ REQUIRED /-EXISTING GLASS REQUIREU EXISIING 4 '--I -- ----L- GLASS _,_________ 7I #14 /0 S.M.S. MIN. SEPARATION Y y—'---- ® 6' O.C. TO GIASS mm ___-_ _ ©OR®OR© MIN. SEPARATION (SEE SCHEDULE O ,�_j= ----------- TO _-_-'-- _ CONC ETE 1/2" MIN. ON SHEET 2.5) TO GLASS ANCHOR ® - 42 ----- - ----- (SEE SCHEDULE -- __ CUNCREIE- 12" O.C. ANCHOR ON SHEET 25) -- ® 16' __ EQ _ U.C. r ____ 1/2"1 MIN.- 1_ 11- OR®T 6# J _1 2" MIN OR�5 Y 'l." MVIN. 2" MIN. ED PLAN VIEW 5 © DETAIL X ® END INSTALLATION ODR®DR s +DDR 0DR®DR©+TO" (2� HV BLADE INTO CONCRETE OR 0 + 0DR®+© CONCRETE BLOCK WALL. .. ... . . . . . .. END CONNECTION DETAIL 5 E EC ION DETAIL © • • • •• • • • • • FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone W �/T�i� • • • • • Q 2012 EASTERN METAL SUPPLY, INC. a 0 "' —'—'�' MAXIMUM IMPACT HV1 HV2 F HUTTER=I PRODUCi'RGVISED NCH, tNC. ACCORDION SHUTTER � $ �LE, OI C.comPlying with the Flo>rd:lBERTHA HV Accordion Shutter System 13uildirlg Code qqq ,r * = • • tASSA 26) H.V. BLADE 1 W OR W 0 H.V.WNDOW BLADE& H.V.BLADE ACR'PlattlCe h0 Jrl —O (,.µ.Q3 .Q, • = • • • • • • • • EV.N DESCRIPTION DATE [isPim ionUates—�-/A�i T^ jZp�7 f1•, STAIt OF TICCIT TESTING & ENGINEfRING.COMPANY• • • • Oro-6: F.R.L. Q • • •7485.WES: 2•COURT 1 6355 N.W 36th.6t.,Ste.305..RGA%CARDER,FL006 16 • • OLD 14-004 fi�01/1 DATE: 06/01/15 `� Phone:(305)671-1530.F (305Is11-1531 • HI=II�H,1-4.33014 3 Mimli Uud S \ o-maa: un.otdE doom DRAWING No a Conn al •,��S�ONAL ENG���`� EB-0006719 /' 2 ,I/1II 1� WALTER TILL R Jr.P.E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 / HIIt FLORIDA U44167 5 SHEET MIAMI-DADE COUNTY P.E. SEAL/SIGNNATAT URR A E/DATEU,p 6 24 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • )IC NOTES: 4 SEPARATION TO GLASS R 0 IIR1M"NT MAXIMUM SHUTTER SPAN (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN MINIMUM SEPARATION 10 GLASS FOR SHUTTERS "L+" OR "L-" (it.) * POSITIVE A.S.D. DESIGN LOAD. INSTALLED AT All. ELEVATIONS OF BUILDING IS 3". INSTALLATIONS W/ SYMMETRICAL L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.SN]=LQH 31 OR NO (2) DESIGN LOAD. W/ ONE HD 34 LOCK & NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOCKING DS 3S 4 WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM POURED CONCRETE INSTALLA➢ONS MAXIMUM SPAN "L+"FROM SCHEDULE. A.S.D. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE DESIGN MAXIMUM SPAN "L-"FROM SCHEDULE. LOAD ALL MOUNTING CONDITIONS (P'e.1') FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (+ OR-) L+ (R) l-(R) MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 30 OR LESS 15'-S" _ 18'-0" 35 14'-10" 18'-0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4" 17'-10" COMBINATIONS IN BE LWFEN WALL W/ FLOOR/CFIt ING INSTALLATION LEGEND 45 13'-11" 1T-6"" MOUNTINGS: SUBSTRATE POURED CONCRETE � - 50 13'-6" 17'-O" FOR A GIVEN POS111VF A.S-D. DESIGN LOAD: MOONRNGS (SHEET 22) DETERMINE: WALL 55 13'--J" 16'-10" L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. AA & FE 6D 12'-11" 16'-2 L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING 65 12'-8" 15'-6 INSTALLATIONS. FLOOR/CEILING BB, CC, DD, 70 __ 122_-6" I4'-11" FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: MOUNTING FF & GG 75 _ 12'-3" 14'-5" DETERMINE: 80 12'-0" 14'-0" LI-= MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. 85 1 V-10' -13-7 Lz-= MAX. SPAN FOR F1.00R/CEILING MOUNTING _ INSTAL LATIONS. 90 11'-6"_- 13'-2" 95 I1'-3" 12'-10" FINAL MAXIMUM ALLOWA13LE SPAN IS EQUAL TO THE 100 10'-6' 12'-6" MINIMUM BETWEEN "LI+", 12+", "Lt-"AND "Lz-" 105 10'-0" 12'-2" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 1109'-6" 11'-11" ALLOWABLE SPAN AND MAXIMUM A.S.O. DESIGN LOAD TO 115-- 9'-1" 11'-8" 1 DETERMINE MAXIMUM ANCHOR SPACING. _120 _ 8-9" 11-5" 125 - 11'-2" _ 130 - 10'-11" 10'-9" _140 10'-6" 150 - 10'-2" 155 10'--0" _ 160 - 9-10" 165 170 - 9'-7" 175 - 9-5" 160 9'-4" lL J HV BLADE ONLY _- 185 - 9'-2" 190 -- � 195 - W-9" •• ••• • • • • • •• lttltlllllt114���� • • •• • • • • ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone ���``�'�,.•"'"" �r �i, ••• ••• 411110: • • • • • Q 2012 EASTERN METAL SUPPLY, INC. ��CENSF' MAXIMUM IMPACT HV1 HV2 ` 7 �CD.v4c SHLiTTEA=ICI{, mc. ACCORDION SHUTTER 41 OTH)CT'RCVISED a _` • ••• ••(�.SS�• 26) BERTHA HV Accordion Shutter System dying W;m IIIc ' _ '*_= H.V.BIADE 1 W OR W/O H.V.WINDOW BLADE k N.V. BLADE Duilding Cudo / /GJ/ // _ AcrePIA1Mc Nu D 6 Z Q p / !V' • • • • • EV.N DESCRIPTION DATE Drawn b: F.R.L. TSXPi ion Ihvo 0 3 =�'• STATE OF .' TICCIT TESTING & ENGIVRINC COI+pAI�I� • • •7486 WELT i COURT � ' �O.• F A (`�/`� /15 firi5 N.W.J:( 51..711.305. ''INN OMOrt�RO1531 1 • • 4V • • I OLD 14-004 6/Ol/1 DATE: TNG NO Dy Phone:(305)871-1530•fa•:(30871-1531 • • LII . iL 33014 2 DRAWING NO Miemi U6d rlxlucl , 1 i t5'S�"""'•�N�`� a-mail:EB`100067•19Lcom 3 ' ONAL `� ''/7j'4T1111111HH1t11L` WALTER A TILLIT Jr. P.E. PH (305) 823-2323 FAX (305) 826--7979 4 1 5-155 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lir./( 441x7 6 SHEET ••• • 0 4 0 000 0 0 6 25 OF 28 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (A) ANCHORS TO WAIL SHALT. BE AS FOLLOWS: /a^• TAPCON MAX. SHUTTER SPAN, MAXIMUM A.S.D. DESIGN LOAD AND A 5/16'.TAPCON Xi_ CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min. Vc = 3192 psi) FOR CONCRETE INSTALLATIONS - 1/4"0 TAPCON ANCHORS, AS MANUFACTUREO BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON 15 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. Fc = 2899 psi) POURED CONCRETE - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY LT.W. UUILDEX. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4". SPAN A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. 8" 4 112" 3 112" - - (B) ANCHORS SHALL 13E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 8-g OR LESS ANCHOR'S MANUFACTURER. 12" 8" 6" 4" 3 3/4" (C) SLE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6" 3 1/2" 3" $ - - UP TO _ 10" 6" 4" 4° -- 4" 3 1/2" - - _. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 5 1/2" 4" - - 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8" EDGE DISTANCE: FOR 5/16"0 TAPCON XL. + NOTE: + VALID ONLY FOR UP TO 10'-0" SPAN (� HV BLADE ONLY .. ... . . . • . •• ```T\1H1g1OF T///n, . . . • • • • • • N. ` ` " ` • ` ` • FLORIDA BUILDING CODE (Hi h Velocity Hurricane Zone ,0110"'7-.1 ENSF '� • • • • Q 2012 EASTERN METAL SUPPLY, INC. •• 000 •• 00 SHUTTER=I�ECH, iNc. MAXIMUM IMPACT HV1 HV2 ` ACCORDION SHUTTER PRODUCT REVISED C BERTHA HV Accordion Shutter System * *_ IL EC•O•w •• • us complyingwithdN ETDdd• �i e • • • • (�SS� •26) H.V.BLADE 1 W OR W/O H.V.WINDOW BLADE h H.V.BLADE 111NIding Codc 'd'• � t uF ,3� • • EV.N DESCRIPTION DATE Dronn by: F.R.L. Acccpll lwe No �6� 63 Q'• TILLIT TESTING ik ENG1.,I�ERI CO PA `r Pap4on a F(ORIOP, `� �" • • • 7�� WF�T COURT 1 OLD la-oaa 6/0l/1 DATE: as/o1/ts �7 �/ , \\\ 6355 N.W. 361h.SL,Ste.305.41RCINIA GAR(glj,FLORIDW31 • • • • lPhone: (305)871-153q•.f'r:: (J&5)871-1531 Fill�.�A11" �L 33014 z MmD�.R� ; NEA;1„a�````` a-meEB tll000s7is l'com • PH•305 823-2323 FAX 305 826-7979 a DRAWING No WALTER A TILLIT Jr.P.E. ( ) ( ) 15—155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA uo.d aals7 s SHEET ••• • • • • ••• • • 6 26 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • t F _ 1 44T___ J,_ _ _ I 1875' L O_____________ r �_— r_ _.__ �� -067.5 0625" 12" MIN. CL, CE ( 0625"}' TDD ACE TOO I .0625" EXTERIOR �} I - SECTION X-X I I1V WINDOW BLADE SCALE: 1" - 1" BI ADE'S .187$" Y KNUCKLE ---3"0 OPENING- - (TYP) \ 1 .0625 - - 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0 325" BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC -ED -ED ; q INNOVATIVE PLASTIC LEXAN 103 RESIN = of GLADE" — -I (SEE NOTE "F" ON SHEET 28). I � t,TNt.t {� EXTERIOR I i ( t•j.nr? ,.3750„ 2.; POLYCARBONATE SOURCES FOR 44 HV WINDOW APPLICABLE RESULT / I i 7t _%1 �/ TYPICAL PROPERTIES ` ( 02.8750 ' /� STANDARD �rEx sA 1 A /. r REFERENCE WT°8'E/Stl3l P (\ �) LLCAtW101DN J1W IOJ EE]LW 10 103 RESIN IYv? i/ PHYSICAL \ V t SPECIFIC GRAVITYlb/in' ON CENTERS ASTM D792 0.043 lb/in' 0.043 vT fJ TENSILE YIELD STRENGTH ASTM D638 9,400 Ps.i. 9,500 s.i. 2 7/8" MIN. ( �'�;">- ''• FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 p.s.i. CLEAR ± 2 I/<" �.�1,El'v;.z SEPARATION CLEAR t�};,,.,f•:L'}a FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. 345,000 p.s.i. BETWEEN I BETWEEN 03.7500 BLADE I TABS .0625" INTACT: OPENINGS _ l - 0.5.0000 NOTCHED 170D ASTM D256 18 FT-Ib/in 17 FT-Ib/in 0p.s.r— J - 0625" \/ FIRE BURNIN AMC1ERISTLQj, i. SMOKE DENSITY ASTM D2843 47.2 7. 64.5 X MAX SECTION Y-Y RATE OF BURNING ASTM D635 C I CLASS C-1 CLASS SCALL: 1 = 1 '7bOOSELF IGNITION ASTM D1929 1040 'F 980W ATH RIS: ASTM G155 TENSILE STRENGTH AFFER WEATHERING ASTM 638 9302 8840 p.s.i. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 P.s.i. SCALE: 1" - 1" 12"MIN. CLEARANCE DBIE°�ED ,TpM TYPICAL HV WINDOW BLADE 6A AND SCALE_ 3i8.'-1" POLYCARBONATE HV M"DM: ©ET.A#L: •" ��ttt II�q • •• • • • • 46* •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone ���``��' •.'..••."•..✓-T''''i ••• ••• •• 5HUTTEA TECH INC. ®2012 EASTERN METAL SUPPLY, INC. �P; ���ENSF MAXIMUM IMPACT HVII HV2 PRODUCTRP.VISED _ �`'s_,, a ACCORDION SHUTTER ss complying with the F1oriJ:: 'L E C A.111Ne. • • • • BERTHA HV Accordion Shutters tem Building Cod. � � ��C AecepLnlla;Ne D z.4 of = !O ,/fi[' • • • (OSS #.26) H.Y.BLADE 1 W OR W 0 H.V.WINDOW BLADE& H.V. BLADE rupite ion Dete�l'(q�, ,��, 1C`u� �+ TILLIT TESTING & ENG ERIN: CO A 10 • • • • • EV.N DESCRIPTION DATE Dro.n by: F.R.L. TT A y • • •7486 WEFT t COURT I OLD 14-004 b/01/1 DATE: os •.• �• OP••'_ 355 N.W.Jlilh.51,Ste.JOS,•RGINIA GAftOyy FLOflIDA�31 • • • • • /01/15 BY Phone: (305)871-1530•.fAt.(316)871-1531 • • 1�.L��. FL 33014 2 MIem,411d_ Cm1 nIj!W��`` a-moil: lilbco•aoLcom DRAWING NO 1n,SS/OTNTA� `���` wALrEREADnIiLRt9.P.E. PH (305) 823-2323 FAX (305) 826-7979 15-155 FLORIDA MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE �.p 44167 SHEET 6 ••• • • • ••• • • s 27 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • _ a J GENERAL WITATIONG AND CONDITION OF USE fOR 8 R s llnNIS WAR AcroRnION HV WINDOW SBLA.DER GY WORKING IN �'S'• 1.MAX.A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.1. 4 G M 0 T U 2. MAX. SHUTTER SPAN:96'. 11 IT I F 3.ALLOWED MOUNTINGS:A, D,G&H ON SHEETS 6, 7;AS WELL AS MOUNDNGS M. 0,T. U&W/��/�y�ON SHEETS 18& 19. �ONLY AC ED INMATSY4 1ETRICALOR OPPO(§ LA CUT. IN CASE OF OPP NG (80TH W/ 4 OR2 ARE ALLOWED WITH 1OIR, 5MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 4 oR 25 NTERMA E. 16 u,00- 1_ S.(A)HV WINDOW BLADE(j3 SWILL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.E0. END 1 (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1A MAX. 5 WINDOWS a - OF ANY 3'0 HOLE FOR 44 SHALL BE 12'. ALLOWED AT HV m (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE l�ji w WINDOW BLADE F 'xl \ (D)HV WINDOW BLADE 1'4 MUST BE USED ALTERNATE TO A SOUD HV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. (E)CE TER MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV ',� BLADE 1�AT EITHER SIDE OF THEM. i 8 (F)POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO TiWT TABS FACE SEE END F THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW 44 MUST BE DETAILS TON $ /,1 ONLY IN AND LOCKED USING A W SETTING TOOL PROVICD BY ASSA, _ u INC. SHEET 11 FLAIL HEIGHT. I I 6' dR 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 2 1 1 9OA BUILDINGS ON SHEET 16.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES YP TYP 4 is 1 &2 ABOVE). n 4 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8. MINIMUM SEPARATION TO CLASS SCHEDULE: (SLE PIAN FOR REQUIREMENTS) �l D H 5 TYP TOP&BOTTOM W fl eR'L�l GR(�6) O , ) SHUTTER SPAN MINIMUM SEPARATION TO GLASS �NUMITED WWII— -- `---J_ I ELEVATION MN SEPARATION TO GLASS EXISTING GLASS� (SEE SCARX)E ON SHEET 12 FOR BADE(D _ AND ON SHUT 28 FOR BLADES 0&0D �1.�_.- O V A CENITERMATES(i� W1 ONLY) / \ tffFV!=SEE NOTE 4 ABOVE) TYP. I \ — �O4 4 5 --- _1\� eR `\ C21 �� �� �5 _21 \\ CO iYP. W/z'HR© O HMATES 21 W/0 (SEE NOTE 4 ABOVE) PSN I Z1 \ � TYPICAL Al HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE :g SHjTtEj*-•- N.7 • •• • • • • •s• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone �k A; TIZ��l�� •• ••• 1910 02012 EASTERN METAL SUPPLY, INC. SHUTTER=ICIi. lxc. MAXIMUM IMPACT HV1 HV2 PRODUCTg%vi(h he ' ACCORDION SHUTTER us complying with the RmiM -� C /� Building Qxlc - _ L 1 `C00*N C. •• • 0 • BERTHA HV Amor l n Slmtter S)SLem Acceptaiw,No -b 2Q•.p3 � _ • • • • 64S*A N 26) H.V.BLADE 111 W OR W/O H.V.WINDOW BLADE& H.V.BLADE Cxpl • • • • • • • EV.N DESCRIPTION DATE O,a b, F.R.L. 20/7 TICCIT TESTING & ENGjtJEERING CWIPNIY • • • 74(5 MIST 02 COURT Dy 's�.• STATE OF •�= 6355 N.W.361^.SI.,Ste.305.&ARGINIA GA".FL.OLtIOR33 • • • • • 1 OLD 14-004 6/Ol/I DATE: 06/01/15 MI L ads Irl ontrnl ,�F:• OR1D ••� Phone (305)871-1531 .SM: (3765)871-1531• • WWWAH,FL 33014 2 3 DRAWING No �' •'G\ `` a moEB 0006711 9.com �NAI EN4����`�� WALTER A TILLIT Jr.P.E. PH (305) 823-2323 FAX (305) 828-7979 4 15-155 FLORIDA Uc.S 44167 5 MIAMI—DADE COUNTY P.E. sPALI 9RWNA URE/DATE 000 • • • • 000 • • 6 8 OF 28 • •• •• • • • •• •• ••• 0 • • ••• • • REQUIRED MINIMUM 'VARIES I INSTALLATIONS W/� HV BLADE & HV CENTERMATES 6"x 1 1/2'.0.035 THICK Min.ASTM A-653 GRADE 40 �2' Mux. 0 1 2.000 Max.1- CU.Min.0-60 SAT STEEL a . . 43b INTO METAL STUD WALLS * o 0B3" �o METAL STUDS AT 16'O.C. j I _________ ® 6.OC ,40 4f � rmy�� w' --------- '/z" 475" 3a 1 4"la NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE � / –.� I 3a FOR BERTHA n HV BLADE ACCORDION SHATTER ALUMINUM SLEEVE Min ,-43o 0 - 12 SYSTEM INSTALLATION TO META STUD WALLS6063-TS ALLOY REQUIRED MINIMUM - 1 3/4'.6 1/41 0.035 THICK Min. ® 6"O C r N 2 CONF.GALV.STEEL TRACK CTWJNEL,1 433 T [ SEPARATION TO GLASS SCHFDU F �(ngl. 3.000"_ ASTM A-653 GRADE 40 Min.G-60 1• 6"O.C. 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 - GALVANIZED FASTENED TO STUDS I EXISTING FINISH 1 ' O P.S.f. W/(2)16»1/2'TEK SCREWS ON I AS APPLICABLE yi MINIMUM INTERIOR&EXTERIOR FACE MAX. SHUTTER EXISTING —.j MIN. SEPARATION , w 2, MAX. SHUTTER SPAN: 84" SPAN L (in) SEPARATIONI-ENcn1 + GLASS TO cuss k TO GLASS (SEE SCHEDULE) 43 N 3. ALLOWED MOUNTING: MS ON THIS SHEET. 84" OR 43 1/470-200" BOLT (TYP.) LESS a MUST PENETRATE 43c 1" .EXISTING FINISH 4, ONLY ANTERMATE 21 W 24 HV LOCK ARE ALLOWED i AS APPIIGIBLE REQUIRED MINIMUM 1 II 1 WITH 21 ARR GED A S METRICAL LAYOUT. 1.373„ 1 3/4'x 6 1/4"x 0.035"RACK Min.l CONT.GALV.STEEL TRACK CHANNEL,1 -431 433 I USE OF (2) 5 (6" LONG, MINIMUM) MUST ALWAYS BE ASTM A-653 GRADE 40 Min.G-60 ; 1 -1 INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF a L 50" r .oso' GALVANIZED FASTENED 70 SNDS I 0 6 O.C. ® 6'O.C. ME IOR1&EXTERIOR FACCRkElVS ON 1 1„ ' CENTERMATE. nT Min. c"'v 1/4"0-20 THREADS c o L-IJU^, - 3B ** BLADE SLACK DETAIL HVF IS VALID FOR 43C 1/4"0 ELCO CONSTRUCTION w I =_ ______ t/2' 12 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAB–LOK HD REQUIRED MINIMUM w 43b 8'x 1 1/2"x 0.035"THICK L _VARIES. ® 6" O.C. Mln.ASTM A-653 GRADE 40 2""MaX. COMPONENTS Min.G-60 GALV. STEEL I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 116'O.C. -.EXISTING FINISH AS APPLICABLE SCALE: 3/8"= 1" (TYP. IUP & BOTTOM) - - - - EXISTING GLASS _ _ _ _ 1 OM4"x 6 GALV.'STEEL TRACK THICK CHAN EL. ASTM A 653 GRADE 40 Min. G-60 P4 ...I I ..I I - ., ,` GALVANIZED FASTENED TO STUDS SYMMETRYCAL SYMMETRYCAL w (z I I i 1 / ) 6x1/2"7EK SCREWS ON I - 433 43b 43c MIN, SEPARATION VARIES I 1 INTERIOR&EXTERIOR FACE I j I I I S W� I I I I ERMATES 1 11 CENTERMATECENTTO GLASS 2 W[ _______ I 1 1 INTERIOR ACCESS SIDE. I EXTERIOR ACCESS SIDE j (SEE SCHEDULE): Max. ___ ______ ______________________ 6" (TYP.) MN.SEPARATON TO GLASS --------- --------- __ ____-_ _________ IN MN.SEPARATION ToC1A35 W/INSIDE LOCK(Y 93 F EEU� 6"Min. W/oUT4DE LOCK(SIT 91EU.IEJ I N 4 I _ ______ S_______ ____- ___ _______ __________ ____ ___ __ ________ _ --------------------- ---------- — 24'----------------------------- -----------------=_ --- ------- ----------_ _ ---_ ---_=-- — --------_— ---- 12 ———— —'—'—'—'—'—'——'---' —'-- ——'—— ——--'— ---—----'---------- -- —---———— ------ ----- --— — -------------- _----- .-__,— ------------------------ -- --- ----- --------------------- -------------------- — -- ---------- {__=}— --- W27�_ ---- ---------- ----------------------- --- ---- ------------- — o -21 21 1 2) C�-o� 2 HOCAFAD / LL ENDS --------------- ---- ------------ --------- I - -- -----------` ---------- ----- - --- ------------___ - ERS VIEW Y 4 12 _3 1/4" (Typ) 35(6"Min.) 24 SIDE CONNECTION TO TRACK (cont.) 6 1/2" (Typ.) - 7" �'•—•Tw, r yz• E,y�sucK ** EYA V a"LT1Tij1111TIITLAAAAd � BLA3 MCC OE IL HVF FLORIDA BUILDING CODE(Hf h Velocity Hurricane Zone `��`�� ........ • • • ®2012 EASTERN METAL SUPPLY, INC. \\CENSF'�9 •• ••• • • • 60 MAXIMUM IMPACT HV1 HV2 SHUTTER-MCH. INC, ACCORDION SHUTTER Is complying lvith 1 PRODUCT with tE0111.`FMrid. `*: Q' �7 •:*' 'L EC O 1 C. BERTHA HV Accordion Shutter System �' Building t.odo / • • .(ASSA 4IIV 26) H.V. BLARE il W OR W/O R WINDOW BLADE& H.V. BLADE AcCITI nCe No D 6 Z 0 '�'' TILLIT TESTING & ENGIN�RINO COMPANY* • • Drown by: F.R.L. 'Y' 3 SATE OF �� • • • • • • • • EV.N DESCRIPTION DALE 8y,imdon 1)ate _ /Za�7 S 9'• '�/ 74d W COURT '%�.C'• ORIOP •;ate.�� 6355 N.W.36tH.SI.,St..305,WtRNLA GAROAS,FLC10A 9316 • • • I OLD 14-003 11/01/1 DATE: 06/01/15 Ily Si��'S. G`���� Phone (305)8711-1530 Fox (30@)&1-153104 • • H11ILEAH!FL•33014 2 iD ctQ1nT11 t1#01 1141 ;;,AAA``A `-m°ce610%ebs.-0 • • ••• • 3 DRAWING No RTTun11N WALT A,A TILLIT Jr.P. E. PH (305) 823-2323 FAX (305) 826-7979 4 15-155 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA uc.1 44167 5 SHEET 6 28A OF 28 • •• •• • • • •• •• ••• • • • ••• • •